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~Master - April 28, 2026, Regular Meeting of the Ames City Council
1.Proclamation for "Arbor Day," April 24, 2026 2.Proclamation for "National Historic Preservation Month," May 2026 3.Presentation of Historic Preservation Awards 4.Motion approving payment of claims 5.Motion approving Report of Change Orders for period of April 1-15, 2026 6.Motion approving Summary of Minutes of the Regular City Council Meeting on April 14, 2026, and Special City Council Meeting on April 21, 2026 7.Motion approving Ownership Update for Class E Retail Alcohol License - Sam's Club #6568, 305 Airport Road 8.Motion approving new 5-Day (April 30-May 4, 2026) Special Class C Retail Alcohol License - Gateway Market, 531 Bissell Road Room 1320 9.Motion approving new 8-Month Class C Retail Alcohol License with Outdoor Service - La Casa Maya, 631 Lincoln Way 10.Motion approving the renewal of the following Alcohol Licenses: a. Bar la Tosca, 303 Welch Avenue Ste 101, Class C Retail Alcohol License with Outdoor Service, Pending Dramshop Review AGENDA REGULAR MEETING OF THE AMES CITY COUNCIL COUNCIL CHAMBERS - CITY HALL APRIL 28, 2026 NOTICE TO THE PUBLIC: The Mayor and City Council welcome comments from the public during discussion. The Standards of Decorum, posted at the door and available on the City website, define respectful conduct for public participation. If you wish to speak, please fill out the form on the tablet outside the door to the Council Chambers or scan the QR Code to the right to fill out the same form on a personal device. When your name is called, please step to the microphone, state your name for the record, and keep your comments brief so that others may have the opportunity to speak. CALL TO ORDER : 6:00 p.m. PROCLAMATIONS: PRESENTATION: CONSENT AGENDA : All items listed under the Consent Agenda will be enacted by one motion. There will be no separate discussion of these items unless a request is made prior to the time the Council members vote on the motion. 1 b. El Jefe Mexican Cuisine LLC, 524 Lincoln Way, Class C Retail Alcohol License with Catering Privilege c. Great Plains Sauce & Dough Co., 129 Main Street, Special Class C Retail Alcohol License, Pending Dramshop Review d. Hy-Vee Ames Fast and Fresh 1, 4018 Lincoln Way, Class E Retail Alcohol License e. Jeff's Pizza Shop, 2402 Lincoln Way, Special Class C Retail Alcohol License f. Mother's Pub, 2900 West Street, Class C Retail Alcohol License with Catering Privilege and Outdoor Service g. Walgreens #12108, 2719 Grand Avenue, Class E Retail Alcohol License 11.Motion accepting the Fitch Family Indoor Aquatic Center Monthly Report 12.Requests for Ames on the Half Shell: a. Resolution approving waiver of enforcement of Municipal Code Section 17.17 related to alcohol consumption in City parks with respect only to Bandshell Park from 5:00 p.m. to 9:00 p.m. on Fridays May 29 - June 26 b. Motion approving 5-Day License - Special Class C Retail Alcohol License with Outdoor Service - Ames on the Half Shell, Bandshell Park, for: i. May 29 - June 02, 2026 ii. June 04 - June 08, 2026 iii. June 11 - June 15, 2026 iv. June 18 - June 22, 2026 v. June 25 - June 29, 2026 13.Requests from Ames Pride for Pridefest on October 10, 2026: a. Motion approving blanket Temporary Obstruction Permit and blanket Vending License b. Resolution approving closure of Douglas Avenue from Main Street to 6th Street and 5th Street between Kellogg Avenue and the alley east of Adams Family Funeral Home from 5:00 a.m. to 10:00 p.m. c. Resolution approving waiver of parking meter fees and enforcement d. Resolution approving waiver of fee for blanket Vending License 14.Resolution approving request from Good Neighbor Emergency Assistance to close Clark Avenue between 6th and 7th Streets from 1:00 p.m. - 8:00 p.m. on Sunday, May 17, 2026, for its Annual Block Party Celebration 15.Resolution approving request to modify the City's FY 2025/26 ASSET contract with ChildServe 16.Resolution approving request to modify the City's FY 2025/26 ASSET contract with Heartland of Story County 17.Resolution approving contract renewal with Earth Services & Abatement for Asbestos Remediation and Related Services and Supply Contract at the Power Plant for the one- 2 year period from July 1, 2026 through June 30, 2027 in an amount not-to-exceed $200,000 18.Resolution approving contract renewal with Wulfekuhle Injection & Pumping, of Peosta, IA, for Cell Maintenance Services for Electric Services (RDF Ash), for the one-year period from July 1, 2026, through June 30, 2027, in an amount not-to-exceed $200,000 19.Resolution approving contract renewal with HTH Companies, Inc., of Union, MO, for Specialized Wet Dry Vacuum, Hydro Blast, and Related Cleaning Services for the Power Plant for the one-year period from July 1, 2026, through June 30, 2027, in an amount not- to-exceed $140,000 20.Resolution approving Professional Service Agreement with Bolton & Menk, Inc., of Ames, IA, for Preliminary Design and Traffic Safety Improvement Program Grant Application Preparation for G.W. Carver and Cameron School Road Roundabout in an amount not to exceed $60,728 21.FY 2026/27 Airport Facility Improvements Program (Fuel Farm Replacement – AvGas project): a. Resolution approving submission of the State of Iowa Airport Improvement Program grant application b. Resolution authorizing $133,333 in local matching funds for the project, including the $100,000 in previously issued G.O. Bonds and $33,333 from the Airport Improvements Fund, to fully fund the project and maximize available grant funding 22.Resolution approving amendment to 28E agreement with Iowa Communications Network to add Furman Aquatics Center to the City's network 23.Resolution expressing continuing City Council support for the construction of the new thermal generation plant for Electric Services, and authorizing staff to continue the plant development, given the new cost estimate for the project 24.Resolution approving preliminary plans and specifications for the 69kV Transmission Line Reconstruction from Top O Hollow substation to Ames Plant Substation project, setting May 27, 2026, as the bid due date, and June 9, 2026, as the date of Public Hearing 25.Resolution approving preliminary plans and specifications for the 2025/26 Water System Improvements Program (Barr Drive, Douglas Avenue - 16th Street to O'Neil Drive, and 17th Street - Douglas Avenue to dead end) project, setting May 20, 2026, as the bid due date and May 26, 2026, as the date of Public Hearing 26.Resolution setting May 12, 2026, as the date of Public Hearing on the proposition of entering into a Prairieview Industrial Substation Line Tap Construction Agreement and a Transmission Facility Joint Ownership Agreement with ITC Midwest, LLC and entering into a Transmission Interconnection Agreement by and among ITC Midwest, LLC, the City of Ames and Midcontinent Independent System Operator, Inc 27.Resolution setting May 12, 2026, as the date of Public Hearing on a Revocable Lease 3 Option with Ames Greenfield Development, LLC to develop, install, and operate solar facilities on approximately 165 acres located on portions of the following properties at the Ames Municipal Airport: a. 405 Airport Road b. 600 Airport Road c. 623 Airport Road d. 698 Airport Road e. 816 Airport Road f. 2540 Airport Drive g. 3115 South Duff Avenue Rear h. 3300 South Riverside Drive i. 3800 South Riverside Drive j. 3800 South Riverside Drive Rear k. 4200 South Riverside Drive l. 4200 South Riverside Drive Rear m. 4600 South Riverside Drive n. 4600 South Riverside Drive Rear o. 4900 South Riverside Drive p. 5000 South Riverside Drive 28.Resolution approving Change Order No. 2 with Heritage Petroleum of Evansville, IN, in the amount of $28,000 to increase the oil and lubricants contract for CyRide to $77,300 29.Resolution approving contract amendment with On Track Construction, LLC, of Nevada, IA, for Emergency 30-Inch Raw Water Line Repair in the amount of $93,018 for a total contract of $114,588 30.Resource Recovery and Recycling Campus: a. Resolution approving Change Order No. 2 with RRT Design & Construction of Melville, NY, for Bid Package 40-1 - Millwright/Process Integration Work, a deduct in the amount of $120,550 b. Resolution approving Change Order No. 2 with Jensen Builders, Ltd., of Des Moines, IA, for Bid Package 03-1 – Concrete and Steel Work, in the amount of $82,916.03 c. Resolution modifying Change Order No. 1 with Con-Struct, Inc, of Ames, IA, for Bid Package 31-1 – Site Demolition & Earthwork, a deduct in the amount of $30,000 for a revised Change Order No. 1 amount of $57,717 d. Resolution modifying Change Order No. 1 with RRT Design & Construction of Melville, NY, for Bid Package 40-1 - Millwright/Process Integration Work, a deduct in the amount of $56 for a revised Change Order No. 1, a deduct in the amount of $1,134,376 4 31.Resolution to waive enforcement of Section 19.9 of Municipal Code on Wednesday, September 16, 2026 (9:00 am - 8:00 pm) and Thursday, September 17, 2026 (9:00 am - 4:00 pm) at Ada Hayden Heritage Park to allow the Friends of Ada Hayden Heritage Park to provide golf cart tours to mobility impaired individuals 32.Resolution approving use of the single-source negotiation provisions of the City's Purchasing Policy and awarding three-year contract to Ziegler Power Systems, Ankeny, IA, for the Water Treatment Plant emergency generator service maintenance agreement in the amount of $50,508.81 33.Resolution awarding contract to Stew Hansen Dodge of Urbandale, Iowa, for the purchase of one RAM 5500 cab and chassis for Public Works Street Maintenance in the amount of $64,512 34.Resolution approving contract and bond for the 2025/26 Right-of-Way Restoration Program with Steven's Erosion Control of Des Moines, IA, in the amount of $166,264.49 35.Resolution approving contract and bond for the Freel Drive Paving Program with Con- Struct, Inc., of Ames, IA, in the amount of $1,012,310 36.Resolution accepting the 2023/24 Pavement Restoration - Slurry Seal Program as completed by Fort Dodge Asphalt Company of Ft. Dodge, IA, in the amount of $179,147.62 37.Resolution accepting the 2024/25 Pavement Restoration - Slurry Seal Program as completed by Fort Dodge Asphalt Company of Ft. Dodge, IA, in the amount of $219,179.42 38.Summary of The Irons Subdivision Sewer Extension Alternatives 39.Resolution approving Preliminary Plat for the Auburn Trail Subdivision 40.Selection of a developer's proposal for the purchase of single-family market-rate lots in the Baker Subdivision a. Resolution to select purchase proposal for six market rate lots b. Resolution setting May 26, 2026, as the date of Public Hearing for approval of a purchase agreement for the sale of six properties 41.South Campus Redirection Area Staff Report a. Motion directing staff PUBLIC FORUM: This is a time set aside for comments from the public on topics of City business other than those listed on this agenda. Please understand that the Council will not take any action on your comments at this meeting due to requirements of the Open Meetings Law, but may do so at a future meeting. PLANNING AND HOUSING: 5 42.2025/26 Asphalt Street Pavement Improvements - Sidewalk Infill along Delaware Avenue a. Motion directing staff 43.Hearing on Xenia Rural Water District for the Sale of Potable Water a. Resolution approving the disposing of an interest in real property located at 900 S 500th Avenue b. Resolution approving Amendment No. 2 contract with Xenia Rural Water District 44.First reading of an ordinance amending Chapter 28 of the Municipal Code Section 28.201 to increase water rates by 3.5% and Section 28.304 to increase sanitary sewer rates by 5.5% for charges to be billed on or after July 1, 2026 45.Rezoning with Master Plan for 4605 and 4510 Hyde and Adjacent Properties to the North (Auburn Trail Development) a. Resolution approving the Rezoning Agreement b. Third reading and adoption of ORDINANCE NO. 4593 Rezoning and Master Plan 46.Third reading and adoption of ORDINANCE NO. 4594 zoning text amendment creating a new zoning overlay district (West University Pedestrian Enhancement District) related to Density, Parking, and Design Requirements to be applied between Sheldon and Hyland and Lincoln Way and Oakland 47.Participation with agencies, boards and commissions: a. Discover Ames (ACVB) b. Ames Regional Economic Alliance (AREA) c. Story County Emergency Management Agency (SCEMA) d. Ames Transit Agency Board of Trustees PUBLIC WORKS: HEARINGS: ORDINANCES: DISPOSITION OF COMMUNICATIONS TO COUNCIL : REPORT OF GOVERNING BODY: COUNCIL COMMENTS : ADJOURNMENT: Please note that this agenda may be changed up to 24 hours before the meeting time as provided by Section 21.4(2), Code of Iowa. 6 To:Mayor & City Council From:Renee Hall, City Clerk Date:April 28, 2026 Subject:Report of Contract Change Orders Item No. 5 MEMO The Report of Change Orders for the period of April 1-15, 2026, is attached for the City Council's review and consideration. ATTACHMENT(S): Change Order Report - April 1-15, 2026.pdf Administration 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 7 REPORT OF CONTRACT CHANGE ORDERS Department General Description of Contract Contract Change No. Original Contract Amount Contractor/ Vendor Total of Prior Change Orders Amount this Change Order Change Approved By Purchasing Contact (Buyer) Transit CyRide Facility Fire Suppression Improvements 2 $227,600.00 Henkel Construction Co. $6,080.58 $14,629.15 J. Rendall AM Public Works Bid Package 33-1 Site Utility Work for Resource Recovery & Recycling Campus 1 $723,370.00 On Track Construction LLC $0.00 $-(31,695.00) B. Phillips KS Public Works Bid Package 32-1 Paving & Sidewalk Work for Resource Recovery & Recycling Campus 1 $1,028,129.00 Lakeside Contractors LLC $0.00 $-(16,410.00) J. Clausen KS Public Works Bid Package 09-1 Site Gypsum Board Assembly Work for Resource Recovery & Recycling Campus 1 $430,675.00 Heartland Finishes, Inc. $0.00 $-(30,000.00) B. Phillips KS $ $ $ $ $ $ Period: 1st – 15th 16th – End of Month Month & Year: April 2026 For City Council Date: April 28, 2026 8 To:Mayor & City Council From:City Clerk's Office Date:April 28, 2026 Subject:Approval of Minutes Item No. 6 MEMO Attached for the City Council's review are the minutes from the Regular City Council Meeting on April 14, 2026, and Special City Council Meeting on April 21, 2026. ATTACHMENT(S): C26-0414 Summary.pdf C26-0421 Summary.pdf Administration 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 9 1 SUMMARY OF MINUTES OF THE REGULAR MEETING OF THE AMES CITY COUNCIL AMES, IOWA APRIL 14, 2026 The Regular Meeting of the Ames City Council was called to order by Mayor John Haila at 6:00 p.m. on the 14th day of April, 2026, in the City Council Chambers in City Hall, 515 Clark Avenue, pursuant to law. Present were Council Members Bronwyn Beatty -Hansen, Gloria Betcher, Amber Corrieri, Rachel Junck, Anita Rollins, and Tim Gartin. Ex officio Emily Boland was also present. PROCLAMATION FOR "FAIR HOUSING MONTH," APRIL 2026: Mayor Haila proclaimed April 2026 as “Fair Housing Month.” Housing Coordinator Vanessa Baker - Latimer accepted the proclamation alongside Annabella Marquez, Chair of the Ames Human Relations Commission, and Tracy Jennings, President of the Central Iowa Board of Realtors. PROCLAMATION FOR "WEEK OF THE YOUNG CHILD," APRIL 11-17, 2026: April 11- 17, 2026, was proclaimed the “Week of the Young Child” by Mayor Haila. Chuck Gilarsky of the Ames Morning Rotary Club and Jerri Heid of Raising Readers of Story County accepted the proclamation. PROCLAMATION FOR "NATIONAL LIBRARY WEEK," APRIL 19-25, 2026: Mayor Haila proclaimed April 19-25, 2026, as “National Library Week.” The proclamation was accepted by Ames Public Library Director Sheila Schofer alongside members of the Ames Public Library Board of Trustees. PROCLAMATION FOR "NATIONAL VOLUNTEER WEEK," APRIL 19-25, 2026: April 19-25, 2026, was proclaimed “National Volunteer Week” by Mayor Haila. Jehan Faisal, Volunteer Coordinator for the Ames Public Library, accepted the proclamation along with other vital volunteer organizers in the Ames community. CONSENT AGENDA: Moved by Betcher, seconded by Beatty-Hansen, to approve the Consent Agenda as amended. 5. Motion approving payment of claims 6. Motion approving Report of Change Orders for period of March 16-31, 2026 7. Motion approving Summary of Minutes of the Special City Council Meeting on March 24, 2026, Summary of Minutes of the Regular City Council Meeting on March 24, 2026, and Minutes of the Special Meeting on March 27, 2026 8. Motion approving Temporary Outdoor Service for Class C Alcohol License with Outdoor Service - Sips and Paddy's Irish Pub, 126 Welch Avenue, May 14 - May 17, 2026 9. Motion approving new 5-Day (May 1-5, 2026) Special Class C Retail Alcohol License - Schonert's Patisserie LLC, 2321 North Loop Drive 10. Motion approving new Class C Retail Alcohol License with Outdoor Service - Mary Jane's, 119 Main Street, Pending Dramshop Review 11. Motion approving the renewal of the following Alcohol Licenses: 10 2 a. Cyclone Experience Network, 1705 Center Drive - Hilton Coliseum, Class C Retail Alcohol License with Catering Privilege and Outdoor Service, Pending Dramshop Review b. Hy-Vee Ames Fast and Fresh 2, 636 Lincoln Way, Class E Retail Alcohol License c. Provisions Lot F, 2400 North Loop Drive, Class C Retail Alcohol License with Catering Privilege and Outdoor Service, Pending Dramshop Review d. Wasabi Somerset, 2707 Kent Avenue, Class C Retail Alcohol License with Outdoor Service, Pending Dramshop Review 12. Motion approving appointment of Steve Schainker to the Executive Board of the Mid-Iowa Planning Alliance 13. Motion accepting Fiscal Year 2025/26 Third Quarter Financial Report 14. Motion approving request from Iowa Multisport for the Ames Triathlon to close three CyRide Brown Route Stops on Bloomington Road from 8:00 a.m. to 9:00 a.m. on Sunday, June 28, 2026 15. RESOLUTION NO. 26-213 setting April 28, 2026, as date of Public Hearing on a long-term lease with Xenia Rural Water District for portions of 900 S 500 th Avenue (Mortensen and County Line Water Tower parcel) 16. RESOLUTION NO. 26-214 approving Memorandum of Understanding with Story County to apply for grant funding under the 2025 Department of Justice, Office of Justice Programs, Bureau of Justice Assistance Edward Byrne Memorial Justice Assistance Grant (JAG) Program and authorize application for that grant 17. RESOLUTION NO. 26-215 approving Encroachment Permit for sign located at 119 Main Street - Mary Jane's Bar & Stage 18. RESOLUTION NO. 26-216 waiving Purchasing Policies and Procedures requirement for competitive bids and approving a contract to ESI FAB Systems, LLC, of Olathe, KS, in the amount of $69,975 for the purchase of a Pressure Reducing Valve Assembly for the Freel Drive Paving project 19. RESOLUTION NO. 26-217 approving Quarterly Investment Report for period ending March 31, 2026 20. RESOLUTION NO. 26-218 approving Iowa DOT Funding Agreements for Iowa Clean Air Attainment Program funding of $1,213,760 and Carbon Reduction Program funding of $940,000 for the Intelligent Transportation Systems Program (Phase 5) 21. RESOLUTION NO. 26-219 approving enhanced penalties for nuisance party violations for Cyclone Welcome Weekend beginning at 5:00 p.m. on Friday, August 21 and ending at 4:00 a.m. on Sunday, August 23, 2026 22. RESOLUTION NO. 26-220 approving immediate towing of illegally parked vehicles for Cyclone Welcome Weekend on Saturday, August 22, 2026 23. RESOLUTION NO. 26-221 approving contract and bond for the Sanitary Sewer and Manhole Rehabilitation (Basin 11) Project with Municipal Pipe Tool Co. LLC, of Hudson, IA, in the amount of $1,616,102.90 24. RESOLUTION NO. 26-222 approving contract and bond for the Sanitary Sewer Rehabilitation (E. Lincoln Way and Nikkol Trunk Line) Project with Municipal Pipe Tool Co. LLC, of Hudson, IA, in the amount of $4,462,230.40 25. RESOLUTION NO. 26-223 approving Waiver of City Review for a Rural Minor Subdivision within Story County at 50184 180th Street 11 3 26. RESOLUTION NO. 26-224 approving Change Order No. 2 in the amount of $81,792.08 for the 2024/25 CDBG Infrastructure Program (S Riverside Drive - S 4th St to Lincoln Way) Project 27. RESOLUTION NO. 26-225 awarding a contract to Eide Bailly, LLP, Dubuque, IA, in the amount of $86,000 to professionally audit the City’s financial statements for Fiscal Year ending June 30, 2026 28. Iowa State Research Park Phase IV First Addition Final Plat: a. RESOLUTION NO. 26-226 approving Major Final Plat and Public Improvements Agreement b. RESOLUTION NO. 26-227 approving Agreement to Accept the Transfer of Approximately 16.06 Acres of Water Service Territory from Xenia Rural Water to City of Ames *. ADDITIONAL ITEM: Final Plat for the Bluffs at Dankbar Farms 5 th Addition (Domani II): a. RESOLUTION NO. 26-239 approving the Final Plat b. RESOLUTION NO. 26-240 accepting the Public Improvements Agreement 29. Townhomes at Creekside HOME Agreement Amendment Request a. RESOLUTION NO. 26-228 authorizing amendments to Duration of Affordability Period Roll Call Vote: 6-0. Resolutions declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. PUBLIC FORUM: Mayor Haila opened the Public Forum. Jason Allen addressed homelessness issues and concerns regarding services provided by The Bridge Home. Rhonda Frerichs spoke about the Ontario Workforce Housing Subdivision , encouraging the City Council to maintain the current zoning of residential low density. Max Porter highlighted comments concerning the proposed Planning Division Work Plan. Mayor Haila requested that Dr. Porter reserve his comments until that agenda item. Luke Jensen presented a unique opportunity to add residential housing in the Downtown , which had a due diligence period ending in June. Grant Olsen opposed the Ontario Workforce Housing Subdivision , highlighting safety needs for multi-modal transportation and a preference for prairie preservation. Mayor Haila closed the Public Forum when no one else came forward to speak. HEARING ON CITY OF AMES BUDGET: Finance Director Corey Goodenow and Budget Manager Nancy Masteller were available for questions. The Public Hearing for the Fiscal Year 2025/26 Adjusted Budget and Fiscal Year 2026/27 Budget was opened by Mayor Haila. The Public Hearing was subsequently closed by Mayor Haila when no one came forward to speak. 12 4 Moved by Corrieri, seconded by Betcher, to adopt RESOLUTION NO. 26-229 authorizing and approving the Fiscal Year 2025/26 Adjusted Budget. Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. Moved by Corrieri, seconded by Betcher, to adopt RESOLUTION NO. 26-230 authorizing and approving the Fiscal Year 2026/27 Budget. Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. HEARING ON SUBSTANTIAL AMENDMENT TO THE 2025/26 CDBG/HOME ANNUAL ACTION PLAN TO THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD): Coordinator Baker Latimer requested approval to amend the 2025/26 Annual Action Plan to relocate water and sewer infrastructure improvements from FY 2026/27 to the current year to ensure timely spending of program income. Mayor Haila opened and closed the Public Hearing when no one came forward to speak. Moved by Betcher, seconded by Corrieri, to adopt RESOLUTION NO. 26-231 approving the submittal of a substantial amendment to the 2025/26 CDBG/HOME Action Plan . Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. HEARING ON 2025/26 RIGHT-OF-WAY RESTORATION PROGRAM: Public Works Director Justin Clausen explained that the aforementioned program consolidated vegetative restoration for all capital improvement projects under one contract to achieve better results and cost management. The Public Hearing was opened and closed by Mayor Haila when no one came forward to speak. Moved by Gartin, seconded by Junck, to accept the report of bids. Vote on Motion: 6-0. Motion declared carried unanimously. Moved by Gartin, seconded by Junck, to adopt RESOLUTION NO. 26-232 approving final plans and specifications and awarding a contract to Steven's Erosion Control of Des Moines, IA, in the amount of $166,264.49. Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. HEARING ON FREEL DRIVE PAVING PROGRAM: Director Clausen discussed the paving project for Freel Drive adjacent to the new Resource Recovery and Recycling Campus, including an alternate for sidewalk installation. Mayor Haila opened and closed the Public Hearing when no one came forward to speak. 13 5 Moved by Rollins, seconded by Beatty-Hansen, to accept the report of bids. Vote on Motion: 6-0. Motion declared carried unanimously. Moved by Rollins, seconded by Beatty-Hansen, to adopt RESOLUTION NO. 26-233 approving final plans and specifications and awarding a contract to Con -Struct of Ames, IA, in the amount of $1,012,310. Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. AMES: A GLIMPSE INSIDE EVENT : City Manager Steve Schainker reviewed a request for funding a historic architecture tour scheduled for October 17, 2026, highlighting City Hall as one of the selected tour sites. The Public Input was opened and closed by Mayor Haila when no one came forward to speak. Moved by Betcher, seconded by Junck, to adopt RESOLUTION NO. 26-234 approving $1,500 from the Council Contingency Fund for FY 2026/27 for the Ames: A Glimpse Inside Event. Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. ACCESSIBILITY OF WEB INFORMATION AND SERVICES POLICY: Assistant City Manager Pa Vang Goldbeck alongside Communications and Outreach Manager Susan Gwiasda presented the City's comprehensive digital accessibility compliance efforts to meet Department of Justice requirements with an April 24, 2026, deadline. Moved by Gartin, seconded by Beatty-Hansen, to adopt RESOLUTION NO. 26-235 approving Accessibility of Web Information and Services Policy . Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. PROPOSED 2026/27 ANNUAL ACTION PLAN PROJECTS FOR COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) AND HOME PROGRAMS: Coordinator Baker-Latimer discussed the proposed projects to address the needs of low- and moderate-income households in the Ames community consistent with the goal s and priorities identified in the Consolidated Plan along with the estimated budget. Moved by Betcher, seconded by Junck, to adopt RESOLUTION NO. 26-236 approving draft annual action plan projects. Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. PLANNING DIVISION WORKPLAN: Planning and Housing Director Kelly Diekmann reviewed major projects requiring City Council prioritization. Mayor Haila opened the Public Input. 14 6 Max Porter encouraged the City Council to eliminate the Ontario Workforce Housing Subdivision from the Planning Division Work Plan, highlighting his opposition to the project and emphasizing traffic concerns. Mayor Haila closed the Public Input when no one else came forward to speak. Moved by Corrieri, seconded by Beatty-Hansen, to remove Priority #4: Affordable Housing Demographic Analysis from the Planning Division Work Plan. Vote on Motion: 6-0. Motion declared carried unanimously. Moved by Beatty-Hansen, seconded by Rollins, to request Planning staff forward the report relating to housing analysis that was completed two years prior to the City Council for consideration. Vote on Motion: 6-0. Motion declared carried unanimously. Moved by Betcher, seconded by Gartin, to maintain the Downtown Parking Structure Planning Grant Project as Priority #1 and direct Planning staff to commence work on that project as soon as it is feasible. Vote on Motion: 6-0. Motion declared carried unanimously. Moved by Beatty-Hansen, seconded by Corrieri, to relocate the Downtown Housing Project North of 6th Street to Priority #2. Vote on Motion: 6-0. Motion declared carried unanimously. Moved by Junck, seconded by Corrieri, to relocate the Unified Development Code (UDC) Project to Priority #3. Vote on Motion: 6-0. Motion declared carried unanimously. Moved by Betcher, seconded by Beatty-Hansen, to table the priority related to the Old Town Historic District Outreach Project, until scope and timeline are established for the top three priorities. Vote on Motion: 6-0. Motion declared carried unanimously. Moved by Beatty-Hansen, seconded by Junck, to direct Planning staff to define data centers within the Municipal Code and clarify standards for accessory dwelling units (ADUs) as staff time allows. Vote on Motion: 6-0. Motion declared carried unanimously. Moved by Gartin, seconded by Beatty-Hansen, to direct Planning staff to initiate text amendments to Chapter 31 of the Municipal Code outside of the Unified Development Code Project to address double pane windows, infill of openings, heat pump mini-splits, and radon mitigation equipment with new guidelines for exterior alterations. Vote on Motion: 6-0. Motion declared carried unanimously. WATER AND SEWER RATE ADJUSTMENTS: Director of Water and Pollution Control John Dunn presented the annual rate analysis, highlighting model projections over a 15 7 period of ten years with modest increases. Moved by Betcher, seconded by Gartin, to direct staff to prepare an ordinance to increase water rates by 3.5% and sewer rates by 5.5% for bills due on or after July 1, 2026. Vote on Motion: 6-0. Motion declared carried unanimously. SECOND READING OF ORDINANCE REZONING AND MASTER PLAN AMENDMENT FOR 4605 AND 4510 HYDE AND ADJACENT PROPERTIES TO THE NORTH (AUBURN TRAIL DEVELOPMENT): Moved by Betcher, seconded by Rollins, to pass on second reading an ordinance rezoning and master plan amendment for 4605 and 4510 Hyde and Adjacent Properties to the North (Auburn Trail Development). Roll Call Vote: 6-0. Motion declared carried unanimously. SECOND READING OF ZONING TEXT AMENDMENT CREATING A NEW ZONING OVERLAY DISTRICT (WEST UNIVERSITY PEDESTRIAN ENHANCEMENT DISTRICT) RELATED TO DENSITY, PARKING, AND DESIGN REQUIREMENTS TO BE APPLIED BETWEEN SHELDON AND HYLAND AND LINCOLN WAY AND OAKLAND: Moved by Beatty-Hansen, seconded by Corrieri, to pass on second reading an ordinance related to a zoning text amendment creating a new zoning overlay district (West University Pedestrian Enhancement District) related to Density, Parking, and Design Requirement s to be applied between Sheldon and Hyland and Lincoln Way and Oakland. Roll Call Vote: 6-0. Motion declared carried unanimously. THIRD READING AND ADOPTION OF ORDINANCE NO. 4590 REZONING OF PROPERTY LOCATED AT 1323 NORTHWESTERN AVENUE FROM RESIDENTIAL LOW DENSITY (RL) TO GOVERNMENT/AIRPORT DISTRICT (S-GA) WITH A MASTER PLAN: Moved by Corrieri, seconded by Beatty-Hansen, to adopt RESOLUTION NO. 26- 237 approving the Master Plan and Rezoning Agreement at 1323 Northwestern Avenue. Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. Moved by Corrieri, seconded by Betcher, to pass on third reading ORDINANCE NO. 4590 rezoning of property located at 1323 Northwestern Avenue from Residential Low Density (RL) to Government/Airport District (S-GA) with a Master Plan. Roll Call Vote: 6-0. Motion declared carried unanimously. THIRD READING AND ADOPTION OF ORDINANCE NO. 4591 REVISING MUNICIPAL CODE CHAPTERS 10, 17, 21, 22, 27 RELATING TO LICENSES AND PERMITS ISSUED BY THE OFFICE OF THE CITY CLERK: Moved by Rollins, seconded by Corrieri, to adopt RESOLUTION NO. 26-238 adopting amended Appendix D. Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. Moved by Rollins, seconded by Corrieri, to pass on third reading and adopt ORDINANCE NO. 4591 revising Municipal Code Chapters 10, 17, 21, 22, 27 relating to licenses and permits issued by the Office of the City Clerk. Roll Call Vote: 6-0. Motion declared carried unanimously. 16 8 THIRD READING AND ADOPTION OF ORDINANCE NO. 4592 TO AMEND THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA BY ENACTING A NEW SECTION 24.21 THEREOF, FOR THE PURPOSE OF CREATING TAX INCREMENT FINANCING DISTRICT WITHIN THE DOWNTOWN REINVESTMENT DISTRICT URBAN RENEWAL AREA: Moved by Corrieri, seconded by Betcher, to pass on third reading and adopt ORDINANCE NO. 4592 to amend the Municipal Code of the City of Ames, Iowa by enacting a new Section 24.21 thereof, for the purpose of creating Tax Increment Financing District within the Downtown Reinvestment District Urban Renewal Area. Roll Call Vote: 6-0. Motion declared carried unanimously. DISPOSITION OF COMMUNICATIONS TO COUNCIL: Mayor Haila noted that there were nine items for consideration. The first item was a letter from Travis Small, Real Estate Development Manager for KwikStar, requesting an amendment to the current Convenience General Services (CGS) Zone Development Standards, regarding the maximum size of gasoline service. Moved by Betcher, seconded by Corrieri, to request a memo from staff. Vote on Motion: 5-1, Beatty-Hansen dissenting. Motion declared carried. A request from Aaron Rodriguez proposing parking restrictions for circles within cul-de- sacs to ensure safety was the second item. Moved by Betcher, seconded by Rollins, to request a memo from staff. Vote on Motion: 5-1, Corrieri dissenting. Motion declared carried. The third item was a letter from Jeri Neal on behalf of the Ames Climate Action Team Energy Working Group encouraging the City Council to commit to a solar array at the James Herman Banning Ames Municipal Airport. City Manager Schainker noted that no action was needed as the topic would be addressed at the City Council Workshop the following week. A request from Kirk Youngberg on behalf of Ames Silversmithing regarding zoning issues related to the expansion of its storefront on Main Street was the next item. Moved by Corrieri, seconded by Betcher, to request a memo from staff. Vote on Motion: 6-0. Motion declared carried unanimously. A memo from City Attorney Mark Lambert was considered as the fifth item, which Mayor Haila noted was under advisement. The sixth item was from Rhonda Frerichs concerning the Ontario Workforce Housing Subdivision. City Manager Schainker noted that the item had been discussed during the Planning Division Workplan and no action was needed. A request from Chuck Winkleblack and Justin Dodge of Hunziker Companies to amend Ames Plan 2040 to allow housing development on a 35-acre plat of land west of the Ames 17 9 Country Club was the seventh item. Moved by Gartin, seconded by Corrieri, to request a memo from staff. Vote on Motion: 6-0. Motion declared carried unanimously. The eighth item was a request from Luke Jensen of RES Development, Inc., proposing residential development in Downtown Ames. Moved by Beatty-Hansen, seconded by Rollins, to request a memo from staff. Vote on Motion: 6-0. Motion declared carried unanimously. A memo from Director Diekmann concerning the request from Steve Bur gason of Ansley Development to amend the development agreement incentive for the subdivision was the final item for consideration. Moved by Corrieri, seconded by Beatty-Hansen, to place the item on a future agenda. Vote on Motion: 6-0. Motion declared carried unanimously. REPORT OF GOVERNING BODY: The Members of the City Council and Mayor provided highlights from their attendance at various board and commission meetings. COUNCIL COMMENTS: The Mayor and City Council Members reported on various events attended, upcoming meetings, community events, and items of interest. ADJOURNMENT: Moved by Gartin, seconded by Betcher, to adjourn the meeting at 8:29 p.m. _______________________________ _______________________________ Carly M. Watson, Deputy City Clerk John A. Haila, Mayor _______________________________ Renee Hall, City Clerk 18 1 SUMMARY OF MINUTES OF THE SPECIAL MEETING OF THE AMES CITY COUNCIL AMES, IOWA APRIL 21, 2026 The Special Meeting of the Ames City Council was called to order by Mayor Pro Tem Anita Rollins at 6:00 p.m. on the 21st day of April, 2026, in the City Council Chambers in City Hall, 515 Clark Avenue, pursuant to law. Present were Council Members Bronwyn Beatty-Hansen, Gloria Betcher, and Rachel Junck. Council Member Tim Gartin joined the meeting electronically. Mayor John Haila and Council Member Amber Corrieri were absent. CONSENT AGENDA: Moved by Betcher, seconded by Junck, to approve Consent Agenda. 1. RESOLUTION NO. 26-241 approving Change Order No. 16 with Van Maanen Electric, In., of Newton, IA for the Fitch Family Indoor Aquatic Center Bid Package 26-1 in the amount of $17,430 Roll Call Vote: 5-0. Resolution declared adopted unanimously, signed by Mayor Pro Tem and hereby made a portion of these Minutes. WORKSHOP ON NEW THERMAL GENERATION PROJECT: Director of Electric Services Donald Kom, along with Assistant Director Curtis Spence, and PFM Managing Director Chris Lover presented a comprehensive update on the Ames Municipal Energy Center, explaining the need to construct new thermal generating capacity by installing reciprocating internal combustion engines (RICE). Director Lover emphasized that the RICE units serve as risk mitigation tools for both capacity and energy price volatility. The City Council Members engaged in discussion with staff. No action was required currently from City Council. However, in the next few months, Director Kom noted City Council would be asked to take several steps to facilitate the project moving forward. Mayor Pro Tem Rollins opened and closed Public Input when no one came forward to speak. WORKSHOP ON SOLAR ENERGY PROJECT AT AMES MUNICIPAL AIRPORT: Director Kom presented the opportunity to develop a 24.9-megawatt utility-scale solar farm at the Ames Municipal Airport, working with Recall Strategies, a solar development firm who has been identified as having an interest in constructing this project. The City Council Members engaged in discussion with staff. Director Kom requested City Council direction for next steps, highlighting the recommendation to pursue Step 1 and therefore attempt to develop a revocable land lease. Mayor Pro Tem Rollins opened the Public Input. Bob Haas expressed support for the solar project, highlighting it as beneficial to customers during peak demand periods. Jeri Neal, on behalf of the Ames Climate Action Team, emphasized the benefits of the project including diverse energy portfolio, financial hedging, and disaster resilience. 19 1 Mayor Pro Tem Rollins closed Public Input when no one else came forward to speak. Moved by Beatty-Hansen, seconded by Junck, to proceed with Step 1: Develop a revocable lease agreement with Recall Strategies. Vote on Motion: 5-0. Motion declared carried unanimously. COUNCIL COMMENTS: The Mayor and City Council Members reported on various events attended, upcoming meetings, community events, and items of interest. Moved by Beatty-Hansen, seconded by Betcher, to direct staff to reach out to the Iowa Department of Transportation regarding maintenance and upkeep of its right-of-way along Grand Avenue between Lincoln Way and Sixth Street, particularly addressing garbage cleanup. Vote on Motion: 5-0. Motion declared carried unanimously. ADJOURNMENT: Moved by Beatty-Hansen, seconded by Betcher, to adjourn the meeting at 8:47 p.m. Vote on Motion: 5-0. Motion declared carried unanimously. Renee Hall, City Clerk Anita Rollins, Mayor Pro Tem 20 To:Mayor and City Council From:Taylor Swanson, Deputy City Clerk Date:April 28, 2026 Subject:Ownership Update for Class E Retail Alcohol License - Sam's Club #6568, 305 Airport Road Item No. 7 MEMO Please see the attached documentation for a motion approving Ownership Update for Class E Retail Alcohol License - Sam's Club #6568, 305 Airport Road. ATTACHMENT(S): Ownership Amendment - Sam's Club #6568.pdf Administration 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 21 City of Ames Local Authority Review Ownership Amendment Business Information Legal Business Name: Sam’s West Inc Old Ownership Information • Allen, Matthew (owner) New Ownership Information • Allen, Matthew (owner) • Little, Sarah (officer) • Fenton, Carey (officer) • Watkins, Taronzi Latreice (officer) • Vick, Brandon (officer) Impacted Licenses LE0000829, Class E Retail Alcohol License, Sam’s Club #6568, 305 Airport Road Criminal History Has anyone listed on the Ownership page been charged or convicted of a felony offense in Iowa or any other state of the United States? NO Has anyone listed on the Ownership page been convicted of any violation of any state, county, city, federal or foreign law? For traffic violations, only include those that are drug or alcohol related. NO 22 To:Mayor and City Council From:Taylor Swanson, Deputy City Clerk Date:April 28, 2026 Subject:New 5-Day (April 30-May 4, 2026) Special Class C Retail Alcohol License - Gateway Market, 531 Bissell Road Room 1320 Item No. 8 MEMO Please see the attached documentation for a motion approving new 5-Day (April 30-May 4, 2026) Special Class C Retail Alcohol License - Gateway Market, 531 Bissell Road Room 1320. ATTACHMENT(S): Gateway Market 5-Day Alcohol License Application Administration 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 23 SPECIAL CLASS "C" RETAIL ALCOHOL LICENSE APPLICATION Business Information Name of Legal Entity: ORCHESTRATE MANAGEMENT ASSOC V LLC FEIN: XX-XXX1502 Business Type: Limited Liability Company This business is registered with the Secretary of State. Business Number of Secretary of State: 339740 Premises Information Premises DBA: GATEWAY MARKET Premises Address: THERKILDSEN INDUSTRIAL ENGINEERING BUILDING 531 BISSELL RD RM 1320 AMES IA 50011-0001 Premises Type: Other Control of Premises: Other Other control description: contracted for special event Is your premises equipped with at least one adequate, conveniently located indoor or outdoor toilet facility for use by patrons? Yes Does your premises conform to all local and state health, fire and building laws and regulations? Yes Is your establishment equipped with tables and seats to accommodate a minimum of 25? Yes License Information Effective Date: 30-Apr-2026 Length of License Requested: 5DAY 24 Ownership Information Endorsements Local Authority: City of Des Moines Dramshop Company: MIDWEST FAMILY MUTUAL INSURANCE COMPANY Criminal History Details Has anyone listed on the Ownership page been charged or convicted of a felony offense in Iowa or any other state of the United States? No Has anyone listed on the Ownership page been convicted of any violation of any state, county, city, federal or foreign law? For traffic violations, only include those that are drug or alcohol related. No Criminal Violations Contact Information Contact Name: MICHELLE MATHEWS Type Name ID Type ID DOB Phone Address Percentage Individual MATHEWS, MICHELLE SSN ***-**-3646 16-Dec-19 71 130 E 3RD ST., STE 201 DES MOINES IA 50309 0.00 Individual FORMARO, GEORGE SSN ***-**-8580 29-Sep-19 67 6805 TIMBERWOL F LN. DES MOINES IA 50320 12.54 Individual ROTTENBER G, PAUL SSN ***-**-5815 01-Jun-19 56 3127 DRUID HILL DR. DES MOINES IA 50315 29.78 Individual RASMUSSEN 2020 DGT EXEMPT TRUST, LYNETTE S. SSN ***-**-6089 10-Jul-196 5 PO BOX 3333 DES MOINES IA 50316 11.45 Individual GROUP, LLC, PARTNERS DEVELOPME NT SSN ***-**-7516 01-Jan-20 05 8525 DOUGLAS AVE, STE 34 URBANDALE IA 50322 11.45 Individual HUNTER, JEFF SSN ***-**-7891 06-Mar-19 51 410 27 ST. DES MOINES IA 50312 11.45 25 Phone Number: 5156508308 Email Address: mmathews@ohospitality.com Address: 515 E LOCUST ST STE 302 DES MOINES IA 50309-1968 Attestation Information Attestation Name: MICHELLE MATHEWS Attestation Date: 19-Mar-2026 26 To:Mayor & City Council From:Taylor Swanson, Deputy City Clerk Date:April 28, 2026 Subject:New 8-Month Class C Retail Alcohol License with Outdoor Service - La Casa Maya, 631 Lincoln Way Item No. 9 MEMO Please see attached documentation for a new 8-Month Class C Retail Alcohol License with Outdoor Service - La Casa Maya, 631 Lincoln Way. ATTACHMENT(S): La Casa Maya - Alcohol License Application.pdf Administration 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 27 CLASS "C" RETAIL ALCOHOL LICENSE APPLICATION Business Information Name of Legal Entity: LOS COMPADRES INC FEIN: XX-XXX7354 Business Type: Corporation This business is registered with the Secretary of State. Business Number of Secretary of State: 616105 Premises Information Premises DBA: LA CASA MAYA Premises Address: 631 LINCOLN WAY AMES IA 50010-6910 Premises Type: Restaurant Number of Floors: 1 Control of Premises: Lease Is your premises equipped with at least one adequate, conveniently located indoor or outdoor toilet facility for use by patrons? Yes Does your premises conform to all local and state health, fire and building laws and regulations? Yes Is your establishment equipped with tables and seats to accommodate a minimum of 25? Yes License Information Effective Date: 07-May-2026 Length of License Requested: 8MONTH 28 Ownership Information Endorsements Local Authority: City of Ames Dramshop Company: ILLINOIS CASUALTY CO Criminal History Details Has anyone listed on the Ownership page been charged or convicted of a felony offense in Iowa or any other state of the United States? No Has anyone listed on the Ownership page been convicted of any violation of any state, county, city, federal or foreign law? For traffic violations, only include those that are drug or alcohol related. No Criminal Violations Contact Information Contact Name: MARIA RUBI Phone Number: (515) 288-3188 Email Address: maria@communitycpa.com Address: 631 LINCOLN WAY AMES IA 50010-6910 Attestation Information Attestation Name: JUAN HERNANDEZ Attestation Date: 21-Apr-2026 Type Name ID Type ID DOB Phone Address Percentage Individual HERNANDEZ , JUAN SSN ***-**-8979 16-May-1 980 631 LINCOLN WAY AMES IA 50010 100.00 29 To:Mayor John Haila and Ames City Council Members From:Major Jason Tuttle, Ames Police Department Date:April 28, 2026 Subject:Alcohol License Renewals Item No. 10 MEMO The following licenses are eligible for renewal: a. Bar la Tosca, 303 Welch Avenue Ste 101, Class C Retail Alcohol License with Outdoor Service, Pending Dramshop Review b. El Jefe Mexican Cuisine LLC, 524 Lincoln Way, Class C Retail Alcohol License with Catering Privilege c. Great Plains Sauce & Dough Co., 129 Main Street, Special Class C Retail Alcohol License, Pending Dramshop Review d. Hy-Vee Ames Fast and Fresh 1, 4018 Lincoln Way, Class E Retail Alcohol License e. Jeff's Pizza Shop, 2402 Lincoln Way, Special Class C Retail Alcohol License f. Mother's Pub, 2900 West Street, Class C Retail Alcohol License with Catering Privilege and Outdoor Service g. Walgreens #12108, 2719 Grand Avenue, Class E Retail Alcohol License A review of police records for the past 12 months found no liquor law violations for Bar La Tosca, El Jefe Mexican Cuisine LLC, Great Plains Sauce & Dough Co., Hy-Vee Ames Fast and Fresh 1, Jeff’s Pizza Shop, Mother ’s Pub and Walgreens. The Police Department recommends the license renewal for these businesses. Police 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 30 To:Mayor and City Council From:Keith Abraham, Parks and Recreation Director Date:April 28, 2026 Subject:Fitch Family Indoor Aquatic Center Monthly Update Item No. 11 MEMO PROJECT UPDATE: In accordance with a previous directive, staff is required to keep the City Council informed of the construction status of the Fitch Family Indoor Aquatic Center (FFIAC) and will provide a written update at Council's second meeting of each month. Additionally, staff, along with representatives from Story Construction and RDG Planning and Design, will provide an in-person update once per quarter (January, April, July, & October). If anything occurs during the project that requires Council action, staff will present this in a timely manner. In accordance with this directive, the City's Construction Manager for the project, Story Construction, has provided a Project Status Update (Attachment A). There are several updates for City Council regarding the project. Precast Concrete Panels Conversations regarding the 25-year warranty for the stain are ongoing as staff believes the warranty should cover labor as well as materials. The contractor has agreed to stain a 100' wide by 8' high mock up on the north side of the natatorium, although there is no timeline for when the work will be completed. Once the mock up is done, staff will present its findings at a future Council meeting. Heated Sidewalk Contractors removed the concrete that included the wire to heat the sidewalk. New wire was placed and new concrete was poured. The work was completed April 15-16 at no cost to the City. Parks and Recreation 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 31 Southwest Glazing The temporary tempered glass has been removed, and the permanent glazing has been installed. This was also completed at no cost to the City. State Inspection Although the State did issue the City a license for each basin, two waivers needed to be submitted regarding water inlets in the lap pool and Recreation pool. State Code requires wall inlets in the lap pool to be no further than 5' from the corners. The southwest corner has one inlet at 5'9" from the corner and the other inlet is 7' from the corner. In the recreation pool, a floor inlet was not installed. Waters Edge has submitted these waivers and provided modeling showing that the water in both pools circulates sufficiently, which was the concern from the State. Building Commissioning The City hired a Commissioning Agent (CA) to ensure all equipment is working as expected. There are several items that the CA is working with the contractors to correct. Most notably, there are two items related to the imbalance of pressures and potential moisture between the natatorium and non-natatorium space. Soil and Ground Water Contamination No contaminated soils or groundwater has been found to date. CHANGE ORDER SUMMARY: There were two change orders since the last report, and the changes thus far on the project are shown on the change order log (Attachment B). Folding Seat Revisions - $2,507. Staff directed the contractor to install different folding seats in the locker rooms which included drywall repair and painting. Electrical Work Associated with Water Slide Railing, Boiler E-Stops, and Miscellaneous Items - $17,430. These items were completed per staff direction. To date, construction change orders for the project total $546,059, or 26.0% of the contingency budget. The contingency for this project is $2.1 million with a current balance of $1,553,941. There is also $1 million set aside for mitigation of contamination issues, which has not been used at this time. ATTACHMENT(S): Attachment A - Story Construction Monthly Project Status Update 2026-4.pdf Attachment B - Change Order Log - 4-28-26.pdf Parks and Recreation 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 32 Fitch Family Indoor Aquatic Center Monthly Project Status Report April 2026 PROJECT PROGRESS: 1. The State Pool Inspection: Water’s Edge submitted the waiver requests to the State for record and the team anticipates the forms will satisfy the State’s requirements. 2. The final glazing (glass) was installed on the southwest elevation of the Natatorium. 3. The sitework punch list was completed by the civil design team. 4. The low voltage wiring contractor continues their work on the integration of the Audio-Visual system with the needs of the facility. 5. The excavation for the southwest biocell started and the last of the utility structures are installed. Final grading and plantings will be complete by mid-May. 6. Owner Trainings will continue as Parks & Recreation begins using the facility. 7. Parks & Recreation held lifeguard certification training. 8. The City held a Donor Wall dedication event. 9. The HVAC Commissioning testing will begin early May. All mechanical equipment is online, including warm weather units. 10. Building Envelope Consult inspections are complete. 11. Contractors are over 90% complete with their punch list activities. 12. Story Construction will continue to facilitate the closeout documentation process with the design team and the City. PROJECT PHOTOS: [Next page] Page 1 of 2 33 Progress Description Taken Date 04/16/2026 at 08:49 am Upload Date 04/16/2026 at 08:50 am Uploaded By Deb Thurmond Progress Description Taken Date 04/16/2026 at 08:46 am Upload Date 04/16/2026 at 08:46 am Uploaded By Deb Thurmond Story Construction Co. Printed on Tue Apr 21, 2026 at 08:50 pm CDT Job #: 23401-01 Fitch Family Indoor Aquatic Center 115 N Elm Avenue Ames, Iowa 50010 Page 2 of 2 DONOR WALL - FITCH HISTORY PANEL IN PROGRESS SOUTHWEST PERMANENT GLAZING INSTALLED 34 Contractor Change Order #Description Amount Balance Beginning Contingency Balance $ 2,100,000 All Star Concrete 1 Precast Enbeds Install Change Contracts $ 10,010 $ 2,089,990 All Star Concrete 2 Increase Concrete Thickness in Maintenance Area $ 7,029 $ 2,082,961 All Star Concrete 3 Polished Concrete Floors $ 22,000 $ 2,060,961 All Star Concrete 4 Mechanical Equipment Relocation in Maintenance Area $ 7,885 $ 2,053,076 Core Construction 1 IDPH Permit Review, Precast Panel Joint Mods, Mechanical Louver Mods, Steel Lintel, Precast Enbeds Install Change Contracts $ 22,065 $ 2,031,011 Core Construction 2 Misc. Structural Revisions & South Elevation Glazing Revised $ 3,979 $ 2,027,032 Core Construction 3 Geared Trolley and Hoist $ (2,952) $ 2,029,984 Core Construction 4 Sink Countertop Brackets $ (1,203) $ 2,031,187 Core Construction 5 Channel Support $ 3,739 $ 2,027,448 Core Construction 6 Hoist Beam End Stop $ 1,356 $ 2,026,092 Forrest & Associates 1 Channel Support $ 1,163 $ 2,024,929 Lansink Construction 1 Wet Room Door Change, Multipurpose Room Cubbies $ 42,129 $ 1,982,800 Lansink Construction 2 Door 115A Change to FRP $ 2,858 $ 1,979,942 Lansink Construction 3 Interior Finishes $ 3,021 $ 1,976,921 Lansink Construction 4 Check-In Standing Desk $ 3,995 $ 1,972,926 Lansink Construction 5 Sink Countertop Brackets $ 1,639 $ 1,971,287 Lansink Construction 6 Wood Blocking $ 752 $ 1,970,535 Lansink Construction 7 Waterproof Exterior - Aquatic Mechanical $ 1,167 $ 1,969,368 Lansink Construction 8 Converting Room 108 Shower to a Roll In Shower $ 2,653 $ 1,966,715 Lansink Construction 9 Donor Wall $ 33,224 $ 1,933,491 Lansink Construction 10 Additional Changing Room Tile $ 2,597 $ 1,930,894 Lansink Construction 11 Roller Shade Add in Aquatic Manager Office $ 1,103 $ 1,929,791 Lansink Construction 12 Folding Seats & Sanitary Dispensers $ 3,329 $ 1,926,462 Lansink Construction 13 Stainless Steel Railing at the Water Slide $ 10,732 $ 1,915,730 Central States Roofing 1 IDPH Permit Review, Mechanical Louver Mods $ 1,647 $ 1,914,083 Central States Roofing 2 Roofing Over Hollow Core $ 5,116 $ 1,908,967 Orning Glass Company 1 Wet Room Door Changes $ (3,823) $ 1,912,790 Orning Glass Company 2 Window Frit Revisions $ 1,743 $ 1,911,047 Orning Glass Company 3 Auto Door Operators $ 9,757 $ 1,901,290 Orning Glass Company 4 Entry Way Column Metal Wrap $ 438 $ 1,900,852 Orning Glass Company 5 Temporary Glazing $ 3,870 $ 1,896,982 Hilsabek Schacht 1 Wet Room Door Change $ - $ 1,896,982 Hilsabek Schacht 2 Door 115A Change to FRP $ - $ 1,896,982 Hilsabek Schacht 3 Donor Wall Drywall $ 3,557 $ 1,893,425 Hilsabek Schacht 4 Site Signage $ (350) $ 1,893,775 Hilsabek Schacht 5 Precast Pocket Covers $ 2,598 $ 1,891,177 Hilsabek Schacht 6 Omit Painting - Mechanical Rooms $ (3,280) $ 1,894,457 Hilsabek Schacht 7 Close Off Top Of South Wellness Precast $ 3,808 $ 1,890,649 Hilsabek Schacht 8 Wellness Precast Vertical Joints & Frame Top of Masonry $ 3,656 $ 1,886,993 Hilsabek Schacht 9 Curtain Wall 12 & Metal Panels $ 599 $ 1,886,394 Hilsabek Schacht 10 AV Media Player Touch Pads Antenna & Mic $ 1,212 $ 1,885,182 Hilsabek Schacht 11 Folding Seat Revisions $ 2,507 $ 1,882,675 FITCH FAMILY INDOOR AQUATIC CENTER CHANGE ORDER LOG (As of 4/28/26) Highlighted Rows Indicate New Change Orders Since the Last Update 35 Sande Construction 1 IDPH Permit Review Updates $ 1,370 $ 1,881,305 Sande Construction 2 CO2 Tank Distribution Piping $ 2,692 $ 1,878,613 Sande Construction 3 Sump Pump Rail System and Backwash Pit Grate $ 4,744 $ 1,873,869 Sande Construction 4 Emergency Stops Added $ 269 $ 1,873,600 Sande Construction 5 Temporary Glazing Credit & SS Railing at Water Slide $ (3,685) $ 1,877,285 Midwest Fire Sprinkler 1 Omit Sprinkler Heads at Main Entry Exterior $ (700) $ 1,877,985 Brockway Mechanical 1 Hydronic Pumps Flow Update $ (2,320) $ 1,880,305 Brockway Mechanical 2 IDPH Permit Review Updates, 6" Storm Drain Relocation, Mechanical Louver Mods, Glycol Feed Dual Pump $ 38,702 $ 1,841,603 Brockway Mechanical 3 State Requirements $ 12,033 $ 1,829,570 Brockway Mechanical 4 Pool Trench Drain Float Alarm $ 2,318 $ 1,827,252 Brockway Mechanical 5 Converting Room 108 Shower to a Roll In Shower $ 7,180 $ 1,820,072 Brockway Mechanical 6 Aquatic Storage Rooms HVAC $ 6,626 $ 1,813,446 Brockway Mechanical 7 Aquatic Storage Rooms Piping Insulation $ 1,141 $ 1,812,305 Brockway Mechanical 8 Mechanical Equipment Relocation in Maintenance Area $ 44,749 $ 1,767,556 Brockway Mechanical 9 Boiler E-Stop & Carbon Monoxide Detectors $ 404 $ 1,767,152 Van Maanen Electric 1 IDPH Permit Review Updates $ 21,953 $ 1,745,199 Van Maanen Electric 2 Transformer Relocate $ 14,237 $ 1,730,962 Van Maanen Electric 3 Light Fixture SWA Dimming $ 4,679 $ 1,726,283 Van Maanen Electric 4 Exterior Signage Lighting Controls $ 1,007 $ 1,725,276 Van Maanen Electric 5 Pool Trench Drain Float Alarm $ 1,356 $ 1,723,920 Van Maanen Electric 6 Wiring Auto Door Operators in Corridor 108 $ 959 $ 1,722,961 Van Maanen Electric 7 ICN Connection $ 9,040 $ 1,713,921 Van Maanen Electric 8 New Light Fixture for Vestibule & Exterior $ 2,411 $ 1,711,510 Van Maanen Electric 9 Change TV Mounting Heights $ 1,049 $ 1,710,461 Van Maanen Electric 10 Redo Conduit in Thickened Slab in Maintenance Area $ 483 $ 1,709,978 Van Maanen Electric 11 AV Media Player Touch Pads Antenna & Mic $ 15,144 $ 1,694,834 Van Maanen Electric 12 Aquatic Storage HVAC & Boiler Breaker Voltage $ 8,348 $ 1,686,486 Van Maanen Electric 13 Distributed Antenna System Credit and Combo Starter NEMA 4 $ (2,412) $ 1,688,898 Van Maanen Electric 14 Microwave Circuit & Flood Prevention Valve Alert $ 1,524 $ 1,687,374 Van Maanen Electric 15 Emergency Stops Added and AV Webcast Changes $ 7,233 $ 1,680,141 Van Maanen Electric 16 Maintenance Area, Water Slide Railing, Boiler E-Stops, Misc. $ 17,430 $ 1,662,711 Con-Struct 1 Water Service Disconnect $ 7,747 $ 1,654,964 Con-Struct 2 Building Rubble Removal $ 45,419 $ 1,609,545 Con-Struct 3 Planting Revisions $ (737) $ 1,610,282 Con-Struct 4 Curb Strip Restoration $ 9,702 $ 1,600,580 Con-Struct 5 Southeast Planting Revisions & Dormant Seed Matting $ 2,575 $ 1,598,005 Iowa Pipe & Grading 1 Storm & Existing Water Utility Conflict & Sanitary Tie in at N. 2nd Ave $ 14,518 $ 1,583,487 Lakeside 1 Site Signage $ 2,120 $ 1,581,367 Lakeside 2 CyRide Concrete Pad $ 296 $ 1,581,071 Lakeside 3 Replace Curb & Gutter on Oak Avenue $ 27,130 $ 1,553,941 Totals / Current Balance $ 546,059 $ 1,553,941 36 ITEM #:12 DATE:04-28-26 DEPT:P&R SUBJECT:REQUESTS FOR AMES ON THE HALF SHELL COUNCIL ACTION FORM BACKGROUND: In 2003, the Ames Jaycees hosted the first-ever Ames on the Half Shell at Bandshell Park. This event was established to raise money for the Durham Bandshell restoration while introducing an evening summer concert series in Ames. The event includes a live band with concession sales (food, beer, wine coolers, and soft drinks). Ames on the Half Shell in 2026 will be held on five Friday evenings May 29 – June 26. The band will play between the approximate hours of 5:00 and 8:00 p.m., but no later than 8:30 p.m. Again this year, the Ames Jaycees are requesting that the group be allowed to sell alcohol (beer and wine coolers) at Bandshell Park during this event. According to the Jaycees, the sale of alcohol is what allows the group to raise money that is given directly back to the community through its projects. The Jaycees are required to obtain a State alcohol license and dramshop insurance. Alcohol would be served between the hours of 5:00 and 8:00 p.m. and consumed at ground level within a fenced-in area. The alcohol would need to be consumed by 9:00 p.m. or before the removal of the temporary fencing, whichever comes first. Municipal Code Section 17.17 prohibits the consumption of alcohol in public places, except premises covered by a valid alcohol license or certain specific City parks. Bandshell Park is not a location where alcoholic beverages are normally permitted and, therefore, a waiver of enforcement of Section 17.17 of the Municipal Code is required, along with approval of the alcohol license necessary to serve the public. The Parks and Recreation Commission reviewed this request at its March 26, 2026, meeting. The Commission recommended that City Council grant this waiver for Ames on the Half Shell on Fridays, May 29 - June 26. ALTERNATIVES: 1. City Council can approve: a. A waiver of enforcement of Section 17.17 of the Municipal Code from 5:00 p.m. to 9:00 p.m. on Fridays, May 29 – June 26, to allow the Ames Jaycees to sell alcohol for Ames on the Half Shell at Bandshell Park. b. Motion approving 5-Day License - Special Class C Retail Alcohol License with Outdoor Service - Ames on the Half Shell, Bandshell Park, for: i. May 29 - June 02, 2026 ii. June 04 - June 08, 2026 iii. June 11 - June 15, 2026 iv. June 18 - June 22, 2026 v. June 25 - June 29, 2026 37 2. Deny the request and do not allow the consumption of alcohol at Bandshell Park during Ames on the Half Shell. 3. Refer back to staff. CITY MANAGER'S RECOMMENDED ACTION: The Ames Jaycees have hosted this event at Bandshell Park for 20 years. Each year, Parks and Recreation administrative staff observes the event. Staff has been consistently impressed with the level of organization the Jaycees provide for the event, which draws people of all ages. The Police Department receives very few phone calls or complaints pertaining to the event. Staff also takes into consideration the overall positive comments from the neighborhood. The ability to sell alcohol allows the Jaycees to fulfill its commitment to community betterment, which includes Parks and Recreation projects. Therefore, it is the recommendation of the City Manager that the City Council approve Alternative No. 1 as stated above. ATTACHMENT(S): Jaycees 5-Day Alcohol License Application - 2026 0529.pdf Jaycees 5-Day Alcohol License Application - 2026 0605.pdf Jaycees 5-Day Alcohol License Application - 2026 0612.pdf Jaycees 5-Day Alcohol License Application - 2026 0619.pdf Jaycees 5-Day Alcohol License Application - 2026 0626.pdf 38 SPECIAL CLASS "C" RETAIL ALCOHOL LICENSE APPLICATION Business Information Name of Legal Entity: AMES JAYCEES FEIN: XX-XXX5796 Business Type: ETC This business is not registered with the Secretary of State. Premises Information Premises DBA: AMES JAYCEES Premises Address: 125 EAST 5TH STREET AMES IA 50010 Premises Type: Special Event Number of Floors: 1 Control of Premises: Lease Is your premises equipped with at least one adequate, conveniently located indoor or outdoor toilet facility for use by patrons? Yes Does your premises conform to all local and state health, fire and building laws and regulations? Yes Is your establishment equipped with tables and seats to accommodate a minimum of 25? Yes License Information Effective Date: 29-May-2026 Length of License Requested: 5DAY Provided description of the Outdoor Service Area: Fenced portion of Bandshell Park owned by the City of Ames. No other licenses on premises. Privilege(s) Requested Outdoor Service - Allows the selling/serving of alcoholic beverages by the license/permit in a designated, adjacent outdoor area. 39 Ownership Information Endorsements Local Authority: City of Ames Dramshop Company: ILLINOIS CASUALTY CO Criminal History Details Has anyone listed on the Ownership page been charged or convicted of a felony offense in Iowa or any other state of the United States? No Has anyone listed on the Ownership page been convicted of any violation of any state, county, city, federal or foreign law? For traffic violations, only include those that are drug or alcohol related. No Criminal Violations Contact Information Contact Name: MELISSA ANGSTROM Phone Number: 5158351255 Email Address: melissa.angstrom@gmail.com Address: 1108 S 4TH ST UNIT 3 AMES IA 50010-6959 Attestation Information Attestation Name: MELISSA ANGSTROM Attestation Date: 03-Apr-2026 Type Name ID Type ID DOB Phone Address Percentage Company AMES JAYCEES FEIN XX-XXX5796 PO BOX 624 AMES IA 50010-0624 100.00 Individual ANGSTROM, MELISSA SSN ***-**-8382 26-Feb-19 82 1108 S 4TH ST UNIT 3 AMES IA 50010-6959 0.00 40 SPECIAL CLASS "C" RETAIL ALCOHOL LICENSE APPLICATION Business Information Name of Legal Entity: AMES JAYCEES FEIN: XX-XXX5796 Business Type: ETC This business is not registered with the Secretary of State. Premises Information Premises DBA: AMES JAYCEES Premises Address: 125 EAST 5TH STREET AMES IA 50010 Premises Type: Special Event Number of Floors: 1 Control of Premises: Lease Is your premises equipped with at least one adequate, conveniently located indoor or outdoor toilet facility for use by patrons? Yes Does your premises conform to all local and state health, fire and building laws and regulations? Yes Is your establishment equipped with tables and seats to accommodate a minimum of 25? Yes License Information Effective Date: 04-Jun-2026 Length of License Requested: 5DAY Provided description of the Outdoor Service Area: Fenced portion of Bandshell Park owned by the City of Ames. No other licenses on premises. Privilege(s) Requested Outdoor Service - Allows the selling/serving of alcoholic beverages by the license/permit in a designated, adjacent outdoor area. 41 Ownership Information Endorsements Local Authority: City of Ames Dramshop Company: ILLINOIS CASUALTY CO Criminal History Details Has anyone listed on the Ownership page been charged or convicted of a felony offense in Iowa or any other state of the United States? No Has anyone listed on the Ownership page been convicted of any violation of any state, county, city, federal or foreign law? For traffic violations, only include those that are drug or alcohol related. No Criminal Violations Contact Information Contact Name: MELISSA ANGSTROM Phone Number: 5158351255 Email Address: melissa.angstrom@gmail.com Address: 1108 S 4TH ST UNIT 3 AMES IA 50010-6959 Attestation Information Attestation Name: MELISSA ANGSTROM Attestation Date: 03-Apr-2026 Type Name ID Type ID DOB Phone Address Percentage Company AMES JAYCEES FEIN XX-XXX5796 PO BOX 624 AMES IA 50010-0624 100.00 Individual ANGSTROM, MELISSA SSN ***-**-8382 26-Feb-19 82 1108 S 4TH ST UNIT 3 AMES IA 50010-6959 0.00 42 SPECIAL CLASS "C" RETAIL ALCOHOL LICENSE APPLICATION Business Information Name of Legal Entity: AMES JAYCEES FEIN: XX-XXX5796 Business Type: ETC This business is not registered with the Secretary of State. Premises Information Premises DBA: AMES JAYCEES Premises Address: 125 EAST 5TH STREET AMES IA 50010 Premises Type: Special Event Number of Floors: 1 Control of Premises: Lease Is your premises equipped with at least one adequate, conveniently located indoor or outdoor toilet facility for use by patrons? Yes Does your premises conform to all local and state health, fire and building laws and regulations? Yes Is your establishment equipped with tables and seats to accommodate a minimum of 25? Yes License Information Effective Date: 11-Jun-2026 Length of License Requested: 5DAY Provided description of the Outdoor Service Area: Fenced portion of Bandshell Park owned by the City of Ames. No other licenses on premises. Privilege(s) Requested Outdoor Service - Allows the selling/serving of alcoholic beverages by the license/permit in a designated, adjacent outdoor area. 43 Ownership Information Endorsements Local Authority: City of Ames Dramshop Company: ILLINOIS CASUALTY CO Criminal History Details Has anyone listed on the Ownership page been charged or convicted of a felony offense in Iowa or any other state of the United States? No Has anyone listed on the Ownership page been convicted of any violation of any state, county, city, federal or foreign law? For traffic violations, only include those that are drug or alcohol related. No Criminal Violations Contact Information Contact Name: MELISSA ANGSTROM Phone Number: 5158351255 Email Address: melissa.angstrom@gmail.com Address: 1108 S 4TH ST UNIT 3 AMES IA 50010-6959 Attestation Information Attestation Name: MELISSA ANGSTROM Attestation Date: 03-Apr-2026 Type Name ID Type ID DOB Phone Address Percentage Company AMES JAYCEES FEIN XX-XXX5796 PO BOX 624 AMES IA 50010-0624 100.00 Individual ANGSTROM, MELISSA SSN ***-**-8382 26-Feb-19 82 1108 S 4TH ST UNIT 3 AMES IA 50010-6959 0.00 44 SPECIAL CLASS "C" RETAIL ALCOHOL LICENSE APPLICATION Business Information Name of Legal Entity: AMES JAYCEES FEIN: XX-XXX5796 Business Type: ETC This business is not registered with the Secretary of State. Premises Information Premises DBA: AMES JAYCEES Premises Address: 125 EAST 5TH STREET AMES IA 50010 Premises Type: Special Event Number of Floors: 1 Control of Premises: Lease Is your premises equipped with at least one adequate, conveniently located indoor or outdoor toilet facility for use by patrons? Yes Does your premises conform to all local and state health, fire and building laws and regulations? Yes Is your establishment equipped with tables and seats to accommodate a minimum of 25? Yes License Information Effective Date: 18-Jun-2026 Length of License Requested: 5DAY Provided description of the Outdoor Service Area: Fenced portion of Bandshell Park owned by the City of Ames. No other licenses on premises. Privilege(s) Requested Outdoor Service - Allows the selling/serving of alcoholic beverages by the license/permit in a designated, adjacent outdoor area. 45 Ownership Information Endorsements Local Authority: City of Ames Dramshop Company: ILLINOIS CASUALTY CO Criminal History Details Has anyone listed on the Ownership page been charged or convicted of a felony offense in Iowa or any other state of the United States? No Has anyone listed on the Ownership page been convicted of any violation of any state, county, city, federal or foreign law? For traffic violations, only include those that are drug or alcohol related. No Criminal Violations Contact Information Contact Name: MELISSA ANGSTROM Phone Number: 5158351255 Email Address: melissa.angstrom@gmail.com Address: 1108 S 4TH ST UNIT 3 AMES IA 50010-6959 Attestation Information Attestation Name: MELISSA ANGSTROM Attestation Date: 03-Apr-2026 Type Name ID Type ID DOB Phone Address Percentage Company AMES JAYCEES FEIN XX-XXX5796 PO BOX 624 AMES IA 50010-0624 100.00 Individual ANGSTROM, MELISSA SSN ***-**-8382 26-Feb-19 82 1108 S 4TH ST UNIT 3 AMES IA 50010-6959 0.00 46 SPECIAL CLASS "C" RETAIL ALCOHOL LICENSE APPLICATION Business Information Name of Legal Entity: AMES JAYCEES FEIN: XX-XXX5796 Business Type: ETC This business is not registered with the Secretary of State. Premises Information Premises DBA: AMES JAYCEES Premises Address: 125 EAST 5TH STREET AMES IA 50010 Premises Type: Special Event Number of Floors: 1 Control of Premises: Lease Is your premises equipped with at least one adequate, conveniently located indoor or outdoor toilet facility for use by patrons? Yes Does your premises conform to all local and state health, fire and building laws and regulations? Yes Is your establishment equipped with tables and seats to accommodate a minimum of 25? Yes License Information Effective Date: 25-Jun-2026 Length of License Requested: 5DAY Provided description of the Outdoor Service Area: Fenced portion of Bandshell Park owned by the City of Ames. No other licenses on premises. Privilege(s) Requested Outdoor Service - Allows the selling/serving of alcoholic beverages by the license/permit in a designated, adjacent outdoor area. 47 Ownership Information Endorsements Local Authority: City of Ames Dramshop Company: ILLINOIS CASUALTY CO Criminal History Details Has anyone listed on the Ownership page been charged or convicted of a felony offense in Iowa or any other state of the United States? No Has anyone listed on the Ownership page been convicted of any violation of any state, county, city, federal or foreign law? For traffic violations, only include those that are drug or alcohol related. No Criminal Violations Contact Information Contact Name: MELISSA ANGSTROM Phone Number: 5158351255 Email Address: melissa.angstrom@gmail.com Address: 1108 S 4TH ST UNIT 3 AMES IA 50010-6959 Attestation Information Attestation Name: MELISSA ANGSTROM Attestation Date: 03-Apr-2026 Type Name ID Type ID DOB Phone Address Percentage Company AMES JAYCEES FEIN XX-XXX5796 PO BOX 624 AMES IA 50010-0624 100.00 Individual ANGSTROM, MELISSA SSN ***-**-8382 26-Feb-19 82 1108 S 4TH ST UNIT 3 AMES IA 50010-6959 0.00 48 ITEM #:13 DATE:04-28-26 DEPT:ADMIN SUBJECT:REQUESTS FOR AMES PRIDEFEST COUNCIL ACTION FORM BACKGROUND: Ames Pride, a non-profit organization dedicated to building community for LGBTQIA+ people in the City of Ames, is proposing to host its sixth annual Ames Pridefest from 10:00 a.m. to 8:00 p.m. on Saturday, October 10. Ames Pridefest is an all-ages and family-friendly event featuring various vendors, entertainment, and food trucks. An estimated 1,500 people are anticipated to attend. To facilitate this event, Ames Pride has requested the following for Saturday, October 10, 2026: Closure of Fifth Street from Kellogg Avenue to the alley east of Adams Funeral Home and closure of the 400 and 500 Blocks of Douglas Avenue from 5:00 a.m. to 10:00 p.m. A blanket Temporary Obstruction Permit A blanket Vending License and waiver of fee ($50 loss to the City Clerk's Office) Closure of 84 on-street metered parking spaces along Fifth Street and Douglas Avenue within the event area, and waiver of fees (estimated loss of $189 to the Parking Fund) Suspension of enforcement for 24 metered parking spaces in Kellogg Lot S and 58 metered parking spaces in Library Lot Q to provide free parking to event attendees and Downtown visitors. Reserved spaces within these lots would remain available to the regular permit holders during the event. Event organizers have noted that Ames Pride will pay for these metered spaces (estimated $184.50 to the Parking Fund). The spaces in Lots S and Q would be available to attendees at Pridefest or anyone else visiting Downtown during the event. The spaces would not be reserved exclusively for Pridefest attendees. Staff has calculated the lost revenue for these spaces, which would be reimbursed by Ames Pride, to be $184.50. The City Council approved the parking request in 2023, 2024, and 2025. Ames Main Street has submitted a letter in support of the event. The organizers will notify affected businesses and residents about the event and will place signs in the affected area prior to the event. Organizers will also obtain a noise permit from the Police Department for this event. 49 ALTERNATIVES: 1. Approve the requests for Ames Pridefest on Saturday, October 10, including the requested waiver of fee for the Vending License, and waive the fees for metered parking only in the event location . Parking enforcement in Lots S and Q would only be suspended upon receipt of reimbursement for lost parking meter fees of $184.50. This would result in a loss of $189 to the Parking Fund ($0.50/hour * 50% est. utilization * 84 meters * 9 metered hours). 2. Approve the requests, but do not allow the suspension of meter enforcement in Lots S and Q. 3. Do not approve the requests. CITY MANAGER'S RECOMMENDED ACTION: This event furthers the City Council’s goal of promoting a sense of one community by facilitating an event in the Downtown district that provides a variety of entertainment, music, and resources for the community. The organization has a history of holding this event successfully in previous years. Therefore, it is the recommendation of the City Manager that the City Council approve Alternative No. 1, as described above. ATTACHMENT(S): 2026 AMS Letter of Support for Pridefest.pdf Application - Pridefest 2026 Pridefest Site Plan.pdf 50 304 Main Street, Ames, IA 50010 | 515.233.3472 | AmesDowntown.org Ames Main Street advances and promotes Downtown Ames as the heart of the Ames community. February 25, 2026 Ames City Council City Hall 515 Clark Ave Ames, IA 50010 Subject: Letter of Support for Ames Pridefest 2026 Dear Mayor Haila and Members of the Ames City Council, On behalf of the Ames Main Street board of directors, I am writing to express our strong support for the annual Ames Pridefest, scheduled for Saturday, October 10, at the intersection of 5th St. and Douglas Ave. This event, organized by Ames Pride in partnership with the Ames Public Library, is an important celebration of diversity, inclusion, and community within our city. Ames Pridefest has become a staple event in our downtown, creating a welcoming and vibrant atmosphere for residents and visitors alike. It not only strengthens our community’s commitment to inclusivity but also contributes to the economic vitality of Ames by drawing attendees to our local businesses and downtown spaces. According to our reports, in 2025 nearly 20,000 people attended Ames Pridefest, creating the highest spike of visitors in Downtown Ames for the entire year. Ames Main Street has been proud to support this event in the past, and we look forward to seeing its continued success. We encourage the City Council to approve the necessary permits and resources to ensure another successful Pridefest. Ames Main Street is committed to fostering a downtown that is inclusive and thriving, and we believe this event aligns perfectly with that mission. Thank you for your time and consideration. Please feel free to reach out if we can provide further support. Respectfully, Travis Toliver, IOM Executive Director 51 52 Event Name Ames Pridefest 2026 Date 10/10/2026 If your event is more than one day, please specify date range. Location/Address Douglas Avenue from Main to 6th; 5th Street from Duff to Kellogg Rain Date (if applicable) Rain Location (if applicable) Upload the event site plan here:2026 Pridefest site plan.pdf Is this an annual event?Yes How many years?7 Region Ames Main Street (Downtown) Upload your letter of support from AREA here. Upload your letter of support from ISU here. Upload your letter of support from Ames Main Street here.2026 AMS Letter of Support for Pridefest.pdf Please explain: Timeline Friday, October 9 4-6p - hooding/signage on parking meters in event area, load-in at Ames Public Library (APL) Saturday, October 10 5-9a - Set-up - barricade placement - towing of vehicles - stage delivery and placement - trashcan/potty placement 9a - vendor and volunteer check-in - programming inside APL 11a - event begins - vendor fair and entertainment 6p - event ends 6-8p - teardown and cleanup Description of Event Activities Ames Pridefest 2026 will utilize street space for community vendors (businesses, non-profits and educational organizations, etc), food vendors and a stage for entertainment (bands, speakers, spoken word, drag performers). The event will also use indoor meeting space at the Ames Public Library for additional programming (educational/panel discussions, children's activities, etc). Our inaugural event was held in Bandshell Park in October of 2017. Ames Pridefest moved to Douglas Avenue and 5th Street after that and has used the same footprint for all of our in-person festivals since - Douglas Avenue between 6th to Main Streets and 5th Street between Duff and Kellogg Avenues. Event Category Festival/Celebration Is the event open to the public?Yes Event Details 2 of 7 53 Event boundary Barricades, cones, emergency access First aid station / information tent 20-foot access lane Food vendors/cooking locations Generator area Stage, tents Portable toilets, trash containers 54 ITEM #:14 DATE:04-28-26 DEPT:ADMIN SUBJECT:GOOD NEIGHBOR EMERGENCY ASSISTANCE ANNUAL BLOCK PARTY COUNCIL ACTION FORM BACKGROUND: Good Neighbor Emergency Assistance (GNEA), located at 613 Clark Avenue, is requesting to hold its annual block party on Sunday, May 17, 2026. The event is intended to celebrate the GNEA organization and those it serves. Although the event takes place mainly on private property, organizers are requesting the closure of Clark Avenue between 6th Street and 7th Street for event activities. Clark Avenue would close at 1:00 p.m. and would re-open at 8:00 p.m. The main event will take place between 4:00 p.m. and 7:00 p.m. Event organizers have secured the use of the Fareway parking lot for temporary portable toilet locations, parking, and the scheduled band. Organizers expect approximately 250 attendees. A Noise Permit has also been requested from the Police Department. Staff has been informed that no alcohol will be permitted at this event. ALTERNATIVES: 1. Approve the request from GNEA to close Clark Avenue from 6th Street to 7th Street on May 17, 2026, as indicated above. 2. Do not approve the request. CITY MANAGER'S RECOMMENDED ACTION: This requested closure will facilitate an event that is open to the public on private property and Clark Avenue. The event has been held successfully in the past . Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): Good Neighbor Block Party Application Event Map 55 56 How many years?4 Region Ames Main Street (Downtown) Upload your letter of support from AREA here. Upload your letter of support from ISU here. Upload your letter of support from Ames Main Street here.Good Neighbor Block Party - Letter of Support.pdf Please explain: Timeline We will ask that Clark Ave between 6th and 7th St be closed off at around 2pm on the day of the event, Sunday, May 17, 2026. The event itself will run between 4pm and 7pm, and then we will take the event down and reopen the street. Should be reopened by 8pm. We will also close off access to the Fareway Parking Lot which we will rent from the Grocery Store. Description of Event Activities The Annual Block Party is a fund raiser and community awareness event for Good Neighbor Emergency Assistance. It involves inviting neighbors, clients, donors and supporters out for free food (usually pizza), free entertainment (kids' games community orgs, and live music,) and conviviality. It is an family oriented event for families and Event Category Festival/Celebration Concert/Performance Is the event open to the public?Yes Anticipated Daily Attendance About 250 Audience Profile We seek to invite our neighbors, clients and donors to the event. So mostly, just people of Ames and Story County. They are people who love decent pizza and good local music primarily. But I would also like to invite other orgs to participate too so perhaps they will also put the word out. Is your event being held in conjunction with another event? (e.g. Farmers' Market, 4th of July etc.) No Please list. Organization Status Nonprofit Are patron admission, entry, or paricipant fees required?No Percentage of net proceeds going towards fundraising: Percentage of net proceeds going towards for-profit entity: Are vendor or other fees required?No Who will be responsible for security during the event? Check all that apply. Volunteers Security & Communication 2 of 6 57 58 ITEM #:15 DATE:04-28-26 DEPT:CMO SUBJECT:REQUEST TO MODIFY FY 2025/26 ASSET ALLOCATION TO CHILDSERVE COUNCIL ACTION FORM BACKGROUND: ChildServe has submitted a request to the City to modify its FY 2025/26 ASSET allocation by transferring $224.30 from the daycare-infant to the daycare-children service. As indicated in ChildServe's letter of request (attached), the funding transfer is being requested due to the higher than anticipated utilization for the child services. The cost of unit (1 full day of service) for daycare-infant ($59.09) and daycare-children ($58.45) will not change. The proposed revisions to the allocations and the amounts appear in the following table: Service Original Allocation Change Revised Allocation Daycare - Infant $6,600 -$224.30 $6,375.70 Daycare - Children $17,600 $224.30 $17,824.30 TOTAL $24,200 $0 $24,200 If approved, the number of units purchased total for daycare-infant services is 107; the number of units purchased total for daycare-children is 304. The City's total contract amount with ChildServe for ASSET services for FY 2025/26 remains unchanged at $24,200. ALTERNATIVES: 1. Approve the request from ChildServe to transfer $224.30 from daycare-infant services to daycare-children services. 2. Deny the request. CITY MANAGER'S RECOMMENDED ACTION: The requested transfer of funds does not result in an overall increased funding to the organization. The rationale for the transfer of services to be purchased from ChildServe is well explained in their request letter and staff believes it is reasonable. Therefore, it is the recommendation of the City Manager that the City Council approve Alternative No. 1 as stated above. ATTACHMENT(S): ChildServe - ASSET Request of change letter.docx ChildServe.pdf ChildServe - First Amendment.docx 59 5406 Merle Hay Road | Johnston, IA 50131 | 515.727.8750 | FAX 515.27.8757 | www.childserve.org April 8, 2026 City Managers Office 515 Clark Avenue Ames, Iowa 50010 To whom this may concern: I am writing to request a change in the allocation for ASSET funds approved for day care services. City funds have been used as follows from July 2025 through March 2026. Service $Approved $ Spent $Balance Dary Care-Infant $6,600.00 $2127.24 $4,472.76 Day Care-children $17,600.00 $12,584.33 $5,015.67 We have experienced higher than anticipated utilization for children and lower than anticipated for children infants. As a result I am requesting that $224.30 be reallocated from Day Care-Infant to Day Care-Children to assure that funds are available through the end of the fiscal year for the children using the city ASSET funds. This does not change the total amount of funds requested and approved. We will have expended the funds approved for Day Care Children from the other ASSET funding agencies by the end of the year. We currently continue to serve 5 Day Care-Children who will need funding from April through June 2026. All of these children reside in Story County. Thank you for your consideration of this request. Sincerely, Rachelle Flory Ames Program Manager 60 61 62 63 64 AMENDMENT NO. 1 TO CONTRACT FOR HUMAN SERVICES BETWEEN THE CITY OF AMES AND CHILDSERVE WHEREAS, effective July 1, 2025, the City of Ames and ChildServe Community Options, Inc. entered into an agreement for funding for social services to be provided by ChildServe through the City’s ASSET program; and, WHEREAS, the parties wish to amend the Scope of Services, THEREFORE, the parties agree to amend their FY2025/26 prior agreement as follows: 1. Under Section II, “SCOPE OF SERVICES”: SERVICE COST PER UNIT UNITS AMOUNT Daycare - Infant $59.09 107 $6,375.70 Daycare - Children $58.45 304 $17,824.30 2. All other provisions of the original agreement remain in full force and effect. IT WITNESS WHEREOF, the parties hereto have, by their authorized representatives, set their hand and seal: CITY OF AMES, IOWA ATTEST: BY: __________________________ ____________________________ John A. Haila, Mayor Renee Hall, City Clerk Date signed:___________________ [Continued on next page] 65 Page 2 Amendment to agreement between City of Ames and ChildServe ChildServe Community Options Organization Address (please print): BY:__________________________ ________________________________ Authorized Representative ________________________________ Print Name: Phone Number: ______________________________ ________________________________ Date signed:___________________ 66 ITEM #:16 DATE:04-28-26 DEPT:CMO SUBJECT:REQUEST TO MODIFY FY 2025/26 ASSET ALLOCATION TO HEARTLAND OF STORY COUNTY COUNCIL ACTION FORM BACKGROUND: Heartland of Story County has submitted a request to the City to modify its FY 2025/26 ASSET allocation by transferring funds that remain in the Meals on Wheels service and Senior Food Program service to the Adult Day Center service. As indicated in Heartland of Story County's letter of request (attached), the funding transfer is being requested due to the increasingly complex needs of individuals served and an increase in participants served. The cost of unit (1 day of service) for Adult Day Center will not change and remain at $73.76. The proposed revisions to the allocations and the amounts appear in the following table: Service Original Allocation Change Revised Allocation Meals on Wheels $100,000 - $53,963 $46,037 Senior Food Program $4,668 - $2,542 $2,126 Adult Day Center $67,600 + $56,505 $124,105 TOTAL $172,268 $0 $172,268 If approved, the number of units purchased total for Adult Day Center for FY 2025/26 will be 1,68 2. There is one additional service purchased through ASSET from Heartland that is not impacted by this request. The City purchases up to $50,100 for service coordination outreach. Overall, the City's total purchase amount agreement with Heartland for ASSET services for FY 2025/26 is $222,368. ALTERNATIVES: 1. Approve the request from Heartland of Story County to transfer: a. $53,963 from Meals on Wheels to Adult Day Center b. $2,542 from Senior Food Program to Adult Day Center 2. Deny the request. CITY MANAGER'S RECOMMENDED ACTION: The requested transfer of funds does not result in an overall increased funding to the organization. The rationale for the transfer of services to be purchased from Heartland Senior Services is well explained and reasonable. Therefore, it is the recommendation of the City Manager that the City Council approve Alternative No. 1 as stated above. 67 ATTACHMENT(S): Heartland FY2025-26 Adjustment Request.pdf Heartland FY2025-26 ASSET Contract.pdf Heartland - First Amendment.docx 68 69 70 71 72 73 74 AMENDMENT NO. 1 TO CONTRACT FOR HUMAN SERVICES BETWEEN THE CITY OF AMES AND HEARTLAND OF STORY COUNTY WHEREAS, effective July 1, 2025, the City of Ames and Heartland of Story County entered into an agreement for funding for social services to be provided by Heartland of Story County through the City’s ASSET program; and, WHEREAS, the parties wish to amend the Scope of Services, THEREFORE, the parties agree to amend their FY2025/26 prior agreement as follows: 1. Under Section II, “SCOPE OF SERVICES”: SERVICE COST PER UNIT UNITS AMOUNT Adult Day Care $73.76 1,682 $124,105 Meals on Wheels $10.28 4,478 $46,037 Service Coordination Outreach $146.86 341 $50,100 Senior Food Program $14.86 143 $2,126 2. All other provisions of the original agreement remain in full force and effect. IT WITNESS WHEREOF, the parties hereto have, by their authorized representatives, set their hand and seal: CITY OF AMES, IOWA ATTEST: BY: __________________________ ____________________________ John A. Haila, Mayor Renee Hall, City Clerk Date signed:___________________ [Continued on next page] 75 Page 2 Amendment to agreement between City of Ames and Heartland of Story County Heartland of Story County Organization Address (please print): BY:__________________________ ________________________________ Authorized Representative ________________________________ Print Name: Phone Number: ______________________________ ________________________________ Date signed:___________________ 76 ITEM #:17 DATE:04-28-26 DEPT:ELEC SUBJECT:ASBESTOS REMEDIATION AND RELATED SERVICES AND SUPPLY CONTRACT FOR POWER PLANT COUNCIL ACTION FORM BACKGROUND: This contract involves the removal and proper disposal of asbestos insulation at the Power Plant, including Units 5 and 6 (both retired) and operating Unit 7. The two retired units and Unit 7 were primarily insulated with asbestos-type insulation when constructed. Unit 8 is considered “asbestos free." In addition, there are other areas located in the Power Plant that have been insulated with asbestos-type insulation, such as some of the building insulation and building heating system. These services include removal and disposal of asbestos containing insulation, and the remediation/encapsulation of identified areas or where an encapsulated surface is damaged. Asbestos must be removed and disposed of per State and Federal regulations before retired equipment can be physically removed. In addition, asbestos should be removed or encapsulated where employees will be working. The Power Plant benefits from having a service contract with a firm that provides routine and emergency asbestos remediation services. The benefits include consistency of work and quality from a single contractor, reduction in the City’s exposure to market forces regarding prices and availability for labor, travel, and supplies in preparation for a scheduled outage, rapid contractor mobilization to start emergency repairs, and reduced City staff time spent obtaining quotes, evaluating bids, and preparing specifications and other procurement documentation. On March 25, 2024, City Council awarded a contract to Earth Services & Abatement (ESA) LLC., Des Moines, Iowa for the Asbestos Remediation and Related Services and Supply Contract. This contract included the option for the City to renew in one-year increments for up to four additional years. This is the second renewal of four possible renewal periods. The prices for FY 2026/27 will increase 3% from the previous fiscal year. The FY 2026/27 Power Plant operating budget includes $200,000 for asbestos removal. Invoices will be calculated using the agreed contract rates for time and materials, based on the services actually provided. ALTERNATIVES: 1. Approve the contract with Earth Services & Abatement for Asbestos Remediation and Related Services and Supply Contract at the Power Plant for the one-year period from July 1, 2026 through June 30, 2027 in an amount not-to-exceed $200,000 2. Reject the bid and instruct staff to seek new competitive bids. 77 CITY MANAGER'S RECOMMENDED ACTION: Asbestos removal and encapsulation must be performed by an asbestos contractor with a safety record and experience that proves the contractor can be trusted and relied on to perform remediation correctly and safely. Removal and encapsulation will be an on-going cost, since most of the old equipment at the Power Plant was insulated with asbestos. This contract will establish rates for service and provide for guaranteed availability, thereby setting in place known rates for service. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1 as stated above. 78 ITEM #:18 DATE:04-28-26 DEPT:ELEC SUBJECT:CELL MAINTENANCE SERVICES FOR ELECTRIC SERVICES - CONTRACT RENEWAL COUNCIL ACTION FORM BACKGROUND: The Power Plant has an ash pond that serves as a settling pond where Refuse Derived Fuel sluiced ash (“RDF ash”) falls to the bottom and relatively clean water can be recycled to the Power Plant to transport additional ash from the bottom of the boilers. The ash pond also contains ash generated from the combustion of coal prior to the power plant’s conversion to natural gas (“coal ash”). The RDF ash is composed of inorganic materials in the fuel that do not burn and must be removed from the boilers to allow continual operation. Over time the RDF ash builds up on the bottom of the pond and reduces the available capacity of the pond. This ash must be regularly removed and piled, via excavating or dredging, to a location at the pond site that will allow for it to dry. The dried ash is later hauled to Marshall County Landfill. On February 28, 2023, City Council awarded a contract to Wulfekuhle Injection & Pumping, Peosta, IA, for Ash Pond Cell Maintenance Services for the Electric Services. This contract included the option for the City to renew in one-year increments for up to four additional years. This is action is the fourth renewal out of four possible renewal periods. TASK FY 25-26 Rates FY 26-27 Rates Price Per Hour (digging & moving)$ 218.55 $ 225.10 $ amount per ton to haul $ 20.22 $ 20.82 Mobilization $ 2,731.82 $ 2,813.77 Council should note the rates that will be charged by Wulfekuhle Injection & Pumping will increase 3% compared to the current year. Staff is recommending that these services continue to be outsourced on an annual renewable contract basis. The benefits of having a contract for these services in place include the following: 1. Consistency of work and quality from a single contractor. 2. Reduction in the City’s exposure to market forces regarding prices and availability for labor, travel, and supplies in preparation for a scheduled outage. 3. Rapid contractor mobilization to start emergency repairs, thus reducing generation downtime. 79 4. Saved City staff time obtaining quotes, evaluating bids and preparing specifications and other procurement documentation. Invoices will be based on contract rates for time and materials for services actually received and accepted by the City. The FY 2026/27 operating budget includes $200,000 for these services. ALTERNATIVES: 1. Approve the contract renewal with Wulfekuhle Injection & Pumping, Peosta, IA, for Cell Maintenance Services for Electric Services for the one-year period from July 1, 2026 through June 30, 2027 in an amount not-to-exceed $200,000. 2. Reject the renewal option and instruct staff to seek new competitive bids. CITY MANAGER'S RECOMMENDED ACTION: The ash pond is an essential part of the RDF combustion process. Because the ash pond has a limited working area, the RDF ash must regularly be excavated and removed to allow for the continued combustion of RDF. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative #1 as stated above. 80 ITEM #:19 DATE:04-28-26 DEPT:ELEC SUBJECT:SPECIALIZED WET DRY VACUUM, HYDRO BLAST, AND RELATED CLEANING SERVICES FOR POWER PLANT - CONTRACT RENEWAL COUNCIL ACTION FORM BACKGROUND: The Power Plant’s two gas-fired, high-pressure steam generation units are referred to as Units No. 7 and 8. These units require regular professional maintenance and repair. This contract consists of emergency service, as well as regularly scheduled planned repairs and services during scheduled outages. The cleaning and special preparation of the boiler surfaces on these generation units require professional tradecrafts and maintenance experts. Both units operate under conditions with high heat and high pressure, resulting in slag and other industrial debris coating the boiler and other plant equipment surfaces. Prior to repair and maintenance work, it is necessary to have the surfaces professionally cleaned using high-pressure water jets and industrial vacuum trucks. In order to clean the surfaces, it is necessary to retain outside contractors equipped with mobile, high-pressure equipment that is designed to cut through and wash away the slag. Industrial vacuum trucks that can remove this debris are required for proper disposal. The goal of this contract is to meet these requirements in the most economical manner. On May 23, 2023, Ames City Council awarded a contract to HTH Companies, Inc. of Union, Mo, for Specialized Wet Dry Vacuum, Hydro Blast, and Related Cleaning Services . The contract includes an option that would allow the City to renew the contract for up to four additional one-year terms. This is the third of four additional renewal contract periods. The City Council should note that the rates charged by HTH Companies, Inc. will increase by 3% compared to the current rates, as indicated in its original bid document. Staff recommends that these services continue to be outsourced on an annual renewable contract basis. The benefits of having a contract for these services in place include the following: 1. Consistency of work and quality from a single contractor. 2. Reduction in the City’s exposure to market forces regarding prices and availability for labor, travel, and supplies in preparation for a scheduled outage. 3. Rapid contractor mobilization to start emergency repairs, thus reducing generation downtime. 81 4. Saved City staff time obtaining quotes, evaluating bids and preparing specifications and other procurement documentation. The FY 2026/27 Power Plant operating budget includes $140,000 for miscellaneous cleaning services to be performed under this contract. Invoices will be calculated using the agreed contract rates for time and materials, based on the services actually provided. ALTERNATIVES: 1. Approve the contract renewal with HTH Companies, Inc., Union, MO, for Specialized Wet Dry Vacuum, Hydro Blast, and Related Cleaning Services for the one-year period from July 1, 2026 through June 30, 2027 in an amount not-to-exceed $140,000. 2. Reject the renewal option and instruct staff to seek new competitive bids. CITY MANAGER'S RECOMMENDED ACTION: This work is necessary to ensure that a qualified professional firm will respond to both scheduled and emergency needs for these specialized cleaning services, and will also control costs by having established billing rates. Funds will be expended only as work is required and in accordance with approved invoices. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1 as stated above. 82 ITEM #:20 DATE:04-28-26 DEPT:PW SUBJECT:PRELIMINARY DESIGN AND TSIP GRANT APPLICATION PREPARATION FOR G.W. CARVER AND CAMERON SCHOOL ROAD ROUNDABOUT COUNCIL ACTION FORM BACKGROUND: The intersection of G.W. Carver Avenue and Cameron School Road is located in northwest Ames on the boundary between the City of Ames and Story County and has been identified as a critical location for future transportation improvements due to anticipated traffic growth associated with surrounding development. The Ames Area Metropolitan Planning Organization (AAMPO) 2050 Metropolitan Transportation Plan identifies a roundabout at this location (Project N-47) as the preferred intersection treatment due to improved safety, speed management, and multimodal accommodation. City Council discussions related to development in this area resulted in coordination with Story County regarding a potential partnership. A January 30, 2026 letter from the Mayor initiated formal discussions with the Story County Board of Supervisors regarding joint participation in evaluating a roundabout improvement. The City of Ames and Story County subsequently entered into a Memorandum of Understanding (MOU), approved by Story County on February 10, 2026, and by the City Council on February 24, 2026, to share costs associated with preliminary engineering and preparation of a Traffic Safety Improvement Program (TSIP) grant application. Under the MOU, the actual cost of this work will be shared equally, with Story County’s participation capped at $50,000. Funding for the City’s share of the expenses will come from unobligated American Rescue Plan Act (ARPA) funding. On March 6, 2026, the City issued a Request for Proposals (RFP) for preliminary engineering services and preparation of a TSIP grant application. Proposals were due March 27, 2026. The scope of services includes evaluation of existing conditions, preparation of a preliminary design of a roundabout, identification of right-of-way and utility impacts, development of an Opinion of Probable Construction Cost, and preparation of a TSIP grant application. SELECTION SCORING: A selection committee consisting of City of Ames, Ames Area MPO, and Story County staff reviewed and scored the submitted proposals based on project understanding and approach, team qualifications, previous experience, availability to perform the work, and proposed cost. Based on the completed evaluation, Bolton & Menk was the top-ranked firm. 83 Overall Rank Firm Average Qualifications Rank 1 Cost Rank2 Proposed Fee 1 Bolton & Menk 1.3 1.0 $60,728 2 MSA 2.0 4.2 $77,361 3 Snyder 3.5 5.4 $85,000 4 Foth 4.5 1.7 $64,000 5 Strand 4.3 3.4 $73,200 6 WHKS 5.3 6.0 $89,000 1. Average of individual committee member rankings based on qualifications and project approach as described in the Request for Proposals. 2. Logarithmically scaled cost ranking based on relative differences in proposed fees. Following review of the proposals and consideration of the submitted fees, Staff entered into negotiations with Bolton & Menk and is recommending approval of a Professional Services Agreement for these services, as described in Exhibit A – Scope of Services . ALTERNATIVES: 1. Approve the Professional Services Agreement with Bolton & Menk, Inc. for preliminary engineering services and preparation of a Traffic Safety Improvement Program (TSIP) grant application, in an amount not to exceed $60,728. 2. Direct staff to pursue alternative approaches for evaluation and programming of intersection improvements at G.W. Carver Avenue and Cameron School Road. CITY MANAGER'S RECOMMENDED ACTION: Approval of this agreement will allow the City, in partnership with Story County, to advance evaluation of a roundabout alternative, refine project costs, and position the project for potential state safety grant funding while maintaining flexibility for future decision-making regarding design and construction. Therefore, it is the recommendation of the City Manager that the City Council approve Alternative No. 1 as shown above. ATTACHMENT(S): Agreement Exhibit A - Scope 84 Public Standard Form – IA Page 1 of 8 V202404 AGREEMENT FOR PROFESSIONAL SERVICES IA CITY OF AMES and BOLTON & MENK, INC. This Agreement, made this 28th day of April, 2026 by and between City of Ames, 515 Clark Avenue, Ames, IA 50010, (“CLIENT”), and BOLTON & MENK, INC., 1519 Baltimore Drive, Ames, IA 50010, (“CONSULTANT”). WITNESS, whereas the CLIENT requires professional services in conjunction with G.W. Carver Avenue and Cameron School Road Intersection Improvements – Preliminary Engineering and TSIP Grant Application (“Project”) and whereas the CONSULTANT agrees to furnish the various professional services required by the CLIENT. NOW, THEREFORE, in consideration of the mutual covenants and promises between the parties hereto, it is agreed: SECTION I - CONSULTANT'S SERVICES A. The CONSULTANT agrees to perform the various Basic Services in connection with the proposed project as described in Exhibit A. B. Upon mutual agreement of the parties, professional services in addition to the Basic Services (the “Additional Services”) may be authorized as described in Paragraph IV.B, and when so authorized, shall be included with the Services to be provided under this Agreement. SECTION II - THE CLIENT'S RESPONSIBILITIES A. The CLIENT shall promptly compensate the CONSULTANT for the Services in accordance with Section III of this Agreement. B. The CLIENT shall place any and all previously acquired information related to the Project in its custody at the disposal of the CONSULTANT for its use. Such information shall include, but is not limited to: boundary surveys, topographic surveys, preliminary sketch plan layouts, building plans, soil surveys, abstracts, deed descriptions, tile maps and layouts, aerial photos, utility agreements, environmental reviews, and zoning limitations. The CONSULTANT may rely upon the accuracy and sufficiency of all such information in performing services unless otherwise instructed, in writing, by CLIENT. C. The CLIENT will guarantee access to and make all provisions for entry upon public portions of the project and reasonable efforts to provide access to private portions and pertinent adjoining properties. D. The CLIENT will give prompt notice to the CONSULTANT whenever the CLIENT observes or otherwise becomes aware of any defect in the proposed project. E. The CLIENT shall designate a liaison person to act as the CLIENT'S representative with respect to services to be rendered under this Agreement. Said representative shall have the authority to transmit instructions, receive instructions, receive information, interpret and define the CLIENT'S policies with respect to the project and CONSULTANT'S services. F. The CONSULTANT’S services do not include legal, insurance counseling, accounting, independent cost estimating, financial advisory or “municipal advisor” (as described in Section 975 of the Dodd-Frank Wall Street 85 Public Standard Form – IA Page 2 of 8 V202404 Reform and Consumer Protection Act 2010 and the municipal advisor registration rules issued by the SEC) professional services and the CLIENT shall provide any such services as may be required for completion of the Project described in this Agreement. G. The CLIENT will obtain any and all regulatory permits required for the proper and legal execution of the Project. CONSULTANT will assist CLIENT with permit preparation and documentation to the extent described in Exhibit A. H. The CLIENT may hire, at its discretion, when requested by the CONSULTANT, an independent test company to perform laboratory and material testing services, and soil investigation that can be justified for the proper design and construction of the Project. The CONSULTANT shall assist the CLIENT in selecting a testing company. Payment for testing services shall be made directly to the testing company by the CLIENT and is not part of this Agreement. If CLIENT elects not to hire an independent test company, CLIENT shall provide CONSULTANT with guidance and direction on completing those aspects of design and construction that require additional testing data. SECTION III - COMPENSATION FOR SERVICES A. FEES. 1. The CLIENT will compensate the CONSULTANT in accordance with the Schedule of Fees for the time spent by CONSULTANT’S personnel in performance of the Services. Total fees for the Services shall not exceed $60,728.00 without the prior consent of CLIENT. See the attached Schedule 1 for Schedule of Fees applicable to this Agreement. 2. The preceding Schedule of Fees shall apply for services provided through December 31, 2026. Hourly rates may be adjusted by CONSULTANT, in consultation with CLIENT, on an annual basis thereafter to reflect reasonable changes in its operating costs and other market factors. Adjusted rates will become effective on January 1st of each subsequent year, upon written acceptance by CLIENT. 3. Rates and charges do not include sales tax. If such taxes are imposed and become applicable after the date of this Agreement CLIENT agrees to pay any applicable sales taxes. 4. The rates in the Schedule of Fees include labor, general business and other normal and customary expenses associated with operating a professional business. Unless otherwise agreed in writing, the above rates include vehicle and personal expenses, mileage, telephone, survey stakes and routine expendable supplies; and no separate charges will be made for these activities and materials. 5. Additional Services as outlined in Section I.B will vary depending upon project conditions and will be billed on an hourly basis at the rate described in Section III.A.1. 6. Expenses required to complete the agreed scope of services or identified in this paragraph will be invoiced separately, and include but are not limited to large quantities of prints; extra report copies; out-sourced graphics and photographic reproductions; document recording fees; special field and traffic control equipment rental; outside professional and technical assistance; geotechnical services; and other items of this general nature required by the CONSULTANT to fulfill the terms of this Agreement. CONSULTANT shall be reimbursed at cost plus an overhead fee (not-to-exceed 10%) for these Direct Expenses incurred in the performance of the work subject to the Total cost not to exceed fee or approved Additional Services. B. PAYMENTS AND RECORDS 1. The payment to the CONSULTANT will be made by the CLIENT upon billing at intervals not more often than monthly at the herein rates and terms. 86 Public Standard Form – IA Page 3 of 8 V202404 2. If CLIENT fails to make any payment due CONSULTANT for Services and expenses within 45 days after date of the CONSULTANT'S invoice, a service charge of one and one-half percent (1.5%) per month or the maximum rate permitted by law, whichever is less, will be charged on any unpaid balance. 3. In addition to the service charges described in preceding paragraph, if the CLIENT fails to make payment for Services and expenses within 60 days after the date of the invoice, the CONSULTANT may, upon giving seven days' written notice to CLIENT, suspend Services and withhold project deliverables due under this Agreement until CONSULTANT has been paid in full for all past due amounts for Services, expenses and charges, without waiving any claim or right against the CLIENT and without incurring liability whatsoever to the CLIENT. 4. Documents Retention. The CONSULTANT will maintain records that reflect all revenues, costs incurred and the Services provided in the performance of the Agreement. The CONSULTANT will also agree that the CLIENT, State, or their duly authorized representatives may, at any time during normal business hours and as often as reasonably necessary, have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc., and accounting procedures and practices of the CONSULTANT which are relevant to this Contract for a period of six years. SECTION IV - GENERAL A. STANDARD OF CARE. Professional services provided under this Agreement will be conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the CONSULTANT’S profession currently practicing under similar conditions. No warranty, express or implied, is made. B. CHANGE IN PROJECT SCOPE. In the event the CLIENT changes or is required to change the scope or duration of the project from that described in Exhibit I, and such changes require Additional Services by the CONSULTANT, the CONSULTANT shall be entitled to additional compensation at the applicable hourly rates. To the fullest extent practical, the CONSULTANT shall give notice to the CLIENT of any Additional Services, prior to furnishing such Additional Services. The CONSULTANT shall furnish an estimate of additional cost, prior to authorization of the changed scope of work and Agreement will be revised in writing. C. LIMITATION OF LIABILITY 1. Liability of CONSULTANT. CONSULTANT shall indemnify CLIENT from losses, damages, and judgments arising from third-party claims or actions relating to the Project only to the extent caused by the negligent acts, errors or omissions (whether in the performance of professional services or otherwise) of CONSULTANT or CONSULTANT’S officers, employees, or subconsultants occurring during the scope of CONSULTANT’s work on the Project and provided that any such claim, action, loss, damages, or judgment is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property. CONSULTANT’s obligation to indemnify the CLIENT and CLIENT’s officers and employees harmless does not include a duty to defend. This indemnification shall not apply to third-party claims or actions for consequential damages, lost revenues, increased expense, or lost profits, nor to any claim for punitive or exemplary damages. 2. Liability of Client. To the fullest extent permitted by law, CLIENT shall indemnify CONSULTANT from losses, damages, and judgments (including reasonable attorneys’ fees and expenses of litigation) arising from claims or actions relating to the Project, provided that any such claim, action, loss, damages, or judgment is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property, but only to the extent caused by the acts or omission of CLIENT or CLIENT’S employees, agents, or other consultants. This indemnification shall not apply to third-party claims or actions for consequential damages, lost revenues, increased expense or lost profits, nor to any claim for punitive or exemplary damages. 87 Public Standard Form – IA Page 4 of 8 V202404 3. To the fullest extent permitted by law, CLIENT and CONSULTANT waive against each other, and the other’s employees, officers, directors, members, agents, insurers, partners, and consultants, any and all claims for or entitlement to special, incidental, indirect, or consequential damages arising out of, resulting from, or in any way related to this Agreement, from any cause or causes. CLIENT waives all claims against individuals involved in the services provided under this Agreement and agrees to limit all claims to the CONSULTANT’s corporate entity. 4. Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the CLIENT or the CONSULTANT. The CONSULTANT'S services under this Agreement are being performed solely for the CLIENT'S benefit, and no other entity shall have any claim against the CONSULTANT because of this Agreement or the performance or nonperformance of services provided hereunder. D. INSURANCE 1. The CONSULTANT agrees to maintain, at CONSULTANT’S expense a commercial general liability (CGL) and excess or umbrella general liability insurance policy or policies insuring CONSULTANT against claims for bodily injury, death or property damage arising out of CONSULTANT’S general business activities. The general liability coverage shall provide limits of not less than $2,000,000 per occurrence and not less than $2,000,000 general aggregate. Coverage shall include Premises and Operations Bodily Injury and Property Damage; Personal and Advertising Injury; Blanket Contractual Liability; Products and Completed Operations Liability. 2. The CONSULTANT also agrees to maintain, at CONSULTANT’S expense, a single limit or combined limit automobile liability insurance and excess or umbrella liability policy or policies insuring owned, non-owned and hired vehicles used by CONSULTANT under this Agreement. The automobile liability coverages shall provide limits of not less than $1,000,000 per accident for property damage, $2,000,000 for bodily injuries, death and damages to any one person and $2,000,000 for total bodily injury, death and damage claims arising from one accident. 3. CLIENT shall be named Additional Insured for the above CGL and Auto liability policies. 4. The CONSULTANT agrees to maintain, at the CONSULTANT'S expense, statutory worker's compensation coverage together with Coverage B, Employer’s Liability limits of not less than $500,000 for Bodily Injury by Disease per employee, $500,000.00 for Bodily Injury by Disease aggregate and $500,000 for Bodily Injury by Accident. 5. The CONSULTANT also agrees to maintain, at CONSULTANT’S expense, Professional Liability Insurance coverage insuring CONSULTANT against damages for legal liability arising from a negligent act, error or omission in the performance of professional services required by this Agreement during the period of CONSULTANT’S services and for three years following date of final completion of its services. The professional liability insurance coverage shall provide limits of not less than $2,000,000 per claim and an annual aggregate of not less than $2,000,000 on a claims-made basis. 6. CLIENT shall maintain statutory Workers Compensation insurance coverage on all of CLIENT’S employees and other liability insurance coverage for injury and property damage to third parties due to the CLIENT’S negligence. 7. Prior to commencement of this Agreement, CONSULTANT will provide the CLIENT with certificates of insurance, showing evidence of required coverages. All policies of insurance shall contain a provision or endorsement that the coverage afforded will not be canceled or reduced in limits by endorsement for any reason except non- 88 Public Standard Form – IA Page 5 of 8 V202404 payment of premium, until at least 30 days prior written notice has been given to the Certificate Holder, and at least 10 days prior written notice in the case of non-payment of premium E. OPINIONS OR ESTIMATES OF CONSTRUCTION COST. Where provided by the CONSULTANT as part of Exhibit A or otherwise, opinions or estimates of construction cost will generally be based upon public construction cost information. Since the CONSULTANT has no control over the cost of labor, materials, competitive bidding process, weather conditions and other factors affecting the cost of construction, all cost estimates are opinions for general information of the CLIENT and the CONSULTANT does not warrant or guarantee the accuracy of construction cost opinions or estimates. The CLIENT acknowledges that costs for project financing should be based upon contracted construction costs with appropriate contingencies. F. CONSTRUCTION SERVICES. It is agreed that the CONSULTANT and its representatives shall not at any time supervise, direct, control, or have authority over any contractor’s work, nor shall CONSULTANT have authority over or be responsible for the means, methods, techniques, sequences, or procedures of construction selected or used by any contractor, or the safety precautions and programs incident thereto, for security or safety at any Project site, nor for any failure of a Contractor to comply with Laws and Regulations applicable to that Contractor’s furnishing and performing of its work. CONSULTANT shall not be responsible for the acts or omissions of any Contractor. CLIENT acknowledges that on-site contractor(s) are solely responsible for construction site safety programs and their enforcement. G. USE OF ELECTRONIC/DIGITAL DATA 1. Because of the potential instability of electronic/digital data and susceptibility to unauthorized changes, copies of documents that may be relied upon by CLIENT are limited to the printed copies (also known as hard copies) that are signed or sealed by CONSULTANT. Except for electronic/digital data which is specifically identified as a project deliverable for this Agreement or except as otherwise explicitly provided in this Agreement, all electronic/digital data developed by the CONSULTANT as part of the Project is acknowledged to be an internal working document for the CONSULTANT’S purposes solely and any such information provided to the CLIENT shall be on an “AS IS” basis strictly for the convenience of the CLIENT without any warranties of any kind. As such, the CLIENT is advised and acknowledges that use of such information may require substantial modification and independent verification by the CLIENT (or its designees). 2. Provision of electronic/digital data, whether required by this Agreement or provided as a convenience to the Client, does not include any license of software or other systems necessary to read, use or reproduce the information. It is the responsibility of the CLIENT to verify compatibility with its system and long-term stability of media. CLIENT shall indemnify and hold harmless CONSULTANT and its Subconsultants from all claims, damages, losses, and expenses, including attorneys' fees arising out of or resulting from third party use or any adaptation or distribution of electronic/digital data provided under this Agreement, unless such third party use and adaptation or distribution is explicitly authorized by this Agreement. H. REUSE OF DOCUMENTS 1. Drawings and specifications and all other documents (including electronic and digital versions of any documents) prepared or furnished by CONSULTANT pursuant to this Agreement are instruments of service in respect to the Project and CONSULTANT shall retain an ownership interest therein. Upon payment of all fees owed to the CONSULTANT, the CLIENT shall acquire a limited license in all identified deliverables (including reports, plans, and specifications) for any reasonable use relative to the Project and the general operations of the CLIENT. Such limited license to Owner shall not create any rights in third parties. 1. CLIENT may make and disseminate copies for information and reference in connection with the use and maintenance of the Project by the CLIENT. However, such documents are not intended or represented to be 89 Public Standard Form – IA Page 6 of 8 V202404 suitable for reuse by CLIENT or others on extensions of the Project or on any other project. Any reuse by CLIENT or, any other entity acting under the request or direction of the CLIENT, without written verification or adaptation by CONSULTANT for such reuse will be at CLIENT'S sole risk and without liability or legal exposure to CONSULTANT and CLIENT shall indemnify and hold harmless CONSULTANT from all claims, damages, losses and expenses including attorney's fees arising out of or resulting from such reuse. I. CONFIDENTIALITY. CONSULTANT agrees to keep confidential and not to disclose to any person or entity, other than CONSULTANT’S employees and subconsultants any information obtained from CLIENT not previously in the public domain or not otherwise previously known to or generated by CONSULTANT. These provisions shall not apply to information in whatever form that comes into the public domain through no fault of CONSULTANT; or is furnished to CONSULTANT by a third party who is under no obligation to keep such information confidential; or is information for which the CONSULTANT is required to provide by law or authority with proper jurisdiction; or is information upon which the CONSULTANT must rely for defense of any claim or legal action. J. PERIOD OF AGREEMENT. This Agreement will remain in effect for the longer of a period of two (2) years or until such other expressly identified completion date, after which time the Agreement may be extended upon mutual agreement of both parties. K. TERMINATION. This Agreement may be terminated: 1. For cause, by either party upon 7 days written notice in the event of substantial failure by other party to perform in accordance with the terms of this Agreement through no fault of the terminating party. For termination by CONSULTANT, cause includes, but is not limited to, failure by CLIENT to pay undisputed amounts owed to CONSULTANT within 120 days of invoice and delay or suspension of CONSULTANT’s services for more than 120 days for reasons beyond CONSULTANT’S cause or control; or, 2. For convenience by CLIENT upon 7 days written notice to CONSULTANT. 3. Notwithstanding, the foregoing, this Agreement will not terminate under paragraph IV.K if the party receiving such notice immediately commences correction of any substantial failure and cures the same within 10 days of receipt of the notice. 4. In the event of termination by CLIENT for convenience or by CONSULTANT for cause, the CLIENT shall be obligated to the CONSULTANT for payment of amounts due and owing including payment for services performed or furnished to the date and time of termination, computed in accordance with Section III of this Agreement. CONSULTANT shall deliver and CLIENT shall have, at its sole risk, right of use of any completed or partially completed deliverables, subject to provisions of Paragraph IV. H. 5. In event of termination by CLIENT for cause and in addition to any other remedies available to CLIENT, CONSULTANT shall deliver to CLIENT and CLIENT shall have right of use of any completed or partially completed deliverables, in accordance with the provisions of Paragraph IV.H. CLIENT shall compensate CONSULTANT for all undisputed amounts owed CONSULTANT as of date of termination. L. INDEPENDENT CONTRACTOR. Nothing in this Agreement is intended or should be construed in any manner as creating or establishing the relationship of co-partners between the parties hereto or as constituting the CONSULTANT or any of its employees as the agent, representative, or employee of the CLIENT for any purpose or in any manner whatsoever. The CONSULTANT is to be and shall remain an independent contractor with respect to all services performed under this Agreement. M. CONTINGENT FEE. The CONSULTANT warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for the CONSULTANT to solicit or secure this Agreement, and that it 90 Public Standard Form – IA Page 7 of 8 V202404 has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift or any other consideration, contingent upon or resulting from award or making of this Agreement. N. NON-DISCRIMINATION. The provisions of any applicable law or ordinance relating to civil rights and discrimination shall be considered part of this Agreement as if fully set forth herein. The CONSULTANT is an equal opportunity employer and federal contractor or subcontractor. Consequently, the parties agree that, as applicable, they will abide by the requirements of 41 CFR 60-1.4(a), 41 CFR 60-300.5(a) and 41 CFR 60-741.5(a) and that these laws are incorporated herein by reference. These regulations prohibit discrimination against qualified individuals based on their status as protected veterans or individuals with disabilities, and prohibit discrimination against all individuals based on their race, color, religion, sex, sexual orientation, gender identity or national origin. These regulations require that covered prime contractors and subcontractors take affirmative action to employ and advance in employment individuals without regard to race, color, religion, sex, sexual orientation, gender identity, national origin, protected veteran status or disability. The parties also agree that, as applicable, they will abide by the requirements of Executive Order 13496 (29 CFR Part 471, Appendix A to Subpart A), relating to the notice of employee rights under federal labor laws. O. ASSIGNMENT. Neither party shall assign or transfer any interest in this Agreement without the prior written consent of the other party. P. SURVIVAL. All obligations, representations and provisions made in or given in Section IV and Documents Retention clause of this Agreement will survive the completion of all services of the CONSULTANT under this Agreement or the termination of this Agreement for any reason. Q. SEVERABILITY. Any provision or part of the Agreement held to be void or unenforceable under any law or regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon CLIENT and CONSULTANT, who agree that the Agreement shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. R. CONTROLLING LAW. This Agreement is to be governed by the law of the State of Iowa and venued in courts of Iowa; or at the choice of either party, and if federal jurisdictional requirements can be met, in federal court in the district in which the project is located. S. DISPUTE RESOLUTION. CLIENT and CONSULTANT agree to negotiate all disputes between them in good faith for a period of 30 days from the date of notice of dispute prior to proceeding to formal dispute resolution or exercising their rights under law. Any claims or disputes unresolved after good faith negotiations shall then be submitted to mediation using a neutral from the American Arbitration Association Construction Industry roster. If mediation is unsuccessful in resolving the dispute, then either party may seek to have the dispute resolved by bringing an action in a court of competent jurisdiction. 91 Public Standard Form – IA Page 8 of 8 V202404 SECTION V - SIGNATURES THIS INSTRUMENT embodies the whole agreement of the parties, there being no promises, terms, conditions or obligation referring to the subject matter other than contained herein. This Agreement may only be amended, supplemented, modified or canceled by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed in their behalf. CLIENT: City of Ames CONSULTANT: Bolton & Menk, Inc. Zach Parsons, P.E. Date: April 28th, 2026 ATTACHMENTS: - Schedule 1 Schedule of Fees - Exhibit A Scope of Services 92 EXHIBIT A SCOPE OF SERVICES The work to be performed by Bolton & Menk, Inc. (CONSULTANT) under this agreement shall encompass and include detailed work, services, materials, equipment and supplies necessary to complete analysis and design for the project. The project involves the preliminary design of a roundabout located at the G.W. Carver Avenue and Cameron School Road intersection. The CONSULTANT will carry out evaluation of existing conditions, develop a preliminary layout, determine easement needs, develop a detailed cost estimate, and prepare an application for the Iowa Department of Transportation’s Traffic Safety Improvement Program (TSIP). This scope of services is based on the following project assumptions: Project Assumptions: · No topographic survey is required · There will be no public engagement during the preliminary design phase · The Statewide Urban Design and Specifications (SUDAS) and the City of Ames Supplemental Specifications shall apply to design and construction work on this Project. The scope of services to be performed by the CONSULTANT shall be in accordance with generally accepted standards of practice and shall include the services to complete the following tasks: BASIC SERVICES OF THE CONSULTANT The CONSULTANT shall consult on a regular basis with the City to clarify and define the City’s requirements for the Project and review available data. The City agrees to furnish to the CONSULTANT full information with respect to the City’s requirements, including any special or extraordinary considerations for the Project or special services needed, and to make available pertinent existing data. The CONSULTANT shall provide the following Basic Services regarding the Project. A. Task 1 - Project Management and Stakeholder Coordination The CONSULTANT will complete the following project coordination tasks. 1. Project Management This task will continue throughout the project. The Project Manager will oversee the budget and schedule for the project, act as the point of contact for City staff, and coordinate all work performed by the design team and sub-consultants. The Project Manager will handle monthly progress reporting, meeting minutes, interoffice memoranda, and invoicing. Additionally, this task includes staff scheduling, coordination with sub-consultants, progress review, and senior review of deliverables. 2. Meetings with City and County Staff For budget purposes, the CONSULTANT will attend meetings with two (2) staff members of the CONSULTANT. 93 The following meetings with City staff are included with the scope of work: a. Project Management Team Meeting #1 - Kickoff Meeting b. Project Management Team Meeting #2 – Final Concept & Estimate Review c. Project Management Team Meeting #3 – Review TSIP Application B. Task 2 - Existing Conditions Evaluation The CONSULTANT will complete a site evaluation in the field to determine what site constraints are present. Site photos will be taken to be included as part of the TSIP application. Additionally, the existing topographic survey will be reviewed to better determine existing condition conflicts such as right-of-way limits, topography, drainage, access points, and public and private utilities. C. Task 3 - Preliminary Design The CONSULTANT will provide preliminary design services for the proposed roundabout. The main objectives include developing roadway geometric plans and profiles, identifying existing and proposed utility locations, and determining existing and proposed right-of-way requirements. The work to be performed by the CONSULTANT under the Preliminary Design phase will consist of the following tasks: 1. Develop Design Criteria Develop and submit to the City design criteria to be used in the development of the roadway improvements. Criteria will conform to the City, SUDAS, and AASHTO Standards and will be in English units. The criteria to be addressed include: · Functional classification and design type. · Design speed and Regulatory speed. · Design vehicles for intersection design. · Widths of travel lanes, parking areas, and right-of-way. · Preferred and Acceptable Clear Zone requirements. · Provisions for pedestrians and/or bicycles, Prepare a brief technical memorandum documenting the proposed criteria. The memorandum will be reviewed, revised, and approved by the City prior to proceeding with subsequent tasks. 2. Preliminary Horizontal Alignments and Vertical Profiles Utilizing design survey, develop horizontal alignments and vertical profiles for the mainline and connecting roadways. The alignments and profiles will be developed based on the technical memorandum summarizing the design criteria. 3. Preliminary Roadway Geometrics Develop preliminary geometrics that includes design of a single-lane roundabout, approach and exit radii, sidewalk and trail locations, and driveway locations for the project. Included as part of this task is design vehicle turning templates and fastest path analysis. 94 4. Preliminary Drainage Analysis Inventory existing hydraulic conditions and analyze the impacts the proposed improvements will have on the local drainage patterns. Once the impacts have been quantified, develop storm sewer system layout plan and major crossroad culverts based on Chapter 2 SUDAS Design Manual. Resolve potential conflicts with underground utilities and other design elements. 5. Utility Research and Conflict Identification The CONSULTANT will reach out to utility companies, including City utilities, for information within the project corridor regarding transmission, distribution, and service laterals. This includes information related to existing facilities and facilities planned for construction during the proposed improvements. Identify utility conflicts based upon the preliminary design. This task includes storm sewer, water main, and all private utilities including gas, electric, and communications. 6. Construction Staging Plan Development Develop a preliminary traffic control concept to indicate how the project will generally be constructed, and how traffic will be maintained during construction. The construction staging plan will take into consideration all elements of construction including roadway, storm sewer, water main and sanitary sewer improvements, as well as property access and private utility relocations. 7. Identify Acquisition Requirements The CONSULTANT will identify temporary and permanent easement needs based on preliminary design development. The requirements will take into consideration proposed utilities, construction staging and access, utility relocations, and other critical construction elements. 8. Quality Control Involve ongoing quality control input from the project team and the design engineer’s senior technical staff throughout the development of the preliminary layout. The design engineer is responsible for making specific recommendations and ensuring that critical issues are discussed and resolved prior to submitting the preliminary layout set to the project team. Review the preliminary engineering plan set for technical accuracy, as well as for general constructability and conformance with the project design criteria. D. Task 4 – Opinion of Probable Cost 1. Preliminary Opinion of Probable Construction Cost (OPC) The CONSULTANT shall prepare a preliminary Opinion of Probable Construction Cost for the Project at the time of completion of the preliminary layout. This shall include any expected property acquisitions required. Completed OPC will be used for the City’s CIP planning and TSIP application. 95 E. Task 5 – TSIP Grant 1. TSIP Grant The CONSULTANT shall prepare the TSIP grant application. Application will include a project narrative, project schedule, area map, photos, cost estimate, preliminary layout, traffic counts, and a safety benefit-cost calculation. 96 ITEM #:21 DATE:04-28-26 DEPT:PW SUBJECT:2026/27 AIRPORT FACILITY IMPROVEMENTS (FUEL FARM REPLACEMENT - AVGAS) COUNCIL ACTION FORM BACKGROUND: The City of Ames Capital Improvements Plan includes replacement of the Aviation Gasoline (AvGas) fuel tank at the Ames Municipal Airport in the FY 2026/27 Airport Facility Improvements Program. This program addresses the modernization of fueling facilities for safety, storage, and environmental protection by replacing the existing underground AvGas system with a modern above-ground fuel system. To support this project, the Iowa Department of Transportation (DOT) State Airport Improvement Program (AIP) application for the AvGas portion of the Airport Fuel Farm reconstruction project requested $400,000 in State funding toward a total project cost of $533,333. Because State funding is limited, Iowa DOT staff administering the program to determine State participation levels on a project-by-project basis at the time funding is requested. For this project, a 75% State and 25% local cost share has been identified, resulting in a required local match of $133,333. The AvGas and Jet Fuel portions were programmed across two fiscal years to maximize available grant funding. However, staff intends to design and bid both portions together as a single project because that is the most cost-effective approach and will allow the full fuel farm to be constructed under one contract. The previously approved Council Action Form for Jet Fuel portion of the project is included for reference. The 2026/27 CIP programs this project with $400,000 in State funding, $25,000 from the Airport Improvements Fund, and $100,000 in G.O. Bonds. Because the current grant application and updated cost estimate reflect a total project cost of $533,333, the originally programmed funding budget is insufficient to meet the required local match. Therefore, this Council action includes an additional $8,333 from the the Airport Improvements Fund (for a total of $33,333) to maximize the utilization of available grant funds and fully fund the required local match. 97 Revenues State Airport Improvement Program Grant (75%)$400,000 G.O. Bonds (Previously Issued)$100,000 Airport Improvements Fund (CIP Programmed)$25,000 Airport Improvements Fund (Additional for Grant Match)$8,333 Total Revenues $533,333 Expenses Project Cost – Fuel Farm Replacement (AvGas Portion)$533,333 Total Expenses $533,333 ALTERNATIVES: 1. Approve proceeding with the FY 2026/27 Airport Facility Improvements Program (Fuel Farm Replacement – AvGas project) by: a. Approving submission of the State of Iowa Airport Improvement Program grant application b. Committing $133,333 in local matching funds for the project, including the $100,000 in previously issued G.O. Bonds and $33,333 from the Airport Improvements Fund, to fully fund the project and maximize available grant funding. 2. Do not approve the grant application. This would forfeit the opportunity to receive State funding and require the City to fully fund the AvGas portion locally. CITY MANAGER'S RECOMMENDED ACTION: The Airport Fuel Farm is a critical piece of airport facility infrastructure. The AvGas system is necessary to serve aircraft that rely on aviation gasoline, and replacement of the aging underground system is needed to maintain safety, reliability, and compliance with environmental standards. Completing the AvGas portion in coordination with the previously funded Jet Fuel portion will allow the City to design and bid the full fuel farm reconstruction as one project, which is the most cost-effective approach. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): Jet Fuel CAF.pdf Iowa DOT Grant Application 98 ITEM #:21 DATE:08-26-25 DEPT:PW SUBJECT:2025/26 AIRPORT FACILITY IMPROVEMENTS (FUEL FARM REPLACEMENT - JET FUEL TANK) COUNCIL ACTION FORM BACKGROUND: The City of Ames Capital Improvements Plan includes replacement of the Jet A fuel tank at the Ames Municipal Airport in the FY 2025/26 Airport Facility Improvements Program. This program addresses the modernization of fueling facilities for safety, storage, and environmental protection. It replaces the existing 10,000 gallon underground storage tank with a modern 14,000 gallon above ground storage tank. On August 12, 2025, the Iowa Transportation Commission approved the City’s application for State Airport Improvement Program (AIP) funding. Following that approval, the Iowa DOT notified City staff that available funding for this project is limited to $400,000, which is slightly less than the $412,500 originally identified in the adopted Capital Improvements Plan (CIP). The State of Iowa has awarded a grant covering 55% of eligible costs, not to exceed $400,000, for the Jet Fuel Farm Replacement – Jet A project. Staff is recommending backfilling the $1 2 ,5 0 0 difference in grant funding from the Airport Improvement Fund, which is projected to have a balance of $324,940 at the end of FY 2025/26. Revenues State Airport Improvement Program Grant (55% eligible costs; max) $400,000 General Obligation Bonds $312,500 Airport Improvement Funds $12,500 Total Revenues $725,000 Expenses Project Cost – Jet Fuel Farm Replacement (Jet A Tank)$725,000 Total Expenses $725,000 ALTERNATIVES: 1. Approve proceeding with the FY 2025/26 Airport Facility Improvements Program (Jet Fuel Farm Replacement – Jet A project) by: a. Approving the State of Iowa Airport Improvement Program Grant Agreement b. Allocating $12,500 from the Airport Improvement Fund for the project 1 99 2. Do not approve the grant agreement. This would forfeit the awarded state funds, requiring the City to fully fund the project locally. CITY MANAGER'S RECOMMENDED ACTION: The Jet Fuel Farm is a critical piece of airport facility infrastructure. Without a functioning Jet A fuel system, the Fixed Base Operator cannot provide essential fueling services, and the Airport’s ability to serve based aircraft, itinerant users, and emergency operations would be severely compromised. Replacing the aging Jet A tank is necessary to maintain safety, reliability, and compliance with environmental standards. Therefore, it is the recommendation of the City Manager to approve Alternative No. 1 as shown above. ATTACHMENT(S): FY2026 AIP Agreement AMW.pdf FY2026 State AIP Letter AMW.pdf 2 100 101 102 103 No.ITEM QTY UNIT UNIT PRICE TOTAL Federal 90%State %Local %Federal Amount State Amount Local Amount 1 MOBILIZATION 1 LS 30,000.00$ 30,000.00$ 0.00% 75.00% 10.00%-$ 22,500.00$ 7,500.00$ 2 FUEL FARM REMOVAL (AVGAS TANK/CABINET)1 LS 20,000.00$ 20,000.00$ 0.00% 75.00% 10.00%-$ 15,000.00$ 5,000.00$ 3 12,000 GALLON FLAMSHIELD AVGAS TANK 1 EA 130,000.00$ 130,000.00$ 0.00% 75.00% 10.00%-$ 97,500.00$ 32,500.00$ 4 PCC TANK AND EQUIPMENT PAD, 12" THICK 150 SY 100.00$ 15,000.00$ 0.00% 75.00% 10.00%-$ 11,250.00$ 3,750.00$ 5 AVGAS SYSTEM, COMPLETE, IN PLACE 1 LS 150,000.00$ 150,000.00$ 0.00% 75.00% 10.00%-$ 112,500.00$ 37,500.00$ 6 FUEL RECOVERY SYSTEM - AVGAS 1 LS 10,000.00$ 10,000.00$ 0.00% 75.00% 10.00%-$ 7,500.00$ 2,500.00$ 7 REMOTE FILL CABINET 1 EA 15,000.00$ 15,000.00$ 0.00% 75.00% 10.00%-$ 11,250.00$ 3,750.00$ 8 SYSTEM TESTING AND STARTUP 1 LS 15,000.00$ 15,000.00$ 0.00% 75.00% 10.00%-$ 11,250.00$ 3,750.00$ 9 FUELING ELECTRICAL 1 LS 25,000.00$ 25,000.00$ 0.00% 75.00% 10.00%-$ 18,750.00$ 6,250.00$ 10 MISCELLANEOUS CONSTRUCTION 1 LS 23,333.00$ 23,333.00$ 0.00% 75.00% 10.00%-$ 17,499.75$ 5,833.25$ Subtotal 433,333.00$ 0.00% 75.00% 25.00% -$ 324,999.75$ 108,333.25$ DESIGN ENGINEERING 47,500.00$ 0.00% 75.00% 10.00%-$ 35,625.00$ 4,750.00$ CONSTRUCTION ENGINEERING 52,500.00$ 0.00% 75.00% 10.00%-$ 39,375.00$ 5,250.00$ 533,333.00$ 0.00% 75.00% 25.00% -$ 400,000.00$ 133,333.00$ FUEL FARM IMPROVEMENTS - AV GAS FUEL FARM IMPROVEMENTS - AV GAS 10 4 >>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA U: \ $ H D r i v e D a t a \ _ A i r p o r t s \ _ S t a t e G r a n t s \ I O W A C L I E N T S \ A m e s \ 2 0 2 6 \ A m e s F u e l F a r m . d w g 4/ 6 / 2 0 2 5 1 1 : 5 7 : 2 2 P M R Fuel Farm Improvements - AvGas Ames Municipal Airport Iowa DOT State Grant Application Exhibit April 2026 FEETSCALE 0 10 20 HORZ. R PROPOSED 14,000 GALLO N J E T A T A N K PROPOSED 12,000 GALLON AV GAS TANK EXISTING UNDERGROUND JET A AND AV GAS TANKS FUNDING SECURED UNDER IDOT FY 26 GRANT FUNDING ASSISTANCE PROPOSED UNDER IDOT FY 27 GRANT 10 5 10 6 10 7 10 8 10 9 110 111 RESOLUTION AUTHORIZING SUBMISSION OF APPLICATION FOR IOWA DEPARTMENT OF TRANSPORTATION AIRPORT FUNDING AND CERTIFYING ELIGIBILITY REQUIREMENTS WHEREAS, the City of Ames intends to apply for a grant from the Iowa Department of Transportation for partially funding improvements at the Ames Municipal Airport further described below: • Fuel Farm – AvGas WHEREAS, the City of Ames has/will budget $133,333.00 for the Fuel Farm – Av Gas improvement project as matching funds in connection with the application of the grant from the Iowa DOT; and WHEREAS, if the Fuel Farm – Av Gas improvement project is selected by the Iowa Department of Transportation for funding, a grant would pay 75% of the project cost and the remaining 25% shall be paid from local funds; and WHEREAS, the Iowa Department of Transportation requires a resolution endorsing the above-mentioned improvements and certifying availability of matching local funds. WHEREAS, a grant application has been prepared on behalf of the City of Ames by Bolton & Menk Inc. for the above-mentioned improvements. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF AMES, IOWA: 1. Staff are hereby authorized to execute grant application documents as needed to apply for the grant from the Iowa DOT for the above-mentioned improvements. 2. Staff are hereby authorized to submit a grant application to the Iowa DOT for the above-mentioned improvements. 3. $133,333.00 is hereby committed for the Fuel Farm – Av Gas improvement project as the local matching share, subject to receipt of a grant from the Iowa Department of Transportation. Passed this 27th day of April 2026 and signed this 27th day of April 2026. City of Ames, Iowa By:_________________________________ John Haila, Mayor Attest: ______________________________ Renee Hall, City Clerk 112 ITEM #:22 DATE:04-28-26 DEPT:FIN SUBJECT:AMENDMENT TO 28E AGREEMENT WITH IOWA COMMUNICATIONS NETWORK COUNCIL ACTION FORM BACKGROUND: In March 2016, the City of Ames and the Iowa Communications Network (ICN) entered into a 28E Agreement to establish a framework for sharing fiber optic infrastructure with the goals of improving connectivity and reducing costs. While this agreement has been in place for nearly ten years, it has not yet been utilized. To advance these original objectives, enhancing the City’s IT network and achieving operational efficiencies, staff is now proposing the first amendment to the agreement. It should be noted, that while ICN was not the City's internet/communication provider when the original agreement was adopted, ICN is now the primary service provider for the City. The proposed amendment outlines a mutually beneficial exchange of infrastructure that supports the strategic needs of both organizations. Under the amendment, the City’s Information Technology Division will add additional strands of fiber in an existing conduit that runs from the vault located at the southeast corner of City Hall to the City’s server room in the basement. ICN has indicated that they intend to utilize that connection to construct fiber from the vault to the new Iowa Public Radio studios, which are expected to be located in the KASI building. In return, ICN will provide the City with a dedicated fiber path connecting infrastructure between the Furman Aquatic Center and the Fitch Family Indoor Aquatic Center. To facilitate this connection, the City will also need to construct its own conduit and install fiber from the Furman Aquatic Center to an ICN vault located northwest along Ioway Creek. These improvements will significantly enhance and streamline the network infrastructure supporting operations at the Furman Aquatic Center and eliminate an existing Mediacom connection, resulting in an estimated annual cost savings of approximately $7,200. The total estimated cost for the City’s portion of the project is $20,000, as outlined below: Trenching at Furman: $8,000 Fiber pull at Furman: 5,000 Network equipment at Furman: 3,000 Fiber optic connectors: 1,500 Fiber pull at City Hall: 2,500 Total Project Cost: $20,000 Under the terms of the amendment, ICN will not charge the City any additional monthly access or service fees beyond current service charges. The City will be responsible for maintenance, utility locates, and any necessary relocation of fiber infrastructure that is constructed and used 113 exclusively for City facilities. This project was originally included in the FY 2025/26 adjusted budget at $15,000. Based on updated cost estimates, staff recommend increasing the project budget to $20,000, which would be incorporated into the City’s FY 2025/26 final budget amendment. Funding will be provided by the IT Technology Reserve Fund, which supports the replacement and maintenance of the City’s network and computer equipment. The FY 2026/27 budget projects an ending balance of approximately $1.6 million in this fund. ALTERNATIVES: 1. Approve the amendment to the 28E agreement with ICN. 2. Do not approve and direct staff to evaluate alternative options. CITY MANAGER'S RECOMMENDED ACTION: Both ICN and the City have specific needs that can be met with the implementation of this amendment to the 28E agreement. By implementing this amendment, the City will be able to add Furman Aquatics Center to the City's network and reduce current network operating expenses. Therefore, it is the recommendation of the City Manager that the City Council approve Alternative No. 1, as described above. ATTACHMENT(S): 16-030 Amendment 1.with ICN Signature.pdf 114 11 5 11 6 11 7 11 8 11 9 12 0 12 1 12 2 ITEM #:23 DATE:04-28-26 DEPT:ELEC SUBJECT:RESOLUTION CONTINUING COUNCIL SUPPORT FOR THE CONSTRUCTION OF THE NEW THERMAL GENERATION PLANT COUNCIL ACTION FORM BACKGROUND: At the April 21, 2026 City Council workshop, staff provided a presentation regarding the new thermal generation project for Electric Services. The presentation included: Revisiting the need for the new generation; An explanation regarding why Reciprocating Internal Combustion Engines (RICE) units remain the best generating option moving forward; Major equipment procurement, costs, and when staff will return to Council for contract approval; Needed Generator Interconnect study with MISO; Planned site layout; Estimated annual savings from the discontinuation of waste-to-energy; Sargent & Lundy's updated cost estimate for the project; and PFM's financial review of funding and impact to electric customer bills . Staff did not ask Council to take any action at the workshop. However, staff informed Council that it would return at the April 28, 2026 Council meeting to ask for Council's continued support of the project given the information presented at the workshop. This Council Action is that request. There is a large change in the estimated cost of the project; however, expected savings from the discontinuation of waste-to-energy will cover the majority of the anticipated debt service payments. Based on a review from the City's financing and bond consultant PFM, even with conservative assumptions only small annual rate increases will be needed to fund the generation project. With the City Council's support, staff will proceed with the next steps, including continued design, major equipment procurement, and plant development. ALTERNATIVES: 1. Approve a resolution expressing continued support of the New Thermal Generation project, and authorizing staff to continue the plant development, given the new cost estimate for the project. 2. Direct staff to pause the continued development of the project. In doing so, this will delay the purchase of major equipment and subject the City to continued price increases and capacity shortfall risks. 123 CITY MANAGER'S RECOMMENDED ACTION: With the Utility's aging electric generation equipment and the Utility's need to maintain capacity to meet its growing electric peak demand, the City has begun a project to build new generation. Sargent & Lundy, the Utility's engineering consultant, was asked to update the project cost estimate that was created in 2024 for the Capital Improvement Plan. The updated cost estimated has increased to $190,000,000 from $84,000,000. Due diligence has been performed to validate and understand this new estimate, and outside financial consultants have reviewed how it will be funded. It remains in the best interest of the Electric utility to construct a new generating plant that will provide necessary generating capacity, offer price certainty for electric production, and enhance the reliability of electric service for its customers. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as noted above. 124 ITEM #:24 DATE:04-28-26 DEPT:ELEC SUBJECT:69KV TRANSMISSION LINE RECONSTRUCTION FROM TOP O HOLLOW SUBSTATION TO AMES PLANT SUBSTATION COUNCIL ACTION FORM BACKGROUND: Electric Services is undergoing a multi-year process t o reconstruct portions of its aging 69kV transmissi o n s y s t e m . This portion o f the project will replace approximately two miles of transmission line. This is the second of four reconstruction phases. The first phase, reconstructing lines between Mortensen Road and Vet Med substations, has been completed in the current fiscal year; this second phase will be completed in FY 2026/27. O n January 2 3 , 2024, City Council awarded a contract to D G R Engineering of R o c k Rapids, Iowa to design this project. DGR will also provide ongoing construction management support. Funding for this project will come from the Capital Improvement Project budget for 69kV Transmission Reconstruction, which includes $4,700,000 for FY 2026/27. The engineer's estimate for this second phase of reconstruction is $3,700,000. The attached map indicates the location of the first two reconstruction phases of the project. ALTERNATIVES: 1. Approve preliminary plans and specifications for the 69kV Transmission Line Reconstruction from Top O Hollow substation to Ames Plant substation project, set May 27, 2026, as the bid due date, and set June 9, 2026, as date of Public Hearing and award of contract. 2. Do not proceed with the project at this time. CITY MANAGER'S RECOMMENDED ACTION: The 69kV transmission system located around the City is crucial to maintaining a reliable electric grid for the City's Electric Service customers. Staff has completed the first of four phases (Mortensen to Vet Med) to reconstruct the aging 69kV transmission system and would like to proceed with phase two (Top O Hollow to Ames Plant) to ensure the entire 69kV system is replaced within a timely manner and remains reliable. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as stated above. ATTACHMENT(S): Map for CAF 69kv Reconstruction.jpeg 125 126 ITEM #:25 DATE:04-28-26 DEPT:PW SUBJECT:2025/26 WATER SYSTEM IMPROVEMENTS PROGRAM - BARR DRIVE, DOUGLAS AVENUE - 16TH STREET TO O'NEIL DRIVE, AND 17TH STREET - DOUGLAS AVENUE TO DEAD END COUNCIL ACTION FORM BACKGROUND: This program provides for replacing water mains in areas that experience issues including water quality (rust/iron), frequent water main breaks, lead services, low pressure, and circulation. Many of these issues correspond to older, smaller diameter aged water mains or poor-quality cast-iron pipe installed many decades ago. Bringing these water mains up to current design standard improves water flow, circulation, pressure, firefighting capacity, and helps reduce rusty water. The improved flow also provides larger supply quantities for firefighting purposes. The locations for this project are Barr Drive, Douglas Avenue (16th Street to O'Neil Drive), and 17th Street (Douglas Avenue to dead-end). Revenue for this project comes from annual funding in the Capital Improvements Plan (CIP) for the Water System Improvements Program. Funds are appropriated to project locations each fiscal year and any remaining revenue is kept as a balance for future program locations. The program currently has an available balance of $1,893,993 to fund this project. City staff has completed plans and specifications for this project with revenue and estimated expenses as follows: Description Available Revenue Estimated Expenses Water System Improvements (Water Utility Fund)$1,200,000 Construction (estimated) $ 914,982.30 Engineering/Administration $ 130,000.00 TOTAL $1,200,000 $1,044,982.30 PUBLIC OUTREACH: Staff sent letters to all area residents and met with several property owners to obtain input on staging, construction timing, and special access needs. Comments received were supportive of the project and incorporated into the project phasing and design. ALTERNATIVES: 1. Approve the plans and specifications for the 2025/26 Water System Improvements Program (Barr Drive), (Douglas Avenue - 16th Street to O'Neil Drive) and (17th Street - Douglas Avenue to dead end) project, setting May 20, 2026, as the bid due date and May 26, 2026, as the date for report of bids. 127 2. Direct staff to revise the project. CITY MANAGER'S RECOMMENDED ACTION: By improving the water systems in these local neighborhoods, residents will see improved water quality and firefighting capacity. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1 as describe above. ATTACHMENT(S): Water - Barr.pdf Water - Douglas & 17th .pdf 128 2025/26 Water System Improvements Program Barr Drive - Jensen Ave to Jensen Ave N 2ND ST LINCOLN WAY 6TH ST N 3RD ST N H A Z E L A V E N 4TH S T N R I V E R S I D E D R N R U S S E L L A V E N M A P L E A V E N O A K A V E 5TH ST N 4TH S T Ames I O W A Location Map N 3RD ST N 2ND ST N 4TH S T N H A Z E L A V E N R I V E R S I D E D R N M A P L E A V E LINCOLN WAY S 2ND ST S 3RD ST S O A K A V E S M A P L E A V E S H A Z E L A V E UN I V E R S I T Y B L V D S R U S S E L L A V E S R I V E R S I D E D R CENTER DR CY T O W N L N N O A K A V E Proposed New Water Main 16TH ST DU F F A V E 17TH ST DO U G L A S A V E LINCOLN WAY S 2ND ST S H A Z E L A V E S 3RD ST S R U S S E L L A V E S R I V E R S I D E D R 16TH ST DU F F A V E BU R N E T T A V E DO U G L A S A V E ONEIL DR18TH ST E 16TH ST E ONEIL DR KE L L O G G A V E CL A R K A V E JEN S E N A V E GR A N D A V E 22ND ST FU R M A N D R BU R N E T T A V E FE R N D A L E A V E 129 2025/26 Water System Improvements Program Douglas Ave - 16th St to Oneil Dr 17th St - Douglas Ave to West N 2ND ST LINCOLN WAY 6TH ST N 3RD ST N H A Z E L A V E N 4TH S T N R I V E R S I D E D R N R U S S E L L A V E N M A P L E A V E N O A K A V E 5TH ST N 4TH S T Ames I O W A Location Map N 3RD ST N 2ND ST N 4TH S T N H A Z E L A V E N R I V E R S I D E D R N M A P L E A V E LINCOLN WAY S 2ND ST S 3RD ST S O A K A V E S M A P L E A V E S H A Z E L A V E UN I V E R S I T Y B L V D S R U S S E L L A V E CENTER DR CY T O W N L N N O A K A V E Proposed New Water Main 16TH ST DU F F A V E 17TH ST DO U G L A S A V E LINCOLN WAY S 2ND ST S H A Z E L A V E S 3RD ST S R U S S E L L A V E 16TH ST DU F F A V E BU R N E T T A V E DO U G L A S A V E ONEIL DR18TH ST E 16TH ST E ONEIL DR KE L L O G G A V E 130 ITEM #:26 DATE:04-28-26 DEPT:ELEC SUBJECT:AGREEMENT WITH ITC FOR SUBSTATION OWNERSHIP RIGHTS COUNCIL ACTION FORM BACKGROUND: ITC (an independent transmission company) has built a new 161 kV electrical substation in the Prairie View Industrial Center (PVIC) on the south side of Lincoln Way adjacent to Ames’ 161 kV line. During the substation's development, ITC had requested to interconnect to Ames Municipal Electric Utility's existing 161 kV line, which extends from Ames Plant Substation to a substation north of Ankeny and is in the vicinity of ITC's new substation. The purpose of the PVIC substation is for ITC to provide Alliant Energy with the necessary capacity to service Alliant’s anticipated new customers in this vicinity and to transfer some of its existing distribution load to the transformer(s) planned as part of this substation. The interconnection will involve the extension of the City's 161 kV lines, along with equipment installed in a portion of the ITC substation. This project was originally identified as a Capital Improvement Project and approved by Council in the FY 2025-2030 CIP. Ames’ own reliability for its customers will be enhanced as ITC adds an additional 161 kV line from its Fernald to Ames substations, and a future line is planned to be built from PVIC to Ames to add transmission reliability to the municipal utility. Under the Interconnection and Joint Ownership Agreements, Ames will have joint ownership in needed transmission/substation facilities. The agreements further codify that MidAmerican Energy Company will remain as Ames’ Transmission Operator. ALTERNATIVES: 1. Set May 12, 2026, as the public hearing date to consider three agreements with ITC for interconnection and ownership rights of Ames at the Prairie View Industrial Park substation. 2. Do not set a date of public hearing to consider an agreement with ITC and refer this item back to City staff for additional information. CITY MANAGER'S RECOMMENDED ACTION: Alliant Energy was in need of a new substation to serve the Prairie View Industrial Center. ITC, Alliant's transmission provider, does not have adequate transmission resources in the area to provide the needed capacity for the substation. With the close proximity of Ames' existing line that connects the City to MidAmerican's (MEC) Ankeny substation, Ames can help support the substation. Additionally, these agreements accomplish several things beneficial to the City. 131 First, joint ownership maintains a clear, direct path from Ames to MEC, preserving Ames as part of the MEC Load Balancing Area. Second, Ames has access to a new transmission source, further enhancing the electric reliability of Ames' system in the event of needed maintenance or unplanned outages. Third, utilities that investment into transmission assets receive revenues from MISO. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as noted above. ATTACHMENT(S): AMES- SECOND SET - PUBLIC HEARING-APPROVE RES, ENTERING INTO AGREEMENTS, PRAIRIEVIEW INDUSTRIAL SUBSTATION.pdf AMES - Notice of Hearing.pdf 132 1 ITEMS TO INCLUDE ON AGENDA FOR MAY 12, 2026 CITY OF AMES, IOWA ● Public hearing on the proposition of entering into a Prairieview Industrial Substation Line Tap Construction Agreement and a Transmission Facility Joint Ownership Agreement between ITC Midwest, LLC and the City of Ames, Iowa, and entering into a Transmission Interconnection Agreement by and among ITC Midwest, LLC, the City of Ames, Iowa, and Midcontinent Independent System Operator, Inc. ● Resolution finally adopting and approving the forms of Prairieview Industrial Substation Line Tap Construction Agreement and Transmission Facility Joint Ownership Agreement between ITC Midwest, LLC and the City of Ames, Iowa, and Transmission Interconnection Agreement by and among ITC Midwest, LLC, the City of Ames, Iowa, and Midcontinent Independent System Operator, Inc. 133 2 May 12, 2026 The City Council of the City of Ames, Iowa, met in __________ session, in the Council Chambers, City Hall, 515 Clark Avenue, Ames, Iowa, at __________ _____.M., on the above date. There were present Mayor ________________________, in the chair, and the following named Council Members: __________________________________________________ __________________________________________________ Absent: ___________________________________________ Vacant: ___________________________________________ * * * * * * * 134 3 The Mayor announced that this was the time and place for the meeting and public hearing on the matter of entering into a Prairieview Industrial Substation Line Tap Construction Agreement and a Transmission Facility Joint Ownership Agreement between ITC Midwest, LLC and the City of Ames, Iowa, and entering into a Transmission Interconnection Agreement by and among ITC Midwest, LLC, the City of Ames, Iowa, and Midcontinent Independent System Operator, Inc. The Mayor then asked the Clerk whether any written objections had been filed by any person to the proposed action or to the forms of the Construction Agreement, Joint Ownership Agreement, and the Interconnection Agreement. The Clerk advised the Mayor and the Council that _____ written objections had been filed. The Mayor then called for oral objections to the proposed action or to the forms of the Construction Agreement, Joint Ownership Agreement, and the Interconnection Agreement and _____ were made. Whereupon, the Mayor declared the time for receiving oral and written objections to be closed. (Attach here a summary of objections received or made, if any) Whereupon, the Mayor declared the hearing on the matter of entering into a Construction Agreement, Joint Ownership Agreement, and the Interconnection Agreement to be closed. The Council then considered the proposed action and the extent of objections thereto. Council Member _______________________ introduced the following Resolution entitled "RESOLUTION FINALLY ADOPTING A PRAIRIEVIEW INDUSTRIAL SUBSTATION LINE TAP CONSTURCTION AGREEMENT AND A TRANSMISSION FACILITY JOINT OWNERSHIP AGREEMENT BETWEEN ITC MIDWEST, LLC AND THE CITY OF AMES, IOWA, AND A TRANSMISSION INTERCONNECTION AGREEMENT BY AND AMONG ITC MIDWEST, LLC, THE CITY OF AMES, IOWA, AND MIDCONTINENT INDEPENDENT SYSTEM OPERATOR, INC." and moved that the same be adopted. Council Member ____________________ seconded the motion to adopt. The roll was called and the vote was, AYES: _______________________________________________ ________________________________________________ NAYS: ________________________________________________ Whereupon, the Mayor declared the resolution duly adopted as follows: 135 4 RESOLUTION FINALLY ADOPTING A PRAIRIEVIEW INDUSTRIAL SUBSTATION LINE TAP CONSTURCTION AGREEMENT AND A TRANSMISSION FACILITY JOINT OWNERSHIP AGREEMENT BETWEEN ITC MIDWEST, LLC AND THE CITY OF AMES, IOWA, AND A TRANSMISSION INTERCONNECTION AGREEMENT BY AND AMONG ITC MIDWEST, LLC, THE CITY OF AMES, IOWA, AND MIDCONTINENT INDEPENDENT SYSTEM OPERATOR, INC. WHEREAS, on the 28th day of April, 2026, proposed forms of the Construction Agreement, Joint Ownership Agreement, and Interconnection Agreement were filed with the City Clerk and were preliminarily approved by resolution subject to final hearing and approval upon public notice as required by law; and WHEREAS, the proposed Construction Agreement, Joint Ownership Agreement, and Interconnection Agreement are found to be in proper form and to serve the best interest of the City and its residents; and WHEREAS, notice of hearing on the proposed Construction Agreement, Joint Ownership Agreement, and Interconnection Agreement was published as required by the provisions of Chapter 390 of the Code of Iowa, 2025, as amended. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE AMES, STATE OF IOWA; Section 1. The proposed Prairieview Industrial Substation Line Tap Construction Agreement and Transmission Facility Joint Ownership Agreement between ITC Midwest, LLC and the City of Ames, Iowa, and the Transmission Interconnection Agreement by and among ITC Midwest, LLC, the City of Ames, Iowa, and Midcontinent Independent System Operator, Inc. and the forms thereof be and the same are hereby approved and adopted to be executed and performed by the City. Section 2. The Mayor is directed to execute and the clerk is directed to deliver the Construction Agreement, Joint Ownership Agreement, and Interconnection Agreement in substantially the form approved. PASSED AND APPROVED this __________ day of _________________, 2026. ______________________________ Mayor ATTEST: _____________________________ City Clerk 136 CERTIFICATE I, the undersigned City Clerk of the City of Ames, State of Iowa, do hereby certify that attached is a true and complete copy of the portion of the records of the City showing proceedings of the Council, and the same is a true and complete copy of the action taken by the Council with respect to the matter at the meeting held on the date indicated in the attachment, which proceedings remain in full force and effect, and have not been amended or rescinded in any way; that meeting and all action thereat was duly and publicly held in accordance with a notice of meeting and tentative agenda, a copy of which was timely served on each member of the Council and posted on a bulletin board or other prominent place easily accessible to the public and clearly designated for that purpose at the principal office of the Council pursuant to the local rules of the Council and the provisions of Chapter 21, Code of Iowa, upon reasonable advance notice to the public and media at least twenty-four hours prior to the commencement of the meeting as required by law and with members of the public present in attendance; I further certify that the individuals named therein were on the date thereof duly and lawfully possessed of their respective City offices as indicated therein, that no Council vacancy existed except as may be stated in the proceedings, and that no controversy or litigation is pending, prayed or threatened involving the incorporation, organization, existence or boundaries of the City or the right of the individuals named therein as officers to their respective positions. WITNESS my hand and the seal of the Council hereto affixed this __________ day of _______________, 2026. (SEAL) City Clerk, City of Ames, State of Iowa 4925-2446-7874-2\17407-018 137 NOTICE OF MEETING OF THE CITY COUNCIL OF THE CITY OF AMES, IOWA, AND A PUBLIC HEARING ON THE MATTER OF THE PROPOSITION OF ENTERING INTO A PRAIRIEVIEW INDUSTRIAL SUBSTATION LINE TAP CONSTURCTION AGREEMENT AND A TRANSMISSION FACILITY JOINT OWNERSHIP AGREEMENT BETWEEN ITC MIDWEST, LLC AND THE CITY OF AMES, IOWA, AND ENTERING INTO A TRANSMISSION INTERCONNECTION AGREEMENT BY AND AMONG ITC MIDWEST, LLC, THE CITY OF AMES, IOWA, AND MIDCONTINENT INDEPENDENT SYSTEM OPERATOR, INC. PUBLIC NOTICE is hereby given that the City Council of the City of Ames, Iowa, will hold a public hearing on the 12th day of May, 2026, at __________ _____M. in the Council Chambers, City Hall, 515 Clark Avenue, Ames, Iowa, at which meeting the Council proposes to take final action on the matter of entering into the Prairieview Industrial Substation Line Tap Construction Agreement (the “Construction Agreement”) and Transmission Facility Joint Ownership Agreement (the “Joint Ownership Agreement”) between ITC Midwest, LLC and the City of Ames, Iowa, and entering into a Transmission Interconnection Agreement (the “Interconnection Agreement”) by and among ITC Midwest, LLC, the City of Ames, Iowa, and Midcontinent Independent System Operator, Inc. The Construction Agreement provides for the construction of an electric substation known as the Prairieview Industrial Substation (the “Substation”) By ITC Midwest, LLC. The Joint Ownership Agreement provides for the ownership, management, and allocation of costs for the Prairieview Industrial Substation Project, consisting of a Joint Facility, including portions of a Substation and other facilities constructed and operated at the Facility Site. The Interconnection Agreement provides for the ownership and operation of facilities at the Points of Interconnection. Proposed forms of the Construction Agreement, Joint Ownership Agreement, and Interconnection Agreement are on file with the City Clerk for public inspection. At the above mentioned meeting, the City Council proposes to take final action on the matter of adopting the Construction Agreement, Joint Ownership Agreement, and Interconnection Agreement. At the above hearing, the Council shall receive oral or written objections from any person to the above action as provided by Section 390.3 and Section 73A.3, Code of Iowa 2025. Interested objectors may appeal from the decision as provided in Section 73A.4, Code of Iowa, 2025. This notice is given by order of the City Council of the City of Ames, Iowa, as provided by Chapter 73A as referenced in Chapter 390, Code of Iowa, 2025, as amended. Dated this ______ day of _______________, 2026. ________________________________ City Clerk, City of Ames, State of Iowa 4935-4598-9540-2\17407-018 138 ITEM #:27 DATE:04-28-26 DEPT:ELEC SUBJECT:SETTING DATE OF PUBLIC HEARING ON REVOCABLE LEASE OPTION FOR AIRPORT SOLAR DEVELOPMENT COUNCIL ACTION FORM BACKGROUND: At the April 21, 2026, City Council Workshop a presentation was made regarding a potential solar farm at the Ames Municipal Airport. The project would require that the City lease portions of the Airport property to Ames Greenfield Development, LLC (a subsidiary of Recall Strategies) for the evaluation, installation, and operation of the solar project. This agreement would provide the developer the right to complete the project if certain conditions are met. This agreement is critical to complete relatively soon if the project is to move forward and qualify for federal tax credits. To secure the 30% Investment Tax Credit from the Federal government, a project must achieve "safe harbor" status by July 4, 2026. If the developer fails to secure the lease and make the necessary financial investments prior to this date, then the credit goes away and the project would see a 30% increase in cost. Coming to agreeable terms prior to the looming safe harbor deadline will prove to be a challenge. City staff and the developer have had preliminary discussions about provisions for a lease. Entering into a revocable lease agreement will not obligate the City to move ahead with this solar project. This agreement will make it clear that if for any reason the City decides not to sign a Power Purchase Agreement, the land lease will be terminated with no financial obligation on the part of the City. However, arriving at an agreeable lease in a timely fashion will be a substantial undertaking by staff. Recall has indicated that May 12, 2026, is the latest feasible date to enter into the agreement in order to complete the due diligence and begin physical work of a significant nature as necessary to demonstrate that it has met the Safe Harbor deadline of July 4, 2026. A lease of City property for a duration such as the one contemplated here requires that a hearing be held. Therefore, this action is to set May 12, 2026, as the date of hearing and approval of this lease agreement. Council had directed staff at the workshop to devote the resources needed to attempt to accomplish the development of the lease agreement. It is not likely that the lease will be negotiated to staff's satisfaction until shortly prior to the May 12 meeting where approval is requested. Therefore, the Council will have little opportunity to review the agreement's terms prior to being asked to approve it. ALTERNATIVES: 1. Set May 12 as the date of Public Hearing on a Revocable Lease Option with Ames Greenfield Development, LLC on portions of Airport property. 2. Take no action, and do not proceed with the potential solar development project 139 CITY MANAGER'S RECOMMENDED ACTION: The next step in determining if a solar farm can be developed at the Ames Municipal Airport is enter into a Revocable Lease Option. When developed, a date for a public hearing must be established to take action on the lease option. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative 1, as described above. 140 ITEM #:28 DATE:04-28-26 DEPT:TRANSIT SUBJECT:OIL AND LUBRICANTS CHANGE ORDER COUNCIL ACTION FORM BACKGROUND: On July 8, 2025, the City Council awarded a contract renewal to Heritage Petroleum of Evansville, IN, for the purchase of oils and lubricants for Fleet Services and CyRide in FY 2025/26. The contract was for a not-to-exceed amount of $49,300. Fleet Services' budgeted funds totaled $15,300, and CyRide's budgeted funds totaled $34,000. After the contract renewal was awarded, CyRide received invoices totaling $12,419.99 from Heritage Petroleum LLC for the previous fiscal year that were not billed until the current fiscal year. Due to their late receipt, these invoices could not be taken into account when determining the FY 2025/26 contracted amount. As a result, CyRide’s purchases of oil and lubricants for this fiscal year have exceeded the Council approved amount of $34,000. To account for the prior year ’s invoices and anticipated remaining usage for FY 2025/26, CyRide is requesting a change order to increase its portion of the contract amount to $62,000. The revised total reflects the addition of the prior-year invoices plus expected usage levels for oil and lubricants. Due to CyRide’s total portion of the contract amount exceeding $50,000, City Council approval is required prior to proceeding. Staff has evaluated the commodities budget and determined that this change order will not exceed the total budgeted amount. Fleet Services portion of the contract totaling $15,300 does not need adjusted. Therefore, a revised purchase order amount totaling $77,300 will allow CyRide and Fleet Services to continue to maintain equipment properly and keep it in a good state of repair. The Transit Board of Trustees approved the requested change order and increased CyRide's portion of the total contract to $62,000 at its meeting on April 16, 2026. ALTERNATIVES: 1. Approve the change order increasing the total purchase order cost to $77,300 for the purchase of oils, lubricants and fluid analysis kits from Heritage Petroleum of Evansville, IN. 2. Do not approve the requested change order. CITY MANAGER'S RECOMMENDED ACTION: Approving the change order and revised contract amount is necessary for CyRide to support its ongoing operations and ensure continuity of the joint contract with Fleet Services. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. 141 ITEM #:29 DATE:04-28-26 DEPT:PW SUBJECT:EMERGENCY 30-INCH RAW WATER LINE REPAIR CONTRACT AMENDMENT COUNCIL ACTION FORM BACKGROUND: On March 15, 2026, City staff became aware of an exposed raw water main on the east side of the Skunk River between SE 16th Street and Lincoln Way. This main conveys water from supply wells to the Water Treatment Plant. On April16, 2026, continued bank erosion caused the main to deflect over four feet and begin to fall into the Skunk River. The attached memo provides further documentation of the condition and supports the determination that this situation constitutes an emergency repair. To address the immediate risk and prevent further damage, the City issued a Purchase Order to On Track Construction, LLC (Nevada, IA) on April 17, 2026, in the amount of $21,570. This initial work was within staff authorization limits and allowed for rapid mobilization to stabilize the bank and mitigate further deterioration of the 30-inch raw water line. Following stabilization efforts, additional work has been identified as necessary to fully protect the pipe and restore long-term stability. On Track Construction has submitted a request for an additional $93,018 to import and place suitable backfill and riprap. Due to the emergency nature of this repair and the need to proceed without delay to prevent failure of critical infrastructure, staff is recommending approval of the contract amendment. This Council action is to approve this additional scope of work to temporarily protect the raw water line while a permanent solution is designed and permitted. Funding for this emergency work will be taken from the balance in the Water Utility Fund. Additional work still remains that will require permitting with the Iowa Department of Natural Resources (DNR) and Army Core of Engineers (ACOE) to permanently provide protection for this critical piece of infrastructure. Public Works staff will continue to work alongside Water and Pollution Control staff to accelerate the permanent repair. ALTERNATIVES: 1. Approve a contract amendment of $93,018 for a total contract of $114,588 with On Track Construction, LLC of Nevada, IA. 2. Direct staff to investigate other options. 142 CITY MANAGER'S RECOMMENDED ACTION: The 30-inch raw water main provides approximately 20% of the raw water supply to the Water Treatment Plant for treatment and distribution of potable water to the City of Ames. Due to the emergency nature of this repair and the rapid deterioration of site conditions, it is critical that stabilization and protection measures be completed without delay to prevent failure of this critical infrastructure. Approval of the contract amendment will allow the contractor to complete the necessary repairs in a timely manner and restore reliable operation of the raw water system. Therefore, it is the recommendation of the City Manager that the City Council approve Alternate 1, as described above. ATTACHMENT(S): 2026.04.16 Emergency Repair Work - Raw Water Line.pdf 143 515.239.5101 main 515.239.5142 fax 515 Clark Ave. Ames, IA 50010 www.CityofAmes.org MEMO From: Mindy Bryngelson, PE, Municipal Engineer Date: April 16, 2026 Subject: Emergency Streambank Stabilization and Repairs for 30” Raw Water Line A 30-inch raw water line was installed in 2008 to improve raw water supply to the Water Treatment Plant from wells located at the Hunziker Youth Sports Complex on the east side of the South Skunk River. At the time of installation, the riverbank was approximately 90 feet west of the pipeline. Since that time, the river has migrated significantly eastward toward the pipe. 144 A project to protect the raw water line was included in the Capital Improvements Plan for FY 2027/28. However, due to accelerated streambank erosion, staff began advancing this project. In mid-March 2026, staff identified that a segment of the 30 -inch raw water main between Southeast 16th Street and East Lincoln Way had become exposed due to streambank erosion. Staff coordinated with the Iowa Department of Natural Resources and the U.S. Army Corps of Engineers, who confirmed that repair work could proceed under Nationwide Permits #3 and #13. The Iowa DNR further indicated that the City may complete the work and submit as-built permitting documentation if post-construction modeling demonstrates no rise in the floodplain. The City engaged WHKS to perform survey, design, hydraulic modeling, preparation of construction documents, and permitting services. While awaiting lower river levels to complete survey work, staff continued to monitor conditions at the site. Conditions have deteriorated rapidly over the past month: • March 16, 2026: Pipe exposed but supported o • April 15, 2026: Loss of support beneath the pipe and measurable deflection observed o 145 • April 16, 2026: Continued bank failure resulted in additional erosion, soil collapse onto the pipe, and portions of the pipe falling below river leve l o Based on field observations and the attached independent engineering evaluation prepared by WHKS, the condition of the raw water main presents an immediate risk of failure due to ongoing erosion, loss of soil support, and pipe deflection. Failure of this infrastructure would disrupt the City’s raw water supply to the Water Treatment Plant and could pose risks to public health, safety, and the surrounding environment. The condition has progressed rapidly over a short period of time, and delay associated with completing a standard public bidding process would increase the likelihood of failure and the severity of resulting impacts. For these reasons, staff recommends that the work necessary to stabilize the streambank and restore structural support to the raw water main be treated as an emergency repair. This designation is limited to the work required to address the immediate risk and restore safe and reliable operation of the utility infrastructure. 146 147 ITEM #:30 DATE:04-28-26 DEPT:PW SUBJECT:RESOURCE RECOVERY AND RECYCLING CAMPUS CONSTRUCTION - CHANGE ORDERS COUNCIL ACTION FORM BACKGROUND: On March 24, 2026, the City Council approved final plans and specifications and awarded contracts for the construction of the Resource Recovery and Recycling Campus (R3C). At that meeting 11 separate bid packages (BPs) were award to various contractors. Additionally, eight change orders were presented at the time of award, five of which required City Council approval. The change orders were the result of a value engineering exercise that was necessary to reduce the project scope aligning it closer to the approved project budget. Staff noted at the March 24 meeting that potential further changes were likely pending additional review and and engineering consideration. Several additional changes have been finalized and a few clarifications are ready for Council's approval: RRT DESIGN AND CONSTRUCTION - CHANGE ORDER NO. 2 Change Order No. 2 for RRT Design and Construction (BP 40-1) is a deduction in the amount of $120,550. This change order includes removal of the scope required to fabricate and install ladders, handrails, and stairs that lead from the tipping floor into pit locations where equipment and roll-off containers will be located. This scope of work was duplicated between two bid packages; thus it is being removed from BP 40-1 and will remain in BP 03-1. JENSEN BUILDERS LTD - CHANGE ORDER NO. 2 Change Order No. 2 for Jensen Builders LTD (BP 03-1), adds $82,916.03. This change order includes two major scope items. The first involves special metal fabrications inside the transfer tunnel that help guide waste into the transfer trailers from the tipping floor. This scope was initially with RRT's contract as part of BP 40-1. However, it was removed from BP 40-1 in RRT's Change Order No. 1 because Jensen Builders LTD could provide the same scope of work at a cost of $51,396.03. In comparison, RRT provided a deduct of $193,801 in BP 40-1 Change Order No. 1 to remove this work from its scope. Therefore, a portion of this Change Order No. 2 is to add $51,396.03 to include the tunnel guides. The second major scope item in this change order includes the addition of drainage tile around the transfer tunnel excavation. This value of this work was estimated at $30,000 at the time of contract award and was assumed to be in a different bid package (BP 31-1, with Con-Struct, Inc.). Following contract award it was determined that the best value would be to include this work in BP 03-1 with Jensen Builders LTD at a value of $31,520, and not in BP 31-1. CON-STRUCT, INC. - MODIFICATION TO CHANGE ORDER NO. 1 The drainage tile around the transfer tunnel excavation that is noted above was initially assumed to be included in Change Order No. 1 to Con-Struct, Inc. (BP 31-1) in the amount of $87,717 as approved by City Council on March 24, 2026. Included in the approved Change 148 Order No. 1 was an estimate in the amount of $30,000 for the same drainage tile work. Following detailed evaluation with Con-Struct, it was determined that the cost of this work was $37,000, which is greater than the $31,520 that Jensen Builders LTD has quoted to perform the same work as part of BP 03-1. As noted in the paragraph above, this scope of work is recommended to be added to Jensen Builders LTD's contract rather than Con-Struct's. Because City Council previously approved this change order, s taff recommends City Council approve a modification to Change Order No. 1 to Con-Struct, Inc. reducing the approved amount by $30,000. This action results in a revised Change Order No. 1 amount of $57,717 reflecting the removal of the drainage tile work. RRT DESIGN AND CONSTRUCTION - MODIFICATION TO CHANGE ORDER NO. 1 For Council's clarification, Change Order No. 1 to RRT Design and Construction (BP 40-1) was approved on March 24, 2026, a deduction in the amount of $1,134,320. Staff has discovered a numerical transposition error in the awarding the change order. The amount should have been a deduction in the amount of $1,134,376 resulting in an additional $56 of reduction in the project budget. Because City Council previously approved this change order, staff recommends City Council approve a modification to Change Order No. 1 to RRT Design and Construction, increasing the approved deduction by $56, resulting in a revised Change Order No. 1 amount of $1,134,376. A summary of awarded project contracts and proposed change orders is below: BID PACKAGE CONTRACTOR AS BID AMOUNT PREVIOUSLY APPROVED CHANGE ORDERS PROPOSED CHANGE ORDER REVISED CONTRACT TOTALS 01-1 – General Construction Work RH Grabau Construction, Inc., Boone, IA $1,601,000 ($126,538) $1,474,462 03-1 – Concrete and Steel Work Jensen Builders, Ltd., Des Moines, IA $4,675,500 ($257,865) $82,916.03 (this Council action) $4,500,551.03 09-1 – Gypsum Board Assembly Work Heartland Finishes, Inc., Des Moines, IA $430,675 ($30,000) $400,675 14-1 – Elevator/Lift Work TK Elevator Corporation, Urbandale, IA $109,800 -- $109,800 21-1 – Fire Suppression Systems Work Tri-City Fire Protection LLC, Davenport, IA $169,284 -- $169,284 22-1 – Plumbing & HVAC Work ACI Mechanical, Inc., Ames, IA $1,180,000 -- $1,180,000 149 Budgeted Revenues Budgeted Expenses Revenue Abated G.O. Bonds $22,006,730 Land Acquisition (220, 306, 312, 318, 400 Freel Drive)$1,077,500 Fleet Services Reserve Fund 425,000 Due Diligence prior to closing 15,465 FY 2025/26 Stormwater Quality Improvements CIP 159,077 Conceptual Design and Financial Modeling 50,000 Electric Services Rebate 3,000 Final Design 965,715 Solid Waste Alternatives Program (SWAP) Grants 100,000 Final Design Contingency 75,000 Permitting 38,000 Construction Contracts (as bid)$19,619,767 Previously approved change orders (1,560,081) Proposed change orders (this Council Action)(67,689.97) 26-1 – Electrical, Communications, & Electronic Safety and Security Work Enterprise Electric, Inc., Boone, IA $1,329,000 ($50,970) $1,278,030 31-1 – Site Demolition & Earthwork Con-Struct, Inc., Ames, IA $575,000 $87,717 ($30,000) (this Council action) $632,717 32-1 – Paving & Sidewalk Work Lakeside Contractors, LLC, Ames, IA $1,028,129 ($16,410) $1,011,719 33-1 – Site Utility Work On Track Construction LLC, Nevada, IA $723,370 ($31,695) $691,675 40-1 – Millwright/Process Integration Work RRT Design & Construction, Melville, NY $7,798,009 ($1,134,320) ($120,550) ($56) (this Council action) $6,543,139 ORIGINAL BID TOTAL $19,619,767 Sum of Deductions ($1,560,081)($67,689.97) REVISED CONTRACT TOTALS WITH DEDUCTIONS $17,991,996.03 A revised project budget is provided below: 150 Construction Incentives 100,000 Items by Owner (FFE/Cameras/Fiber Network/Tree Clearing) 252,700 Construction Contingency 428,598 Construction Inspection (est)228,760 Construction Manager Fee (Fixed fees plus 2.25% of contract amounts) (revised 4-28 Council Meeting) 952,860 Construction Manager General Conditions Costs (est.) 448,000 R3C Construction Revenue Subtotal $22,693,807 R3C Construction Subtotal $22,624,594.03 Electric Utility Fund $2,340,000 Mobile Equipment (transfer trucks and trailers)$2,340,000 G.O. Bonds $975,000 Unobligated G.O. Bonds 225,000 Water Utility Fund 40,000 Freel Drive Paving (as bid + contract admin)$1,102,310 Total Project Revenues $26,273,807 Total Project Expenses $26,066,904.03 Additional changes will continue to be evaluated as construction begins and may require City Council approval at a future date as the proposals are vetted for inclusion into the project. ALTERNATIVES: 1. City Council can approve the following changes for construction contracts at the Resource Recovery and Recycling Campus: a. Change Order No. 2 to RRT Design & Construction of Melville, NY, a deduction in the amount of $120,550. b. Change Order No. 2 to Jensen Builders LTD of Des Moines, IA, in the amount of $82,916.03. c. Modify Change Order No. 1 to Con-Struct, Inc of Ames, IA, a deduction of $30,000, resulting in a revised Change Order No. 1 amount of $57,717. d. Modify Change Order No. 1 to RRT Design & Construction of Melville, NY, a deduction in the amount of $56, resulting in a revised Change Order No. 1, a deduction in the amount of $1,134,376. 2. Do not approve any change orders and direct staff to make other modifications to the project. 151 CITY MANAGER'S RECOMMENDED ACTION: The value engineering exercise for the Resource Recovery and Recycling Campus project produced several changes that have led to significant cost savings for the R3C project. This process was performed in a very short period of time, resulting in the need for the adjustments described above. Approval of these change orders will reduce the overall project cost and allow for the project scopes to remain in the most cost effective bid packages. Therefore, it is the recommendation of the City Manager that the City Council approve Alternative 1, as described above. 152 ITEM #:31 DATE:04-28-26 DEPT:P&R SUBJECT:REQUEST TO WAIVE ENFORCEMENT OF PROHIBITION OF MOTORIZED VEHICLES IN ADA HAYDEN HERITAGE PARK COUNCIL ACTION FORM BACKGROUND: Each September from 2004 through 2011, members of the local Moose Lodge provided golf cart rides around Ada Hayden Heritage Park (AHHP) for older adults with mobility impairments. Lodge members determined that if they did not provide this service, these individuals may never get to experience the overall beauty of the 437-acre site. Although motorized mobility devices (e.g., electric wheelchairs, motorized mobility scooters, etc.) are permitted on the trails, many individuals do not have this type of device that enables them to enjoy the park system. In 2016 – 2019 and 2021 - 2024, the Friends of Ada Hayden Heritage Park (Friends) provided this valuable service to individuals with mobility impairments. Due to the COVID-19 pandemic, the golf cart tours were not held in 2020. The tours were also not held in 2025 due to the trail replacement project. When the tours have been held, the Friends have received many positive comments. The Friends are proposing to offer tours on Wednesday, September 16, 2026, 9:00 am – 8:00 pm, and Thursday, September 17, 2026, 9:00 am – 4:00 pm. The Friends will rent golf carts, provide volunteers as drivers and interpreters, and provide the City with a Certificate of Insurance to cover liability. Tours will be promoted, and reservations will be taken for various time slots. Municipal Code Section 19.9 restricts motorized vehicles to streets and parking lots. Therefore, the Friends are requesting that the City Council waive enforcement of this ordinance on Wednesday, September 16 (9:00 am - 8:00 pm) and Thursday, September 17 (9:00 am - 4:00 pm) at AHHP. This request is attached. The Parks and Recreation Commission reviewed this request at its April 16, 2026 meeting and recommended City Council grant this waiver. ALTERNATIVES: 1. Waive enforcement of Section 19.9 of Municipal Code on Wednesday, September 16, 2026 (9:00 am - 8:00 pm) and Thursday, September 17, 2026 (9:00 am - 4:00 pm) at Ada Hayden Heritage Park to allow the Friends of Ada Hayden Heritage Park to provide golf cart tours to mobility impaired individuals. 2. Deny the request. 153 CITY MANAGER'S RECOMMENDED ACTION: The Friends of Ada Hayden Heritage Park are proposing to provide a tremendous service for members of our community that otherwise would not have the opportunity to tour this park in its entirety. Therefore, it is City Manager ’s recommendation to approve Alternative #1 as stated above. ATTACHMENT(S): Request For Ada Hayden Heritage Park Golf Cart Tours 2026.pdf 154 April 13, 2026 To: Keith Abraham, Director, Ames Parks and Recreation Director and Ames Parks Commissioners RE: Ada Hayden mobility challenged park tour event Keith and Parks Commissioners: Continuing successful events from the past, the Friends of Ada Hayden would again like to provide an opportunity for Ames area residents who have mobility issues to access Ada Hayden Park. For the Fall ’26 proposed event, we would rent golf carts, provide a driver/interpreter for each cart and facilitate a 1.5 – 2-hour tour of the park. We are looking forward to high attendance and interest this fall after canceling the event last fall to accommodate trail repair activities. Our goal is to exceed our past high mark of 90 participants! Our principal contacts have included the ever-growing senior housing operations. Northcrest, Green Hills, Northridge, The Meadows, Windsor Oaks and others would welcome the event to continue. Additionally, we will offer a tour option on day one for council and city staff. For 2026 we are proposing Wednesday September 16th and Thursday September 17th for tours. Tours would be conducted beginning at 9:30 a.m. on the proposed days. Wednesday tour times are proposed for 9:30, 11:30, and 1:30, with a special 5:30 pm tour specifically for City Council members and members of the Parks Commission. Thursday tour times are proposed for 9:30, 11:30, and 1:30. We will provide liability/hazard insurance for both the City of Ames and the golf cart company. We are seeking approval from both the Parks Commission and the Ames City Council for a temporary suspension of the “no motorized vehicles” rule on the trails to hold this special event. The Friends of Ada Hayden are happy to provide this service to the mobility challenged residents of the community at no cost to the City or the Parks Department. We appreciate your partnership, and that you will approve this request. Please let me know if you have questions or concerns about the event. Thank you. Jeri Neal, Board Member, Secretary Friends of the Ada Hayden Heritage Park 916 Ridgewood Ave , Ames, Iowa 50010 515-233-1185 Leopold.ecology@gmail.com 155 ITEM #:32 DATE:04-28-26 DEPT:W&PC SUBJECT:WATER TREATMENT PLANT EMERGENCY GENERATOR THREE-YEAR SERVICE MAINTENANCE CONTRACT COUNCIL ACTION FORM BACKGROUND: The City operates a Caterpillar emergency generator at the Water Treatment Plant that is critical to facility reliability. To ensure continued operation, manufacturer-recommended preventative maintenance and testing is required on a scheduled basis. The City currently has a three agreement with Ziegler Powers Systems of Ankeny, Iowa for preventive maintenance services on the Caterpillar engine which expires on June 30, 2036. Staff has received a proposal for another three-year agreement The new agreement would cover the period of July 1, 2026 through June 30, 2029 and includes parts, labor, travel, and disposal of all fluids. Services will be performed by Caterpillar certified engine and generator technicians. Specific annual services include multi-point inspections, load bank testing, oil and coolant analysis, valve and injector adjustments, and battery replacement. Under the proposed agreement, costs will be fixed at $16,836.27 annually for a total cost of $50,508.81 over a period of three years. This work is included in the Water Plant Operations budget as part of a pool of contractual services, with $16,150 earmarked specifically for the emergency generator. Ziegler Power Systems has held the City's generator maintenance contract for the life of the generator, during which time its technicians have been responsive and have provided an acceptable level of service. The City has also received confirmation from Caterpillar, the manufacturer of the generator, confirming that Ziegler Power Systems is the only authorized Caterpillar dealer and service provider for Story County, Iowa. Due to Caterpillar granting exclusive service territory rights to Ziegler, and to the specialized nature of Caterpillar equipment, diagnostics, OEM parts, and warranty considerations, Ziegler Power Systems is the only practical provider capable of performing these preventative maintenance services. For these reasons, staff is utilizing the single-source negotiation provisions of the approved Purchasing Policies and recommending award to Ziegler Power Systems for preventative maintenance services for the Water Plant's emergency generator. 156 ALTERNATIVES: 1. Approve the use of the single-source negotiation provisions of the City's Purchasing Policy and award a three-year contract to Ziegler Power Systems, Ankeny, IA, for annual generator preventative maintenance services for a three-year term (July 1, 2026 through June 30, 2029) in the amount of $50,508.81. 2. Do not approve and direct staff to solicit bids for these maintenance services. CITY MANAGER'S RECOMMENDED ACTION: Proper functioning of the Water Treatment Plant's emergency generator is essential to maintaining reliable plant operation. Ziegler Power Systems is the authorized Caterpillar service provider for Story County, Iowa and has demonstrated acceptable performance on previous contracts. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1 as stated above. 157 ITEM #:33 DATE:04-28-26 DEPT:FLEET SUBJECT:FLEET REPLACEMENT PROGRAM - ONE TRUCK CHASSIS COUNCIL ACTION FORM BACKGROUND: The City's Public Works Street Maintenance Division requires the replacement of a maintenance truck used for general service and snow removal operations. This truck is designated for replacement in the 2025/26 fiscal year. The new truck chassis will have four- wheel drive (4WD) and dual-rear wheels (DRW). The cab and chassis will eventually be upfitted with a 10-foot flat bed, provisions for a front plow, and a slide-in material spreader, which will be procured in a future bid. The front plow and material spreader have their own escrow funding. Bids for one truck chassis with 4WD and DRW were received from dealers as follows: Bidder Make/Model Cost Stew Hansen Dodge of Urbandale, Iowa RAM 5500 $64,512 Stiver's Ford Lincoln of Waukee, Iowa Ford F550 $67,652 Dewy Ford of Ankeny, Iowa Ford F550 $67,902 Fleetside Ford, LLC of Osceola, Iowa Ford F550 $69,360 The low bid for one 2026 RAM 5500 Truck Cab and Chassis is from Stew Hansen Dodge of Urbandale, IA, for $64,512. Stew Hansen Dodge's bid meets the specifications and is acceptable. Delivery will be after June 30, 2026. Purchase price for chassis from Fleetside Ford $ 64,512 Estimate for upfitting with flatbed & lighting $15,000 Estimated Total Cost $79,512 Funding is available for this purchase as follows: Replacement Funds at time of delivery $84,004 Salvage value of equipment being replaced $15,000 Available funding $99,004 ALTERNATIVES: 1. Approve and award this contract to Stew Hansen Dodge of Urbandale, IA for one 2026 5500 Dodge RAM Truck Cab and Chassis for $64,512. 2. Award the bid to another vendor. 158 3. Reject all bids and do not purchase the cab and chassis at this time. CITY MANAGER'S RECOMMENDED ACTION: The Fleet Director and Public Works staff agree the 2026 RAM 5500 Truck Cab and Chassis from Stew Hansen Dodge of Urbandale, IA will provide a reliable work truck for City staff at the best price. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1 as described above. 159 To:Mayor and City Council From:Carly M. Watson, Deputy City Clerk Date:April 24, 2026 Subject:Contract and Bond Approval Item No. 34 MEMO There is no Council Action Form for the 2025/26 Right-of-Way Restoration Program with Steven's Erosion Control of Des Moines, IA, in the amount of $166,264.49. City Council approval of the contract and bond for the project is simply fulfilling a State Code requirement. Public Works 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 160 To:Mayor and City Council From:Carly M. Watson, Deputy City Clerk Date:April 24, 2026 Subject:Contract and Bond Approval Item No. 35 MEMO There is no Council Action Form for the Freel Drive Paving Program with Con-Struct, Inc., of Ames, IA, in the amount of $1,012,310. City Council approval of the contract and bond for the project is simply fulfilling a State Code requirement. Public Works 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 161 ITEM #:36 DATE:04-28-26 DEPT:PW SUBJECT:2023/24 PAVEMENT RESTORATION - SLURRY SEAL PROGRAM COUNCIL ACTION FORM BACKGROUND: The Slurry Seal Program is an annual program applying a variety of preventative and proactive maintenance techniques to preserve and enhance street pavements. The techniques in this program are typically more specialized or larger in scope than can be performed by City maintenance staff. The Slurry Seal Program leveled joints and provided a new thin wearing surface for traffic, predominantly on residential streets, limiting the typical disruption to residents to no more than one day. A list of the project locations is attached. On February 27, 2024, City Council awarded this project to Fort Dodge Asphalt Company, of Fort Dodge Iowa, in the amount of $186,693. One Change Order was administratively approved by staff, a deduction in the amount of $7,545.38. Project work was completed in the amount of $179,147.62. There is $250,000 of Road Use Tax funding allocated to this program in the FY 2023/24 Capital Improvement Plan. Remaining funding will be used for other pavement restoration priorities. ALTERNATIVES: 1. Accept the 2023/24 Pavement Restoration - Slurry Seal Program as completed by Fort Dodge Asphalt Company of Fort Dodge, IA in the amount of $179,147.62. 2. Direct staff to make modifications to the project. CITY MANAGER'S RECOMMENDED ACTION: Slurry seal work has been completed within the approved project budget, extending the lifespan of streets and providing a better traveling experience for users of the corridors and those living in the neighborhoods. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): 2023-24 Pavement Restoration - Slurry Seal Locations CAF.pdf Certification Letter 2023-24 Pavement Restoration-Slurry Seal Program.pdf 162 Street Name and Location (Full Width Slurry) Carroll Avenue 13th to 16th Street Carroll Avenue 16th Street to Duff Avenue Village Drive Tripp Street to Tripp Street Wheeler Street Hoover Avenue to Roy Key Avenue Garner Avenue Wheeler Street to Jefferson Street Garner Circle Jefferson Street Hoover Avenue to Garner Avenue Jefferson Circle Nixon Avenue Wheeler Street to Jefferson Street Nixon Circle TOTAL Street Name and Location (Joint Leveling Slurry) Various Locations throughout Ames TOTAL 163 Smart Choice Public Works Department 515.239.5160 main 515 Clark Ave. P.O. Box 811 515.239.5404 fax Ames, IA 50010 www.CityofAmes.org April 21, 2026 Honorable Mayor and Council Members City of Ames Ames, Iowa 50010 Dear Mayor and Council Members: I hereby certify the 2023/24 Pavement Restoration-Slurry Seal Program project was completed in an acceptable manner by Fort Dodge Asphalt Company, of Fort Dodge, Iowa, in the amount of $179,147.62 and was inspected by the Public Works Department of the City of Ames, Iowa. Sincerely, Justin A. Clausen, PE, CPWP-M Public Works Director JAC/lbc cc: City Clerk, Finance, Contractor, Administrative Services, Project File 164 ITEM #:37 DATE:04-28-26 DEPT:PW SUBJECT:2024/25 PAVEMENT RESTORATION - SLURRY SEAL PROGRAM COUNCIL ACTION FORM BACKGROUND: The Slurry Seal Program is an annual program applying a variety of preventative and proactive maintenance techniques to preserve and enhance street pavements. The techniques in this program are typically more specialized or larger in scope than can be performed by City maintenance staff. The Slurry Seal Program leveled joints and provided a new thin wearing surface for traffic, predominantly on residential streets, limiting the typical disruption to residents to no more than one day. On April 8, 2025, City Council awarded this project to Fort Dodge Asphalt Company, of Fort Dodge Iowa, in the amount of $231,228.20. One Change Order was administratively approved by staff, a deduction in the amount of $12,048.78. Project work was completed in the amount of $219,179.42. There is $300,000 of Road Use Tax funding allocated to this program in the FY 2024/25 Capital Improvement Plan. Remaining funding will be used for other pavement restoration priorities. A list of project locations is attached. ALTERNATIVES: 1. Accept the 2024/25 Pavement Restoration - Slurry Seal Program as completed by Fort Dodge Asphalt Company of Fort Dodge, IA in the amount of $219,179.42. 2. Direct staff to make modifications to the project. CITY MANAGER'S RECOMMENDED ACTION: Slurry seal work has been completed within the approved project budget, extending the lifespan of streets and providing a better traveling experience for users of the corridors and those living in the neighborhoods. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): 2024-25 Pavement Restoration - Slurry Seal Locations for CAF.pdf Certification Letter 2024-25 Pavement Restoration-Slurry Seal Program.pdf 165 2024/25 Pavement Restoration – Slurry Seal Program Locations Street Name and Location (Full Width Slurry) Northwood Dr. Duff Ave.-2729 Northwood Ave. Michigan Ave. Ontario St.-Ross Rd. Wisconsin Ave. Ontario St.-Ross Rd. Scott Ave. Ontario St.-Ross Rd. Scholl Rd. Ontario St.-Ross Rd. Annear St. Scholl Rd.-dead end Eddison St. Whitney Ave.-Carnegie Ave. Burnett Ave. 20th-22nd Burnett Ave. 22nd-24th Clark Ave. 16th-20th Kellogg Ave. 20th-22nd Jensen Ave. 20th-24th, + triangle @ Clark Beedle Dr. 502 Beedle Dr-Aplin Rd Harris St. 4016 Harris St-Beedle Dr Marigold Dr 4026 Marigold Dr-Beedle Dr Schubert St. + Circle Thackery Ave-Rockwell Ave Todd Dr + Circle Thackery Dr-Circle Thackery Ave. Lincoln Way- Todd Dr Buchanan Dr. Hoover Ave-Circle @ W end of Buchanan TOTAL Street Name and Location (Joint Leveling Slurry) Various Locations throughout Ames TOTAL 166 Smart Choice Public Works Department 515.239.5160 main 515 Clark Ave. P.O. Box 811 515.239.5404 fax Ames, IA 50010 www.CityofAmes.org April 21, 2026 Honorable Mayor and Council Members City of Ames Ames, Iowa 50010 Dear Mayor and Council Members: I hereby certify the 2024/25 Pavement Restoration-Slurry Seal Program project was completed in an acceptable manner by Fort Dodge Asphalt Company, of Fort Dodge, Iowa, in the amount of $219,179.42 and was inspected by the Public Works Department of the City of Ames, Iowa. Sincerely, Justin A. Clausen, PE, CPWP-M Public Works Director JAC/lbc cc: City Clerk, Finance, Contractor, Administrative Services, Project File 167 ITEM #:38 DEPT:P&H April 28, 2026 Staff Report IRONS SUBDIVISION SEWER EXTENSION ALTERNATIVES BACKGROUND: The Irons Subdivision and the Ames Golf and Country Club (AGCC) are located north of Ames and west of Ada Hayden Park, adjacent the City's corporate limits. In spring 2025, when the City of Ames was in the process of annexing land north of Ames, the City Council elected to proceed with the annexation of what is known as the "Borgmeyer" property separately from annexation of properties within The Irons Subdivision and the AGCC. Annexation of The Irons Subdivision and the AGCC was based upon previous covenants agreed to at the time of development of The Irons Subdivision that required annexation at the direction of City Council and for a future sanitary sewer line extension at the direction of City Council. City Council accepted required annexation applications in May 2025 and deferred the annexation process until 2026. Additionally, City Council, at the request of some property owners in the Irons, directed Public Works staff to prepare cost estimates for a sanitary sewer line extension to serve the homes in the Irons. The Irons sewer extension is predicated on the development of the former Borgmeyer farm (known as the Greenbriar project) and the extension of sewer trunk line through the project to southern boundary of Irons Court. The intent of this process was to assist the property owners in understanding the options they would have to accomplish a sewer extension once the planned Greenbriar development occurs. City staff used an email list of property owners in December 2025 to provide two alternatives for construction of the sewer line and associated cost estimates using City bid prices. Staff provided the same information to the AGCC board. Staff invited owners to a meeting with staff on January 14, 2026. The routes and estimates provided to the owners are attached. The January meeting included a staff overview of the two routes and the cost estimates. Eight property owners were present, some from each of the two HOAs, which are the townhomes and the single-family detached homes. The main themes were about: 1) the costs of the project, 2) benefits of alignments, 3) why there was a need to do the project, 4) timing, 5) what sewer service line issues may exist, and 6) how costs would be allocated. A summary of the questions and responses from the January meeting is attached. OPTIONS: At the time of the platting of the Irons Subdivision a sanitary sewer easement was created through the project to allow for future service of the homes. The AGCC is not required to 168 connect to a sanitary sewer main by the current covenants because it was not known if it was feasible when the project was approved. However, the AGCC could choose to connect if it becomes feasible. City staff evaluated one version utilizing the original easement and a second version with a different route generally to the rear of homes that would require new easements and cooperation of property owners. The estimates do not include individual costs to the owners for abandoning septic systems and connecting a service line to the new sewer main. Option 1: New Rear Alignment This new option has a lower projected overall cost compared to the original alignment. However, because the easements for this route do not exist it would require cooperation of owners to implement the alignment. The Rear Alignment generally has reduced costs of construction due to less disruption of paved streets and it generally provides a closer connection point for individual home service lines, but this will vary depending on the lot. Staff also noted the septic abandonment process is through Story County and does not involve the City of Ames. This option is also likely best suited to serve AGCC. Rear Yard Alignment Cost Estimates Site Prep/Restoration $37,300 Sewer Main $578,829 Replacement Paving $106,000 Mobilization/Survey/TC $71,000 City Eng./Admin/Inspection $158,624 Total $951,744 Option 2: Original Alignment This option follows the original alignment and does not require new permanent easement. Costs are greater because of the increased area of pavement removal and replacement associated with this option. Service lines may be lengthier for many homes because services are generally in the rear of these homes and the sanitary sewer main in this option is adjacent to the street pavement. Original Alignment Cost Estimates Site Prep/Restoration $21,500 Sewer Main $624,425 Replacement Paving $513,125 Mobilization/Survey/TC $76,000 City Eng./Admin/Inspection $247,210 Total $1,483,260 STAFF COMMENTS: Timing of an extension is not known at this time. The sewer extension to serve the Irons is dependent on the timing of the Greenbriar project to the south and their extension of the sewer 169 line through their property to the southern edge of the Irons Subdivision. There are ongoing conversations with the Greenbriar developer, but it is not clear how quickly they would extend the sewer across the property. With that said, it would seem that the earliest that it could occur is FY 2027/28, but that has not been formally established. Actual construction of either alignment could be done privately by a contractor hired by the owners, subject to City review and inspection. Alternatively, the owners could approach the City and ask for the City to take on the project as a special assessment project. A special assessment process allocates the full costs proportionally to each property and includes a schedule for payment that is collected with property taxes, typically over 10-15 years. Staff believes any future proposal for a special assessment and allocation of costs should come from the property owners so the City Council would know what the support of the process is before initiating such a project. There are no next steps planned at this time by the City. The property owners can work to create a plan for either alignment and work with staff on how to proceed with review of a specific proposal. Ultimately, the timing of requiring the sewer extension is at the discretion of the City Council. ATTACHMENT(S): Irons Sanitary Sewer Meeting Notes Summary 1-14-26.pdf Cost Estimates December 2025.pdf Option 1 Rear Yard.pdf Option 2 Original Easement.pdf 170 Irons Sanitary Sewer Extension Options Meeting Summary 1/14/2026 Irons Residents and Owners: Eight attendees City Staff: Kelly Diekmann, Planning and Housing Director Justin Clausen, Public Works Director Amelia Schoenman, Planner Introduction/Background City Council directed staff to evaluate options for a sewer line extension to serve the Irons Subdivision at the request of some of the Irons property owners. This was in response to the annexation process from Spring 2025. The City of Ames Public Works Department created a preliminary design for two sewer main extension routes. These two options were sent out to Irons property owners and the AGCC in December. The first option used the existing sanitary sewer easement created with the Irons Subdivision. The Alternative sewer route has fewer property disruptions, but it would require agreement amongst owners to change the sewer easement locations. The Alternative route is estimated to cost less than the original alignment. Each owner would be responsible for their owner service line connection, for either option. Mr. Clausen further discussed the alternatives. Depth of sewer in the existing easements would be 20 feet, more difficult to construct with the original option, service lines would need to be brought from rear of properties to the fronts. The alternative route would be in primarily in rear yards, has lower cost, potentially shorter service line extensions to the main for some property owners. 171 Resident Questions Q: Will there be any risk to foundations with existing easement? A: Staff believes the easements are located far enough from houses that there should be no issues. Q: Are costs of street work (demo, replacement) included in the estimates? A: Yes, both for Irons Court and Irons Court Way pavement removal and reconstruction is included. Pavement removal costs are lower for the Alternative route. Q: What is the timing and can we keep our septic systems until they fail? A: Not everyone would need to switch after construction, technically could be incremental. However, the timing is up to City Council as stated in the existing covenants. Staff believes it is practicable to allow for time to switch over and would not recommend compelling everyone to connect immediately upon competition of the project. If not all connected at once, PW may have higher maintenance needs to jet annually given lower volume of water in sewer. Q: Right now, share a septic system in the twin homes. Would they have individual services? A: Yes, individual service lines are required for each unit. Q: Where does property owner maintenance responsibility begin for a service line? A: The main is the City’s responsibility. The property owner is responsible for the “Y” and then to the house. Q: What are the steps required for the sewer? Design, construction, inspections, etc. A: The first need is a decision by property owners if they want to self-finance a project or ask the City to complete the project as a special assessment project. If it is a City project, City hires a design engineer to complete design and prepared construction plans, puts the project out to bid, once bid selected, assessment schedule. 172 If it is a private project, property owners would hire a designer and they would submit improvement plans for City approval. With either the private or special assessment option, if the sewer is to be in the Alterative alignment an easement will need to be provided at the beginning of the process to guarantee it can be designed and constructed in that alignment. Q: How would assessment be broken down? A: There is not a proposal by staff of how to allocate costs. Owners would need to make a proposal to the City Council at the time they request the City to initiate a special assessment project. If not unanimous, could all individually communicate opinions to City Council. Council can determine an assessment schedule, there is provision in the covenants to accept a special assessment for public improvements. Q: How is the Club involved? A: The Club is not required to connect to the sewer per the original agreements. However, if they choose to connect, staff believes they should be included in the assignment of cost. AGCC has stated to staff they are interested, but have not made final decision. The Alternative route is better suited to having them connect than the original option. Q: If Club waited to make decision would the be assessed? A: There would at least be a connection fee if construction was completed when they connected. Staff would want to know if they are going to be involved in the project or not before it starts. Q: When will this go to City Council? A: February 24 would be the soonest. Would give residents another month to decide. Latest would be in March as staff needs direction on if additional information is needed. Note- Staff has delayed this report out on cost estimates until April 28th, as of April 1,2026. 173 Q: What is the Borgmeyer development timeline related to the sewer extension? A: East West Sewer Line from Hyde to the west side of the railroad tracks will be done by the City in 2026. Developer to extend further, not expected to be completed before the end of 2027. Developer will start first phase on south side of the development with sewer in Valley View. Would expect to know more on their timelines this summer as part of development agreements/approvals processes. Staff believes the earliest the sewer main would be adjacent to the Irons for an extension would be in late 2027. Q: What type of equipment used to install the lines? A: The backyard option with existing easements would be open cut construction. Could use borer or dig with spoil piles. The front yard option would have to be bored. Q: How long would construction take? A: Likely 8 weeks for each phase, two phases assumed. Q: Is the church across the street being annexed? Any areas north of 190th? A: Staff reached out to Christ Community, they indicated that they do not have an interest in connecting to the sewer at this time. The church has no obligations to annex or connect to a sewer utility. The church was approved by the County. Q: Is there a third option to use the church property to route the sewer on the west side? A: If the County granted easement in right-of-way for sewer, it’s possible but not recommended as connections would be harder with service lines crossing the road. Q: Is the Borgmeyer sewer line required to be brought to property line? A: Yes, they are required to stub it to Irons Court. Staff noted that even if the main is not within 200 feet of the homes, the current covenants still require the extension. Q: Is there interest charged with the City assessment? 174 A: Yes, would need to recoup interest on the City’s bond and any administrative costs. Q: Any past developments in similar situation? A: Woodview Drive petitioned City for services and were special assessed voluntarily. There are other rural developments with similar covenants (Bella Woods) but none have sewer available at this time to implement the covenants. Q: Individual property owner costs for service lines are different in each scenario. How do we figure that out? A: City doesn’t have that information. Staff used an estimate of $75 per foot. Q: How are we supposed to decide? A: Front yard version will be the default for the sewer extension if there is no consensus. Q: Can both options allow incremental connections? A: With existing easement, a “Y “will be installed on the main and will be capped. At time of connection, will have to dig service line to the Y. You could also do it during construction, which might save on inflationary cost increase. With alternative route, could do the same. Q: Will they have to remove the septic? Yes, septic systems are required to be removed. Sceptic systems are permitted and regulated by Story County. The City is not involved in the process. When connection to the sanitary sewer occurs, abandonment rules in Iowa Code Chapter 69 require: (1) Concrete tanks shall be pumped, the tank lid crushed into the tank, and the tank filled with sand or soil. (2) Plastic, fiberglass, or metal tanks shall be pumped and removed and the cavity filled with sand or soil. 175 An abandonment permit from Story County Environmental Health is required prior to removal of each system. Q: Is the special assessment labeled as such on tax statement? A: Yes. Other comments- Some of the speakers noted that many residents return in the Spring, likely no Board meetings until May. No consensus by February. Owners/HOA could get quotes on the estimates provided by staff to compare. 176 Irons Sanitary Sewer Extension Estimates Option 1- New Easements- Backyard Option: Site Prep/Restoration: $37,300 Sewer Main/Structures: $578,820 Replacement Paving: $106,000 TC/Mobilization/Survey: $71,000 City Engr/Inspection/Admin: $158,624 Total: $951,744 Option 1 includes two separate sewer main extensions with new easements in order to route the sewer main to the rear yard of each home. A rear yard location would likely make the private sewer service connections easier for each home. This option would require cooperation of property owners to agree to a new easement alignment. 177 Option 2-Existing Easements- Boring Option: Site Prep/Restoration: $21,500 Sewer Main/Structures: $625,425 Replacement Paving: $513,125 TC/Mobilization/Survey: $76,000 City Engr/Inspection/Admin: $247,210 Total: $1,483,260 Option 2 is a single sanitary sewer main extension within the existing easement. Due to its location, boring rather than open trench construction was assumed. Although less overall pipe is part of this option, the cost of boring and the cost of replacement paving makes this option more expensive than Option 1. The private sewer service connection location at the front of homes will also likely be more difficult and costly than Option 1. 178 179 180 ITEM #:39 DATE:04-28-26 DEPT:P&H SUBJECT:PRELIMINARY PLAT FOR THE AUBURN TRAIL SUBDIVISION COUNCIL ACTION FORM BACKGROUND: Hunziker Development Group is requesting approval of a Preliminary Plat for the Auburn Trail Subdivision, a 178-lot residential subdivision. The plat includes the properties at 4605 Hyde Avenue and 4514 Hyde Avenue and two adjacent parcels to the north (see attached Location Map and Preliminary Plat). The subdivision is subject to the City’s Low Impact and Conservation Subdivision standards that apply to projects within the Ada Hayden watershed. The focus of these standards is to manage stormwater with a treatment train approach where a variety of stormwater practices are used in a series. More information about stormwater management can be found in the Addendum. As part of these standards, additional requirements apply for erosion and sediment control during construction and native landscaping. Receipt of the erosion and sediment control plans prior to grading and landscaping and conservation management plans with final platting are recommended as conditions. The subject properties are concurrently being rezoned to Floating Suburban Residential Low- Density “FS-RL” with a Master Plan (see attached Master Plan). The third reading of the rezoning is also on City Council’s April 28 agenda. The Preliminary Plat is consistent with the proposed Master Plan, which establishes types of uses allowed for the site as single family detached and attached housing, access points, and general open space set-asides. A density of approximately 4.4 units per net acre is proposed. This meets the Master Plan’s prescribed density range and FS-RL zoning allowed density range of 3.75–10 units per net acre. All lots meet minimum size requirements, and frontage requirements for the FS-RL zoning district. A flag lot (Lot 178) is proposed on the east side of Hyde. The flag lot has a shared driveway with the existing lot to the north. In lieu of extending a public sanitary sewer main from the existing trunk line located within Ada Hayden to serve the one lot, the developer proposes to construct a sanitary sewer service line. A service line is the maintenance responsibility of the owner rather than the City. The service line will require an easement and/or an agreement with the City because it will cross City land to connect to the sewer line. A condition is included to address this requirement prior to final plat. All open space areas shown on the Master Plan are proposed to be outlots for stormwater management or recreation. There are ten outlots, totaling approximately 19 acres. Three, totaling approximately 8 acres, are accessible to residents through paths or as a private recreation space to meet the usable open space requirement (10% of the gross area) of the FS-RL zoning. 181 A recreation space near Crestmoor on the west side of the site is proposed to be a private “pocket park.” Staff believes that the park space, which has approximately half an acre of useable area, should serve as a small-scale gathering and recreation space in order to meet the intent of park space, even with its small area compared to a public park. The pocket park is proposed by the developer in response to the policy to provide proportional park land with new development when neighborhood park facilities are beyond a 1/2 mile from a development. The addendum describes this in greater detail. The final improvements required for the park will be determined during final platting. The main access to the subdivision is from Hyde via Tilden Parkway, a proposed residential collector street, which is a 31-foot wide paved street section with parking on one side. Tilden will include a shared use path on its south side. Typically, a high density of lots are not planned along collector streets due to concerns of traffic management and parking for future residents. However, due to projected low to moderate vehicle volumes on Tilden, with planned speed controls including two mini roundabouts, the proposal is supported by staff. The developer plans for a three-lane section for turning movements at Hyde Avenue. The internal streets include block lengths that exceed the zoning standards of 660 feet. Pedestrian connections are required to mitigate block lengths over 660 feet. Mid-block walkways are proposed between several streets to address this issue. Two blocks are proposed to be approximately 780 feet in length without a mid-block walkway. A 20% street length alternative design approval is requested by the applicant to allow block lengths to exceed 660 feet without a pedestrian connection. This is due to the dimensional constraints of the site with limited options for street layouts to be coordinated with open space areas in relation to the type of lots proposed with the project. PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission reviewed the Preliminary Plat at their April 15th meeting. Commissioners asked about the management of the private pocket park and stormwater practices. The Homeowners Association will manage the pocket park, as is typical for private parks in subdivisions. City staff is responsible for long-term sediment removal from wet ponds and other stormwater practices. They Commission also asked about connectivity to the open spaces within the subdivision. Staff indicated that some areas where it appeared a sidewalk connection could be made were for stormwater conveyance or practices. Staff and the applicant tried to balance the intent of connectivity and the design of stormwater treatment measures. Construction of a sidewalk in these areas is not feasible due to slope and treatment measures. One of the main topics of the Commission's discussion was traffic. A traffic letter was previously submitted for the development that identified the need for a northbound left turn lane to enter the development from Hyde. This is shown on the plat as a project improvement. In addition, the City's northern growth area, inclusive of this property, is shown within Ames Plan 2040 and its projected growth was incorporated into a traffic model with the recently approved AAMPO transportation plan. The general analysis of the area concludes traffic will increase along Hyde, but within acceptable operational capacities. However, Ames Plan 2040 and the transportation plan indicate that traffic calming will be a benefit in the future for speed control as growth occurs. A traffic signal at Bloomington and Hyde is also anticipated as result of north growth development. 182 One member of the public spoke in opposition to the plat. Concerns included the management of the wet pond and native vegetation on the east side of Hyde, north of the Bloomington Court Townhomes. Staff noted that a low grow native grass mix for the area was planned and maintenance practices would be detailed in the Conservation Management Plans with final platting. Pond maintenance expectations would be similar to other subdivisions in the City. The speaker's other main concern was the lack of a direct trail connection to Ada Hayden from the subdivision and the additional pedestrian traffic along Eisenhower Lane and Eisenhower Court (private streets serving the Bloomington Court townhomes) that would result from it being the closer access point without a trail connection. Previously, a connection was proposed with earlier versions of the project. Parks and Public Works staff were concerned about two aspects of the trail, one was the crossing of Hyde and needing flashing beacons for safety and two, the maintenance of the trail itself within the park. With recent decisions of the City to construct the shared use path along Hyde, north to 190th, as a City project, it was determined that the existing connection to the uplands trail area and crossing approximately one quarter mile north of Auburn Trail would be more appropriate than at this location. Pedestrians can walk south to Harrison and then over to the park. Ultimately, the Commission voted 6-0 to recommend approval of the Preliminary Plat. ALTERNATIVES: 1. Approve the Preliminary Plat for the Auburn Trail Subdivision located at 4605 Hyde Avenue and 4514 Hyde Avenue and adjacent properties to the north with the alternative design request for block lengths and the following conditions: a. Erosion and sediment control plans for construction phasing shall be submitted for approval by the Municipal Engineer prior to any grading work on the site. b. Private park improvements and required elements shall be proposed for City approval as part of final platting of the 2nd Addition. c. Additional native landscaping such as perennial beds shall be added at entrance points to open space areas or mid-block crossings as part of the landscape plans proposed with final platting of each phase. d. The final street tree, streetlight, landscaping, and conservation management plan approvals shall be deferred until final plat approval for each phase. e. An easement and or agreement with the City of Ames to allow for a sanitary sewer service line to be located on City property extending from Lot 178 and Outlot G to connect to the existing sanitary sewer main located with Ada Hayden park shall be submitted by the applicant for approval by the City of Ames prior to approval the final plat that includes Lot 178. 2. Approve the Preliminary Plat with modifications. 3. Deny the Preliminary Plat if it finds the Preliminary Plat does not meet the requirements 183 of Section 23.302(3)(b) of the Ames Municipal Code and by setting forth the reasons to disapprove or modify the proposed preliminary plat as required by Section 23.302(4) of the Ames Municipal Code. CITY MANAGER'S RECOMMENDED ACTION: The general layout of the development, open space, and circulation system is consistent with the Master Plan. The plat implements the low-impact development policies and techniques required by the Conservation Design ordinance for enhanced stormwater management and dispersion of open spaces throughout the development. The project includes a private recreation space proposal in lieu of a public park dedication to conform to policies of Ames Plan 2040. Staff has found that the plat, including the grading, lot layouts, and street and trail plans, meet the requirements of Chapter 23 Subdivisions, with the proposed 20% alternative design for block lengths and proposed conditions. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): ADDENDUM.pdf Preliminary Plat Master Plan Location Map.pdf Plan 2040 Excerpts.pdf 184 1 ADDENDUM Project Location. The project site is located at 4605 & 4514 Hyde Avenue and Outlots A and B of the Cochrane Farms subdivision adjacent to the north of 4605. It is within the Ada Hayden Watershed north of Bloomington Road and subject to the Conservation Subdivision development standards of the Ames Municipal Code. Ames Plan 2040. The Ames Plan 2040 Future Land Use Map designation for the property is Residential Neighborhood 3 (RN-3) (see attached Future Land Use Map). Plan 2040 describes these areas as containing a variety of residential types and neighborhood services. The characteristic of an RN-3 area is a conventional suburban layout of primarily single-family development at low and medium density. An excerpt of Plan 2040 for the RN-3 designation including a full description of characteristics and applicable zoning districts is also attached. Plan 2040 Open Space policies support providing for recreational amenities of various types with the expansion of the City. In this case a neighborhood park is desirable to maintain consistency with City policies for proximity or access and for park area per residents. The site is located more than ½ mile from existing and planned neighborhood parks. The applicant has proposed a private “pocket park” in lieu of a larger neighborhood public park dedication. Staff has used an example of the private park on Clayton in Somerset as a potential model for the area. The pocket park on Clayton totals approximately 1/3 of an acre and includes a picnic table and play equipment. Subject to details on improvements to the space, the proposed pocket park can meet the intent of common gathering and recreation space serving neighborhood needs. Due to its limited size and location, it is not appropriate to be dedicated to the City as a public park and would need to be a HOA private amenity. Infrastructure. The property at 4605 Hyde is the subject of a 2013 pre -annexation agreement addressing street assessments, traffic fees, water service territory buyout, and water and sewer connection fees. Since 2013, some of this infrastructure has been installed and assessed. City expectations for cost-sharing have changed related to City Council direction from December 16, 2025, to consider development incentives for certain residential development projects, including Auburn Trail. Negotiation of final agreements will be completed in order to amend the Pre-annexation agreement. Water - Auburn Trail is within a City water connection district. The City previously undertook the extension of water service to the property and it is located in a City Connection District. Payment of Connection District fees to the City is required in conjunction with final platting of each phase of the project. Auburn Trail is also subject to agreements for buyout of service territory agreements with Xenia Rural Water Association. The developer is responsible for buyout fees to be paid to Xenia to effectuate the territory transfer, which must occur prior to final plat. 185 2 Sewer - Sewer will be extended to the property to the north with the development. Auburn Trail is within a City sanitary sewer connection district as the City previously undertook the extension of sanitary sewer service to the property. Payment of fees to the Ci ty is required in conjunction with final platting of each phase of the project. The residential lot on the east side of Hyde will be served by a sanitary sewer service line extended from a main located on City-owned property to the east. Typically, a sanitary sewer main would be required. However, given the length of the extension and number of homes served, a service line was permitted. The service line will require an easement with the City to be approved with the final plat. Electric - Auburn Trail lies within the Ames Electric service territory. Special Assessments and Off-site Traffic Improvements - The pre-annexation agreement included an assessment for the improvement of Hyde Avenue from West 190th Street. This has been completed and one payment on the assessment remains. The combined development of Quarry Estates, Auburn Trail, and Hayden’s Preserve are known from prior traffic studies to contribute to increased traffic in the area and the need for a traffic signal at Hyde and Bloomington. The original pre-annexation agreement included a developer’s share of costs associated with traffic signals at Hyde Avenue and Bloomington Road and Grand Avenue and Bloomington Road. However, recent incentive discussions indicate the developer will not responsible for this payment. Streets - The main access to the subdivision, Tilden Parkway, is proposed to extend to the northwest through the site and be stubbed at the north property line. Street connections with the Bloomington Heights subdivision to the south are also proposed through extensions of Crestmoor and Welbeck into the development. Crestmoor and Tilden will be extended through the site and are shown to connect north to the Planne d Hayden’s Preserve development. A loop road (Kenai and Denali) and an additional east- west road (Glacier) not shown on the Master Plan are proposed. Staff has also requested that the potential for a street stub be accommodated off Glacier to connect to a small parcel to the north (Outlot E). This outlot also provides access to a cell tower located on the property to the north. The outlot will be platted with a later phase of the subdivision. Staff would support its relocation to the west with future platting to provide better connectivity within the subdivision if access for the cell tower can be relocated. Such a change would be a minor amendment to any future final plat. The Hyde right-of-way along the subdivision’s frontage will be dedicated with final platting. Shared Use Paths and Trails – Shared use paths are proposed along Tilden Parkway (8 foot trail) and the site’s Hyde Avenue frontage (10 -foot trail). A trail connection to the shared use path along Hyde is provided at the southeast corner of the subdivision. The shared use path along Tilden runs along the road with a connection to the future development to the north. This path will be constructed at the cost of the developer. The 186 3 Hyde path is planned as a City project as part of the development incentives process. Access—Primary access to the site is from Hyde Avenue. A left turn lane is required for north bound traffic on Hyde into the site. The developer is responsible for public improvements serving the site. The new flag lot on the east side of Hyde Avenue will not have direct access to Hyde. It is restricted to a shared driveway with the lot to the north. Block Lengths and Alternative Design Request. As required by FS-RL zoning for blocks exceeding 660 feet, the Preliminary Plat includes a mid -block walkway between Denali and Kenai as well as between Glacier and Tilden, east of Rainer Way. The portions of Tilden and Glacier to the west of Tilden exceed the 660-foot requirement, but do not provide a mid-block walkway between the streets. The applicant has requested alternative design approval which allows the standard to be adjusted up to 20%. Both blocks are approximately 780 feet in length, within the 20% allowance. Approval of an alternative design review request by City Council require s that there is an operational need or benefit to the request, and that the request offsets any impacts by providing something of equal or better consistency with the intent of the requirement or zoning district. The benefit to the developer is to maintain the type of lot layout for single family detached homes as proposed. In this instance, a second pedestrian access from Glacier to the park has been provided approximately 150 feet to the west of these blocks. The blocks taper to the west are not square, meaning that a mid-block walkway may not provide any greater access to the park access than the on-street sidewalks that run on a diagonal. The taper is due to the shape of the conservation area along the north property line. Stormwater Management. The site is located within the Ada Hayden Watershed area and is subject to Conservation and Low Impact Development Subdivision standards of the City. The City recently amended the Conservation Design Ordinance that required prescriptive open space set asides and open space configurations to allow a more focused approach on Low Impact Development methods. The focus now is to manage stormwater with a treatment train approach where a variety of stormwater practices are used in a series. The Stormwater plan must address water quality and quantity measures that achieve objectives of the City for low impact development. The majority of stormwater runoff from the development will flow to the east to two large detention ponds located in series at the southeast corner of the development. Two forebays are also proposed to help settle sediment prior to runoff entering the dete ntion ponds. The water eventually discharges to a drainage channel east of Hyde Avenue. Only stormwater from the northeast portion of the site is diverted to the north and not to the ponds. Runoff from the northern row of development lots will enter infiltration basins 187 4 for treatment. The runoff from this area will enter a stream north of the development that drains into Ada Hayden Lake. Runoff from the central portion of the site will first pass through sediment collection areas at storm sewer outlets and a central grass channel prior to entering the detention ponds. Conservation Areas/Open Space. The applicant completed a natural and cultural resources inventory as required by the Conservation Subdivision standards. No significant features were identified on the west side of Hyde that are required to be placed in required Conservation Area set-asides. The majority of the property has been farmed and is devoid of trees. Two areas with wetland-indicating conditions and a grass/ agricultural waterway were identified. Neither wetland has been determined to be Waters of the United States as Jurisdictional Wetlands and, due to their isolated nature and low- quality attributes, they are not required to be maintained as conservation areas. A first-order perennial stream was identified on the east side of Hyde. There is an existing drainage and conservation easement on this area and it is proposed to be part of an outlot. Grading is proposed within the required stream buffer to create an embankment for the east detention pond. The Public Works Director may authorize grading impacts to the conservation area for essential infrastructure. A streambank stabilization project was completed in 2022. Public Works staff has reviewed the proposed grading and grading limits for the stabilization project and determined there is sufficient area for conveyance and no impacts on the limits of the stabilization project. While no significant trees were identified, with a previous rezoning of the property in 2021, neighbors to the south voiced concerns related to preserving trees on the south property line as a buffer to the development. These trees are located within an outlot and a note to preserve them is included on the plat as part of the initial grading plan for development of the site. All single-family residential Conservation Design subdivisions shall incorporate an element of open space in order to meet the intent of subdivision of dispersed and connected conservation areas with a natural setting that supports a treatment train approach to stormwater management. The ten outlots for stormwater management and open space areas are provided throughout the subdivision. Outlots provide buffers on the north, east, south, and west sides of the subdivision, ranging in width from 25 to 50 feet. The main outlot in the center of the subdivision that contains a stormwater channel and park includes several sidewalk segments providing access. Conservation easements will be established on all of the of the open space areas. The Conservation Design and Low Impact Development Ordinance includes requirements for native plantings in open space areas, and for street trees to be native species planted in clusters. Approval of the landscaping and street tree plan will be deferred to final platting. 188 5 The submitted street tree and landscape plan reflects the appropriate number of street trees and native seed mixes to be used in open spaces. Prior to final platting, staff will work with the applicant on the location and species of street trees and adding additional native landscape elements to highlight entry points to common open space areas and pedestrian connections. A draft Conservation Area Management Plan has been submitted that describes these areas and how they will be established and maintained. More detail for maintenance operations is required during the Final Plat process. The developer will have initial responsibility for creating the conservation areas and the future homeowner’s association will have long term management responsibilities. 189 HY D E A V E G. W . C A R V E R A V E BLOOMINGTON RD NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY IOWA ONE CALL 1-800-292-8989 OR 811 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES". HUNZIKER DEVELOPMENT PRELIMINARY PLAT FOR AUBURN TRAIL APRIL, 2026 THE 2025 EDITION OF THE "IOWA STATEWIDE URBAN SPECIFICATIONS FOR PUBLIC IMPROVEMENTS" AND CITY OF AMES SPECIFICATIONS. MUTCD 2009 AS ADOPTED BY IOWA DEPARTMENT OF TRANSPORTATION. ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITHIN THE CONSTRUCTION OF THIS PROJECT. GOVERNING SPECIFICATIONS PP.01 TITLE SHEET SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 1 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 6 : 1 0 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR MAP OF THE CITY OF AMES STORY COUNTY, IA R STORY COUNTY, IA PROJECT LOCATION FEETSCALE 0 1000 2000 HORZ. UTILITY CONTACTS CITY OF AMES UTILITY MAINTENANCE - BEN MCCONVILLE, 515-239-5162 CENTURY LINK - SADIE HALL, 918-547-0147 MIDLAND POWER COOPERATIVE - BRUCE KEENEY, 515-386-4111 MEDIACOM - TIM ADREON, 515-233-2318 XENIA RURAL WATER DISTRICT - LAIRD VAN DEE, 515-676-2117 CITY OF AMES ELECTRIC, MARK CARRAN, 515-239-5189 OWNER HUNZIKER DEVELOPMENT 105 S. 16TH ST. AMES, IA 50010 PREPARED BY BOLTON AND MENK 1519 BALTIMORE DRIVE AMES, IA 50010 ZONING EXISTING: FS-RL PROPOSED: FS-RL Sheet List Table Sheet Number Sheet Title PP.01 TITLE SHEET PP.02 GENERAL NOTES AND TYPICAL SECTIONS PP.03 GENERAL NOTES AND TYPICAL SECTIONS PP.04 OVERALL LAYOUT PP.05 EXISTING CONDITIONS PP.06 EXISTING CONDITIONS PP.07 EXISTING CONDITIONS PP.08 EXISTING CONDITIONS PP.09 EXISTING CONDITIONS PP.10 PROPOSED IMPROVEMENTS PP.11 PROPOSED IMPROVEMENTS PP.12 PROPOSED IMPROVEMENTS PP.13 PROPOSED IMPROVEMENTS PP.14 PROPOSED IMPROVEMENTS PP.15 STREET TREE AND LANDSCAPING PLAN PP.16 STREET TREE AND LANDSCAPING PLAN PP.17 STREET TREE AND LANDSCAPING PLAN PP.18 STREET TREE AND LANDSCAPING PLAN PP.19 STREET TREE AND LANDSCAPING PLAN PP.20 BOUNDARY PP.21 STREET SIGNAGE PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N , REC O R D I N G P U R P O S E S , O R IM P L E M E N T A T I O N . MY LICENSE RENEWAL DATE IS PAGES OR SHEETS COVERED BY THIS SEAL: LICENSE NUMBER:DATE: I OWA LIC ENSED PROFESS IONAL ENGINEER I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. P21974 DECEMBER 31, 2027 ALL SHEET Gregory A. Broussard, P21974 Gregory A. Broussard, P.E. PLAN REVISIONS REV ISSUED FOR DATE 190 TILDEN PARKWAY NUMBER C11 C12 L18 START STATION 0+00 2+71.66 7+61.52 END STATION 2+71.66 7+61.52 23+98.66 LENGTH 271.66 489.86 1637.14 DELTA 13°50'40" 70°10'00" RADIUS 1124.29 400.00 CHORD 271.00 459.81 START N 3487589.45 3487325.40 3487061.77 START E 4881158.39 4881219.40 4881596.13 END N 3487325.40 3487061.77 3487064.63 END E 4881219.40 4881596.13 4883233.27 LINE / CHORD DIRECTION S13° 00' 40"E S55° 01' 00"E N89° 54' 00"E CRESTMOOR AVE NUMBER L17 C10 START STATION 0+00 10+67.90 END STATION 10+67.90 17+35.63 LENGTH 1067.90 667.73 DELTA 27°02'30" RADIUS 1414.79 CHORD 661.55 START N 3486103.32 3487047.37 START E 4881524.81 4881025.63 END N 3487047.37 3487688.29 END E 4881025.63 4880861.69 LINE / CHORD DIRECTION N27° 52' 07"W N14° 20' 51"W KENAI PLACE NUMBER L23 C14 C15 L26 C16 L27 L28 C17 L29 START STATION 0+00 3+24.42 14+60.72 16+17.81 16+92.73 18+49.78 24+94.35 27+45.17 29+08.13 END STATION 3+24.42 3+97.47 16+17.81 16+92.73 18+49.78 24+94.35 27+45.17 29+08.13 30+50 LENGTH 324.42 73.05 157.09 74.92 157.05 644.57 250.81 162.96 141.87 DELTA 27°54'12" 90°00'23" 89°59'05" 62°14'41" RADIUS 150.00 100.00 100.00 150.00 CHORD 72.33 141.43 141.40 155.06 START N 3486511.20 3486663.58 3486683.25 3486583.42 3486508.50 3486408.33 3486407.06 3486406.56 3486486.44 START E 4881252.58 4881538.98 4882672.39 4882772.57 4882772.70 4882672.90 4882028.33 4881777.52 4881644.62 END N 3486663.58 3486681.16 3486583.42 3486508.50 3486408.33 3486407.06 3486406.56 3486486.44 3486611.86 END E 4881538.98 4881609.15 4882772.57 4882772.70 4882672.90 4882028.33 4881777.52 4881644.62 4881578.30 LINE / CHORD DIRECTION N61° 59' 03"E N75° 56' 09"E S45° 06' 05"E S0° 05' 53"E S44° 53' 39"W S89° 53' 12"W S89° 53' 12"W N58° 59' 27"W N27° 52' 07"W DENALI LANE NUMBER L30 START STATION 0+00 END STATION 1+13.75 LENGTH 113.75 DELTA RADIUS CHORD START N 3486611.86 START E 4881578.30 END N 3486712.42 END E 4881525.13 LINE / CHORD DIRECTION N27° 52' 07"W WELBECK DRIVE NUMBER L34 START STATION 0+00 END STATION 2+77.49 LENGTH 277.49 DELTA RADIUS CHORD START N 3486179.56 START E 4882028.72 END N 3486457.06 END E 4882028.25 LINE / CHORD DIRECTION N0° 05' 53"W DENALI LANE NUMBER L30 START STATION 0+00 END STATION 1+13.75 LENGTH 113.75 DELTA RADIUS CHORD START N 3486611.86 START E 4881578.30 END N 3486712.42 END E 4881525.13 LINE / CHORD DIRECTION N27° 52' 07"W ACADIA LANE NUMBER L35 START STATION 0+00 END STATION 3+55.51 LENGTH 355.51 DELTA RADIUS CHORD START N 3487014.19 START E 4882976.29 END N 3487369.70 END E 4882975.68 LINE / CHORD DIRECTION N0° 05' 53"W GLACIER DRIVE NUMBER L36 C18 L37 START STATION 0+00 6+91.59 7+88.52 END STATION 6+91.59 7+88.52 21+40.02 LENGTH 691.59 96.93 1351.50 DELTA 27°46'07" RADIUS 200.00 CHORD 95.98 START N 3487015.96 3487339.24 3487362.44 START E 4880985.67 4881597.05 4881690.19 END N 3487339.24 3487362.44 3487364.80 END E 4881597.05 4881690.19 4883041.69 LINE / CHORD DIRECTION N62° 07' 53"E N76° 00' 57"E N89° 54' 00"E RAINER WAY NUMBER L38 START STATION 0+00 END STATION 7+60.95 LENGTH 760.95 DELTA RADIUS CHORD START N 3486632.10 START E 4882050.95 END N 3487393.06 END E 4882049.64 LINE / CHORD DIRECTION N0° 05' 53"W LOTS LOT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 AREA (SF) 11,576 10,916 10,926 10,911 10,698 10,861 10,452 10,452 10,468 10,985 11,000 11,000 13,796 9,051 8,625 8,635 10,350 10,350 12,572 13,387 13,135 9,900 9,479 9,898 9,900 9,929 9,927 9,927 9,927 9,927 AREA (AC) 0.266 0.251 0.251 0.250 0.246 0.249 0.240 0.240 0.240 0.252 0.253 0.253 0.317 0.208 0.198 0.198 0.238 0.238 0.289 0.307 0.302 0.227 0.218 0.227 0.227 0.228 0.228 0.228 0.228 0.228 LOTS LOT 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 AREA (SF) 10,611 12,009 13,490 11,495 13,299 13,500 13,310 9,218 9,218 9,218 9,218 9,218 9,218 9,218 9,346 9,343 11,865 10,510 11,531 9,859 9,350 9,350 9,224 9,224 9,224 9,224 9,224 9,224 9,224 13,318 AREA (AC) 0.244 0.276 0.310 0.264 0.305 0.310 0.306 0.212 0.212 0.212 0.212 0.212 0.212 0.212 0.215 0.214 0.272 0.241 0.265 0.226 0.215 0.215 0.212 0.212 0.212 0.212 0.212 0.212 0.212 0.306 LOTS LOT 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 AREA (SF) 10,157 10,157 10,157 10,157 10,156 11,000 11,000 10,845 10,843 10,843 12,802 8,710 8,424 12,100 10,350 10,350 11,500 12,162 10,197 10,490 10,490 10,036 9,040 8,432 8,432 8,867 11,438 12,439 9,227 9,226 AREA (AC) 0.233 0.233 0.233 0.233 0.233 0.253 0.253 0.249 0.249 0.249 0.294 0.200 0.193 0.278 0.238 0.238 0.264 0.279 0.234 0.241 0.241 0.230 0.208 0.194 0.194 0.204 0.263 0.286 0.212 0.212 LOTS LOT 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 AREA (SF) 9,380 8,852 8,280 8,280 8,280 8,280 9,519 10,160 8,740 8,740 8,740 10,206 10,206 10,206 10,206 10,206 10,206 10,206 10,206 9,108 7,413 7,446 7,446 7,446 7,446 7,446 7,447 6,590 7,500 7,500 AREA (AC) 0.215 0.203 0.190 0.190 0.190 0.190 0.219 0.233 0.201 0.201 0.201 0.234 0.234 0.234 0.234 0.234 0.234 0.234 0.234 0.209 0.170 0.171 0.171 0.171 0.171 0.171 0.171 0.151 0.172 0.172 LOTS LOT 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 AREA (SF) 8,410 9,086 10,665 9,371 9,371 9,371 9,371 10,659 15,359 12,220 8,350 8,399 8,399 8,399 10,680 9,120 7,500 7,500 7,500 7,500 7,447 7,446 7,446 7,446 7,446 7,446 7,438 9,083 10,621 8,675 AREA (AC) 0.193 0.209 0.245 0.215 0.215 0.215 0.215 0.245 0.353 0.281 0.192 0.193 0.193 0.193 0.245 0.209 0.172 0.172 0.172 0.172 0.171 0.171 0.171 0.171 0.171 0.171 0.171 0.209 0.244 0.199 LOTS LOT 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 AREA (SF) 8,685 8,078 14,797 10,397 7,247 7,750 9,889 9,895 9,895 9,892 9,898 9,895 9,895 9,895 9,895 9,895 9,895 9,895 9,895 9,892 13,769 12,178 12,416 10,014 8,276 8,561 7,963 40,978 AREA (AC) 0.199 0.185 0.340 0.239 0.166 0.178 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.316 0.280 0.285 0.230 0.190 0.197 0.183 0.941 OUTLOTS LOT OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT F OUTLOT G OUTLOT H OUTLOT I AREA (SF) 86,666 116,782 20,875 72,650 7,743 333,285 162,718 8,400 12,180 AREA (AC) 1.990 2.681 0.479 1.668 0.178 7.651 3.735 0.193 0.280 PP.02 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 2 . d w g 4/ 2 0 / 2 0 2 6 3 : 3 9 : 1 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR GENERAL NOTES AND TYPICAL SECTIONS GENERAL NOTES: 1.ALL PRIVATE UTILITIES WILL BE LOCATED WITHIN PUBLIC UTILITY EASEMENTS SHOWN OR LOCATED WITHIN UTILITY CORRIDORS PROVIDED FOR BY THE CITY'S 'USE OF CITY RIGHTS-OF-WAY BY RIGHT-OF-WAY USERS' ORDINANCE. 2.ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILERS, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. 3.SEE ZONING ORDINANCE SEC 29.1202 FS-RL FOR SETBACK REQUIREMENTS. 4.OUTLOT E WILL INCLUDE A DRIVEWAY FOR THE CELL TOWER TO THE NORTH. 5.LOTS 87,88,129,174,97,98,122,123,AND 110 SHALL HAVE ACCESS FROM SIDE STREETS, NOT TILDEN AVE. 191 ROW ℄ 55' ROW 26' B-B 8.5'8.5' 8" HMA 12" SUBGRADE PREP 2%2% 5'1' ROW 5'1' 4%1.5%4%1.5% ROAD TYPICAL SECTIONS CRESTMOOR AVE A ACADIA LANE A KENAI PLACE A RAINER WAY A DENALI LANE A TILDEN PARKWAY B GLACIER DRIVE A WELBECK DRIVE A ROW ROW ℄ 66' ROW 31' B-B 8'1'1'11' 9.5" HMA 12" SUBGRADE PREP 2%2%4%1.5%4%1.5% 5'14' PP.03 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 2 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 6 : 3 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR GENERAL NOTES AND TYPICAL SECTIONS A ROAD TYPICAL SECTION - A NOT TO SCALE B ROAD TYPICAL SECTION - B NOT TO SCALE 192 TILDEN PARKWAY KENAI PL AC A D I A L A N E WE L B E C K D R RA I N E R W A Y GLACIER DRIVE CR E S T M O O R A V E 14 OUTLOT C 19 242321 20 18 81 76 22 78 77 79 80 82 84 176 17 16 15 98 99 88 97 175 177 86 85 83 OUTLOT G 96 119 OUTLOT F OUTLOT B 71 72 73 74 686970 67 66 5 4 3 2 6 9 7 8 1 65 64 63 62 61 13 313029282726 3225 12 11 10 90 9594939291 89 101100 102 OUTLOT A 128 123124125126129 130 131 132 134 135 139 109108107106105104103 33 36 35 34 178 136 122 114 138 140 121 120 110 148 171 172 164 163170 162169 161168 160167 159166 158165 157 174 137 173 127 144141 117 142 116 143 115 146 112 145 113 147 111 133 118 151 150 149 OU T L O T E 156 155 153 152 154OUTLOT D OU T L O T H DENALI LN 75 87 OU T L O T I R. O . W . B R.O.W. 52 454647 49 48 50 51 60 44 53 37 54 38 55 39 56 40 57 41 58 42 59 43 PP.04 OVERALL LAYOUT SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 4 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 0 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR FEETSCALE 0 150 300 HORZ. R 193 ER B E N & MAR G A R E T HUN Z I K E R APA R T M E N T S LLC ROS E P R A I R I E L L C L=533.77' N 89°46'05" E 1287.22 N 0 ° 1 3 ' 5 5 " W 5 0 . 0 0 N 7 ° 3 1 ' 0 6 " W 5 0 . 4 1 N 89°46'05" E 1293.62 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EDGE OF NON-JURISDICTIONAL WETLAND 96 0 965 970 95 7 95 8 95 9 961 96 2 963 964 966967968969 97 1 955 95 5 95 5 960 951 952 953 954 956 956 956 957 957 95 7 958 959 961 962 963 964 946 95 5 956 957 958 959 EDGE OF NON-JURISDICTIONAL WETLAND PP.05 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 1 4 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR EXISTING CONDITIONS R FEETSCALE 0 50 100 HORZ. 194 ROS E P R A I R I E L L C LER O Y D & S U E A S T U R G E S ALL I S O N J E N E S S T R U S T E E MAR G O T B E N E S S CLA Y T O N T G R E G G MAR G O T B E N E S S N 0 ° 1 3 ' 5 5 " W 5 0 . 0 0 N 89°46'05" E 1162.99 S 0 ° 1 3 ' 5 5 " E 5 0 . 0 0 N 89°46'05" E 99.76 S 0 ° 0 2 ' 4 7 " W 7 1 3 . 3 3 E E E E D H X X X X X X X X XXX X X X X X X X X X X X X X XXXXXXXXXXXXXXX l l l l l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> CAPPED 8" SANITARY SEWER FL: 906.55 l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> D S E X X X X X X X X XXX X X X X X X X X X X X X X XXXXXXXXXXXXXXX l l l l l l l l l l l l >> E E E E E E E E 31' 66' R.O.W. HY D E A V E N U E 33' ROW EASEMENT EDGE OF NON-JURISDICTIONAL WETLAND 945 950 955 960 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 950 955 960 946 947 948 949 951 952 953 954 956 957 958 959 961 962 945 950 955 95 5 EXISTING 100' PP.06 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 1 6 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR EXISTING CONDITIONS R FEETSCALE 0 50 100 HORZ. 195 SAM Y G A M A L H A M A D BEN J A M I N L F R E K I N G MU H A M E D & S E H I Z A GRO S I C EBB Y S L U V A G A WA D E D F O R T U N E MI C H A E L CLIF F O R D AND E R S O N JON A T H A N D & AMY M PAR K E S REX A & RAC H E L L DEB R U I N ERIC K & L I N D S A Y I J O H N S E N WAY N E V M A A K NOR T H R I D G E HEIG H T S HOM E O W N E R ' S ASS O C I A T I O N ERIC & J A N E L L V A N G O R P JAS O N & J E S S I C A CRA W F O R D JON R & T R E S C I A L HEA C O C K S 89°52'03" W 671.90 N 2 7 ° 5 2 ' 0 7 " W 8 5 4 . 3 8 S D D CLVT D D CLVT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX >> >> >> >> >> >> >> l l>>>>>>>>>> l l >> >>>>>> S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX >> >> >> >> >> 25.9' 55' R.O.W . 55' R.O.W. CR E S T M O O R A V E N U E WE L B E C K D R I V E EDGE OF NON-JURISDICTIONAL WETLAND 960 959 961 962 963 964 BLOOMINGTON HEIGHTS WEST PLAT 3 NORTHRIDGE HEIGHTS SD 18TH ADD 95 5 960 965 970 956 957 958 959 961 962 963 964 966 967968 969 955 960 965 956 95 7 95 8 959961 962 963 96 4 966 PP.07 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 1 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR EXISTING CONDITIONS EDGE OF WETLAND 18" STORM R FEETSCALE 0 50 100 HORZ. 196 BLOOMINGTON HEIGHTS WEST & TOWNHOMES LC WAY N E V M A A K WAY N E A & I R E N E R S H I R E M A N PEG G Y E L O W A R Y KEN N E T H M & L I N D A D M O R T V E D T JOD I C O R N E L L CHIA - Y U S H E N JUN E M N A S B Y GLE N D O N W & S H I R L E Y A K U I P E R T R U S T E E S RAN D A L L D & D E B O R A H L M I L L E R INE Z L E O N E C A R L S O N BER N A R D & J E A N N E K O N E K FA Y E A K E L L E N T R U S T E E MAV I S A B U T L E R SAM Y G A M A L H A M A D BEN J A M I N L F R E K I N G MU H A M E D & S E H I Z A GRO S I C EBB Y S L U V A G A MAR G O T B E N E S S CLA Y T O N T G R E G G GLE N D O R A M C L A R K S 89°54'07" W 1312.19 S 0 ° 0 2 ' 4 7 " W 0 . 0 0 S 0 ° 0 2 ' 4 7 " W 5 5 3 . 2 7 N 0 ° 0 2 ' 4 7 " E 5 2 0 . 2 9 S 89°38'41" E 113.42 S 57° 4 8 ' 3 8 " E 1 1 6 . 9 3 N 89°25'36" W 502.35 C E E C E C E E CC D D CE M >> S CLVT CB R=964.04 I=15" RCP E 15" RCP W 6" PVC SW 957.89 957.91 I= I=961.69I=I=I= CB R=964.47 I=15" RCP W 15" RCP SE 957.28 957.26 I=I=I=I=I= D X XXXXX X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X l l l l l l l l l E C C C >>>> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D l l >> >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> X XXXXX X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X l l l l l l l l l E C C C >> 55' R.O.W. 31' 66' R.O.W. WE L B E C K D R I V E HY D E A V E N U E HY D E A V E N U E EDGE OF NON-JURISDICTIONAL WETLAND 945 950 955 960 943 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 964 93 5 93 6 937 937 940 945 950 955 938 93 9 941 94 2 943 944 946 947 948 949 951 952 953 954 956 957 958 BLOOMINGTON HEIGHTS WEST PLAT 2 955 956 95 7 930 93 5 940 945 950 945 950 955 955 EXISTING DRAINAGE & CONSERVATION EASEMENT EXISTING STREAM EXISTING STORM SEWER EASEMENT EXISTING 100' INGRESS/EGRESS EASEMENT PP.08 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 2 0 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR EXISTING CONDITIONS R FEETSCALE 0 50 100 HORZ. PROTECT EXISTING TREES ALONG SOUTH PROPERTY LINE 197 WAY N E V M A A K WAY N E A & I R E N E R S H I R E M A N PEG G Y E L O W A R Y KEN N E T H M & L I N D A D M O R T V E D T MAR G O T B E N E S S CLA Y T O N T G R E G G CITY O F A M E S GLE N D O R A M C L A R K BLO O M I N G T O N TOW N H O M E S ASS O C I A T I O N INC AN I T A A K L O C K E DEB O R A H TRU S T E E LAN C A S T E R DAR R A S JOH N S O N REV TRU S T S 0 ° 0 2 ' 4 7 " W 0 . 0 0 S 0 ° 0 2 ' 4 7 " W 5 5 3 . 2 7 N 0 ° 0 2 ' 4 7 " E 5 2 0 . 2 9 S 89°38'41" E 113.42 S 57° 4 8 ' 3 8 " E 1 1 6 . 9 3 L=100.63' L=45.65' S 0 ° 3 8 ' 3 8 " E 3 6 . 8 4 N 89°21'22" E 220.79 S 0 ° 0 6 ' 0 7 " W 3 0 5 . 3 8 N 89°25'36" W 502.35 C E E C E C E E E CC 15024 23 /CC C D D CE M 16212 23 /CC >> X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXX l l l l l l l l l E X X X X X X X X X X X C C C >>>> >> >> >> >> >> >> >> >>>>>> >> l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXX l l l l l l l l l E X X X X X X X X X X X C C C S S > > > > > > > > 31' 66' R.O.W. HY D E A V E N U E HY D E A V E N U E 93 5 93 6 937 937 940 938 93 9 941 94 2 943 925 930 935 940 945 926927928929 931932933934 936937938939 941942943 944 94 6 920 925925925 930 93 5 940 945 950 910 91 5 920 925 930 935 940 945 945 950 955 95 5 EXISTING DRAINAGE & CONSERVATION EASEMENT EXISTING STREAM EXISTING STORM SEWER EASEMENT EXISTING 100' INGRESS/EGRESS EASEMENT PP.09 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 2 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR EXISTING CONDITIONS R FEETSCALE 0 50 100 HORZ. 198 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PARK AREA .75 ACRES LO T 8 8 12 , 4 3 9 S Q F T LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 0 9, 2 2 6 S Q F T LO T 9 5 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 4 8, 2 8 0 S Q F T LO T 9 3 8, 2 8 0 S Q F T LO T 9 2 8, 8 5 2 S Q F T LO T 9 1 9, 3 8 0 S Q F T LO T 8 9 9, 2 2 7 S Q F T LO T 1 2 8 10 , 6 5 9 S Q F T LO T 1 2 3 10 , 6 6 5 S Q F T LO T 1 2 4 9, 3 7 1 S Q F T LO T 1 2 5 9, 3 7 1 S Q F T LO T 1 2 6 9, 3 7 1 S Q F T LO T 1 2 9 15 , 3 5 9 S Q F T LO T 1 3 0 12 , 2 2 0 S Q F T LO T 1 3 1 8, 3 5 0 S Q F T LO T 1 3 2 8, 3 9 9 S Q F T LO T 1 3 4 8, 3 9 9 S Q F T LO T 1 3 5 10 , 6 8 0 S Q F T LO T 1 3 6 LO T 1 2 2 OUTLOT D 1.67 ACRES 72,650 SQ FT LO T 1 3 3 8, 3 9 9 S Q F T LO T 1 2 7 9, 3 7 1 S Q F T LOT 87 11,438 SQ FT MPE: 961.52 LOT 81 10,490 SQ FT LOT 76 10,350 SQ FT LOT 78 12,162 SQ FT MPE: 961.52 LOT 77 11,500 SQ FT LOT 79 10,197 SQ FT MPE: 961.52 LOT 80 10,490 SQ FT LOT 82 10,036 SQ FT LOT 84 8,432 SQ FT LOT 176 8,561 SQ FT LOT 175 8,276 SQ FT LOT 177 7,963 SQ FT LOT 86 8,867 SQ FT MPE: 961.52 LOT 85 8,432 SQ FT LOT 83 9,040 SQ FTLOT 1 11,576 SQ FT LOT 5 10,698 SQ FT LOT 4 10,911 SQ FT LOT 3 10,926 SQ FT LOT 2 10,916 SQ FT LOT 6 10,861 SQ FT LOT 7 10,452 SQ FT LO T 1 7 1 13 , 7 6 9 S Q F T LO T 1 7 2 12 , 1 7 8 S Q F T LO T 1 7 0 9, 8 9 2 S Q F T LO T 1 6 9 9, 8 9 5 S Q F T LO T 1 6 8 9, 8 9 5 S Q F T LO T 1 6 7 9, 8 9 5 S Q F T LO T 1 6 6 9, 8 9 5 S Q F T LO T 1 6 5 9, 8 9 5 S Q F T LOT 174 10,014 SQ FT LO T 1 7 3 12 , 4 1 6 S Q F T 84' 11 5 ' 81 ' 72' 11 5 ' 72' 11 5 ' 11 5 ' 72' 11 5 ' 72' 11 5 ' 47' 11 5 ' 35' 91' 11 5 ' 94' 11 5 ' 48' 46' 116 ' 131' 78' 115' 10 0 ' 115' 10 0 ' 90 ' 115' 90 ' 110' 110' 95 ' 95 ' 15' 110' 8' 87 ' 87 ' 110' 95' 110' 99' 111' 95' 102' 111' 95' 102' 111' 95' 102' 115' 111' 95' 100' 117' 100' 128' 115' 97' 115' 77' 52' 44' 115' 87'77' 95' 98' 116' 90' 67' 115' 116' 70' 115' 70' 115' 115'83' 89' 81 ' 95 ' 95 ' 534' 56' 531' 76' 3' 77' 29' 57' 26' 42' 22' 57' 46' 11 6 ' 32'25' 42' 81' 150' 33' 12 0 ' 24'46' 37'70' 12 0 ' 16'54' 70' 12 0 ' 8'62' 70' 12 0 ' 70' 89' 12 0 ' 89' 83' 12 0 ' 11 0 ' 78' 12 0 ' 78' 12 0 ' 78' 12 0 ' 78' 12 0 ' 85' 12 1 ' 25' 129' 169' 110' 85' 111' 60' 74' 110' 82' 43' 39' 8' 28' 110'40' 90' 97' 76' 89' 99' 12 5 ' 88' 99' 8' 12 6 ' 110' 10' 131' 12 6 ' 48' 110' 31'48' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 12 5 ' 79' 79'79' 12 5 ' 79'79' 79' 12 0 ' 10 5 ' LOT 75 10,350 SQ FT 50 ' 24' 1' 54 ' 58' 66' 66' 72'35'72'72'72'72'72' 49 ' OUTLOT B 2.68 ACRES 116,782 SQ FT 5' P . U . E . (T Y P ) 10 ' P . U . E . (T Y P ) 12' 5' P.U.E. (TYP) 10' P.U . E . (TYP) 10 ' P . U . E (T Y P ) 960 961 962 965 96 2 96 3 96 4 966 967 968 96 9 960960 96 5 96 0 956 956 956956956 957 957 957 958 95895 8 95 9 96 1 96 2 955 954 956 957 95 6 95 7 957 95 7 95 8 959 95595 5 955 956 957 958 959 950 950 955 96 0 965 963 964 95 5 95 4 956 959 955 960 965 970 954 956 957 958 959 961 962 963 964 966 967 968 969 971 965 970 96 3 964 966 967 968 969 95 5 95 4 95 6 95 6956 96 0 95 6 95 7 958 95 9 96 1 96 2 96 3 960 961 962 957958 960 958 959 GLACIER DR CR E S T M O O R A V E TILDEN PARKWAY RA I N E R W A Y l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> 24" R C P 24" RCP 30" R C P 30" RCP 36" RCP 3 6 " R C P 42" RC P 42" RCP 42 " R C P 42" RCP 24 " R C P 24" RCP 15" RCP 15" R C P 2 4 " R C P 24" RCP 24" R C P 24" RCP 15" RCP 1 5 " R C P 18" RCP 1 8 " R C P 24" R C P 24" RCP 48" RCP 48" RCP 3 0 " R C P 30" RCP 18" RCP 1 8 " R C P 24" RCP 24" RCP 2 4 " R C P 24" RCP 18" RCP 18" RCP 18" RCP 1 8 " R C P 30" RC P 30" RCP 30" RCP 30" RCP 3 6 " R C P 36" RCP 48" RCP 48" RCP 48" RCP 48" RCP 10' P.U.E. EMERGENCY 100YR ELEV: 958.52 PP.10 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 0 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 3 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR PROPOSED IMPROVEMENTS EASEMENT LEGEND PUBLIC UTILITY EASEMENT (P.U.E.) STORM WATER FLOWAGE EASEMENT (S.W.F.E.) SANITARY SEWER EASEMENT ELECTRICAL EASEMENT NOTE: ·ALL STORM SEWER 15" UNLESS OTHERWISE NOTES ·EO = EMERGENCY OVERFLOW UTILITY LEGEND STORM SEWER 8" SANITARY SEWER 8" WATERMAIN R FEETSCALE 0 50 100 HORZ. 10' P.U.E. 10 ' P. U . E . 199 E C E E E C D H X X X X X X X X XXX l l l l l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> CAPPED 8" SANITARY SEWER FL: 906.55 l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> D S E CC C X X X X X X X X XXX l l l l l l l l l l l l >> E E E E E E E E LO T 9 8 10 , 1 6 0 S Q F T LO T 9 9 8, 7 4 0 S Q F T LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 1 1 9 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 1 0 1 8, 7 4 0 S Q F T LO T 1 0 0 8, 7 4 0 S Q F T LO T 1 0 2 10 , 2 0 6 S Q F T LO T 1 0 4 10 , 2 0 6 S Q F T LO T 1 0 3 10 , 2 0 6 S Q F T LO T 1 2 3 10 , 6 6 5 S Q F T 8, 3 9 9 S Q F T LO T 1 3 5 10 , 6 8 0 S Q F T LO T 1 3 9 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 3 6 9, 1 2 0 S Q F T LO T 1 2 2 9, 0 8 6 S Q F T LO T 1 1 4 7, 4 4 6 S Q F T LO T 1 3 8 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 4 0 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 2 1 8, 4 1 0 S Q F T LO T 1 2 0 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 1 8 6, 5 9 0 S Q F T MP E : 9 5 4 . 7 1 LOT 151 8,685 SQ FT LOT 150 8,675 SQ FT LOT 149 10,621 SQ FT LO T 1 5 6 7, 7 5 0 S Q F T LO T 1 5 5 7, 2 4 7 S Q F T LO T 1 3 7 7, 5 0 0 S Q F T LOT 153 14,797 SQ FT LO T 1 1 0 9, 1 0 8 S Q F T MP E : 9 5 8 . 8 3 LO T 1 4 8 9, 0 8 3 S Q F T MP E : 9 5 8 . 8 3 LO T 1 4 4 7, 4 4 6 S Q F T LO T 1 4 1 7, 4 4 7 S Q F T MP E : 9 5 5 . 5 1 LO T 1 1 7 7, 4 4 7 S Q F T MP E : 9 5 5 . 5 1 LO T 1 4 2 7, 4 4 6 S Q F T MP E : 9 5 5 . 5 1 LO T 1 1 6 7, 4 4 6 S Q F T MP E : 9 5 5 . 5 1 LO T 1 4 3 7, 4 4 6 S Q F T LO T 1 1 5 7, 4 4 6 S Q F T LO T 1 4 6 7, 4 4 6 S Q F T MP E : 9 5 8 . 8 3 LO T 1 1 2 7, 4 4 6 S Q F T MP E : 9 5 8 . 8 3 LO T 1 4 5 7, 4 4 6 S Q F T LO T 1 1 3 7, 4 4 6 S Q F T LO T 1 4 7 7, 4 3 8 S Q F T MP E : 9 5 8 . 8 3 LO T 1 1 1 7, 4 1 3 S Q F T MP E : 9 5 8 . 8 3 12 0 ' LOT 152 8,078 SQ FT LOT 154 10,397 SQ FT LOT 109 10,206 SQ FT MPE: 943.36 LOT 108 10,206 SQ FT MPE: 943.36 LOT 107 10,206 SQ FT MPE: 943.36 LOT 106 10,206 SQ FT MPE: 943.36 LOT 105 10,206 SQ FT MPE: 943.36 LO T 1 6 4 9, 8 9 5 S Q F T LO T 1 6 3 9, 8 9 5 S Q F T LO T 1 6 2 9, 8 9 5 S Q F T LO T 1 6 1 9, 8 9 8 S Q F T LO T 1 6 0 9, 8 9 2 S Q F T LO T 1 6 7 9, 8 9 5 S Q F T LO T 1 5 9 9, 8 9 5 S Q F T LO T 1 6 6 9, 8 9 5 S Q F T LO T 1 5 8 9, 8 9 5 S Q F T LO T 1 6 5 9, 8 9 5 S Q F T LO T 1 5 7 9, 8 8 9 S Q F T 84' 11 5 ' 81 ' 72'89' 81 ' 73' 11 5 ' 76' 76' 11 5 ' 76' 76' 11 5 ' 76' 76' 11 5 ' 11 5 ' 11 5 ' 95 ' 27' 95 ' 66 ' 11 5 ' 89' 89'89' 11 5 ' 26'63' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 89' 12 0 ' 89' 12 0 ' 89' 83' 12 0 ' 11 0 ' 19 ' 40 1 ' 30 ' 13 5 ' 62 ' 62 ' 140' 62 ' 62 ' 140' 76 ' 76 ' 140' 12 5 ' 79' 79'79' 12 5 ' 79'79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 62' 62' 12 5 ' 62' 62' 12 5 ' 32' 62' 98 ' 42' 146' 136 ' 65' 54' 46' 13 5 ' 108' 63' 66 ' 140'15 ' 12 0 ' 62' 12 0 ' 62' 12 0 ' 62' 12 0 ' 62' 12 0 ' 62' 12 0 ' 62' 62' 12 0 ' 62' 62' 12 0 ' 62' 12 0 ' 62' 12 0 ' 62' 62' 12 0 ' 62' 62' 12 0 ' 62' 62' 12 0 ' 62' 62' 12 0 ' 62' 62' 12 0 ' 76' 12 0 ' 76' 12 0 ' 76' 76' 12 0 ' 76' 12 0 ' 63' 62' 12 0 ' 63' 12 0 ' 55' 12 0 ' 63' 12 0 ' 55' 12 0 ' 63' 12 0 ' 55' 12 0 ' 12 0 ' 68' 10 5 ' 12 0 ' 70' 12 0 ' 63' 12 0 ' 12 0 ' 63' 12 0 ' 12 0 ' 55' 12 0 ' R.O.W. B 1.84 ACRES 80,293 SQ FT R.O.W.A 12.87 ACRES 560,761 SQ FT 72'72' 29' 29' O U T L O T E 0. 1 8 A C R E S O U T L O T H 0. 1 9 A C R E S O U T L O T I 0. 2 8 A C R E S 178.4' P.U . E . (TYP) 5' P . U . E . (T Y P ) 8'12 ' 26 ' 8' 10 ' P. U . E . 10 ' P. U . E . 14 '18 ' 8' 955 954 956 957 95 6 95 7 957 960 960 965 965 955 960 954 956957958959 961962 95 0 940 945 950 955 960 945945 950 955 955 955 955 94 5 95 0 960 96 0 96 0 96 0 96596595 7 95 8 959 961 96 1 96 1 96 1 96 2 962 963 963964964 957 958 959 956 957 958 959 956957958 956 957 958 959 956957958 957958 942943944 TILDEN PARKWAY GLACIER DR AC A D I A L A N E RA I N E R W A Y l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > >>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>> >>>>>>>>>>>>>>> >>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>> >>>> >>>>>>>>>> >> >> l 48" RCP 48" RCP 30" RCP 30" RCP 3 6 " R C P 36" RCP 24" RCP 2 4 " R C P 1 8 " R C P 18" RCP 3 0 " R C P 30" RCP 24" RCP 24" RCP 2 4 " R C P 24" RCP 18" RCP 18" RCP 18" RCP 18" RCP 2 4 " R C P 24" RCP 24" RCP 24" RCP 18" RCP 1 8 " R C P 24" RCP 24" RCP 18" RCP 18" RCP 48" RCP 48" RCP 48" RCP 48" RCP 36" RCP 36" RCP EMERGENCY 100YR ELEV: 952.01100YR ELEV: 951.73 100YR ELEV: 955.83 PP.11 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 0 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 3 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR PROPOSED IMPROVEMENTS EASEMENT LEGEND PUBLIC UTILITY EASEMENT (P.U.E.) STORM WATER FLOWAGE EASEMENT (S.W.F.E.) SANITARY SEWER EASEMENT ELECTRICAL EASEMENT UTILITY LEGEND STORM SEWER 8" SANITARY SEWER 8" WATERMAIN R FEETSCALE 0 50 100 HORZ. 200 S D D CLVT D D CLVT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX >> >> >> >> >> >> >> l l>>>>>>>>>> l l >> >>>>>> S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX >> >> >> >> >> PARK AREA .75 ACRES LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 0 9, 2 2 6 S Q F T LO T 9 5 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 4 8, 2 8 0 S Q F T LO T 9 3 8, 2 8 0 S Q F T LO T 9 2 8, 8 5 2 S Q F T LO T 9 1 9, 3 8 0 S Q F T LO T 8 9 9, 2 2 7 S Q F T LOT 14 9,051 SQ FT LOT 17 10,350 SQ FT LOT 16 8,635 SQ FT LOT 15 8,625 SQ FT LOT 19 12,572 SQ FT LOT 24 9,898 SQ FT MPE: 961.54 LOT 23 9,479 SQ FT MPE: 961.54 LOT 21 13,135 SQ FT LOT 20 13,387 SQ FT LOT 18 10,350 SQ FT LOT 76 10,350 SQ FT LOT 22 9,900 SQ FT MPE: 961.54 LOT 77 11,500 SQ FT LOT 71 12,802 SQ FT LO T 7 2 8, 7 1 0 S Q F T LO T 7 3 8, 4 2 4 S Q F T LOT 74 12,100 SQ FT LOT 68 10,845 SQ FT MPE: 956.71 LOT 69 10,843 SQ FT MPE: 956.71 LOT 70 10,843 SQ FT LOT 67 11,000 SQ FT MPE: 956.71 LOT 13 13,796 SQ FT LOT 25 9,900 SQ FT MPE: 951.11 LOT 12 11,000 SQ FT LOT 11 11,000 SQ FT LOT 10 10,985 SQ FT LOT 6 10,861 SQ FT LOT 9 10,468 SQ FT LOT 7 10,452 SQ FT LOT 8 10,452 SQ FT 84' 11 5 ' 81 ' 72' 11 5 ' 72' 11 5 ' 11 5 ' 72' 11 5 ' 72' 11 5 ' 47' 11 5 ' 35' 91' 11 5 ' 94' 11 5 ' 48' 46' 10 0 ' 115' 10 0 ' 90 ' 115' 90 ' 90 ' 115' 110' 11 0 ' 110' 11 0 ' 76' 11 0 ' 77' 84' 11 1 ' 14' 60' 48' 90' 11 0 ' 19'72' 99' 11 0 ' 99' 99' 11 0 ' 99' 99' 11 0 ' 99' 100' 11 0 ' 100' 11 0 ' 11 0 ' 90' 110' 11 0 ' 7'102' 50 ' 11 0 ' 100' 11 0 ' 81'9' 11 0 ' 90' 11 0 ' 86' 86' 11 4 ' 36'47' 96'131' 16 2 ' 73'34 ' 116' 70' 10 9 ' 75 ' 115' 88 ' 13' 41 ' 115' 90 ' 90 ' 115' 115' 90 ' 75 ' 115' 75 ' 115' 48 ' 130' 96 ' 110' 15 4 ' 124' 10 0 ' 110' 10 0 ' 10 0 ' 110' 10 0 ' 10 0 ' 110' 10 0 ' 110' 95 ' 110' 95 ' 110' 95 ' 95 ' 110' 95 ' 95 ' 15' 110' 8' 87 ' 87 ' 81 ' 95 ' 40 ' 95 ' 12 6 ' 40 ' 45 '40 ' 45 ' 90' 67 ' 137' 11 0 ' 72' 3'10' 50 ' 85' 11 0 ' 85' 85' 11 0 ' 85' 11 0 ' 11 0 ' 84' 24'60' 11 0 ' 84' 11 0 ' 85' 11 0 ' 85' 11 0 ' 72'33' LOT 75 10,350 SQ FT 179' 85 4 ' 431'81' 72'35'72'72'72'72'72' 49 ' OUTLOT C 0.48 ACRES 20,875 SQ FT OUTLOT B 2.68 ACRES 116,782 SQ FT OUTLOT A 1.99 ACRES 86,666 SQ FT LO T 5 2 9, 3 5 0 S Q F T LO T 4 4 9, 2 1 8 S Q F T LO T 5 3 9, 2 2 4 S Q F T O U T L O T J 0. 0 4 A C R E S LO T 4 5 9, 3 4 6 S Q F T LO T 4 6 9, 3 4 3 S Q F T LO T 4 7 11 , 8 6 5 S Q F T LO T 4 9 11 , 5 3 1 S Q F T LO T 4 8 10 , 5 1 0 S Q F T LO T 5 0 9, 8 5 9 S Q F T LO T 5 1 9, 3 5 0 S Q F T 20 ' 5' P.U . E . (TYP) 10' P. U . E . (TYP) 10 ' EL E C T R I C A L EA S E M E N T 30' ELECT R I C A L EASEM E N T 10 ' P. U . E . 960 96 5 961 962 963 96 3 96 3 96 4 96 4 96 6 96 6 96 7 967 962963 95595 5 955 956 957 958 959 950 950 955 96 0 965 96 5965 965 970 96 4 96 6 96 7 96 896 9 955 960 965 970 971 972 960 96 5 956957 95 8 95 996196 2 96 3 96 4 96696 7 96 8 955 960 965 970 960 96 5 959 961962963964 96 6 96 7 96 8 96 9 960965 970 959961962963964966 967 968 969 960 965 961962963964 966 967 968 KENAI PL WE L B E C K D R RA I N E R W A Y CR E S T M O O R A V E DENALI LANE l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l llllll l > > > > > > > > > > > > > > > > > > > > > > >> > > > > > > > > > > > > > > > > > >>>>>>>> >>>>>> > > > >> >>>>>> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >>>>>>>> >> >> >> >> >> >> >>>>> >> >> >> >> >> >> >> >> >> >>>>>> >> 24" R C P 24" RCP 42" RC P 42" RCP 42 " R C P 42" RCP 1 8 " R C P 18" RCP 24" RCP 2 4 " R C P 18" RCP 18" R C P 24 " R C P 24" RCP 2 4 " R C P 24" RCP 24" R C P 24" RCP 24" RCP 24" RCP 24" R C P 24" RCP 48" RCP 48" RCP 18" RCP 1 8 " R C P 30" RCP 30" RCP 3 6 " R C P 36" RCP 24" RCP 24" RCP 48" RCP 48" RCP 48" RCP 48" RCP 30" RCP 30" R C P 24" RCP 24" RCP EMERGENCY OVERFLOW : 955.71 96 0965 95 7 95 8 95 9 96 1 96 2963964 96 6 967 18" RCP 18" RCP PP.12 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 0 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 4 4 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR PROPOSED IMPROVEMENTS EASEMENT LEGEND PUBLIC UTILITY EASEMENT (P.U.E.) STORM WATER FLOWAGE EASEMENT (S.W.F.E.) SANITARY SEWER EASEMENT ELECTRICAL EASEMENT UTILITY LEGEND STORM SEWER 8" SANITARY SEWER 8" WATERMAIN R FEETSCALE 0 50 100 HORZ. 201 C E E C E C E E CC D D CE M >> S CLVT D X XXXXX X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X l l l l l l l l l E C C C >>>> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D l l >> >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> X XXXXX X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X l l l l l l l l l E C C C >> LO T 9 8 10 , 1 6 0 S Q F T LO T 9 9 8, 7 4 0 S Q F T LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 1 0 1 8, 7 4 0 S Q F T LO T 1 0 0 8, 7 4 0 S Q F T LO T 1 0 2 10 , 2 0 6 S Q F T LO T 1 0 4 10 , 2 0 6 S Q F T LO T 1 0 3 10 , 2 0 6 S Q F T LOT 24 9,898 SQ FT MPE: 961.54 LOT 67 11,000 SQ FT MPE: 956.71 LO T 6 6 11 , 0 0 0 S Q F T LOT 65 10,156 SQ FT LOT 64 10,157 SQ FT LOT 63 10,157 SQ FT LOT 62 10,157 SQ FT LOT 61 10,157 SQ FT LOT 31 10,611 SQ FT MPE: 951.11 LOT 30 9,927 SQ FT MPE: 951.11 LOT 29 9,927 SQ FT MPE: 951.11 LOT 28 9,927 SQ FT MPE: 951.11 LOT 27 9,927 SQ FT MPE: 951.11 LOT 26 9,929 SQ FT MPE: 951.11 LOT 32 12,009 SQ FT MPE: 943.35 LOT 25 9,900 SQ FT MPE: 951.11 LOT 109 10,206 SQ FT MPE: 943.36 LOT 108 10,206 SQ FT MPE: 943.36 LOT 107 10,206 SQ FT MPE: 943.36 LOT 106 10,206 SQ FT MPE: 943.36 LOT 105 10,206 SQ FT MPE: 943.36 LOT 33 13,490 SQ FT MPE: 943.35 LOT 36 13,500 SQ FT MPE: 943.35 LOT 35 13,299 SQ FT MPE: 943.35 LOT 34 11,495 SQ FT MPE: 943.35 84' 11 5 ' 81 ' 72' 11 0 ' 100' 11 0 ' 100' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 110 ' 11 0 ' 70' 11 0 ' 76'14' 11 0 ' 90' 11 0 ' 90' 11 0 ' 90' 11 0 ' 90' 11 0 ' 90' 11 0 ' 90' 11 0 ' 81'9' 11 0 ' 90' 89' 81 ' 73' 11 5 ' 76' 76' 11 5 ' 76' 76' 11 5 ' 76' 76' 11 5 ' 11 5 ' 11 5 ' 95 ' 27' 80 0 ' 40 ' 95 ' 40 ' 55 3 ' 61' 48 5 ' 103' 107' 94' 14 4 ' 35 ' 113' 117' 1 11 5 ' 89' 89'89' 11 5 ' 26'63' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 89' 90'90'90'90'90'90'76'27' 148' 11 1 ' 111 ' 20' 20' 110'6' 158' 76' 6' 69 ' 25' 110' 110 ' 157' 84' 83' 11 0 ' 160' 2' 46' 69 ' 100' 100' 92' 92' 92' 92' 92' 92' 92' 92' 92' 92' 11 0 ' 85' 11 0 ' 85' 11 0 ' 11 0 ' 84' 24'60'84' 11 0 ' 84' 84' 11 0 ' 84' 84' 11 0 ' 84' 84' 11 0 ' 84' 84' 11 0 ' 84' 84' 11 0 ' 84' 59' 114' 37 ' 131' 11 0 ' 38 ' 114' 59' 11 0 ' 84' 11 0 ' 84' 11 0 ' 84' 11 0 ' 84' 11 0 ' 84' 11 0 ' 84' 11 0 ' 84' 11 0 ' 85' 11 0 ' R.O.W. B 1.84 ACRES 80,293 SQ FT 1115'81' 72'72' 32'8' OUTLOT G 3.74 ACRES 162,718 SQ FT OUTLOT F 7.65 ACRES 333,285 SQ FT LO T 5 2 9, 3 5 0 S Q F T LO T 6 0 13 , 3 1 8 S Q F T LO T 4 4 9, 2 1 8 S Q F T LO T 5 3 9, 2 2 4 S Q F T LO T 3 7 13 , 3 1 0 S Q F T O U T L O T J 0. 0 4 A C R E S LO T 5 4 9, 2 2 4 S Q F T LO T 3 8 9, 2 1 8 S Q F T LO T 4 5 9, 3 4 6 S Q F T LO T 5 5 9, 2 2 4 S Q F T LO T 3 9 9, 2 1 8 S Q F T LO T 5 6 9, 2 2 4 S Q F T LO T 4 0 9, 2 1 8 S Q F T LO T 5 7 9, 2 2 4 S Q F T LO T 4 1 9, 2 1 8 S Q F T LO T 5 8 9, 2 2 4 S Q F T LO T 4 2 9, 2 1 8 S Q F T LO T 5 9 9, 2 2 4 S Q F T LO T 4 3 9, 2 1 8 S Q F T 178.4' P.U . E . (TYP) 5' P . U . E . (T Y P ) 10 ' P . U . E . (T Y P ) 5' P . U . E . (T Y P ) 5' P.U.E. (TYP) 10' P.U.E. (TYP) 10 ' EL E C T R I C A L EA S E M E N T 22 ' 10 ' P. U . E . 10 ' P. U . E . 945 950 955 960 940 94595095 5960 93693793893994194294394494694 7 94894894 8949951952953954956957958959961962963 940 945 950 955 960 945945 950 955 955 956957 95 8 93 0 93 5 94 0 94 5 95 0 93 0 93 5 94 0 94 5 95 0 935 940 945 925 930 930 935 935 93 5 94 0 94 5 95 0 940 940 945 950 955 925 930 93 5 940 945 95 0 936 937 938 939 941 94 2 943 944 946947 948 949951 952953 94 0 94 5 950 955 96 0 960959 961 96 1 962 96 2 963 96 396 4 96 4 945950955 943 94494694 7 94 8 94995195295 3954956957958959 95 5 95 4 930 935 956 957 958 959 956957958 959 960 959 960 950955960 947948949951952953954956957958959961 950955960 948949951952953954956957958959961 942943944 KENAI PL WE L B E C K D R RA I N E R W A Y HY D E A V E DENALI LANE l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllllllllllll l l l l l l l l l ll l l l l ll l > > > > > > > > > >>>> > > > > > > > >>>>>>>>>>>>>>>> >>>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >>>> >>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >>>> 1 8 " R C P 18" RCP 24" RCP 24" RCP 24" RCP 24" RCP 24 " R C P 24" RCP 24" RCP 24" RCP 24" RCP 2 4 " R C P 48" RCP 48" RCP 30" RCP 30" RCP 3 6 " R C P 36" RCP 18" RCP 1 8 " R C P 24" RCP 24" RCP 48" RCP 48" RCP 48" RCP 48" RCP 42" RCP 42" RCP 42 " R C P 42" RCP 15" RCP 15" RCP 30" RCP 30" R C P 24" RCP 24" RCP 36 " R C P 36" RCP 15" RCP 15" RCP 18" RCP 18 " R C P 24" RC P 24" RCP 3 6 " R C P 36" RCP 36" RCP 36" RCP EMERGENCY OVERFLOW : 955.71 100YR ELEV: 944.82 POND B NWL = 929.00 100 YEAR = 935.21 POND A NWL = 934.00 100 YEAR = 939.28 18" RCP 18" RCP PP.13 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 0 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 5 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR PROPOSED IMPROVEMENTS EASEMENT LEGEND PUBLIC UTILITY EASEMENT (P.U.E.) STORM WATER FLOWAGE EASEMENT (S.W.F.E.) SANITARY SEWER EASEMENT ELECTRICAL EASEMENT UTILITY LEGEND STORM SEWER 8" SANITARY SEWER 8" WATERMAIN R FEETSCALE 0 50 100 HORZ. 202 C E E C E C E E E CC 15024 23 /CC C D D CE M M M 16212 23 /CC >> X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXX l l l l l l l l l E X X X X X X X X X X X C C C >>>> >> >> >> >> >> >> >> >>>>>> >> l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXX l l l l l l l l l E X X X X X X X X X X X C C C S S > > > > > > > > LOT 178 40,978 SQ FT LOT 32 12,009 SQ FT MPE: 943.35 LOT 109 10,206 SQ FT MPE: 943.36 LOT 108 10,206 SQ FT MPE: 943.36 LOT 107 10,206 SQ FT MPE: 943.36 LOT 106 10,206 SQ FT MPE: 943.36 LOT 105 10,206 SQ FT MPE: 943.36 LOT 33 13,490 SQ FT MPE: 943.35 LOT 36 13,500 SQ FT MPE: 943.35 LOT 35 13,299 SQ FT MPE: 943.35 LOT 34 11,495 SQ FT MPE: 943.35 110 '70' 11 5 ' 27' 80 0 ' 55 3 ' 61' 48 5 ' 103' 107' 94' 18' 14 4 ' 254' 19 8 ' 502' 35 ' 113' 117' 101' 46' 37 ' 221' 10 8 ' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 89' 148' 111 ' 20' 110'6' 158' 76' 6' 69 ' 25' 110' 110 ' 157' 84' 3' 160' 2' 46' 69 ' 4' 37 ' 38 ' 4' R.O.W. B 1.84 ACRES 80,293 SQ FT OUTLOT G 3.74 ACRES 162,718 SQ FT OUTLOT F 7.65 ACRES 333,285 SQ FT 5' P.U.E. (TYP) 10' P.U.E. (TYP) 940 945 93693793893994194294394494694 7 940 945 950 93 0 93 5 94 0 94 5 95 0 93 0 93 5 94 0 94 5 95 0 925 930 930 935 935 925 930 935 940 945 950 HY D E A V E l l l l l l l > > > > > > >> > > > >>>>>>>>>> >> >> >> >> >> >> >> >> > > > > > > > > > > > > >>>>>>>>>>>> > > > > > > > > > > > > > 24 " R C P 24" RCP 24" RCP 42" RCP 42" RCP 42 " R C P 42" RCP 15" RCP 15" RCP 36 " R C P 36" RCP 15" RCP 15" RCP 18" RCP 18 " R C P 6" SANITARY SEWER SERVICE POND B NWL = 929.00 100 YEAR = 935.21 POND A NWL = 934.00 100 YEAR = 939.28 PP.14 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 0 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 5 6 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR PROPOSED IMPROVEMENTS EASEMENT LEGEND PUBLIC UTILITY EASEMENT (P.U.E.) STORM WATER FLOWAGE EASEMENT (S.W.F.E.) SANITARY SEWER EASEMENT ELECTRICAL EASEMENT NOTE: ·ALL STORM SEWER 15" UNLESS OTHERWISE NOTES UTILITY LEGEND STORM SEWER 8" SANITARY SEWER 8" WATERMAIN R FEETSCALE 0 50 100 HORZ. 203 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X LO T 8 8 12 , 4 3 9 S Q F T LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 0 9, 2 2 6 S Q F T LO T 9 5 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 4 8, 2 8 0 S Q F T LO T 9 3 8, 2 8 0 S Q F T LO T 9 2 8, 8 5 2 S Q F T LO T 9 1 9, 3 8 0 S Q F T LO T 8 9 9, 2 2 7 S Q F T LO T 1 2 8 10 , 6 5 9 S Q F T LO T 1 2 3 10 , 6 6 5 S Q F T LO T 1 2 4 9, 3 7 1 S Q F T LO T 1 2 5 9, 3 7 1 S Q F T LO T 1 2 6 9, 3 7 1 S Q F T LO T 1 2 9 15 , 3 5 9 S Q F T LO T 1 3 0 12 , 2 2 0 S Q F T LO T 1 3 1 8, 3 5 0 S Q F T LO T 1 3 2 8, 3 9 9 S Q F T LO T 1 3 4 8, 3 9 9 S Q F T LO T 1 3 5 10 , 6 8 0 S Q F T LO T 1 3 6 LO T 1 2 2 OUTLOT D 1.67 ACRES 72,650 SQ FT LO T 1 3 3 8, 3 9 9 S Q F T LO T 1 2 7 9, 3 7 1 S Q F T LOT 87 11,438 SQ FT MPE: 961.52 LOT 81 10,490 SQ FT LOT 76 10,350 SQ FT LOT 78 12,162 SQ FT MPE: 961.52 LOT 77 11,500 SQ FT LOT 79 10,197 SQ FT MPE: 961.52 LOT 80 10,490 SQ FT LOT 82 10,036 SQ FT LOT 84 8,432 SQ FT LOT 176 8,561 SQ FT LOT 175 8,276 SQ FT LOT 177 7,963 SQ FT LOT 86 8,867 SQ FT MPE: 961.52 LOT 85 8,432 SQ FT LOT 83 9,040 SQ FTLOT 1 11,576 SQ FT LOT 5 10,698 SQ FT LOT 4 10,911 SQ FT LOT 3 10,926 SQ FT LOT 2 10,916 SQ FT LOT 6 10,861 SQ FT LOT 7 10,452 SQ FT LO T 1 7 1 13 , 7 6 9 S Q F T LO T 1 7 2 12 , 1 7 8 S Q F T LO T 1 7 0 9, 8 9 2 S Q F T LO T 1 6 9 9, 8 9 5 S Q F T LO T 1 6 8 9, 8 9 5 S Q F T LO T 1 6 7 9, 8 9 5 S Q F T LO T 1 6 6 9, 8 9 5 S Q F T LO T 1 6 5 9, 8 9 5 S Q F T LOT 174 10,014 SQ FT LO T 1 7 3 12 , 4 1 6 S Q F T LOT 75 10,350 SQ FT OUTLOT B 2.68 ACRES 116,782 SQ FT ACADIA LANE CR E S T M O O R A V E TILDEN PARKWAY PP.15 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 1 5 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR STREET TREE AND LANDSCAPING PLAN R FEETSCALE 0 50 100 HORZ. STREET TREE NOTES: 1.TREES SHALL BE PLANTED WITHIN THE RIGHT-OF-WAY WITHIN THE SUBDIVISION. TREES SHALL BE PLANTED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 23.402 OF SUBDIVISION ORDINANCE. 2.TREES SHALL BE OF NATIVE SPECIES AS INDICATED BY THE IOWA DEPARTMENT OF NATURAL RESOURCES AND APPROVED BY THE CITY. 3.THE SPACING SHALL BE ADJUSTED AS A RESULT OF DRIVE OPENINGS, UNDERGROUND UTILITIES, STREET LIGHTS, AND OTHER POTENTIAL OBSTRUCTIONS. 4.A MINIMUM OF NINE (9) SQUARE FEET OF AREA SHALL BE MAINTAINED FOR EACH TREE AND NO IMPERVIOUS MATERIAL SHALL BE INSTALLED CLOSER THAN THIRTY (30) INCHES TO THE TRUCK OF THE TREE. 5.TREES SHALL NOT BE LOCATED CLOSER THAN TWO AND ONE-HALF (2-1/2) FEET TO THE BACK OF CURB OR THE SIDEWALK LINE. WHERE THE DISTANCE BETWEEN THE BACK OF THE CURB AND THE SIDEWALK IS GREATER THAN EIGHT (8) FEET, TREES SHALL BE PLANTED WITHIN FOUR (4) FEET OF THE SIDEWALK LINE. 6.TREES SHALL NOT BE PLANTED CLOSER THAN THIRTY (30) FEET FROM THE CORNER AT INTERSECTIONS AND SHALL NOT BE CLOSER THAN TWENTY (20) FEET TO THE INTERSECTION OF THE FRONT AND SIDE LOT LINE ON A CORNER LOT. 7.TRESS SHALL NOT BE PLANTED CLOSER THAN TEN (10) FEET TO RESIDENTIAL DRIVEWAYS. 8.TREES SHALL NOT BE LOCATED CLOSER TO A STREET LIGHT POLE THAN THE DISTANCE OF THE SPREAD OF THE TREE AT MATURITY. THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE TREE TO THE CENTER OF THE POLE. LOW-GROW GRASS MIXTURE SHALL BE THE FOLLOWING ·SUBDIVISION MIXTURE BY UNITED SEED, OR ·APPROVED EQUAL SEED RATE: 32 LBS/ACRE SEEDING DEPTH: 1/4" 15% SIDEOATS GRAMA 10% BLUE GRAMA 20% HARD FINE FESCUE 20% SHEEP FINE FESCUE 25% BLUE FINE FESCUE 15% LITTLE BLUESTEM 15% COVER CROP TYPE I MIXTURE SHALL BE THE FOLLOWING ·REFER TO SUDAS FOR GRASS MIXTURE AND SEEDING RATE NATIVE GRASS AND FORBS SHALL BE THE FOLLOWING ·REFER TO SUDAS FOR NATIVE GRASS AND FORBS MIXTURE AND SEEDING RATE TYPE IV SHALL BE THE FOLLOWING ·REFER TO SUDAS FOR GRASS MIXTURE AND SEEDING RATE WETLAND MIXTURE SHALL BE THE FOLLOWING ·REFER TO SUDAS FOR WETLAND MIXTURE AND SEEDING RATE LEGEND TYPE I SEEDING/SOD WETLAND SEEDING NATIVE AND FORBS TYPE IV SEEDING LOW-GROW GRASS PROPOSED TREE 204 E C E E E C D H X X X X X X X X XXX X X X X X X X X X X X X X XXXXXXXXXXXXXXX l l l l l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> CAPPED 8" SANITARY SEWER FL: 906.55 l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> D S E CC C X X X X X X X X XXX X X X X X X X X X X X X X XXXXXXXXXXXXXXX l l l l l l l l l l l l >> E E E E E E E E LO T 9 8 10 , 1 6 0 S Q F T LO T 9 9 8, 7 4 0 S Q F T LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 1 1 9 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 1 0 1 8, 7 4 0 S Q F T LO T 1 0 0 8, 7 4 0 S Q F T LO T 1 0 2 10 , 2 0 6 S Q F T LO T 1 0 4 10 , 2 0 6 S Q F T LO T 1 0 3 10 , 2 0 6 S Q F T LO T 1 2 3 10 , 6 6 5 S Q F T 8, 3 9 9 S Q F T LO T 1 3 5 10 , 6 8 0 S Q F T LO T 1 3 9 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 3 6 9, 1 2 0 S Q F T LO T 1 2 2 9, 0 8 6 S Q F T LO T 1 1 4 7, 4 4 6 S Q F T LO T 1 3 8 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 4 0 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 2 1 8, 4 1 0 S Q F T LO T 1 2 0 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 1 8 6, 5 9 0 S Q F T MP E : 9 5 4 . 7 1 LOT 151 8,685 SQ FT LOT 150 8,675 SQ FT LOT 149 10,621 SQ FT LO T 1 5 6 7, 7 5 0 S Q F T LO T 1 5 5 7, 2 4 7 S Q F T LO T 1 3 7 7, 5 0 0 S Q F T LOT 153 14,797 SQ FT LO T 1 1 0 9, 1 0 8 S Q F T MP E : 9 5 8 . 8 3 LO T 1 4 8 9, 0 8 3 S Q F T MP E : 9 5 8 . 8 3 LO T 1 4 4 7, 4 4 6 S Q F T LO T 1 4 1 7, 4 4 7 S Q F T MP E : 9 5 5 . 5 1 LO T 1 1 7 7, 4 4 7 S Q F T MP E : 9 5 5 . 5 1 LO T 1 4 2 7, 4 4 6 S Q F T MP E : 9 5 5 . 5 1 LO T 1 1 6 7, 4 4 6 S Q F T MP E : 9 5 5 . 5 1 LO T 1 4 3 7, 4 4 6 S Q F T LO T 1 1 5 7, 4 4 6 S Q F T LO T 1 4 6 7, 4 4 6 S Q F T MP E : 9 5 8 . 8 3 LO T 1 1 2 7, 4 4 6 S Q F T MP E : 9 5 8 . 8 3 LO T 1 4 5 7, 4 4 6 S Q F T LO T 1 1 3 7, 4 4 6 S Q F T LO T 1 4 7 7, 4 3 8 S Q F T MP E : 9 5 8 . 8 3 LO T 1 1 1 7, 4 1 3 S Q F T MP E : 9 5 8 . 8 3 LOT 152 8,078 SQ FT LOT 154 10,397 SQ FT LOT 109 10,206 SQ FT MPE: 943.36 LOT 108 10,206 SQ FT MPE: 943.36 LOT 107 10,206 SQ FT MPE: 943.36 LOT 106 10,206 SQ FT MPE: 943.36 LOT 105 10,206 SQ FT MPE: 943.36 LO T 1 6 4 9, 8 9 5 S Q F T LO T 1 6 3 9, 8 9 5 S Q F T LO T 1 6 2 9, 8 9 5 S Q F T LO T 1 6 1 9, 8 9 8 S Q F T LO T 1 6 0 9, 8 9 2 S Q F T LO T 1 6 7 9, 8 9 5 S Q F T LO T 1 5 9 9, 8 9 5 S Q F T LO T 1 6 6 9, 8 9 5 S Q F T LO T 1 5 8 9, 8 9 5 S Q F T LO T 1 6 5 9, 8 9 5 S Q F T LO T 1 5 7 9, 8 8 9 S Q F T O U T L O T E 0. 1 8 A C R E S O U T L O T H 0. 1 9 A C R E S O U T L O T I 0. 2 8 A C R E S TILDEN PARKWAY GL A C I E R D R ACADIA LANE PP.16 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 1 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR STREET TREE AND LANDSCAPING PLAN R FEETSCALE 0 50 100 HORZ. LEGEND TYPE I SEEDING/SOD WETLAND SEEDING NATIVE AND FORBS TYPE IV SEEDING LOW-GROW GRASS PROPOSED TREE 205 S D D CLVT D D CLVT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX >> >> >> >> >> >> >> l l>>>>>>>>>> l l >> >>>>>> S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX >> >> >> >> >> LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 0 9, 2 2 6 S Q F T LO T 9 5 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 4 8, 2 8 0 S Q F T LO T 9 3 8, 2 8 0 S Q F T LO T 9 2 8, 8 5 2 S Q F T LO T 9 1 9, 3 8 0 S Q F T LO T 8 9 9, 2 2 7 S Q F T LOT 14 9,051 SQ FT LOT 17 10,350 SQ FT LOT 16 8,635 SQ FT LOT 15 8,625 SQ FT LOT 19 12,572 SQ FT LOT 24 9,898 SQ FT MPE: 961.54 LOT 23 9,479 SQ FT MPE: 961.54 LOT 21 13,135 SQ FT LOT 20 13,387 SQ FT LOT 18 10,350 SQ FT LOT 76 10,350 SQ FT LOT 22 9,900 SQ FT MPE: 961.54 LOT 77 11,500 SQ FT LOT 71 12,802 SQ FT LO T 7 2 8, 7 1 0 S Q F T LO T 7 3 8, 4 2 4 S Q F T LOT 74 12,100 SQ FT LOT 68 10,845 SQ FT MPE: 956.71 LOT 69 10,843 SQ FT MPE: 956.71 LOT 70 10,843 SQ FT LOT 67 11,000 SQ FT MPE: 956.71 LOT 13 13,796 SQ FT LOT 25 9,900 SQ FT MPE: 951.11 LOT 12 11,000 SQ FT LOT 11 11,000 SQ FT LOT 10 10,985 SQ FT LOT 6 10,861 SQ FT LOT 9 10,468 SQ FT LOT 7 10,452 SQ FT LOT 8 10,452 SQ FT LOT 75 10,350 SQ FT OUTLOT C 0.48 ACRES 20,875 SQ FT OUTLOT B 2.68 ACRES 116,782 SQ FT OUTLOT A 1.99 ACRES 86,666 SQ FT LO T 5 2 9, 3 5 0 S Q F T LO T 4 4 9, 2 1 8 S Q F T LO T 5 3 9, 2 2 4 S Q F T O U T L O T J 0. 0 4 A C R E S LO T 4 5 9, 3 4 6 S Q F T LO T 4 6 9, 3 4 3 S Q F T LO T 4 7 11 , 8 6 5 S Q F T LO T 4 9 11 , 5 3 1 S Q F T LO T 4 8 10 , 5 1 0 S Q F T LO T 5 0 9, 8 5 9 S Q F T LO T 5 1 9, 3 5 0 S Q F T KENAI PL WE L B E C K D R WE L B E C K L N CR E S T M O O R A V E DENALI LN PP.17 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 2 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR STREET TREE AND LANDSCAPING PLAN R FEETSCALE 0 50 100 HORZ. LEGEND TYPE I SEEDING/SOD WETLAND SEEDING NATIVE AND FORBS TYPE IV SEEDING LOW-GROW GRASS PROPOSED TREE 206 POND B NWL = 929.00 100 YEAR = 935.21 POND A NWL = 934.00 100 YEAR = 939.28 C E E C E C E E CC D D CE M >> S CLVT D X XXXXX X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X l l l l l l l l l E C C C >>>> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D l l >> >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> X XXXXX X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X l l l l l l l l l E C C C >> LO T 9 8 10 , 1 6 0 S Q F T LO T 9 9 8, 7 4 0 S Q F T LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 1 0 1 8, 7 4 0 S Q F T LO T 1 0 0 8, 7 4 0 S Q F T LO T 1 0 2 10 , 2 0 6 S Q F T LO T 1 0 4 10 , 2 0 6 S Q F T LO T 1 0 3 10 , 2 0 6 S Q F T LOT 24 9,898 SQ FT MPE: 961.54 LOT 67 11,000 SQ FT MPE: 956.71 LO T 6 6 11 , 0 0 0 S Q F T LOT 65 10,156 SQ FT LOT 64 10,157 SQ FT LOT 63 10,157 SQ FT LOT 62 10,157 SQ FT LOT 61 10,157 SQ FT LOT 31 10,611 SQ FT MPE: 951.11 LOT 30 9,927 SQ FT MPE: 951.11 LOT 29 9,927 SQ FT MPE: 951.11 LOT 28 9,927 SQ FT MPE: 951.11 LOT 27 9,927 SQ FT MPE: 951.11 LOT 26 9,929 SQ FT MPE: 951.11 LOT 32 12,009 SQ FT MPE: 943.35 LOT 25 9,900 SQ FT MPE: 951.11 LOT 109 10,206 SQ FT MPE: 943.36 LOT 108 10,206 SQ FT MPE: 943.36 LOT 107 10,206 SQ FT MPE: 943.36 LOT 106 10,206 SQ FT MPE: 943.36 LOT 105 10,206 SQ FT MPE: 943.36 LOT 33 13,490 SQ FT MPE: 943.35 LOT 36 13,500 SQ FT MPE: 943.35 LOT 35 13,299 SQ FT MPE: 943.35 LOT 34 11,495 SQ FT MPE: 943.35 OUTLOT G 3.74 ACRES 162,718 SQ FT OUTLOT F 7.65 ACRES 333,285 SQ FT LO T 5 2 9, 3 5 0 S Q F T LO T 6 0 13 , 3 1 8 S Q F T LO T 4 4 9, 2 1 8 S Q F T LO T 5 3 9, 2 2 4 S Q F T LO T 3 7 13 , 3 1 0 S Q F T O U T L O T J 0. 0 4 A C R E S LO T 5 4 9, 2 2 4 S Q F T LO T 3 8 9, 2 1 8 S Q F T LO T 4 5 9, 3 4 6 S Q F T LO T 5 5 9, 2 2 4 S Q F T LO T 3 9 9, 2 1 8 S Q F T LO T 5 6 9, 2 2 4 S Q F T LO T 4 0 9, 2 1 8 S Q F T LO T 5 7 9, 2 2 4 S Q F T LO T 4 1 9, 2 1 8 S Q F T LO T 5 8 9, 2 2 4 S Q F T LO T 4 2 9, 2 1 8 S Q F T LO T 5 9 9, 2 2 4 S Q F T LO T 4 3 9, 2 1 8 S Q F T KENAI PL WE L B E C K D R WE L B E C K L N HY D E A V E DENALI LN PP.18 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 2 4 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR STREET TREE AND LANDSCAPING PLAN R FEETSCALE 0 50 100 HORZ. LEGEND TYPE I SEEDING/SOD WETLAND SEEDING NATIVE AND FORBS TYPE IV SEEDING LOW-GROW GRASS PROPOSED TREE 207 POND B NWL = 929.00 100 YEAR = 935.21 POND A NWL = 934.00 100 YEAR = 939.28 C E E C E C E E E CC 15024 23 /CC C D D CE M M M 16212 23 /CC >> EE C C C E E E G G G G G l l l l l l l l E E E l l l l l l l l l E C C C >>>> >> >> >> >> >> >> >> >>>>>> >> l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> EE C C C E E E G G G G G l l l l l l l l E E E l l l l l l l l l E C C C S S > > > > > > > > LOT 178 40,978 SQ FT LOT 32 12,009 SQ FT MPE: 943.35 LOT 109 10,206 SQ FT MPE: 943.36 LOT 108 10,206 SQ FT MPE: 943.36 LOT 107 10,206 SQ FT MPE: 943.36 LOT 106 10,206 SQ FT MPE: 943.36 LOT 105 10,206 SQ FT MPE: 943.36 LOT 33 13,490 SQ FT MPE: 943.35 LOT 36 13,500 SQ FT MPE: 943.35 LOT 35 13,299 SQ FT MPE: 943.35 LOT 34 11,495 SQ FT MPE: 943.35 OUTLOT G 3.74 ACRES 162,718 SQ FT OUTLOT F 7.65 ACRES 333,285 SQ FT HY D E A V E PP.19 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 2 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR STREET TREE AND LANDSCAPING PLAN R FEETSCALE 0 50 100 HORZ. LEGEND TYPE I SEEDING/SOD WETLAND SEEDING NATIVE AND FORBS TYPE IV SEEDING LOW-GROW GRASS PROPOSED TREE 208 S 2 7 ° 5 2 ' 0 7 " E 8 5 4 . 3 8 ' S 89°46'05" W 1293.62'S 89°46'05" W 1162.99' S 89°46'05" W 100.00' N 0 0 ° 0 2 ' 4 7 " E 7 1 3 . 3 3 ' N 0 0 ° 0 2 ' 4 7 " E 5 5 3 . 2 7 ' N 89°54'07" E 1312.19'N 89°52'03" E 671.90' N 00°02'47" E 50.00' N 89°38'41" W 113.42' N 57°48'38" W 116.93' L=100.63' N 00°38'38" W 36.84' S 89°21'22" W 220.79' N 0 0 ° 0 6 ' 0 7 " E 30 5 . 3 8 ' S 89°25'36" E 502.35' S 89°46'05" W 1287.22 S 0°13'55" E 50.00 S 07°31'36" E 50.41' L = 7298.49' R = 1575.35' ∆ = S 17°14'30" E S 0 0 ° 0 2 ' 4 7 " W 5 2 0 . 2 9 ' L=45.65' S 89°46'05" W 99.76' N 00°13'55" W 50.00' NE CORNER PARCEL 'E' FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP #6586 SW CORNER OUTLOT 'YY' DRAINAGE & CONSERVATION EASEMENT SE CORNER PARCEL 'E' FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP SE CORNER LOT 1, NE CORNER OUTLOT 'YY' SW CORNER LOT 1 NW CORNER OUTLOT 'YY' DRAINAGE & CONSERVATION EASEMENT NE CORNER OUTLOT 'Z' COCHRANE FARM SUBDIVISION SW CORNER OUTLOT 'A' AUBURN TRAIL SUBDIVISION FIRST ADDITION NW CORNER OUTLOT 'A' AUBURN TRAIL SUBDIVISION FIRST ADDITION NE CORNER SE 1/4 SE 1/4 SEC. 21, T84N, R24W FOUND CUT 'X' HY D E A V E N U E - 6 6 ' R . O . W . UN I O N P A C I F I C R A I L R O A D - 1 0 0 ' R . O . W . FOUND 5/8" REBAR WITH ORANGE CAP #12265 SW CORNER SEC. 22-84-24 FOUND MAGNAIL SE CORNER OUTLOT 'A' AUBURN TRAIL SUBDIVISION FIRST ADDITION 100' INGRESS/EGRESS EASEMENT EXISTING STORM SEWER EASEMENT INST #14-07949 OUTLOT 'A' 68.187 ACRES 2,970,224 SQ FT OUTLOT YY 4.676 ACRES 203,695 SQ FT LOT 1 1.893 ACRES 82,476 SQ FT OUTLOT 'B' COCHRANE FARM SUBDIVISION OUTLOT 'A' COCHRANE FARM SUBDIVISION CR E S T M O O R A V E N U E WE L B E C K D R I V E BLOOMINGTON HEIGHTS WEST & TOWNHOMES LC WAY N E V M A A K WAY N E A & I R E N E R SHIR E M A N PEG G Y E L O W A R Y KEN N E T H M & L I N D A D MOR T V E D T JOD I C O R N E L L CHIA - Y U S H E N JUN E M N A S B Y GLE N D O N W & S H I R L E Y A KUIP E R T R U S T E E S RAN D A L L D & D E B O R A H L M I L L E R INE Z L E O N E C A R L S O N BER N A R D & J E A N N E KON E K FA Y E A K E L L E N TRU S T E E MAV I S A B U T L E R SAM Y G A M A L H A M A D BEN J A M I N L F R E K I N G MU H A M E D & S E H I Z A G R O S I C EBB Y S L U V A G A WA D E D F O R T U N E MI C H A E L C L I F F O R D A N D E R S O N JON A T H A N D & A M Y M PA R K E S REX A & R A C H E L L D E B R U I N ERIC K & L I N D S A Y I J O H N S E N WAY N E V M A A K NOR T H R I D G E H E I G H T S H O M E O W N E R ' S ASS O C I A T I O N ERIC & J A N E L L V A N G O R P JAS O N & J E S S I C A C R A W F O R D JON R & T R E S C I A L H E A C O C K ERBEN & MARGARET HUNZIKER APARTMENTS LLC ROS E P R A I R I E L L C ROS E P R A I R I E L L C LER O Y D & S U E A S T U R G E S ALL I S O N J E N E S S T R U S T E E MAR G O T B E N E S S CLA Y T O N T G R E G G GLE N D O R A M C L A R K AN I T A A K L O C K E DEB O R A H T R U S T E E LAN C A S T E R DAR R A S J O H N S O N REV T R U S T MAR G O T B E N E S S DRAINAGE & CONSERVATION EASEMENT SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 2 0 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 3 4 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR MY LICENSE RENEWAL DATE IS PAGES OR SHEETS COVERED BY THIS SEAL: REG. NO.DATE: I OWA I hereby certify that this land surveying document was prepared by me and the related field work was performed by me or under my direct personal supervision and that I am a duly licensed Land Surveyor under the laws of the State of Iowa LICENSED PROFESS IONAL LAND SURVEYOR EUGENE R. DREYER L.S. EUGENE R. DREYER 17535 THIS SHEET 17535 12/31/2026 PP.20 BOUNDARYFEETSCALE 0 100 200 HORZ. 209 TILDEN PARKWAY KENAI PL AC A D I A L A N E WE L B E C K D R RA I N E R W A Y GLACIER DRIVE CR E S T M O O R A V E 14 OUTLOT C 19 242321 20 18 81 76 22 78 77 79 80 82 84 176 17 16 15 98 99 88 97 175 177 86 85 83 OUTLOT G 96 119 OUTLOT F OUTLOT B 71 72 73 74 686970 67 66 5 4 3 2 6 9 7 8 1 65 64 63 62 61 13 313029282726 32 25 12 11 10 90 9594939291 89 101100 102 OUTLOT A 128 123124125126 129 130 131 132 134 135 139 109108107106105104103 33 36 35 34 178 136 122 114 138 140 121 120 110 148 171 172 164 163170 162169 161168 160167 159166 158165 157 174 137 173 127 144141 117 142 116 143 115 146 112 145 113 147 111 133 118 151 150 149 OU T L O T E 156 155 153 152 154OUTLOT D OU T L O T H DENALI LN 75 ALL WAY ALL WAY TI M E NO PA R K I N G AN Y TI M E NO PA R K I N G AN Y TI M E NO PA R K I N G AN Y TI M E NO PA R K I N G AN Y TI M E NO PA R K I N G AN Y TIME NO PARKING ANY TIME NO PARKING ANY TIME NO PARKING ANY TIME NO PARKING ANY TI M E NO PA R K I N G AN Y TIME NOPARKING ANY 55 3946 56 4047 49 57 4148 50 58 42 51 59 43 52 60 44 53 37 54 3845 PP.21 STREET SIGNAGE & PARKING SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 2 1 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 4 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR FEETSCALE 0 100 200 HORZ. R LEGEND NO PARKING ZONE 210 16234 27 /CC C E E C E E E C E E E CC 15024 23 /CC C EC D D D CE M M M 16212 23 /CC S H D D CLVT D D CLVT X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X XX XXXXXXXXXX X XXXXX X X X X X X X XXX C E G G l l l X X E X X X X X X X X X X XXXX l l l l X X X C CAPPED 8" SANITARY SEWER FL: 906.55 l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> E- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> D S E CC C S X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X XX XXXXXXXXXX X XXXXX X X X X X X X XXX C E G G l l l X X E X X X X X X X X X X XXXX l l l l X X X C E E E S S > > 95 5 95 5 95 5 95 5 95 5 96 0 96 0 960 96597 0 94 0 945 95095596 096 5 970 940 945 950 955 925 925 930 930 935 94 0 945 94 0 945 950 955 960 945 950 955 955 955 960 965 96 0 965 S 89°54'07" W 1312.19S 89°52'03" W 671.90 N 2 7 ° 5 2 ' 0 7 " W 8 5 4 . 3 8 L=533.77' N 89°46'05" E 1287.22 N 0 ° 1 3 ' 5 5 " W 5 0 . 0 0 N 89°46'05" E 1162.99 S 0 ° 1 3 ' 5 5 " E 5 0 . 0 0 N 89°46'05" E 99.76 S 0 ° 0 2 ' 4 7 " W 7 1 3 . 3 3 S 0 ° 0 2 ' 4 7 " W 0 . 0 0 S 0 ° 0 2 ' 4 7 " W 5 5 3 . 2 7 N 0 ° 0 2 ' 4 7 " E 5 2 0 . 2 9 S 89°38'41" E 113.42S 57° 4 8 ' 3 8 " E 1 1 6 . 9 3 L=100.63'L=45.65' S 0 ° 3 8 ' 3 8 " E 3 6 . 8 4 N 89°21'22" E 220.79 S 0 ° 0 6 ' 0 7 " W 3 0 5 . 3 8 N 89°25'36" W 502.35 N 7 ° 3 1 ' 0 6 " W 5 0 . 4 1 N 89°46'05" E 1293.62 CONNECTION TO HAYDEN'S PRESERVE CONNECTION TO HAYDEN'S PRESERVE NORTH STREET CONNECTION H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ F I G R - 1 2 3 0 8 2 - M A S T E R P L A N . d w g 3/ 4 / 2 0 2 6 3 : 5 3 : 4 9 P M R Auburn Trail Hunziker Land Development Figure 1: Master Plan March 2026 R FEETSCALE 0 150 300 HORZ. CO N N E C T I O N T O C R E S T M O O R A V E . CR E S T M O O R A V E . P U B L I C R . O . W . CO N N E C T I O N T O W E L B E C K D R . WE L B E C K D R . P U B L I C R . O . W . CONNECTION TO HYDE AVE. HYDE AVE. PUBLIC R.O.W. OPEN SPACE 12.61 ACRES OPEN SPACE: 2.06 ACRES OPEN SPACE 3.74 ACRES TOTAL AREA: 74.46 ACRES OPEN SPACE: 18.41 ACRES PROPOSED ROW: 12.88 ACRES NET AREA: 43.17 ACRES OWNER HUNZIKER LAND DEVELOPMENT CO. 105 S. 16TH ST. AMES, IOWA 50010 APPLICANT HUNZIKER LAND DEVELOPMENT CO. 105 S. 16TH ST. AMES, IOWA 50010 LEGAL DESCRIPTION OUTLOT ‘A’ AND OUTLOT ‘YY’ OF AUBURN TRAIL SUBDIVISION, FIRST ADDITION, AND ALSO, OUTLOT ‘A’ AND OUTLOT ‘B’ OF COCHRANE FARM SUBDIVISION, ALL IN THE CITY OF AMES, STORY COUNTY, IOWA PREPARED BY BOLTON & MENK 1519 BALTIMORE DRIVE AMES, IA 50010 SUBMITTAL DATE FEBRUARY 2026 EXISTING ZONING: "A" (AGRICULTURAL ZONE) PROPOSED: "FS-RL" (SUBURBAN RESIDENTIAL ZONE RESIDENTIAL LOW DENSITY) (ENTIRE SITE) LEGEND COLOR USE ZONING DEVELOPABLE ACRES SINGLE FAMILY ATTACHED/DETACHED FS-RL AREA 56.05 AC DWELLING UNITS 155-190 DENSITY 3.75-4.40 HY D E A V E N U E WE L B E C K D R SINGLE-FAMILY ATTACHED/DETACHED DEVELOPABLE ACRES: 55.11 OP E N S P A C E OP E N S P A C E OPEN SPACE DETENTION AND BUFFERS FS-RL 18.41 AC NA NA CR E S T M O O R A V E . EXISTING STREAM EXISTING CELL TOWER CONNECTION TO SHARED USE PATH COLLECTOR STREET WITH SHARED USE PATH SHARED USE PATH DEVELOPABLE ACRES: .94 ACRES 211 H Y D E A V E WES T L AW N D R WELBECKDR BRICKMAN AVE EISENHOWER AVE EIS ENHOWERLN CRESTMOORAVE L A K E S IDEDR BA L L E N T I N E D R HARRISON RD BERKSHIRE AVE EISENHOWER CT ABERDEEN DR LAURE L S T WEST W IND DRWESTONDR D A N B U RY R D Location Map 0 0.07 0.140.04 Miles IN T E R S T A T E 3 5 LINCOLN 24TH 13THONTARIO INTERSTATE 35 D A Y T O N ST A N G E U N I V E R S I T Y 16TH GEORGEW CARVER SO U T H DA K O T A AIRPORTHY L A N D LINCOLN WAY ¯Legend Subject Properties Parcels 4605 Hyde 4510 Hyde Outlot A Outlot B 212 RN-3 RN-2 RN-2 NC-MU OSPark RN-4 RN-3 RN-3 OS RN-3 H Y D E A V E WES T L AW N D R WELBECK DR BRICKMANAVE E ISENHOWERLN CRESTMOORAVE L A K E S IDEDR BA L L E N T I N E D R HARRISON RD ABERDEEN DR LAURE L S T WEST W IND DRWESTONDR D A N B U RY RD Future Land Use Map 0 0.07 0.140.04 Miles IN T E R S T A T E 3 5 LINCOLN 24TH 13THONTARIO INTERSTATE 35 D A Y T O N ST A N G E U N I V E R S I T Y 16TH GEORGEW CARVER SO U T H DA K O T A AIRPORTHY L A N D LINCOLN WAY ¯Legend Subject Properties Parcels Ames Plan 2040 Future Land Use Designations Residential Neighborhood 2 - Established (RN-2) Residential Neighborhood 3 - Expansion (RN-3) Residential Neighborhood 4 - Village (RN-4) Neighborhood Core - Mixed Use (NC MU) Park/Recreation Open Space 4605 Hyde 4510 Hyde Outlot A Outlot B 213 P L A N E L E M E N T S G R O W T H & L A N D U S E 55 A M E S P L A N 2 0 4 0 Residential Neighborhood 3 (RN-3: Expansion) »Contemporary but diverse development options in planned expansion areas of the city, known as FS zoned areas. Originally envisioned in the 1997 LUPP as “villages” and residential subdivisions. » Primarily residential and largely single- family at low and medium densities. Some medium-density apartment developments. »Conventional suburban lot sizes in subdivisions. »Limited or no transit access. »Access to private green space, internal paths, and trails is often included in development design. Includes storm water detention features within developments. » Curvilinear street networks, minimizing cul-de-sacs,but somewhat limited connectivity at times. » Common pattern of automobile-oriented design with front-loaded garages. »Includes small commercial nodes. LAND USE: CATEGORIES DEVELOPMENT GUIDELINES »Flexible lot size design standards for diverse housing types, including architectural character, environmental, and open space factors in design decisions. »Higher residential densities (attached, townhomes, small multi-unit buildings) on avenues, boulevards, and mixed use avenues, and other streets with significant bicycle and potential transit routes; and within master planned projects. »Street, sidewalk, and trail connectivity. » New development requires neighborhood and community parks. See also Parks, Trails, & Greenways Element. »Plan to accommodate transit extensions into developing areas by design and density levels. » Allow common accessory functions, places of worship, and parks. »Apply minimum density standards to new development, single-family 3.75 du/A, medium-density minimum density 10.0 du/A, cores and high-density areas have higher intensity and densities than medium density. PUBLIC ACTIONS »Review and modify zoning and subdivision regulations to address intended range of uses and design standards. » Permit accessory dwelling units with lot size and design standards. »Extend trail network into growth areas. »Support transit extensions to serviceable areas. » Use the Capital Improvements Program to plan for extension of major road, water, sewer infrastructure. Consider use of development agreements, connection districts, and assessments to help facilitate extensions. GOALS »Wide range of housing types and price points, need to incorporate attainably priced owner-occupied housing. » Planned development of neighborhood cores, with higher density, linkages to single-family areas, and neighborhood services. »High level of internal connectivity and planned street linkages to surrounding developments. »Use Complete Street concepts with development. Include active transportation linkages. Provide safe access for all to neighborhood cores and activity areas. »Target minimum gross density in major new development areas of 6 units per acre. APPL ICABLE EXISTING ZONING CATEGORIES »FS-RL Suburban Residential Low-Density »FS-RM Suburban Residential Medium-Density »F-PRD Planned Residence District »PUD Planned Unit Development Overlay District »RLP Residential Low-Density Park » Over time, RN-3 development areas will begin to age and have needs similar to RN-1 and RN-2. 214 ITEM #:40 DATE:04-28-26 DEPT:P&H SUBJECT:PROPOSALS TO PURCHASE SINGLE-FAMILY MARKET-RATE LOTS IN BAKER SUBDIVISION COUNCIL ACTION FORM BACKGROUND: The Baker Subdivision was a project initiated by the City to create a mix of market rate and affordable housing. The subdivision includes 26 lots for single-family home development, of which 14 lots are for affordable (Low and Moderate Income or LMI) housing and 12 lots are for market rate housing. To date, the development of the southern portion of the subdivision has been completed, with 8 of the 14 LMI lots being sold to Habitat for Humanity along Wilmoth Ave. The City is now ready to proceed with with additional construction for the 18 remaining lots on the north portion of the subdivision. Of the remaining 18 lots, 6 are LMI, and 12 are market-rate. At the February 24, 2026, City Council meeting, City Council approved a Request for Proposals (RFP) to sell up to 6 of the 12 market-rate lots in 2026. Additionally lots are planned to be sold in 2027 to manage program income to the CDBG program. The following nine lots were identified to make available, from which the successful developer(s) would select six to develop: 9, 13, 14, 16, 17, 21, 22, 23, and 26. The RFP was designed to evaluate the general character of a proposed house for each lot, quantity and timing of the lot purchase(s) prior to October 1, and the "value" or offered purchase price per lot. Construction on the purchased lots will be by private parties, not the City. The RFP process would allow for an individual or a builder to make a proposal to buy a lot(s), subject to meeting the minimum requirements of the RFP. City Council would ultimately select the proposal(s) that best meet the interests of the City for the construction of market- rate housing that is consistent with the character of the area and meeting the financial interests of the City for the sale of the lots as program income for the CDBG program. The full RFP is attached. RESPONSES RECEIVED: On March 9, 2026, staff issued the RFP. On March 31, 2026, the City received two proposals (See attached summaries): 1. Genesis Homes 2. Keystone Equity Group Staff created a proposal review committee that consisted of members from Planning, Housing, Public Works, and Inspections. Each member reviewed and scored the proposals individually and then met to compare notes and scores. From there, the team interviewed each developer with follow-up questions before finalizing scoring. The RFP was designed to evaluate proposals on a lot-by-lot basis to allow for consideration of 215 smaller bidders and larger bidders. In this case, both proposals bid on 6 lots, of which there were overlapping bids on three of the lots. However, both proposals indicated they are for the purchase of no fewer than six lots and neither indicated an interest in being awarded less than six lots. Because of this, the proposals can be considered as a package and not six individual lot proposals. The evaluation scored proposals seeking to buy more than one lot and for the completing the purchase by October 1. The Genesis proposal is to close on three lots by July 1 and the second set of lots no later than October 1. Keystone Equities proposed to close on all six lots by October 1. Keystone plans to apply for state Workforce Housing Tax Credits in June and plan to await a notice of award before proceeding. However, the Keystone offer is not contingent on state approval of tax credits. Additionally, staff evaluated the proposed "value" of the proposed purchase price compared to the minimum price indicated in the RFP. The RFP set minimum lot sales prices that staff had proposed based upon a distribution of development costs on a square footage basis. The Genesis proposal did not propose to purchase the lots for the minimum price stated in the RFP and instead offered a lump sum bid of $300,000 for the six lots. According to the minimum prices established for the specific lots chosen by Genesis, staff calculates that Genesis' total minimum offer should have been $368,377. Genesis chose to bid on some of the smaller and larger lots. The proposal could be determined to be non-responsive because of this, but staff instead rated the offer with lower points relative to the minimum prices. Follow up with Genesis indicated that they looked at the lots as a group and not individually and believed that regardless of lot size, the house cost would be the similar and their offer of $50,000 per lot was similar to their experiences in other areas. Although a higher price could be paid for the lots with assumed higher sales prices for the homes, they did not adjust the proposal to consider higher sales prices. The Keystone proposal met or exceeded the minimum sales prices per lot. Keystone focused on the smaller lots with lower pricing compared to Genesis. The Keystone proposal is $330,825 for six lots, which is a premium of $3,423 compared to the minimum lot prices. SCORES: Each developer included example house elevations. Both developers showed plans for complete buildout of the basement with additional rooms, however, both indicated the basement would be unfinished unless the buyer asked for the upgrade during construction. All of the designs appear to meet all minimum covenant requirements for size and configuration. The Keystone proposal include a mix of one and two-story homes, two floor plans with three different exterior elevations. The evaluation team scored the combined housing design and lot scores at an total of 971 out of 1320 points. Individual lot and buildings scores ranged from 152 to 171 points. Pricing was evaluated separately. During follow up, staff requested additional options for the single-story home option, especially for the "modern" design. The two story options included more of the design details identified in the RFP than the single story homes. The single story homes have a recess entry that did not score highly during the review. The builder supplied an enhanced higher cost farmhouse style 216 option with a full porch as a a potential substitute the one story modern design, which was scored higher than the original design. This enhanced home design for Lot 26 is assumed by the scoring team to be part of the proposal. The Genesis proposal also included a mix of one and two story homes. The overall home designs scored well, with one two-story option, Eastham, having lower scores due to it including a minimal number of the design features listed in the RFP, including a very prominent garage design with a set back entrance. As noted earlier, Genesis likely could substitute other designs if desired. The evaluation team scored the combined housing design and lot scores at an total of 1044 out of 1320 points. Individual lot and buildings scores ranged from 149 to 192 points. Following the inclusion of the scoring for cost, the Keystone proposal was scored cumulatively by the team at 1452 compared to 1436 for Genesis. The differential in overall scores is mostly because of the lower purchase price offer of Genesis compared to Keystone. ALTERNATIVES: 1. Adopt a resolution to approve the proposal for the sale of six (6) market-rate lots available within the Baker Subdivision to Keystone Equity Group and set a date of hearing for purchase agreements on May 26 and any other agreements needed related to staff approval of house design for each lot prior to construction. The purchase agreement shall require an earnest deposit of 5% of the lot purchase price. (Note if City Council selects this Alternative, Keystone requests a letter of support for the project as required for the Workforce Housing Tax Credit program to be approved on May 26 as well, however the proposal is not contingent on tax credits) 2. Adopt a resolution to approve the proposal for the sale of six (6) market-rate lots available within the Baker Subdivision to Genesis Homes and set a date of hearing for purchase agreements on May 26 and any other agreements needed related to staff approval of house design for each lot prior to construction. The purchase agreement shall require an earnest deposit of 5% of the lot purchase price. 3. Direct staff to negotiate further with one or both developers regarding the combination of lots to be sold or other features of the proposal and return on May 12th. 4. Reject all proposals and direct staff to modify the RFP scoring criteria and other parameters to immediately solicit for new proposals, potentially allowing for the sale of all 12 remaining lots with staggered closings into the spring of 2027. CITY MANAGER'S RECOMMENDED ACTION: The evaluation team found the proposals to be competitive overall with differences in the details provided with each proposal. Each builder's proposal has home designs that included many features identified within the RFP and some building elevations that could be modified if desired. Staff believes that for either developer, that final selection of house design and elevations should be subject to staff review to confirm consistency with the proposal. Based upon the combined evaluation of design and cost, the Keystone proposal was scored cumulatively by the team at 1452 compared to 1436 for Genesis. 217 The RFP process was designed to generate proposals that ultimately allowed for Council to determine the best balance of home design and financial benefit to the City. Staff believes the proposed home designs from each proposer are ultimately acceptable. Although there are differences in the timing of closing, both proposals meet the requirements in the RFP. The RFP did intend to establish a competitive market price by identifying minimum lots sale prices. If the City Council finds Keystone's combination of the higher sales price and housing types fit the needs of the City as described in the RFP, then it is the recommendation of the City Manager that the City Council approve Alternative #1 and proceed with an agreement with Keystone Equity Group. If the City Council believes Genesis' proposed housing types better fit the needs of the City as described in the RFP, then it is the recommendation of the City Manager that the City Council approve Alternative No. 2 and proceed with an agreement with Genesis Homes. ATTACHMENT(S): Genesis Homes Proposal Summary Keystone Equity Group Proposal Summary RFP 2026-089 Sale of Market Rate Lots-Baker Subdivision 218 2026-089 Genesis Homes Inc Supplier Response Event Information Number:2026-089 Title:Sale of Single-Family Market Rate Lot in Baker Subdivision Type:Request for Proposal Issue Date:2/27/2026 Deadline:3/31/2026 02:00 PM (CT) Notes:The City of Ames, Iowa, is seeking Request for Proposals (RFP) from Buyers with qualified, experienced single-family housing developers/builder(s) interested in the purchase of single-family lot(s) to construct single-family homes within the City-owned Baker Subdivision in West Ames (former Ames Middle School site). This subdivision is located in the City’s first Neighborhood Revitalization Strategy Area (NRSA), which allows for flexibility in the development of mixed-income housing units. Additionally, as a unique opportunity, this subdivision represents the City’s first geothermal residential development to address the City’s goals for creating more sustainable environments. Ames, like many communities across America, has a continuing need for more affordable housing for both low- and moderate-income and higher-income households. Using its Community Development Block Grant (CDBG) funding, the City of Ames purchased this 10+ acre infill site for the sole purpose of creating mixed-income housing options for the community. The area south of Tripp Street within this subdivision has been developed with both single-family homeownership units and multi- family townhome rental units. The area north of Tripp Street is now being made available to build single-family homes for market-rate homebuyers. Vendor: Genesis Homes Inc 2026-089Page 1 of 6 pages 219 The interested Buyer may select to submit proposals to purchase between 1 to 6 of the following available Lots 9, 13, 14, 16, 17, 21, 22, 23, and 26 (see map included). A maximum of 6 total lots, regardless of the number of proposals received, are anticipated to be sold in 2026. The preferred method is to submit proposals in AmesBids at amesbids.ionwave.net in the format required, included with these proposal documents with all prices and requested data properly filled in, prior to the time and date proposals are due. If technical issues occur while submitting the proposal, contact the Purchasing Manager for the proposal and determine an alternate method to receive the proposal. Failure to submit the required information may deem the proposal non-responsive. The proposal shall include acknowledgement of receipt of all addenda. Addenda numbers shall be filled in the proposal response. PROPOSALS will be accepted by the City of Ames until 2:00 PM Local Time on March 31, 2026. Proposals are to be submitted via AmesBids. Once proposals have been thoroughly evaluated, the winning proposal will be presented to the approving authority for action thereon. A Pre-Proposal Meeting will be held on Tuesday, March 10, 2026 from 1:00-2:30 PM at Ames City Hall, Conference Room 235, 515 Clark Ave, Ames, IA to address any questions you may have regarding the Sale of up to (6) Single-Family Market Rate Lots in the Baker Subdivision, Ames, Iowa. Questions and requests for clarification of requirements for these services are encouraged. All questions and requests for clarification are to be submitted via AmesBids no later than 2:00 PM local time on March 24, 2026. The City of Ames Purchasing Division is the only authorized source of proposal documents. Proposal documents obtained from any other source may be incomplete. It is expressly understood that any costs associated with preparing a proposal shall be at the expense of the Developer. The City of Ames does hereby reserve the right to reject any or all proposals, to waive informalities, and to make such awards as it shall deem to be in the best interest of the City. Contact Information Contact:Karen Server Purchasing Manager Address:Finance Vendor: Genesis Homes Inc 2026-089Page 2 of 6 pages 220 City Hall 515 Clark Ave PO Box 811 Ames, IA 50010 Phone:(515) 239-5127 Email:karen.server@cityofames.org Vendor: Genesis Homes Inc 2026-089Page 3 of 6 pages 221 Genesis Homes Inc Information Contact:Dan Sparks Address:750 SE Alices Rd Waukee, IA 50263 Phone:(515) 418-8342 Email:dsparks@destinyhomesusa.com Web Address:www.buydestinyhomes.com The undersigned bidder certifies that this bid is made in good faith without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this bid is made in conformity with the contract documents and agrees that, in the event of any discrepancies or differences between any conditions of this bid and the contract documents prepared by the City of Ames, Iowa, the provisions of the latter shall prevail. Dan Sparks dsparks@destinyhomesusa.com Signature Email Submitted at 3/18/2026 03:04:16 PM (CT) Requested Attachments Proposal Submission Proposal Letter.pdf Submit the Buyer's proposal detailing the Buyer's description of the project readiness and experience, preference of lots, and proposed housing type(s) for design intent per Section VI. Submittal Requirements for the Sale of Single- Family Market Rate Lot(s) in Baker Subdivision, Ames, Iowa. Response Attachments Charleston - Elevation C - 2 Car - GL - FINISHED.jpg Charleston Elevation Eastham IV Plan - Elev. A - 2 Car - Front Elevation (1).jpg Eashham IV A elevation Eastham IV Plan - Elev. B - 2 Car - Front Elevation - FINISHED (1).jpg Eastham IV B elevation PORTLAND - ELEV. A - 2 CAR - FRONT ELEVATION (1).jpg Portland Elevation Sahara Plan - Elev. A - 2 Car - GL.jpg Sahara Elevation 061923 - Hansbury Plan - Elevation A -Basement - 2 Car - GL.jpg Hansbury Elevation Plat Map-Lot Choice.pdf Plat Map-Lot Choice Warranty_Book_Full.pdf Warranty Booklet Vendor: Genesis Homes Inc 2026-089Page 4 of 6 pages 222 Bid Attributes 1 Read and Acknowledge the City's Condition of Sale, Terms and Conditions Buyer has read and acknowledges the City's condition of sale, terms and conditions as outlined in Request for Proposal No. 2026-089. Yes Bid Lines 1 BID FORM The interested Buyer may select to submit proposals to purchase between 1 to 6 of the following available Lots 9, 13, 14, 16, 17, 21, 22, 23, and 26 (see map). A maximum of 6 total lots, regardless of the number of proposals received, are anticipated to be sold in 2026. 2 Provide a cost for the purchase of land for Lot 9 in the Baker Subdivision, Ames, IA. Quantity:1 No Bid Item Notes:Minimum Purchase Price is $53,650 3 Provide a cost for the purchase of land for Lot 13 in the Baker Subdivision, Ames, IA. No Bid Item Notes:Minimum Purchase Price is $51,725 4 Provide a cost for the purchase of land for Lot 14 in the Baker Subdivision, Ames, IA. No Bid Item Notes:Minimum Purchase Price is $56,000 5 Provide a cost for the purchase of land for Lot 16 in the Baker Subdivision, Ames, IA. Lump Sum:$50,000.00 Total:$50,000.00 Item Notes:Minimum Purchase Price is $54,250 Supplier Notes:Contingent on purchase of full purchase of 6 lots. 3 lots to close July 1st, 2026 and 3 to close Oct. 1, 2026 6 Provide a cost for the purchase of land for Lot 17 in the Baker Subdivision, Ames, IA. Lump Sum:$50,000.00 Total:$50,000.00 Item Notes:Minimum Purchase Price is $74,600 Supplier Notes:Contingent on purchase of full purchase of 6 lots. 3 lots to close July 1st, 2026 and 3 to close Oct. 1, 2026 7 Provide a cost for the purchase of land for Lot 21 in the Baker Subdivision, Ames, IA. Lump Sum:$50,000.00 Total:$50,000.00 Item Notes:Minimum Purchase Price is $61,250 Supplier Notes:Contingent on purchase of full purchase of 6 lots. 3 lots to close July 1st, 2026 and 3 to close Oct. 1, 2026 Vendor: Genesis Homes Inc 2026-089Page 5 of 6 pages 223 8 Provide a cost for the purchase of land for Lot 22 in the Baker Subdivision, Ames, IA. Lump Sum:$50,000.00 Total:$50,000.00 Item Notes:Minimum Purchase Price is $66,500 Supplier Notes:Contingent on purchase of full purchase of 6 lots. 3 lots to close July 1st, 2026 and 3 to close Oct. 1, 2026 9 Provide a cost for the purchase of land for Lot 23 in the Baker Subdivision, Ames, IA. Lump Sum:$50,000.00 Total:$50,000.00 Item Notes:Minimum Purchase Price is $52,852 Supplier Notes:Contingent on purchase of full purchase of 6 lots. 3 lots to close July 1st, 2026 and 3 to close Oct. 1, 2026 1 0 Provide a cost for the purchase of land for Lot 26 in the Baker Subdivision, Ames, IA. Lump Sum:$50,000.00 Total:$50,000.00 Item Notes:Minimum Purchase Price is $58,925 Supplier Notes:Contingent on purchase of full purchase of 6 lots. 3 lots to close July 1st, 2026 and 3 to close Oct. 1, 2026 Response Total: $300,000.00 Vendor: Genesis Homes Inc 2026-089Page 6 of 6 pages 224 Genesis Homes Inc 750 SE Alices Rd, Waukee IA 515-216-1015 dsparks@destinyhomesusa.com To whom it concerns, We are proposing to purchase 6 lots in the Baker Subdivision to build Market Rate housing to fit the needs of the surrounding community. Our proposal is to purchase lots 16, 17, 21, 22, 23 & 26 at a flat rate of $50,000 per lot for a total of $300,000. Proposed takedown of the lots are 3 on 7/1/26 and 3 on 10/1/26. Upon closing of each lot, we will initiate construction of each Single- Family home and complete construction within 120 days. We work directly with local real estate agents to market and secure buyers for each home. Additionally, each home will come with a 2/5/10 year warranty(attached), registered directly to the buyer of the home. Genesis Homes Inc. builds on average 200 homes per year through out central Iowa and currently average 15-20 homes per year in Ames directly. 3/18/26 Respectfully, Dan Sparks, Owner & President 225 226 227 228 229 230 231 232 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA 10 YEAR WRITTEN WARRANTY FOR NEW HOMES THE LIMITED WARRANTY Insurer: Western Pacific Mutual Insurance Company, A Risk Retention Group For your Limited Warranty to be in effect, you should receive the following documentation: Limited Warranty #319 • Application For Warranty form #316 (Refer to I.B.3. for applicability) • Warranty Confirmation This Limited Warranty does not cover consequential or incidental damages. The Warrantor’s total aggregate liability of this Limited Warranty is limited to the Final Sales Price listed on the Application For Warranty form. The Builder makes no housing merchant implied warranty or any other warranties, express or implied, in connection with the attached sales contract or the warranted Home, and all such warranties are excluded, except as expressly provided in this Limited Warranty. There are no warranties which extend beyond the face of this Limited Warranty. Some states do not allow the exclusion or limitation of incidental or consequential damages by the Builder so all of the limitations or exclusions of this Limited Warranty may not apply to you. 10 Year New Home Warranties Warranty Confirmation Your Warranty consists of your Limited Warranty book and your Warranty Confirmation. AFTER 60 days from your closing, you may obtain your Warranty Confirmation at confirm.rwcwarranty.com. You do not have a warranty without the Warranty Confirmation. If you do not have access to the Internet, please contact the plan Administrator to obtain your Limited Warranty book and Warranty Confirmation. 233 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA Section I. Definitions ............................................1 Section II. The Limited Warranty ...........................3 Section III. Warranty Standards ..............................8 Section IV. Requesting Warranty Performance ....21 Section V. Addenda .............................................24 A. Newark, Delaware B. State of New York C. State of Indiana D. HUD (Applicable to VA/FHA financed homes only) E. Maryland Addendum page i Residential Warranty Company, LLC 5300 Derry Street, Harrisburg, PA 17111 717-561-4480 RESIDENTIAL WARRANTY COMPANY, LLC TABLE OF CONTENTSDear Home Buyer, Congratulations on the purchase of your new Home. This is probably one of the largest, most important investments you’ve ever made and we wish you many years of enjoyment. You’ve chosen a Home built by a leading Builder which includes the RWC Limited Warranty, assurance that your investment is well pro- tected. This book explains the Limited Warranty in its entirety, and we encourage you to take time to READ IT CAREFULLY. This Limited Warranty provides you with protection in accordance with this warranty book for ten full years of Home ownership. During the first two years, your Builder is responsible for specified warranty obliga- tions. In the unlikely event your Builder is unable or unwilling to perform, the Warranty is provided subject to the conditions, terms and exclusions listed. For the remaining eight years, your Warranty applies to Major Structural Defects as defined in this book. This is not a warranty service contract, but a written ten year limited warranty which your Builder has elected to provide with your Home. Take time now to read this book. Familiarize yourself with the Warranty and its limitations. Contact your Builder regarding specific construction standards and how they apply to your Home. Again, congratulations and enjoy your new Home! Very truly yours, Residential Warranty Company, LLC 234 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA DEFINITIONS A. Introduction To help you better understand your Limited War- ranty, refer to the following list of definitions which apply in this book. B. Definitions* 1. Administrator Residential Warranty Company, LLC (RWC) is the Administrator of this Limited Warranty. RWC is neither Warrantor nor Insurer. 2. Appliances and Items of Equipment, in- cluding Attachments and Appurtenances Water heaters, pumps, stoves, refrigerators, compactors, garbage disposals, ranges, dishwashers, washers and dryers, bathtubs, sinks, commodes, faucets, light fixtures, switches, outlets, thermostats, furnaces and oil tanks, humidifiers, oil purifiers, air conditioning materials, in-house sprinkler systems and similar items. 3. Application For Warranty The form signed at closing by you, the Pur- chaser, and your Builder which identifies the location, the Effective Date Of Warranty and the Final Sales Price of the enrolled Home. If the Builder is participating in the RWC electronic enrollment process, the Applica- tion for Warranty form is eliminated. This information will be included on your War- ranty Confirmation. 4. Arbitrator The person appointed by the independent arbitration service to resolve an Unresolved Warranty Issue. 5. Builder The person, corporation, partnership or other entity which participates in the RWC Limited Warranty Program and has ob- tained this Limited Warranty for you. 6. Consequential Damages All consequential damages including, but not limited to, damage to the Home that is caused by a warranted Defect but is not itself a warranted Defect and costs of shel- ter, transportation, food, moving, storage or other incidental expenses related to reloca- tion during repairs. 7. Cooling, Ventilating and Heating Systems Al l ductwork, refrigerant lines, steam and water pipes, registers, convectors and dampers. 8. Defect A condition of any item warranted by this Limited Warranty which exceeds the al- lowable tolerance specified in this Limited Warranty. Failure to complete construction of the Home or any portion of the Home, in whole or in part, is not considered a Defect. 9. Effective Date Of Warranty The date coverage begins as specified on the Application for Warranty form or on your Warranty Confirmation if your Builder is participating in the electronic enrollment process.* 10. Electrical Systems All wiring, electrical boxes and connec- tions up to the house side of the meter base. 11. Home The single family dwelling, identified on the Application For Warranty form, which may be a townhome, condominium or du- plex. 12. Insurer Western Pacific Mutual Insurance Com- pany, a Risk Retention Group (WPMIC), located at 9265 Madras Ct, Littleton, CO 80130, phone: 303-263-0311. (Refer to Section IV. for instructions on requesting warranty performance.) 13. Limited Warranty The terms and conditions contained in this book including any applicable addenda. *FHA/VA Homeowners, refer to HUD Addendum, Section V.D. I.SECTION page 1 235 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA 14. Major Structural Defects (MSD) All of the following conditions must be met to constitute a Major Structural Defect:* a. actual physical damage to one or more of the following specified load-bearing components of the Home; b. causing the failure of the specific major structural components; and c. which affects its load-bearing function to the degree that it materially affects the physical safety of the occupants of the Home. Load-bearing components of the Home deemed to have MSD potential: (1) roof framing members (rafters and trusses); (2) floor framing members (joists and trusses); (3) bearing walls; (4) columns; (5) lintels (other than lintels supporting veneers); (6) girders; (7) load-bearing beams; and (8) foundation systems and footings. Examples of non-load-bearing elements deemed not to have Major Structural Defect potential: (1) non-load-bearing partitions and walls; (2) wall tile or paper, etc.; (3) plaster, laths or drywall; (4) flooring and subflooring material; (5) brick, stucco, stone, veneer, or exterior wall sheathing; (6) any type of exterior siding; (7) roof shingles, sheathing* and tar paper; (8) Heating, Cooling, Ventilating, Plumbing, Electrical and mechanical systems; (9) Appliances, fixtures or Items of Equipment; and (10) doors, windows, trim, cabinets, hardware, insulation, paint and stains. 15. Owner See Purchaser. 16. Plumbing Systems All pipes located within the Home and their fittings, including gas supply lines and vent pipes. 17. Purchaser You. The Purchaser includes the first buyer of the warranted Home and any and all sub- sequent Owners who take title within the warranty period. 18. Residence See Home. 19. Sewage Disposal System (Private or Public) This system includes, but is not limited to, all waste, drainage, sewer pipes and lines, cleanouts, tanks, pumps, drainfields and seepage pits, outside and beyond the exte- rior wall of the Home. 20. Structurally Attached An integral part of the Home being structur- ally supported by footings, block walls or reinforced concrete and connected to the foundation of the Home. 21. Unresolved Warranty Issue All requests for warranty performance, demands, disputes, controversies and dif- ferences that may arise between the parties to this Limited Warranty that cannot be resolved among the parties. An Unresolved Warranty Issue may be a disagreement re- garding: a. the coverages in this Limited Warranty; b. an action performed or to be performed by any party pursuant to this Limited Warranty; c. the cost to repair or replace any item covered by this Limited Warranty. 22. Warrantor Your Builder in Years 1 and 2; the Insurer in Years 3 through 10 and in Years 1 and 2 if your Builder defaults. 23. Warranty Confirmation The document you obtain by going to confirm.rwcwarranty.com and then follow-ing the directions to validate your warranty. It includes your Validation Number, Effec-tive Date of Warranty, Term of Coverage and applicable Addenda. 24. Water Supply System (Private or Public) This system includes, but is not limited to, all supply and distribution pipes, fittings, valves, pumps and wells, outside the exte- rior wall of the Home, which supply water to the Home. *FHA/VA Homeowners, refer to HUD Addendum, Section V.D. DEFINITIONS I. SECTION page 2 236 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA II. SECTION THE LIMITED WARRANTY page 3 A. Introduction to the Limited Warranty 1. This book provides specific details, condi- tions and limitations of the Limited Warranty including procedures for requesting warranty performance and for binding arbitration, in accordance with the procedures of the Federal Arbitration Act. Additional information may be received by calling RWC at 717-561-4480. Read this document in its entirety to under- stand the protection it affords, the exclusions applicable to it, the Warranty Standards which determine its interpretations and operation and your responsibilities. 2. This is NOT an insurance policy, a mainte- nance agreement or a service contract. It is an explanation of what you, the Purchaser, can expect from this Limited Warranty. 3. Appliances and Equipment included in the Home are not warranted under this Lim- ited Warranty, but may be covered by separate warranties provided by the manufacturer or supplier. These warranties are passed on to you by your Builder at closing and are sepa- rate from this Limited Warranty. 4. You are responsible for maintenance of your new Home. General and preventative mainte- nance are required to prolong the life of your new Home. 5. This Limited Warranty is automatically transferred to subsequent Owners during the ten-year term of this Limited Warranty, except in the case of a foreclosure that voids the war- ranty as provided in Section II.A.6.* 6. This Limited Warranty becomes void and all obligations on the part of Warrantor cease as of the date an Owner vacates the Home due to foreclosure proceedings.* 7. This Limited Warranty is subject to changes required by various regulating bodies. FHA and VA, as well as some local agencies have mandated the additions noted in the Addenda Section of this Limited Warranty book. Nota- tions throughout indicate where the Addenda apply. B. The Limited Warranty 1. Actions taken to cure Defects will NOT extend the periods of specified coverages in this Limited Warranty. 2. Only warranted elements which are specifi- cally designated in the Warranty Standards are covered by this Limited Warranty. 3. The Warrantor has the choice to repair, replace or pay the reasonable cost to repair or replace warranted items which do not meet Warranty Standards and are not excluded in the Limited Warranty. 4. If a warranted MSD occurs during the ap- propriate coverage period, and is reported as required in Section IV., the Warrantor will repair, replace or pay you the reasonable cost to repair or replace the warranted MSD, limited to actions necessary to restore the MSD to its load-bearing capacity. C. Warranty Coverage* 1. ONE YEAR COVERAGE: Your Builder warrants that for a period of one (1) year after the Effective Date Of Warranty, warranted items will function and operate as presented in the Warranty Standards of Year 1, Section III.A. Coverage is ONLY available where spe- cific Standards and Actions are represented in this Limited Warranty.* 2. TWO YEAR COVERAGE: Your Builder warrants that for a period of two (2) years from the Effective Date Of Warranty, specified portions of the Heating, Cooling, Ventilating, Electrical and Plumbing Systems, as defined in this Limited Warranty, will function and oper- ate as presented in the Warranty Standards of Years 1 and 2 only, Section III.B.‡ 3. TEN YEAR COVERAGE: Major Structural Defects (MSD) are warranted for ten (10) years from the Effective Date Of Warranty. Your Builder is the Warrantor during Years 1 and 2 of this Limited Warranty and the Insurer is the Warrantor in Years 3 through 10. 4. C ONDOMINIUM COVERAGE : This Limited Warranty shall only apply to warranted common elements. Warranted common elements are those portions of the defined Electrical, Heating, Ventilating, Cooling, Plumbing and structural Systems *FHA/VA Homeowners, refer to HUD Addendum, Section V.D. ‡Homeowners in Indiana, refer to State of Indiana Addendum, Section V.C.237 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA *FHA/VA Homeowners, refer to HUD Addendum, Section V.D. which serve two (2) or more residential units, and are contained wholly within a residential structure. Warranty coverage for common elements shall be for the same periods and to the same extent as similar or comparable items in individual residential units. Examples of common elements which are covered by this Limited Warranty are hallways, meeting rooms and other spaces wholly within the residential structure des- ignated for the use of two (2) or more units. Examples of common elements which are not covered under this Limited Warranty are club houses, recreational buildings and facilities, exterior structures, exterior walk- ways, decks, balconies, arches or any other non-residential structure which is part of the condominium.* D. Conditions* 1. This Limited Warranty provides coverage only in excess of coverage provided by other warran- ties or insurance, whether collectible or not. 2. T his Limited Warranty is binding on the Builder and you and your heirs, executors, ad- ministrators, successors and assigns. 3. This Limited Warranty shall be interpreted and enforced in accordance with the laws of the state in which the Home is located. 4. This Limited Warranty is separate and apart from your contract and/or other sales agree- ments with your Builder. It cannot be affected, altered or amended in any way by any other agreement which you may have. 5. This Limited Warranty cannot be modified, altered or amended in any way except by a formal written instrument signed by you, your Builder and the Administrator. 6. If any provision of this Limited Warranty is determined by a court of competent jurisdiction to be unenforceable, that determination will not affect the validity of the remaining provisions. 7. All notices required under this Limited War- ranty must be in writing and sent by email or certified mail, return receipt requested. If you send your written notice by email, your written notice must be sent to warranty.resolution@ rwcwarranty.com. The written notice will not be considered received without a valid confirma- tion of receipt number. If you do not receive a confirmation of receipt number within 48 hours of emailing your written notice, contact RWC by calling 717-561-4480 and request to speak with the Warranty Resolution Department's Customer Service. If sending your written no- tice by certified mail, return receipt requested, it must be postage prepaid, to the recipient's address shown on the Application for Warranty form, or to whatever address the recipient may designate in writing. 8. If actions by the Warrantor on any obligations under this Limited Warranty are delayed by an event beyond its control, such performance will be excused until the delaying effects of the event are remedied. Such events include, but are not limited to, acts of God, acts of the common enemy, war, riot, civil commotion or sovereign conduct, or acts or omissions by you or any other person not a party of this Limited Warranty. 9. If your Builder fails to complete any part of the Home that is reasonably foreseeable to cause damage to the Home, then it is your responsibil- ity to complete such parts of the Home to avoid the damage. If you fail to complete the work, then any resulting damage is not covered under this Limited Warranty. The warranty period for any item completed after the Effective Date of Warranty shall be deemed to have commenced on the Effective Date of Warranty.* 10. Costs incurred for unauthorized repairs to warranted items are not reimbursable. Written authorization prior to incurring expenses must be obtained from the Administrator.* THE LIMITED WARRANTY II. SECTION page 4 238 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA SECTION THE LIMITED WARRANTY II. page 5 11. Whenever appropriate, the use of one gender includes all genders and the use of the singu- lar includes the plural. 12. Under this Limited Warranty, the Warrantor is not responsible for exact color, texture or fin- ish matches in situations where materials are replaced or repaired, or for areas repainted or when original materials are discontinued. 13. Your Builder must assign to you all manufac- turers’ warranties on products included in the Final Sales Price of your Home. Neither the Insurer nor the Administrator shall be liable for your Builder’s failure to do so. 14. You are responsible for establishing a written, final walk-through inspection list of items in need of service prior to occupancy or closing, whichever is first. This list must be signed and dated by you and your Builder. Keep a copy for your records. E. Exclusions The following are NOT covered under this Lim- ited Warranty: 1. Loss or damage: a. to land. b. to the Home, persons or property directly or indirectly caused by insects, birds, vermin, rodents, or wild or domestic ani- mals. c. which arises while the Home is used pri- marily for non-residential purposes. d. which is covered by any other insurance or for which compensation is granted by legislation.* e. resulting directly or indirectly from flood, surface water, waves, tidal water, over- flow of a body of water, or spray from any of these (whether or not driven by wind), water which backs up from sew- ers or drains, changes in the water table which were not reasonably foreseeable, water below the surface of the ground (including water which exerts pressure on or seeps or leaks through a building, side- walk, driveway, foundation, swimming pool, or other structure), wetlands, springs or aquifers.* f. from normal deterioration or wear and tear. g. caused by material or work supplied by anyone other than your Builder or its em- ployees, agents or subcontractors. h. from your or the condominium as- sociation’s failure to perform routine m aintenance on the Home, common areas, common elements or your or the condominium association’s grounds. i. after Year 1, to, resulting from, or made worse by all components of structurally attached decks, balconies, patios, porches, stoops, porch roofs and porticos. j. after Year 1, to, resulting from, or made worse by elements of the Home which are constructed separate from foundation walls or other structural elements of the Home such as, but not limited to, chim- neys and concrete floors of basements and attached garages. k. to wiring, to and between communica- tion devices from the source of power, whether or not connected to the interior wiring system of the Home. Such devices shall include, but not be limited to, tele- phone systems, television cable systems, intercom systems, computer systems and security systems. Sources of power shall include, but not be limited to, service entrance conductors, switches, outlets, receptacles and junction boxes. l. to, or caused by, recreational facilities; driveways; walkways; patios, porches and stoops not structurally attached; decks and balconies which are not bolted to or can- tilevered from the main structure of the Home; boundary and/or retaining walls; bulkheads; fences; landscaping, sodding, seeding, shrubs, trees and plantings; subsurface drainage systems (other than footer drains); lawn sprinkler systems; off-site improvements, including streets, sidewalks, adjacent property and the like; or any other improvements not part of the Home itself. *FHA/VA Homeowners, refer to HUD Addendum, Section V.D.239 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA *FHA/VA Homeowners, refer to HUD Addendum, Section V.D. m. caused by any item listed as an additional exclusion on the Application for Warranty form. 2. Loss or damage resulting from, or made worse by: a. changes in the grading of the property sur- rounding the Home by anyone except your Builder or its employees, agents or subcon- tractors. b. changes in grading caused by erosion. c. modifications or additions to the Home, or property under or around the Home, made after the Effective Date Of Warranty (other than changes made in order to meet the obli- gations of this Limited Warranty). d. intrusion of water into crawl spaces.* e. the weight and/or performance of any type of waterbed or any other furnishing which exceeds the load-bearing design of the Home. f. the presence or consequence of unac- ceptable levels of radon, formaldehyde, carcinogenic substances or other pollut- ants and contaminants; or the presence of hazardous or toxic materials resulting in uninhabitability or health risk within the Home. g. acts or omissions by you, your agents, employees, licensees, invitees; accidents, riots, civil commotion, nuclear hazards, acts of God or nature, fire, explosion, blasting, smoke, drought, water escape, windstorms, tropical storms, hurricanes, hail, lightning, ice, snow, falling trees, aircraft, vehicles, flood, mud slides, sink- holes, mine subsidence, faults, crevices, earthquake, land shock waves or tremors occurring before, during or after a volcanic eruption, or manmade events such as war, terrorism or vandalism. h. your failure to perform routine mainte- nance. i. your failure to minimize or prevent such loss or damage in a timely manner. j. defects in, but not limited to: recreational facilities; driveways; walkways; patios, porches and stoops not structurally attached; decks and balconies which are not bolted to or cantilevered from the main structure of the Home; boundary and/or retaining walls; bulkheads; fences; landscaping, sodding, seeding, shrubs, trees and plantings; sub- surface drainage systems (other than footer drains); lawn sprinkler systems; off-site improvements, including streets, sidewalks, adjacent property and the like; or any other improvements not part of the Home itself. k. defects in detached garages or outbuildings (except those which contain Plumbing, Electrical, Heating, Cooling or Ventilat- ing Systems serving the Home, and then only to the extent where Defects would affect these systems). A detached garage is one which is constructed on its own foundation, separate and apart from the foundation of the Home. A breezeway, fence, utility line or similar union shall not cause a garage or outbuilding to be consid- ered attached. l. negligent maintenance or operation of the Home and its systems by anyone other than your Builder or its agents, employees or subcontractors. m. any portion of a Water Supply System, private or public, including volume and pressure of water flow.* n. quality and potability of water. o. any portion of a Sewage Disposal System, private or public, including design.* p. dampness, condensation or heat build-up caused by your failure to maintain proper ventilation.* THE LIMITED WARRANTY II. SECTION page 6 240 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA *FHA/VA Homeowners, refer to HUD Addendum, Section V.D. SECTION THE LIMITED WARRANTY II. page 7 3. Failure of your Builder to complete construc- tion of the Home or any part of the Home on or before the Effective Date Of Warranty or damages arising from such failure. An incom- plete item is not considered a Defect, although your Builder may be obligated to complete such items under separate agreements between you and your Builder. 4. Any deficiency which does not result in actual physical damage or loss to the Home. 5. Any Consequential Damages.* 6. Personal property damage or bodily injury. 7. Violation of applicable Building Codes or ordi- nances unless such violation results in a Defect which is otherwise covered under this Limited Warranty. Under such circumstances, the ob- ligation of the Warrantor under this Limited Warranty shall only be to repair the defective warranted portion of the Home, but not to re- store or bring the Home to conform to code. 8. Any request for warranty performance submit- ted to the Administrator after an unreasonable delay or later than 30 days after the expiration of the applicable warranty period. 9. Warranted Defects that you repair without prior written authorization of the Administrator.* 10. Any damages to, or resulting from a swim- ming pool whether located within or outside the Home, as a result of its construction, place- ment, use, equipment, maintenance, etc. 11. The removal and/or replacement of items specifically excluded from coverage under this Limited Warranty, such as landscaping or personal property, and items not originally installed by your Builder, such as wallpaper, where removal and replacement are required to execute a repair. 12. Any Defect consisting of, caused by, contrib- uted to, or aggravated by moisture, wet or dry rot, mold, mildew, fungus or rust, regardless of the originating cause of any moisture or water penetration that leads to the Defect. 13. Sound transmission and sound proofing be- tween rooms or floor levels. 14. Appliances and Equipment included in the Home are not warranted under this Lim- ited Warranty, but may be covered by separate warranties provided by the manufacturer or supplier. These warranties are passed on to you by your Builder at closing and are sepa- rate from this Limited Warranty. Damage caused by improper maintenance or operation, negligence, or improper service of these items by you or your agent will not be covered under this Limited Warranty. † 15. Modifications or additions to the Home, or property under or around the Home, made af- ter the Effective Date of Warranty (other than changes made in order to meet the obligations of this Limited Warranty). F. Limitation of Liability 1. The Warrantor’s liability and obligations are limited to the repair, replacement or the payment of the reasonable cost of repair or replacement of warranted items not to exceed an aggregate equal to the Final Sales Price of the Home as listed on the Application for War- ranty form or in the absence of an Application for Warranty form, as otherwise provided to the Administrator by the Builder. The choice to repair, replace or make payment is the Warran- tor’s. 2. All other warranties, express or implied, including, but not limited to, all implied warranties of fitness, merchantability or habit- ability, are disclaimed and excluded to the extent allowed by law. † Homeowners in the State of New York, refer to State of New York Addendum, Section V.B. *FHA/VA Homeowners, refer to HUD Addendum, Section V.D.241 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA SECTION III. WARRANTY STANDARDS • A. YEAR 1 COVERAGE ONLY The following Warranty Standards are applicable only to warranted items stated in Section II of this Limited Warranty. Read Section II to determine if the following Warranty Standards apply. † OBSERVATION ACTION REQUIRED COMMENTS † Homeowners in the State of New York, refer to State of New York Addendum, Section V.B. page 8 1.1 Cracks appear in control joints. 1.2 Uneven concrete floors in finished areas of a base- ment. 1.3 Cracks in poured concrete foundation walls. 1.4 Cracks in block or veneer wall. 1.5 Leaks resulting in actual flow or trickling of water through wall or floor, causing an accumulation. 1.6 Disintegration of the concrete floor surface. 1.7 Cracks in concrete floor which rupture or signifi- cantly impair performance of floor covering. 1.8 Cracks in concrete floor of unfinished area (no floor covering) or in areas not designed for living. 1.9 Condensation on walls, joists, support columns and other components of basement area. No action required. Builder will correct those areas in which Defect exceeds 3/8 in. within a 32 in. measurement. Builder will correct any crack which exceeds 1/4 in. in width. Builder will correct cracks which exceed 1/4 in. in width. Builder will correct. Builder will correct disintegrat- ed surfaces caused by improper placement of concrete. Builder will correct so Defect is not readily noticeable when floor covering is in place. Builder will correct cracks which exceed 1/4 in. in width or vertical displacement. No action required. The expansion/contraction joint is placed to control cracking. This is not a deficiency. In rooms not initially finished as living areas or where a floor or a portion of a floor surface has been designed for specific drainage purposes, a slope which exceeds 3/8 in. within a 32 in. measure- ment is not a deficiency. Shrinkage cracks are common and should be expected. Surface patching and epoxy injections are examples of acceptable repair methods. Some cracks are common through masonry and mortar joints. Cracks 1/4 in. or less are considered routine Owner maintenance. A one-time occurrence may not indicate a Defect. Owner must maintain proper grading around the Home and maintain any surface water control systems installed by Builder. Dampness and con- densation are normal conditions and are not covered by this Limited Warranty. Disintegration caused by erosion due to salt, chemicals, implements used and other factors beyond Builder’s control is not a warranted deficiency. Minor impressions in floor covering are not considered significant imperfections. Surface patching and epoxy injections are examples of acceptable repair methods. Shrinkage cracks are common and should be expected. Maintaining adequate ventilation and moisture control is considered Owner maintenance. 1. FOUNDATIONS BASEMENT 242 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA OBSERVATION ACTION REQUIRED COMMENTS The following Warranty Standards are applicable only to warranted items stated in Section II of this Limited Warranty. Read Section II to determine if the following Warranty Standards apply. WARRANTY STANDARDS • A. YEAR 1 COVERAGE ONLY SECTION III. page 9 1. FOUNDATIONS CRAWL SPACE 1.10 Cracks in poured concrete foundation walls. 1.11 Cracks in block or veneer wall. 1.12 Inadequate ventilation. 1.13 Condensation on walls, joists, support columns and other components of the crawl space area. 1.14 Cracks appear at control joints. 1.15 Uneven concrete floors in finished areas. 1.16 Disintegration of concrete floor surface. 1.17 Crack in concrete floor which ruptures or sig- nificantly impairs perfor- mance of floor covering. 1.18 Cracks in attached garage slab. 1.19 Cracks in concrete floor of unfinished area (no floor covering) or in areas not designed for living. 1.20 Cracks in visible face of foundation. Builder will correct any crack which exceeds 1/4 in. in width. Builder will correct cracks greater than 1/4 in. in width. Builder will install properly sized louvers or vents. No action required. No action required. Builder will correct areas in which Defect exceeds 3/8 in. within a 32 in. measurement. Builder will correct disintegrated surfaces caused by improper placement of concrete. Builder will correct so Defect is not readily noticeable when floor covering is in place. Builder will correct cracks which exceed 1/4 in. in width or vertical displacement. Builder will correct cracks which exceed 1/4 in. in width or vertical displacement. Builder will correct cracks in excess of 1/4 in. in width. Surface patching and epoxy injections are examples of acceptable repair methods. Shrinkage cracks of 1/4 in. or less are common and should be expected. Surface patching and epoxy injections are examples of acceptable repair methods. Shrinkage cracks of 1/4 in. or less are common and should be expected. Maintaining adequate ventilation and moisture control, including seasonal adjustment of vent openings, is considered Owner maintenance. Maintaining adequate ventilation and moisture control, including seasonal adjustment of vent openings, is considered Owner maintenance. Expansion/contraction joint is placed to control cracking. This is not a deficiency. In rooms not initially finished as living areas or where a floor or a portion of a floor surface has been designed for specific drainage purposes, a slope which exceeds 3/8 in. within a 32 in. measurement is acceptable. Disintegration caused by erosion due to salt, chemicals, implements used and other factors beyond Builder’s control is not a war- ranted deficiency. Minor impressions in floor covering are not considered significant imperfections. Surface patching and epoxy injections are examples of acceptable repair methods. Shrinkage cracks are common and should be expected. Surface patching and epoxy injections are examples of acceptable repair methods. Shrinkage cracks are common and should be expected. Surface patching and epoxy injections are examples of acceptable repair methods. Shrinkage cracks are common and should be expected. SLAB ON GRADE 243 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA SECTION III. WARRANTY STANDARDS • A. YEAR 1 COVERAGE ONLY The following Warranty Standards are applicable only to warranted items stated in Section II of this Limited Warranty. Read Section II to determine if the following Warranty Standards apply. OBSERVATION ACTION REQUIRED COMMENTS page 10 2.1 Uneven ceiling. 2.2 High and low areas. 2.3 Floor squeaks. 2.4 Split or warped rafters or trusses. 2.5 Bow or bulge. 2.6 Out-of-plumb. 2.7 Wall is out-of-square. Builder will correct if unevenness exceeds 1/4 in. within a 32 in. measurement. Builder will correct if high or low areas exceed 1/4 in. within a 32 in. measurement. Builder will correct if caused by a defective joist or improp- erly installed subfloor. Builder will take corrective action to reduce squeaking to the extent possible within reasonable re- pair capability without remov- ing floor or ceiling finishes. No action required. Builder will correct if bow or bulge exceeds 1/2 in. within 32 in. horizontal or vertical measurement. Builder will correct where out-of-plumb condition exceeds 3/4 in. within 8 ft. vertical measurement. No action required. Some minor framing imperfections should be expected. Some minor framing imperfections should be expected. A large area of floor squeaks which is noticeable, loud and objectionable is a Defect. A squeak-proof floor cannot be guaranteed. Lumber shrinkage as well as temperature and humidity changes may cause squeaks. Some splitting and warping is normal and is caused by high temperature effects on lumber. Minor framing imperfections should be expected. Minor framing imperfections should be expected. A wall out-of-square is not a Defect. 2. FRAMING CEILING FLOOR ROOF WALL 244 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA OBSERVATION ACTION REQUIRED COMMENTS The following Warranty Standards are applicable only to warranted items stated in Section II of this Limited Warranty. Read Section II to determine if the following Warranty Standards apply. WARRANTY STANDARDS • A. YEAR 1 COVERAGE ONLY SECTION III. page 11 3. EXTERIOR 3.1 Wood twisting, warping or splitting. 3.2 Settlement. 3.3 Loose railing or post. 3.4 Binds, sticks or does not latch. 3.5 Wood door panel shrinks. 3.6 Warping. 3.7 Split in panel. 3.8 Separation between door and weather-stripping. 3.9 Screen mesh is torn or damaged. 3.10 Overhead garage door fails to operate or allows rain or snow to leak through. Builder will correct only if due to improper installation. Builder will correct slope of deck which exceeds a ratio of 2 in. in a 10 ft. measurement. Builder will correct if due to improper installation. Builder will correct if caused by faulty workmanship or materials. No action required. Builder will correct warping which exceeds 1/4 in., measured vertically, horizontally or diagonally. Builder will correct if split al- lows the entrance of elements. Builder will correct if daylight is visible or if entrance of elements occurs under normal conditions. Builder will correct only if damage is documented prior to occupancy. Builder will correct garage doors which do not fit or operate properly. Twisting, warping or splitting of wood deck material is normal due to exposure to the elements. Owner maintenance is required. Some slope is often provided to allow for water drainage. Owner maintenance is required. Seasonal changes may cause doors to expand and contract, and are usually temporary conditions. Panels will shrink and expand and may expose unfinished surfaces. Seasonal changes may cause doors to expand and contract, and are usually temporary conditions. Splits which do not allow the entrance of elements are considered normal. Owner maintenance is required. Even with properly installed weather- stripping, some movement of the door, when closed, may be expected. Owner maintenance is required for minor alterations to adjustable thresholds and other parts of the door. Owner is responsible for establishing a pre-closing walk-through inspection list. Some entrance of elements can be ex- pected and is not considered a deficiency. If Owner installs a garage door opener, Builder is not responsible for operation of door. STRUCTURALLY ATTACHED WOOD OR COMPOSITE DECKS DOORS 245 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA SECTION III. WARRANTY STANDARDS • A. YEAR 1 COVERAGE ONLY The following Warranty Standards are applicable only to warranted items stated in Section II of this Limited Warranty. Read Section II to determine if the following Warranty Standards apply. OBSERVATION ACTION REQUIRED COMMENTS page 12 3. EXTERIOR 3.11 Roof and roof flashing leaks. 3.12 Lifted, torn, curled, or cupped shingles. 3.13 Shingles that have blown off. 3.14 Inadequate ventilation. 3.15 Water stays in gutters. 3.16 Gutter or downspout leaks. 3.17 Standing water within 10 ft. of the foundation. 3.18 Settling of ground around foundation walls, utility trenches or other filled areas on property where there has been excavation and backfill which affected foundation drainage. 3.19 Settlement, heaving or movement. 3.20 Concrete splatters on adjacent surfaces. Builder will correct active and current leaks that occur under normal conditions. No action required. Builder will correct affected area if due to poor installation. Builder will provide adequate ventilation. Builder will correct to limit standing water depth at 1 in. Builder will correct leaks at connections. Builder will correct water which stands for more than 24 hours, or more than 48 hours in swales. If final grading was performed by Builder, he will replace fill in excessively settled areas only once.* Builder will correct if move- ment exceeds 1 in. from the Home for stoops, porches and patios which are structurally attached. Builder will correct only if damage is documented prior to occupancy. No action is required if leak is due to snow or ice buildup, high winds or driving rains. Prevention of snow or ice buildup is the Owner's responsibility. Substantiation of an active and current leak is the Owner's responsibility. Owner maintenance is required. Cupping in excess of 1/2 in. should be reported to the manufacturer. Shingles shall not blow off in winds less than the manufacturer's specifications. Moisture accumulation in attics which are not adequately vented is a deficiency. Owner is responsible to keep vents clear of obstruc- tions to promote air flow. Owner is responsible for keeping gutters and downspouts clean. Owner is responsible for keeping gutters and downspouts clean. Gutters may overflow during heavy rains. Standing water beyond the 10 ft. perimeter of the foundation is not covered by this Limited Warranty. Owner is responsible for establish- ing and maintaining adequate ground cover. If settlement does not exceed 6 in., it is Owner’s responsibility to fill affected areas. The party responsible for establishing the final grade shall provide for positive drainage away from foundation. Owner is responsible for establishing and maintaining adequate ground cover. Stoops, porches and patios which are poured separately and simply abut the house are not covered by this Limited Warranty. Owner is responsible for establishing a pre- closing walk-through inspection list. ROOFING SITE WORK STRUCTURALLY ATTACHED STOOP, PORCH & PATIO *FHA/VA Homeowners, refer to HUD Addendum, Section V.D.246 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA OBSERVATION ACTION REQUIRED COMMENTS The following Warranty Standards are applicable only to warranted items stated in Section II of this Limited Warranty. Read Section II to determine if the following Warranty Standards apply. WARRANTY STANDARDS • A. YEAR 1 COVERAGE ONLY SECTION III. page 13 3.21 Entrance of elements through separations of wood, hardboard or fiber cement siding or trim joints, or separation between trim and surfaces of masonry or siding. 3.22 Cracks in stucco or similar synthetic based finishes. 3.23 Siding materials become detached from the Home. 3.24 Aluminum or vinyl siding is bowed or wavy. 3.25 Paint or stain peels or deteriorates. 3.26 Paint splatters and smears on other surfaces. 3.27 Faulty application of paint on wall and trim surfaces. 3.28 Knot holes bleed through paint or stain. 3.29 Vent or louver leaks. 3.30 Cracks in masonry, veneer, stone, etc. Builder will correct entrance of elements or separations exceeding 3/8 in. by caulking or other methods. Builder will correct cracks which exceed 1/8 in. in width. Builder will correct affected area if due to improper workmanship or materials. Builder is responsible only if installed improperly and waves or bowing exceed 1/2 in. within a 32 in. measurement. Builder will correct. If 75% of a particular wall is affected, entire wall will be corrected. Builder will correct only if damage is documented prior to occupancy. Builder will correct affected area. If greater than 75% of wall or trim piece is affected, entire surface will be corrected. Builder will correct affected areas where excessive bleeding of knots appear. Builder will correct if caused by improper installation. Builder will correct cracks which exceed 1/4 in. in width. Any separations 3/8 in. or less are considered routine Owner maintenance. Caulking and touch-up painting are examples of acceptable repair methods. Builder is not responsible for exact color, texture or finish matches. Hairline cracks are common. Separated, loose or delaminated siding can be due to improper maintenance and is not considered a Defect. Check your manufacturer's warranty on this product for coverage regarding dents, holes, wind specifications, etc. Some fading is normal due to weathering. Mildew and fungus on exterior surfaces are caused by climatic conditions and are considered routine maintenance. Varnish or lacquer deteriorates quickly and is not covered by this Limited Warranty. Owner is responsible for establishing a pre-closing walk-through inspection list. Some minor imperfections such as over- spray, brushmarks, etc., are common and should be expected. Knot holes will be apparent depending on the quality of material used. Properly installed louvers or vents may at times allow rain or snow to enter under strong wind conditions and is not a deficiency. Some cracks are common through masonry and mortar joints. Cracks 1/4 in. or less are considered routine Owner maintenance. WALL COVERING 3. EXTERIOR 247 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA SECTION III. WARRANTY STANDARDS • A. YEAR 1 COVERAGE ONLY The following Warranty Standards are applicable only to warranted items stated in Section II of this Limited Warranty. Read Section II to determine if the following Warranty Standards apply. OBSERVATION ACTION REQUIRED COMMENTS 3. EXTERIOR page 14 3.31 Condensation or frost on interior window surface. 3.32 Clouding or condensation between panes of glass. 3.33 Glass breakage. 3.34 Excessive drafts and leaks. 3.35 Difficult to open, close or lock. 4.1 Latch is loose or rattles. 4.2 Binds, sticks or does not latch. 4.3 Warping. 4.4 Excessive opening at bottom. 4.5 Rubs on carpet. No action required. Builder will correct only if damage is documented prior to occupancy. Builder will correct only if damage is documented prior to occupancy. Builder will correct poorly fitted windows. Builder will correct. No action required. Builder will correct if due to faulty workmanship and materials. Builder will correct warping which exceeds 1/4 in., measured vertically, horizon- tally or diagonally. Builder will correct gaps in excess of 1-1/2 in. between bottom of passage door and finished floor or 2 in. between bottom of closet door and finished floor. Builder will correct. Condensation is relative to the quality and type of windows. Temperature differences in high levels of humidity along with indi- vidual living habits will cause condensation. Owner is responsible for establishing a pre-closing walk-through inspection list. Owner is responsible for establishing a pre-closing walk-through inspection list. Relative to the quality and type of windows, drafts are sometimes noticeable around win- dows, especially during high winds. It may be necessary for the Owner to have storm windows installed to provide a satisfactory solution in high wind areas. All caulking materials expand and contract due to tem- perature variation and dissimilar materials. Maintenance of weather-stripping is Owner's responsibility. Windows should open, close and lock with reasonable pressure. Some minor movement should be expected. Seasonal changes may cause doors to expand and contract, and are usually temporary conditions. Seasonal changes may cause doors to expand and contract, and are usually temporary conditions. Gaps under doors are intended for air flow. Builder is not responsible if Owner installs carpet. WINDOWS DOORS 4. INTERIOR 248 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA OBSERVATION ACTION REQUIRED COMMENTS The following Warranty Standards are applicable only to warranted items stated in Section II of this Limited Warranty. Read Section II to determine if the following Warranty Standards apply. WARRANTY STANDARDS • A. YEAR 1 COVERAGE ONLY SECTION III. page 15 4. INTERIOR WALLS, CEILINGS, SURFACES, FINISHES & TRIMS 4.6 Cracks and separations in drywall, lath or plaster; nail pops. 4.7 Peeling of wallpaper. 4.8 Separated seams in wallpaper. 4.9 Lumps, ridges and nail pops in wallboard which appear after Owner has wall covering installed by himself or others. 4.10 Surface deficiencies in finished woodwork. 4.11 Gaps between trim and adjacent surfaces, and gaps at trim joints. 4.12 Cracks in ceramic grout joints. 4.13 Ceramic tile cracks or becomes loose. 4.14 Cracking or deterioration of caulking. Builder will correct cracks in excess of 1/8 in. in width. Builder will correct nail pops which have broken finished surface. Repair cracks and/or nail pops and touch up paint to match as close as possible, one time only. Such con- ditions should be reported near the end of Year 1 of the warranty period to allow for normal move- ment of the Home. Builder will correct if not due to Owner neglect or abuses. Builder will correct if wall sur- face is readily visible. No action required. Builder will correct readily appar- ent splits, cracks, hammer marks and exposed nail heads, only if documented prior to occupancy. Builder will correct gaps in excess of 1/8 in. at trim joints and 1/4 in. between trim and adjacent surfaces. Builder will correct cracks in excess of 1/8 in. one time only. Builder will correct only if docu- mented prior to occupancy. No action required. Minor seam separations and cracks, and other slight imperfections, are common and should be expected. Minor depres- sions and slight mounds at nail heads are not Defects. Builder is not responsible for wallpaper installed by Purchaser. Owner is respon- sible for maintaining adequate ventilation in areas of high humidity, such as kitch- ens and bathrooms. Minor imperfections can be expected. Owner should insure that surface to be covered is suitable for installation of wall covering. Owner is responsible for establishing a pre-closing walk-through inspection list. Some separation due to lumber shrinkage is normal and should be expected. Cracking of grout joints is common and is considered routine Owner maintenance unless excessive. Owner is responsible for establishing a pre-closing walk-through inspection list. All interior caulking shrinks and deterio- rates. Owner maintenance is required. 249 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA SECTION III. WARRANTY STANDARDS • A. YEAR 1 COVERAGE ONLY The following Warranty Standards are applicable only to warranted items stated in Section II of this Limited Warranty. Read Section II to determine if the following Warranty Standards apply. OBSERVATION ACTION REQUIRED COMMENTS page 16 4. INTERIOR WALLS, CEILINGS, SURFACES, FINISHES & TRIMS 4.15 Wall or trim surfaces visible through paint. 4.16 Resilient flooring comes loose at edge. 4.17 Gaps at seams of resilient flooring. 4.18 Fastener pops through resilient flooring. 4.19 Depressions or ridges in resilient flooring at seams of sub-flooring. 4.20 Cuts and gouges in any floor covering. 4.21 Hollow sounding marble or tile. 4.22 Fades, stains or discolors. 4.23 Premature wearing of carpet. 4.24 Visible gaps at carpet seams. 4.25 Carpet becomes loose or buckles. Builder will correct affected area. If greater than 75% of wall, trim piece, or ceiling is affected, entire surface will be corrected. The surface being painted shall not show through new paint when viewed from a distance of 6 feet under normal lighting conditions. Builder will correct. Builder will correct gaps of similar materials in excess of 1/8 in., and 3/16 in. where dissimilar materials abut. Builder will correct affected area where fastener has broken through floor covering. Builder will correct depres- sions or ridges which exceed 1/8 in. in height or depth. Builder will correct only if documented prior to occupancy. No action required. Builder will correct stains or spots only if documented prior to occupancy. No action required. Builder will correct gaps. Builder will correct one time only. Some minor imperfections such as over- spray, brushmarks, etc., are common and should be expected. Owner maintenance is required. Minor gaps should be expected. Sharp objects such as high heels, table and chair legs, can cause similar problems, and are not covered by this Limited Warranty. This is determined by placing a 6 in. straight edge over ridge or depression, with 3 in. on either side, and measuring height or depth at sub-flooring seam. Owner is responsible for establishing a pre-closing walk-through inspection list. Hollow sounding marble or tile is not a deficiency of construction and is not covered under this warranty. Fading is not a deficiency. Owner is responsible for establishing a pre-closing walk-through inspection list. Excessive wear in high-traffic areas such as entryways and hallways is normal. Wearability is directly related to quality of carpet. Seams will be apparent. Owner mainte- nance is required. Some stretching is normal. Owner should exercise care in moving furniture. FLOOR COVERING* *FHA/VA Homeowners, refer to HUD Addendum, Section V.D.250 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA OBSERVATION ACTION REQUIRED COMMENTS The following Warranty Standards are applicable only to warranted items stated in Section II of this Limited Warranty. Read Section II to determine if the following Warranty Standards apply. WARRANTY STANDARDS • A. YEAR 1 COVERAGE ONLY SECTION III. page 17 5. MECHANICAL ELECTRICAL 5.1 Circuit breakers trip excessively. 5.2 Outlets, switches or fixtures malfunction. 5.3 Condensation lines clog under normal use. 5.4 Noisy ductwork. 5.5 Insufficient heating. 5.6 Insufficient cooling. 5.7 Refrigerant line leaks. Builder will correct if tripping occurs under normal usage. Builder will correct if caused by defective workmanship or materials. No action required. Builder will correct oil canning noise if caused by improper installation. Builder will correct if Heating System cannot maintain a 70 degree Fahrenheit temperature, under normal operating and weather conditions. Tem- perature shall be measured at a point 5 ft. above center of floor in affected area. All rooms may vary in temperature by as much as 4 degrees. Builder will correct if Cooling System cannot maintain a 78 degree Fahrenheit temperature, under normal operating and weather conditions. Tem- perature shall be measured at a point 5 ft. above center of the floor in the affected room. On excessively hot days, where outside temperature exceeds 95 degrees Fahrenheit, a dif- ference of 17 degrees from outside temperature will be difficult to maintain. All rooms may vary in temperature by as much as 4 degrees. Builder will correct. Ground Fault Circuit Interrupters (GFCI) are intended to trip as a safety factor. Tripping that occurs under abnormal use is not covered by this Limited Warranty. Owner should exercise routine care and maintenance. Replacement of light bulbs is Owner’s responsibility. Condensation lines will clog under nor- mal conditions. Continued operation of drain line requires Owner maintenance. When metal heats and cools, ticking and cracking may occur and are not covered by this Limited Warranty. Orientation of the Home, location of rooms and location of vents will also provide a temperature differential. There may be periods when outdoor temperature falls below design tempera- ture thereby lowering temperature in the Home. Certain aspects of the Home including, but not limited to, expansive stairways, open foyers, sunrooms or cathedral ceilings may cause abnormal variation from these Standards and are not covered by this Limited Warranty. Orientation of the Home, location of rooms and location of vents will also provide a temperature differential. There may be periods when outdoor tem- perature rises above design temperature thereby raising temperature in the Home. Certain aspects of the Home including, but not limited to, expansive stairways, open foyers, sunrooms or cathedral ceil- ings may cause abnormal variation from these Standards and are not covered by this Limited Warranty. Owner maintenance is required on the system. HEATING & COOLING 251 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA SECTION III. WARRANTY STANDARDS • A. YEAR 1 COVERAGE ONLY The following Warranty Standards are applicable only to warranted items stated in Section II of this Limited Warranty. Read Section II to determine if the following Warranty Standards apply. OBSERVATION ACTION REQUIRED COMMENTS page 18 BATHROOM & KITCHEN 5.8 Pipe freezes and bursts. 5.9 Noisy water pipe. 5.10 Plumbing fixtures and trim fittings leak or malfunc- tion. 5.11 Damaged or defective plumbing fixtures and trim fittings. 6.1 Cabinet separates from wall or ceiling. 6.2 Crack in door panel. 6.3 Warping of cabinet door or drawer front. 6.4 Doors or drawers do not operate. 6.5 Chips, cracks, scratches on countertop, cabinet fixture or fitting. 6.6 Delamination of counter- top or cabinet. 6.7 Cracks or chips in fixture. Builder will correct if due to faulty workmanship or materials. Builder will correct hammering noise if caused by improper installation. Builder will correct if due to faulty workmanship and materials. Builder will correct only if documented prior to occupancy. Builder will correct separation in excess of 1/4 in. Builder will correct only if documented prior to occupancy. Builder will correct if warp exceeds 3/8 in. as measured from cabinet frame. Builder will correct. Builder will correct only if documented prior to occupancy. Builder will correct only if documented prior to occupancy. Builder will correct only if documented prior to occupancy. Proper winterization of pipes is consid- ered routine maintenance and Owner should maintain suitable temperatures inside the Home. Some noise can be expected due to flow of water and pipe expansion. This is not a Defect. Owner maintenance is required. Scratch- es, tarnishing or marring must be noted on a pre-closing walk-through inspection list. Owner is responsible for establishing a pre-closing walk-through inspection list. Defective trim fittings and plumbing fix- tures are covered under the manufacturer's warranty. Some separation is normal. Caulking is an acceptable method of repair. Owner is responsible for establishing a pre-closing walk-through inspection list. Seasonal changes may cause warping and may be a temporary condition. Owner maintenance is required. Owner is responsible for establishing a pre-closing walk-through inspection list. Owner is responsible for establishing a pre-closing walk-through inspection list. Owner is responsible for establishing a pre-closing walk-through inspection list. PLUMBING 5. MECHANICAL 6. SPECIALTIES 252 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA OBSERVATION ACTION REQUIRED COMMENTS The following Warranty Standards are applicable only to warranted items stated in Section II of this Limited Warranty. Read Section II to determine if the following Warranty Standards apply. WARRANTY STANDARDS • A. YEAR 1 COVERAGE ONLY SECTION III. page 19 6. SPECIALTIES CHIMNEY & FIREPLACE 6.8 Exterior and interior masonry veneer cracks. 6.9 Firebox color is changed; accumulation of residue in chimney or flue. 6.10 Chimney separates from the Home. 6.11 Smoke in living area. 6.12 Water infiltration into firebox from flue. 6.13 Firebrick or mortar joint cracks. 6.14 Air infiltration around electrical receptacles. Some cracks are common in masonry and mortar joints. Cracks 1/4 in. in width or less are considered Owner maintenance. Owner maintenance is required. Newly built chimneys will often incur slight amounts of separation. Temporary negative draft situations can be caused by high winds; obstructions such as tree branches too close to the chimney; the geographic location of the fireplace; or its relationship to adjoining walls and roof. In some cases, it may be necessary to open a window to create an effective draft. Since negative draft conditions could be temporary, it is necessary that Owner substantiate prob- lem to Builder by constructing a fire so the condition can be observed. A certain amount of rainwater can be expected under certain conditions. Intense heat may cause cracking. Air flow around electrical boxes is normal and is not a deficiency. INSULATION Builder will correct cracks in excess of 1/4 in. in width. No action required. Builder will correct separation in excess of 1/2 in. within 10 ft. Builder will correct if caused by improper construction or inadequate clearance. No action required. No action required. No action required. 253 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA SECTION III. B. YEARS 1 & 2 COVERAGE ONLY C. TEN YEAR MSD COVERAGE ONLY The following Warranty Standards are applicable only to warranted items stated in Section II of this Limited Warranty. Read Section II to determine if the following Warranty Standards apply. OBSERVATION ACTION REQUIRED COMMENTS page 20 B.1 Wiring fails to carry specified load. B.2 Ductwork separates. B.3 Pipe leaks. B.4 Water supply stops. B.5 Clogged drain or sewer. C.1. Major Structural Defects. Builder will correct if failure is due to improper installation or materials. Builder will correct. Builder will correct. Builder will correct if due to faulty workmanship or materi- als inside the Home. Builder will correct clog within structure caused by faulty work- manship or materials. The criteria for establishing the existence of a Major Structural Defect is set forth in Section I.B.14 of this Limited Warranty Agreement. Switches, outlets and fixtures are appli- cable to Year 1 Coverage Only. Owner maintenance is required. Condensation on pipes does not constitute leakage. Faulty faucets, valves, joints and fittings are applicable to Year 1 Coverage Only. Drought or causes other than faulty work- manship and materials will not be covered under this Limited Warranty. Clogs and stoppages beyond the exterior wall are not covered by this Limited War- ranty. Routine Owner maintenance and proper use is required. The Warrantor will correct Major Struc- tural Defects, limited to such actions as are necessary to restore the load-bearing capability of the component(s) affected by a Major Structural Defect. ELECTRICAL B. SYSTEMS - YEARS 1 & 2 HEATING AND COOLING PLUMBING* *FHA/VA Homeowners, refer to HUD Addendum, Section V.D. C. TEN YEAR MSD COVERAGE MAJOR STRUCTURAL DEFECTS WARRANTY STANDARDS • 254 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA SECTION IV. B. YEARS 1 & 2 COVERAGE ONLY C. TEN YEAR MSD COVERAGE ONLY page 21 REQUESTING WARRANTY PERFORMANCE A. Notice to Warrantor in Years 1 & 2 1. If a Defect occurs in Years 1 and 2, you must notify your Builder in writing. Your request for warranty performance should clearly describe the Defect(s) in reasonable detail. 2. Request for warranty performance to your Builder does not constitute notice to the Ad- ministrator, and it will not extend applicable coverage periods. 3. If a request for warranty performance to your Builder does not result in satisfactory action within a reasonable time, written notice must be given to RWC, Administrator, at warranty. resolution@rwcwarranty.com or forwarded by certified mail, return receipt requested to 5300 Derry Street, Harrisburg, Pennsylvania 17111, Attn: Warranty Resolution Department. This notice should describe each item in reasonable detail. 4. Please note that a written request for war- ranty performance must be emailed no later than thirty (30) days after the expiration of the applicable warranty period or sent to RWC by certified mail, return receipt requested and postmarked no later than thirty (30) days after the expiration of the applicable warranty pe- riod. For example, if the item is one which is warranted by your Builder during your second year of coverage, a request for warranty perfor- mance must be emailed or mailed to RWC and postmarked no later than thirty (30) days after the end of the second year to be valid. 5. You must provide the Warrantor with reason- able weekday access during normal business hours in order to perform its obligations. Failure by you to provide such access to the Warrantor may relieve the Warrantor of its obligations un- der this Limited Warranty. 6. If your Builder does not fulfill its obligations under this Limited Warranty, the Administrator will process the request for warranty perfor- mance as described in the Limited Warranty and subject to the provisions of IV.F. B. Notice to Warrantor in Years 3–10 If a Defect related to a warranted MSD occurs in Years 3 through 10 of this Limited Warranty, you must notify the Administrator to review the item within a reason- able time after the situation arises. All such notices must be presented in writing to RWC, Administrator, at warranty.resolution@rwcwarranty.com or forwarded by certified mail, return receipt requested to RWC, Ad- ministrator, 5300 Derry Street, Harrisburg, Pennsylvania 17111, Attn: Warranty Resolution Department. Any such notice should describe the condition of the MSD in reasonable detail. Requests for warranty performance emailed or postmarked more than thirty (30) days after the expiration of the term of this Limited Warranty will not be honored. C. Purchaser’s Obligations 1. Your notice to the Administrator must con- tain the following information: a. Validation # and Effective Date Of War- ranty; b. Your Builder’s name and address; c. Your name, address, email address and phone number (including home, cell and work numbers); d. Reasonably specific description of the war- ranty item(s) to be reviewed; e. A copy of any written notice to your Builder; f. Photograph(s) may be required; and g. A copy of each and every report you have obtained from any inspector or engineer. 2. You have an obligation to cooperate with the Administrator’s mediation, inspection and in- vestigation of your warranty request. From time to time, the Administrator may request infor- mation from you regarding an alleged Defect. Failure by you or your appointed representa- tive to respond with the requested information within thirty (30) days of the date of the Ad- ministrator’s request can result in the closing of your warranty file. D. Mediation and Inspection Within thirty (30) days following the Administrator’s receipt of proper notice of request for warranty per- formance, the Administrator may review and mediate your request by communicating with you, your Builder and any other individuals or entities who the Admin- istrator believes possess relevant information. If, after thirty (30) days, the Administrator has not been able to successfully mediate your request, or at any earlier time when the Administrator believes that your Builder and you are at an impasse, then the Administrator will notify you that your request has become an Unresolved Warranty Issue. At any time following the receipt of proper notice of your request for warranty perfor- mance, the Administrator may schedule an inspection of the item. You must provide the Administrator rea- sonable access for any such inspection as discussed in Section IV.A.5. The Administrator, at its discretion, 255 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA may schedule a subsequent inspection to determine Builder compliance. When a request for warranty performance is filed and the deficiency cannot be observed under normal conditions, it is your responsibility to substantiate that the need for warranty performance exists in- cluding any cost involved. If properly substantiated, you will be reimbursed by the Warrantor. E. Arbitration* You begin the arbitration process by giving the Admin- istrator written notice of your request for arbitration of an Unresolved Warranty Issue. The written notice of your request for arbitration must be received by the Administrator no later than thirty (30) days following the expiration of the ten year warranty period. However, if you receive notification of an Unresolved Warranty Issue from the Administrator following the expiration of the ten year warranty period, then this period is extended and written notice of your request for arbitration must be received by the Administrator no later than thirty (30) days from the date of your receipt of notification of the Unresolved Warranty Issue. Within twenty (20) days after the Administrator’s receipt of your notice of request for arbitration, any Unresolved Warranty Issue that you have with the Warrantor shall be submitted to an independent arbitration service experienced in arbitrating residential construction matters upon which you and the Adminis- trator agree. This binding arbitration is governed by the procedures of the Federal Arbitration Act, 9 U.S.C. §§ 1 et. seq. If you submit a request for arbitration, you must pay the arbitration fees before the matter is submitted to the arbitration service. After arbitration, the Arbitrator shall have the power to award the cost of this fee to any party or to split it among the parties to the arbitration. The arbitration shall be conducted in accordance with this Limited Warranty and the arbitration rules and regulations to the extent that they are not in conflict with the Federal Arbitration Act. page 22 SECTION IV. REQUESTING WARRANTY PERFORMANCE Within one (1) year after an arbitration award, either party may apply to the U.S. District Court where the Home is situated to confirm the award. The Admin- istrator’s receipt of a written request for arbitration in appropriate form shall stop the running of any statute of limitations applicable to the matter to be arbitrated until the Arbitrator renders a decision. The decision of the Ar- bitrator shall be final and binding upon all parties.† Since this Limited Warranty provides for mandatory binding arbitration of Unresolved Warranty Issues, if any party commences litigation in violation of this Limited Warranty, such party shall reimburse the other parties to the litigation for their costs and expenses, in- cluding attorney fees, incurred in seeking dismissal of such litigation.* In Years 1 & 2, the Builder shall have sixty (60) days from the date the Administrator sends the Arbitrator’s award to the Builder to comply with the Arbitrator’s decision. In Years 3-10, the Warrantor shall have sixty (60) days from the date the Administrator receives the Arbitrator’s award to comply with the Arbitrator’s decision. Warranty compliance will begin as soon as possible and will be completed within the sixty-day compliance period with the exception of any repair that would reasonably take more than sixty (60) days to complete, including, but not limited to, repair delayed or prolonged by inclement weather. The Warrantor will complete such repair or replacement as soon as pos- sible without incurring overtime or weekend expenses. You may request a compliance arbitration within twen- ty (20) days after the sixty-day compliance period has expired by giving the Administrator written notice of your request. You must pay the fees for the compliance arbitration prior to the matter being submitted to the arbitration service. F. Conditions of Warranty Performance 1. You must provide the Warrantor and/or Admin- istrator with reasonable weekday access during normal business hours to inspect the condition of your Home and/or to perform their obligations. 2. When your request for warranty performance is determined to be a warranted issue, the Warrantor reserves the right to repair or replace the warranted item, or to pay you the reasonable cost of repair or replacement. 3. In Years 1 and 2, if your Builder defaults in its warranty obligations, the Administrator will process the request for warranty perfor- mance provided you pay a warranty service *FHA/VA Homeowners, refer to HUD Addendum, Section V.D. † Homeowners in the State of New York, refer to State of New York Addendum, Section V.B.256 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA page 23 SECTION IV. REQUESTING WARRANTY PERFORMANCE fee of $250 for each request prior to repair or replacement.* 4. In Years 3 through 10 you must pay the Admin- istrator a warranty service fee of $500 for each request.* 5. If the Administrator elects to award you cash rather than repair or replace a warranted item, the warranty service fee will be subtracted from the cash payment. 6. If the Warrantor pays the reasonable cost of repairing a warranted item, the payment shall be made to you and to any mortgagee or mort- gagee's successor as each of your interests may appear; provided that the mortgagee has notified the Administrator in writing of its security inter- est in the Home prior to such payment. Warrantor shall not have any obligation to make payment jointly to the Purchaser and mortgagee where the mortgagee has not notified your Builder or the Administrator in writing of its security interest in the Home prior to such payment. Any mortgagee shall be completely bound by any mediation or arbitration relating to a request for warranty per- formance between you and the Warrantor.* 7. Prior to payment for the reasonable cost of repair or replacement of warranted items, you must sign and deliver to the Builder or the Administrator, as applicable, a full and un- conditional release, in recordable form, of all legal obligations with respect to the warranted Defects and any conditions arising from the warranted items. 8. Upon completion of repair or replacement of a warranted Defect, you must sign and deliver to the Builder or the Administrator, as applicable, a full and unconditional release, in recordable form, of all legal obligations with respect to the Defect and any conditions arising from the situ- ation. The repaired or replaced warranted item will continue to be warranted by this Limited Warranty for the remainder of the applicable period of coverage. 9. If the Warrantor repairs, replaces or pays you the reasonable cost to repair or replace a war- ranted item, the Warrantor shall be subrogated to all your rights of recovery against any person or entity. You must execute and deliver any and all instruments and papers and take any and all other actions necessary to secure such rights, including, but not limited to, assignment of proceeds of any insurance or other warranties to the Warrantor. You shall do nothing to prejudice these rights of subrogation. 10. Any Warrantor obligation is conditioned upon your proper maintenance of the Home, common elements and grounds to prevent damage due to neglect, abnormal use or improper maintenance. 11. Condominium Procedures: a. In the case of common elements of a con- dominium, at all times, owner(s) of each unit affected by the common elements in need of warranty performance shall each be responsible to pay the warranty service fee ($250 in Years 1 and 2, $500 in Years 3 through 10) for each request for warranty performance.* b. If a request for warranty performance under this Limited Warranty involves a common element in a condominium, the request may be made only by an authorized representative of the condominium associa- tion. If the Builder retains a voting interest in the association of more than 50%, the request may be made by unit owners rep- resenting 10% of the voting interests in the association. c. If a request for warranty performance under this Limited Warranty involves a common element affecting multiple units, and all affected units are not warranted by the RWC Warranty Program, the Insurer’s liability shall be limited to only those units warranted by the RWC Warranty. The limit of liability shall be prorated based upon the number of units warranted by this Limited Warranty. *FHA/VA Homeowners, refer to HUD Addendum, Section V.D. Homeowners in Maryland, refer to Maryland Addendum, Section V.E. Homeowners in Newark, Delaware, refer to Newark, Delaware, Addendum, Section V.A. 257 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA A. Newark, Delaware, Addendum The warranty service fee as described in Sections IV.F.3., IV.F.4. and IV.F.11.a will be waived for homes built in the city of Newark, Delaware. B. State of New York Addendum Except as expressly provided in this Addendum, the warranties and rights listed herein are in addition to, and are not exclusive of, any warranties or rights listed in this Limited Warranty. 1. Appliances and Items of Equipment — Sub- ject to other terms and conditions listed in this Limited Warranty, the exclusion concerning deficiencies in Appliances and Items of Equip- ment described in Section II.E.14. of this Limited Warranty shall not apply during the first two (2) years of the warranty term wherev- er (i) such Appliances and Items of Equipment are components of the Cooling, Ventilating, Heating, Electrical or Plumbing Systems; and (ii) the deficiencies in such fixtures, Appliances or Items of Equipment are the result of defec- tive installation by your Builder. 2. Standards — Section III. — If the statutes of the State of New York provide greater coverage than the provisions of this Limited Warranty, those provisions shall modify the warranty to allow for the greater coverage. 3. Alternative Dispute Resolution — When making a request for warranty performance pursuant to Section IV.E. of this Limited Warranty, you have no obligation to submit to binding arbitration, nor do you have to pay any fee or charge for participation in non- binding arbitration or any mediation process concerning your request. However, any Unre- solved Warranty Issues must be submitted to arbitration before a legal proceeding may be commenced. Further, if an Owner resorts to litigation, the rights and obligations imposed by Section IV.E. shall apply to such litigation. C. State of Indiana Addendum The warranties and rights listed above are in addition to, and are not exclusive of, any warranties listed in this book. Notwithstanding anything contained in the attached printed form of the RWC Limited Warranty, this Lim- ited Warranty shall include the following protection per Section II.C., and is amended to read as follows: 1. Two Year Coverage — Commencing on the Effective Date of this Limited Warranty as specified on the Application For Warranty form, and subject to the terms and conditions listed herein, your Builder warrants that for a period of two (2) years your Home will be free from Defects due to nonconformity with the Warranty Standards set forth in Section III. of this Limited Warranty. With respect to fixtures, Appliances and Items of Equipment, the War- ranty is for one (1) year or the manufacturer’s written warranty, whichever is less. For Year Two Coverage for Indiana Homes with VA/ FHA Financing, the following provisions of the HUD Addendum Section V.D. are not appli- cable in Year 2: Section V.D.5, Section V.D.13, Section V.D.16, and Section V.D.19. 2. Years 3 and 4 Coverage Only — During the third and fourth year following the Effective Date Of Warranty as specified on the Appli- cation For Warranty form, and subject to the terms and conditions listed in this Limited Warranty, your Warrantor warrants that your Home will be free from Defects due to non- conformity with the Warranty Standards set forth in Section III. A. 3.11-3.16. D. HUD Addendum (Applicable to VA/ FHA Financed Homes only) 1. Section I.B. Emergency Conditions — The following definition is added: Emergency Condition is an event or situation that pres- ents an imminent threat of damage to the Home or common elements and results in an unsafe living condition due to Defects or Major Structural Defect failures that manifest themselves outside of the Warrantor's normal business hours and precludes you from obtain- ing prior written approval to initiate repairs to stabilize the condition and prevent further damage. 2. Section I.B.9. Effective Date Of Warranty — The following language is substituted: The Effective Date Of Warranty will be the date on which closing or settlement occurs in con- nection with the initial sale of the Home. In no event will the Effective Date Of Warranty be later than the date of FHA endorsement of your Mortgage on the Home. 3. Section I.B.14. Major Structural Defects — The following language is substituted for a-c.: A Major Structural Defect is actual physical damage to the designated load-bearing por- tions of a Home caused by failure of such load-bearing functions to the extent that the Home becomes unsafe, unsanitary, or oth- erwise unlivable. The following language is added: Delamination or rupture of roof SECTION V. page 24 ADDENDA 258 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA sheathing shall be deemed a Major Structural Defect in need of warranty performance. 4. Sections II.A.5 and II.A.6 — Foreclosure does not void the Limited Warranty for VA/FHA Fi- nanced Homes only. 5. Section II.C.1. One Year Coverage — The following language is added: Notwithstanding anything to the contrary contained in this Lim- ited Warranty, during the first year of coverage, your Builder will repair or restore the reliable function of Appliances and Equipment dam- aged during installation or improperly installed by your Builder. In addition, your Builder will correct Construction Deficiencies in workman- ship and materials resulting from the failure of the Home to comply with standards of qual- ity as measured by acceptable trade practices. Construction Deficiencies are Defects (not of a structural nature) in the Home that are at- tributable to poor workmanship or to the use of inferior materials which result in the impaired functioning of the Home or some part of the Home. Defects resulting from your abuse or from normal wear and tear are not considered Construction Deficiencies. 6. Section II.C.4. Condominium Coverage —The following language is substituted: The Limited Warranty shall only apply to warranted common elements which are those portions of the defined Electrical, Heating, Ventilating, Cooling, Plumb- ing and structural Systems which serve two (2) or more residential units, and are contained wholly within a residential structure that, if defective, would constitute a health or safety condition for the occupants. Examples of common elements which are covered by this Limited Warranty are hallways, meeting rooms, stairwells and other spaces wholly within the residential structure serving two (2) or more units; and structurally attached balconies, arches and decks. Examples of common elements which are not covered under this Limited Warranty are club houses, recreational buildings and facilities, walkways, exterior structures, or any other non-residential structure which is part of the condominium. 7. Section II.C. — The following coverage is added for the State of Colorado ONLY: The Builder’s warranty for basement slabs in the State of Colorado is extended from the first through the fourth year. 8. Section II.D. — The following statement is added: This agreement is non-cancelable by the Warrantor. 9. Section II.D.9. is deleted. 10. Section II.D.10. — The following language is added: Repairs to the Home may be made without the prior written authorization of the Warrantor only in the event an Emergency Condition arises that necessitates repairs be made for the sole purpose of protecting the Home from further damage. You must notify the Warrantor as soon as possible, but in no event, later than five (5) days after the repairs have been made in order to qualify for reim- bursement. An accurate, written record of the repair cost must accompany your notification. 11. Section II.E.1.d. — The following language is substituted: Loss or damage which is covered by any other insurance or for which compensa- tion is granted by state legislation. 12. Section II.E.1.e. — The following language is substituted: resulting directly or indirectly from flood, waves, tidal water, overflow of a body of water, or spray from any of these (whether or not driven by wind), water which backs up from sewers or drains, changes in the water table which were not reasonably foresee- able, wetlands, springs or aquifers. Surface water and underground water which cause an unforeseeable hydrostatic condition with resul- tant damage to the structure are covered. 13. Section II.E.2.d. is deleted. 14. Section II.E.2.m. — The following language is substituted: any portion of a public Water Supply System, including volume and pres- sure of water flow. 15. Section II.E.2.o. — The following language is substituted: any portion of a public Sewage Disposal System, including design. 16. Section II.E.2.p. — exclusion is deleted. 17. Section II.E.5. — The following language is substituted: Consequential Damages to per- sonal property are excluded. Consequential Damages to real property as a result of a De- fect or repair of a Defect are covered. 18. Section II.E.9. — The following language is added: Warranted Defects repaired as a result of emergency property protection measures as described and defined in this addendum are covered. 19. Section III.A. a. Site Work — The following language is substituted: (1) 3.18 (Action Required) If final grading was performed by the Builder, he will replace fill in excessively settled areas. b. Floor Covering — The following lan- guage is added: (1) 4.26 (Observation) Gaps or cracks between finished floor boards. (Action Required) Builder will correct gaps or SECTION V. page 25 ADDENDA 259 WPMIC #319 Rev. 8/17 © 1996 Harrisburg, PA cracks which exceed 1/8 in. in width. (Comments) Finished wood floors expand and contract due to humidity changes in your Home. Cracks and gaps which shrink and disappear in non-heat- ing seasons are considered normal. (2) 4.27 (Observation) Cupping, crowning or loose finished floor boards. (Action Required) Builder will correct only if caused by a Defect in installation. (Com- ments) Finished wood flooring cups from gaining or losing moisture on one side faster than the other. Some cupping and crowning should be considered normal due to growth rings in the tree and the part of the tree used. The Builder is not responsible for natural properties of the product, or for climatic conditions and personal living habits which can affect moisture content of floor boards. Cupping or crowning action may have loosened nails or adhesive. Owner is responsible if condition is caused by conditions beyond Builder’s control. (3) 4.28 (Observation) Ceramic tile cracks or loosens. (Action Required) Build- er will correct only if documented prior to occupancy. (Comments) Owner is responsible for establishing a pre-clos- ing walk-through inspection list. 20. Section III.B.6. — The following language is added: (Observation) Septic system fails. (Action Required) Builder will correct if dam- age is due to poor workmanship or materials, which are not in conformance with Sewage Enforcement Officer's instructions as per design and installation only. (Comments) Builder is required to abide by state or local requirements for the installation of on-site sewage disposal system. Any deficiency or failure which occurs or is caused by a condition other than faulty workmanship or materials, such as design, is not covered by this Limited Warranty. Owner is responsible for routine maintenance of sys- tem, which may include, but not be limited to: pumping the septic tank; adding chlorine to a chlorinator; and refraining from driving or parking vehicles or equipment on the system. Damages caused by freezing, soil saturation, un- derground springs, water run-off, excessive use and an increase in level of water table are among causes not covered by this Limited Warranty. 21. Section IV.E. Arbitration — The following language is added: The judicial resolution of disputes is not precluded by this warranty and may be pursued by the homeowner at any time during the dispute resolution process. 22. Section IV.E. Arbitration — Because HUD does not require mandatory arbitration, the following is deleted: Since this Limited Warranty provides for mandatory binding arbitration of disputes, if any party commences litigation in violation of this Limited Warranty, such party shall reimburse the other parties to the litigation for their costs and expenses, including attorney fees, incurred in seeking dismissal of such litigation. 23. Section IV.F.3., F.4. and F.11.a. — The fol- lowing language is substituted: In the first two (2) years, if your Builder does not fulfill its obligations under this Limited Warranty, the Insurer will be responsible for your Builder’s obligations, subject to a one-time warranty ser- vice fee of $250. The Insurer’s liability in Years 3 through 10 under this Limited Warranty is sub- ject to a warranty service fee of $250 per request for warranty performance. In each instance, you must pay the fee prior to the Insurer’s repair or replacement. In the event of payment, the fee will be subtracted from the cash payment. In the case of the common elements of a condo- minium, the warranty service fee shall be $250 per Home affected by each common element in need of service, limited to a maximum of $5,000 per free standing structure. 24. Section IV.F.6. — The following language is added: Where a warranted Defect is determined to exist and where the Warrantor elects to pay the reasonable cost of repair or replacement in lieu of performing such repair or replacement, the cash offer must be in writing. You will be given two (2) weeks to respond. Cash offers over $5,000 are subject to an on-site review by a HUD approved fee inspector (inspection costs will be paid by the Warrantor) unless: a. the cash offer is made pursuant to a binding bid by an independent third party contrac- tor, which will accept an award of a contract from you pursuant to such bid; b. payment is being made in settlement of legal action; c. you are represented by legal counsel. E. Maryland Addendum You should contact the Administrator personally to ver- ify the existence of your Warranty. Further, you should report any Warranty problems, which are not promptly resolved by your Builder, to the Administrator. 1. Section IV.F.3. and IV.F.4. are not applicable for the state of Maryland. page 26 SECTION V. ADDENDA 260 GENERAL NOTES I SITEWORK A. BUILDER SHALL BE RESPONSIBLE FOR GRADING OF SITE AND LOTS. B. PERFORM EXCAVATION ACCORDING TO GOOD COMMON CONSTRUCTION PRACTICES TO THE LINES, GRADES, AND ELEVATIONS INDICATED ON DRAWINGS. C. PROVIDE FOUNDATION DRAINAGE AS SPECIFIED BY GOVERNING CODES. D. PROVIDE SOIL POISONING TO CONTROL TERMITES AS REQ BY GOVERNING CODES. II CONCRETE A. ALL CONCRETE SHALL BE DESIGNED AND SPECIFIED BY OTHERS. III MASONRY A. A. BRICK VENEER 1. PROVIDE MODULAR SIZE BRICK VENEER UNITS COMPLYING WITH GOVERNING CODES. BRICK TYPE SHALL BE SPECIFIED BY BUILDER. 2. PROVIDE MORTAR IN ACCORDANCE WITH GOVERNING CODES. IV METALS A. ALL STRUCTURAL STEEL SHALL COMPLY WITH APPROPRIATE GOVERNING CODES. V WOOD AND PLASTICS A. LUMBER AND MANUFACTURED/ENGINEERED WOOD PRODUCTS SHALL, IN ADDITION TO COMPLYING WITH GOVERNING CODES, COMPLY WITH: 1. "PRODUCT USE MANUAL" OF THE WESTERN WOOD PRODUCTS ASSOCIATION FOR SELECTION AND USE OF PRODUCTS INCLUDED IN THAT MANUAL. 2. "PLYWOOD SPECIFICATION AND GRADE GUIDE" OF THE AMERICAN PLYWOOD ASSOCIATION. 3. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS AND RECOMMENDATIONS FOR FIRE- RETARDANT AND PRESERVATIVE PRESSURE TREATED LUMBER AND PLYWOOD. a. ALL WOOD INDICATED AS "PRESSURE TREATED" OR "TREATED" SHALL BE PRESERVATIVE PRESSURE TREATED. b. ALL WOOD INDICATED AS "FIRE-RETARDANT" SHALL BE FIRE-RETARDANT PRESSURE TREATED. B. FRAMING LUMBER: PROVIDE LUMBER AND MATERIALS MEETING OR EXCEEDING THE FOLLOWING STANDARDS OF QUALITY: 1. ALL ENGINEERED WOOD PRODUCTS SHALL BE HANDLED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS/SPECIFICATIONS RECOMMENDATIONS UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL HEADERS AND BEAMS SHALL BE FREE FROM SPLITS, CHECKS, AND SHAKES. 3. CEILING JOISTS ARE DESIGNED FOR NO ATTIC STORAGE UNLESS NOTED OTHERWISE. 4. SPECIES: a. LOAD BEARING FRAME MEMBERS, EXCEPT PLATES: DOUGLAS FIR #2 OR BETTER. b. SOLE, TOP AND DOUBLE PLATES: SOUTHERN YELLOW PINE #2 OR BETTER. c. EXTERIOR DECK FRAMING: SOUTHERN YELLOW PINE #2 OR BETTER CCA .40 PRESSURE TREATED. d. EXTERIOR DECKING AND RAILINGS: PONDEROSA PINE #2 OR BETTER CCA .40 PRESSURE TREATED. 5. ROUGH HARDWARE: a. STEEL ITEMS: • COMPLY WITH GOVERNING CODES. • USE GALVANIZED AT EXTERIOR LOCATIONS. C. TRUSS LAYOUT IS SCHEMATIC ONLY. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN (INCLUDING SPACING) OF ALL TRUSSES. TRUSSES TO BE DESIGNED AND CERTIFIED BY AN ENGINEER LICENSED IN THE STATE OF IOWA. D. STAIR CONSTRUCTION SHALL CONSIST OF 3-2X12 STRINGERS, 3/4" THICK TREAD AND 1/2" THICK RISERS, UNLESS NOTED OTHERWISE. E. ALL WOOD PLATED BEARING ON CONCRETE OR MASONRY SHALL BE OF DECAY-RESISTANT MATERIAL AS REQ BY GOVERNING CODES. F. INTERIOR TRIM SHALL BE SELECTED BY BUILDER. G. ALL EXTERIOR FRAMING AND DECKING SHALL BE CONSTRUCTED OF DECAY-RESISTANT LUMBER CCA .40 OR EQUAL. VI THERMAL & MOISTURE PROTECTION A. THERMAL BUILDING INSULATION AT ASSEMBLIES ADJACENT TO EXTERIOR OR UNHEATED SPACES MEETING THE REQUIREMENTS OF GOVERNING CODES AND, UNLESS OTHERWISE NOTES, MEETING THE FOLLOWING MINIMUM REQUIREMENTS: 1. FOUNDATION WALLS: a. BASEMENT: GLASS FIBER, VINYL FACED BLANKETS, R-15. UNLESS NOTED OTHERWISE ON PLANS. b. CRAWL SPACE: GLASS FIBER, UNFACED BLANKETS, R-15. UNLESS NOTED OTHERWISE ON PLANS. 2. EXTERIOR FRAME WALLS: a. 2X4: GLASS FIBER, BATTS, R-15. UNLESS NOTED OTHERWISE ON PLANS. b. 2X6: GLASS FIBER, BATTS, R-20 (MIN.). UNLESS NOTED OTHERWISE ON PLANS. 3. CEILINGS: a. ATTIC AREAS: GLASS FIBER, BLOWN, R-49. UNLESS NOTED OTHERWISE ON PLANS. b. VAULTED RAFTERS: GLASS FIBER, BATTS, R-49. UNLESS NOTED OTHERWISE ON PLANS. 4. FRAMED FLOORS OVER UNHEATED AREAS: GLASS FIBER BATTS, R-20 (MIN.). UNLESS NOTED OTHERWISE. B. INSTALL 4 MIL POLYETHYLENE VAPOR BARRIER TO INSIDE FACE OF STUDS AT ALL EXTERIOR WALLS EXCEPT BATHROOMS. UNLESS NOTED OTHERWISE ON PLANS. C. ROOFING SHALL BE SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. D. SIDING SHALL BE SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. E. FLASHING AND SHEET METAL REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING. IN ADDITION TO COMPLYING WITH GOVERNING CODES, COMPLY WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF "ARCHITECTURAL SHEET METAL MANUAL" PUBLISHED BY SMACNA. ALL IRON SHEET METAL FLASHING SHALL BE HOT-DIP GALVANIZED COMPLYING WITH ASTM A93. F. GUTTER AND DOWN SPOUTS AS SPECIFIED BY BUILDER. DOWN SPOUT AND SPLASH LOCATIONS SHALL BE DETERMINED BY SUB CONTRACTOR AND APPROVED BY BUILDER SO AS TO PROVIDE POSITIVE ROOF AND SITE DRAINAGE. G. ATTIC AND ROOF VENTILATION AS REQUIRED BY GOVERNING CODES AND AS SHOWN ON DRAWINGS. PROVIDE APPROPRIATE SOFFIT AND ROOF VENTS AS SPECIFIED/APPROVED BY BUILDER. H. FOUNDATION MOISTURE PROTECTION: 1. WATERPROOF FOUNDATION WALLS AS SPECIFIED AS BUILDER. 2. SUMP PIT AND PUMP AS SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. 3. PERFORATED FOUNDATION DRAIN TILE AS SPECIFIED BY BUILDER. VII DOORS & WINDOWS A. DOORS: 1. DOORS AS FOLLOWS AND AS SPECIFIED BY BUILDER: a. ENTRY DOORS AND SIDELIGHTS: AS SPECIFIED BY BUILDER. b. HOUSE/GARAGE DOORS: 20 MIN FIRE RATED INSULATED STEEL DOOR, FLUSH WITH CLOSER. c. OVERHEAD GARAGE DOORS: INSULATED, AS SPECIFIED BY BUILDER. d. PATIO DOORS (HINGED): FULL GLASS AS SPECIFIED BY BUILDER. e. SLIDING GLASS DOORS: AS SPECIFIED BY BUILDER. f. INTERIOR DOORS: AS SPECIFIED BY BUILDER. B. WINDOWS: 1. WINDOWS AS FOLLOWS AND AS SPECIFIED BY BUILDER: a. LIVING LEVELS (INCLUDING WALKOUT BASEMENT): POLYVINYL OR METAL CLAD. b. BASEMENT: ALUMINUM. 2. UNITS OF THE SIZE, STYLE AND QUANTITY SHOWN ON DRAWINGS. 3. GLAZING SHALL BE DOUBLE-PANE INSULATING GLASS IN LIVING AREAS. 4. TEMPERED GLASS IN ALL WINDOWS AS REQUIRED BY GOVERNING CODES. 5. INSTALL EMERGENCY EGRESS UNITS AS REQUIRED BY GOVERNING CODES. C. FINISH HARDWARE SHALL BE SPECIFIED BY BUILDER. INSTALL ALL HARDWARE REQUIRED BY GOVERNING CODES. VIII FINISHES A. GYPSUM PANELS: 1. GYPSUM PANELS, UNLESS OTHERWISE NOTED SHALL BE PROVIDED AS FOLLOWS: a. EXTERIOR WALLS: 1-LAYER 1/2" REGULAR PANELS TO INTERIOR FACE. b. INTERIOR PARTITIONS: 1-LAYER 1/2" REGULAR PANELS EACH SIDE. c. CEILING: 1-LAYER 5/8" REGULAR PANELS. d. GARAGE: PROVIDE 5/8" TYPE "X" PANELS AS REQUIRED BY CODE. e. SHOWERS: CONCRETE BOARD BEHIND TILE SHOWERS. 2. PROVIDE METAL CORNER BEAD AND TRIM AT ALL LOCATIONS SHOWN ON DRAWINGS AND AS RECOMMENDED BY GYPSUM WALLBOARD MANUFACTURER. 3. TAPE, FLOAT AND SAND JOINTS AND FASTENERS OF GYPSUM WALLBOARD WITH 3-COATS OF JOINT COMPOUND AS REQUIRED. B. FINISHES SHOWN ON DRAWINGS SHALL BE SPECIFIED BY BUILDER. IX SPECIALTIES A. FIREPLACES SHALL BE AS FOLLOWS: 1. GAS AND/OR ELECTRIC FIREPLACE MANUFACTURER AND MODEL SHALL BE SPECIFIED BY BUILDER. 2. PRE-MANUFACTURED GAS (NON-WOOD BURNING) UNITS OF THE STYLE AND SIZE SHOWN ON DRAWINGS. 3. SUB CONTRACTOR(S) SHALL BE RESPONSIBLE FOR PROPER INSULATION OF FIREPLACE UNIT, VENTING, HEARTH, MANTLE AND RELATED COMPONENTS AS RECOMMENDED BY MANUFACTURER AND AS REQUIRED BY GOVERNING CODES. B. SHOWER, TUB AND TUB/SHOWER ENCLOSURES SHALL BE CONSTRUCTED OF APPROVED SAFETY GLAZING AS SPECIFIED BY BUILDER. C. GUARDRAILS SHALL BE PROVIDED AS SHOWN ON DRAWINGS AND AT ENCLOSED FLOOR OPENINGS, OPEN SIDES OF STAIRWAYS, LANDINGS AND RAMPS, BALCONIES, PORCHES OR DECKS WHICH ARE MORE THAN 30 INCHES ABOVE GRADE OR FLOOR BELOW. THE TOP OF GUARDRAILS SHALL NOT BE LESS THAN 36 INCHES IN HEIGHT. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT SPHERE 4 INCHES IN DIAMETER CANNOT PASS THROUGH. X MECHANICAL A. GENERAL: 1. INFORMATION AND LAYOUTS SHOWN ON DRAWINGS ARE ONLY SCHEMATIC IN DESIGN, AND SHALL BE REVIEWED BY SUB CONTRACTORS, SUPPLIERS, AND BUILDING OFFICIALS FOR COMPLIANCE WITH GOVERNING CODES AND GOOD COMMON CONSTRUCTION PRACTICES. 2. EQUIPMENT AND FIXTURES SHALL BE SPECIFIED BY BUILDER. 3. DESIGN AND INSTALLATION OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE APPROPRIATE LICENSED CONTRACTORS. B. PLUMBING: 1. PLUMBING ROUGH-IN SHALL BE PROVIDED TO WASHER BOX FOR CLOTHES WASHER. 2. GAS LINES AND VALVES TO ALL GAS APPLIANCES AS SPECIFIED BY BUILDER. C. HEATING, VENTILATING & AIR CONDITIONING: 1. FURNACE: GAS, FORCED AIR AS SPECIFIED BY BUILDER. 2. ALL HVAC EQUIPMENT SHALL BE INDIVIDUALLY SWITCHED. 3. DRYER VENT SHALL EXHAUST TO EXTERIOR. 4. MECHANICAL EXHAUST VENTILATION WHERE INDICATED IN BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS SHALL EXHAUST TO EXTERIOR AND PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR. XI ELECTRICAL A. GENERAL: 1. INFORMATION AND LAYOUTS SHOWN ON DRAWINGS ARE ONLY SCHEMATIC IN DESIGN, AND SHALL BE REVIEWED BY SUB CONTRACTORS, SUPPLIERS AND BUILDING OFFICIALS FOR COMPLIANCE WITH GOVERNING CODES AND GOOD COMMON CONSTRUCTION PRACTICES. 2. EQUIPMENT AND FIXTURES SHALL BE SPECIFIED BY BUILDER. 3. DESIGN AND INSTALLATION OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE APPROPRIATE LICENSED CONTRACTORS. B. INSTALL GROUND-FAULT CIRCUIT-INTERRUPTERS (GFI OR GFCI) MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL OUTDOOR, BEDROOM(S), BATH AND GARAGE WALL RECEPTACLES SHALL BE PROVIDED WITH GROUND-FAULT CIRCUIT PROTECTION. C. INSTALL LOCALLY CERTIFIED SMOKE DETECTORS MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. SMOKE DETECTORS SHALL BE 110 VOLT POWERED, EQUIPPED WITH A BATTERY BACKUP AND SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALL WORK TO CONFORM TO 2018 IRC FRAMING NOTES EXTERIOR HEADERS: ALL HEADERS TO BE SIZED BY OTHERS. ALL WINDOW HEAD HEIGHTS NOTED ON PLANS TO BE VERIFIED AND ADJUSTED AS REQUIRED BY BUILDER. INTERIOR HEADERS:IN NON BEARING PARTITION WALLS - 2x4 CAP STOOP:3/4" OSB 2X6 FRAMING TAP CON OR RAMSET AND BRACED TO FOUNDATION TIES; SB TO HANG EXTEND OVER FOUNDATION HALF WAY NO BRIDGING:SOLID BLOCKING AS REQUIRED BY CODES. BASEMENT STAIRS:3/4" AWAY FROM FRAMED OR FURRED WALLS. MAIN STAIRS:1/2" RISERS, 3/4" TREADS WITH 1" OVERHANG ON FRONT, GLUED AND NAILED; TREADS HANG OVER ENDS 1 1/2" OR 2 1/4" WITH SKIRT BOARD. (USE SCRAPS WHERE POSSIBLE.) UPPER FLOOR BALCONIES:OSB FLUSH FOR 1X6 BALUSTER PLATE UNLESS SPECIFIED ON PLANS. TUB/SHOWERS: 5', 4' AND 3' EXACT OPENINGS. AS NOTED ON PLAN. EXTERIOR DOORS:3/4" OSB SPACER BETWEEN DOOR SILL AND FLOOR DECK, SLIDING GLASS DOORS INSTALL DIRECTLY TO FLOOR DECK. TRUSSES:24" OC WITH BRACING AS SPECIFIED BY TRUSS MANUFACTURER. RAFTERS:24" OC WITH BRACING AS SHOWN ON PLANS. VAULT 2X10 16" OC/ 2X6 SUB FASCIA, LOOKOUTS AS REQUIRED. EXTERIOR WALLS:OSB SHEATHING ON ALL EXTERIOR WALLS AND EXTERIOR FACE OF ALL GABLES. SHEATHING IS ALSO REQUIRED ON THE OUTSIDE FACE OF ANY/ALL WALLS THAT ADJOIN ENCLOSED UNHEATED SPACES AS SUCH AS PORCH ROOFS OR ATTIC SPACES. UNLESS NOTED OTHERWISE ON PLANS. SIDING:CAULK BEHIND WINDOWS AND DOORS. HOUSE WRAP OVER ALL EXTERIOR WALLS AND GABLES; INSTALLED TO BE WATER TIGHT PER MFGR'S SPECIFICATIONS. FLASHING:2X4 UNDER RIDGE ON ALL GABLES. RUBBER FLASHING 18" WIDE UNDER ALUMINUM FLASHING. CONTINUOUS FLASHING ALONG SHED ROOFS AND STOOPS. FRAMER SHALL PROVIDE CLEAR CHASES FOR PLUMBING AND MECHANICAL SYSTEMS. THE FRAMER SHALL ADJUST LAYOUT OR PLACEMENT OF FRAMING MEMBERS TO PROVIDE REQUIRED CLEARANCES FOR ALL MECHANICAL AND PLUMBING SYSTEMS WHILE MAINTAINING STRUCTURAL INTEGRITY. PROJECT REQUIREMENTS GENERAL CONSTRUCTION/CONTRACTOR REGULATIONS: ALL CONTRACTORS SHALL VISIT JOB SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BEFORE SUBMITTING BIDS. THE DESIGNER IS TO BE NOTIFIED FOR RE-EVALUATION IF ANY CONDITIONS DO NOT CORRESPOND TO THOSE SHOWN IN THESE DOCUMENTS. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS. CONTRACTORS SHALL NOT SCALE ANY DRAWINGS. THE DIMENSIONS SHOWN ARE TO TAKE PRECEDENCE OVER SCALING THE DOCUMENTS. THE GENERAL CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY INCORRECT WORK AND ANY REPAIR OF SAID WORK AS A RESULT OF SCALING THE DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS REPRESENTED ON THESE DOCUMENTS INCLUDING THE WORK AND MATERIALS FURNISHED BY SUBCONTRACTORS AND VENDERS. THE CONTRACTOR/OWNER SHALL THOROUGHLY REVIEW AND BECOME FAMILIAR WITH THESE DOCUMENTS. UPON REVIEW THE CONTRACTOR SHALL DOCUMENT AND NOTIFY THE DESIGNER OF ANY ERRORS, OMISSIONS, DISCREPANCIES, AND/OR INCONSISTENCIES PRIOR TO THE START OF ANY PORTION OF THE PROPOSED WORK. THE DESIGNER SHALL REVIEW THE PROPOSED CORRECTIONS AFTER THE RECEIPT OF NOTIFICATION. NO CHANGE SHALL BE MADE WITHOUT REVIEW OF THE DESIGNER AND APPROVAL OF THE OWNER. THE DISCOVERY OF DISCREPANCIES AND/OR CONFLICTS AFTER THE START OF WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY ERRORS, OMISSIONS, DISCREPANCIES, AND/OR INCONSISTENCIES WHICH HAVE NOT BEEN BROUGHT TO THE DESIGNERS ATTENTION. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR IN CHARACTER TO COMPARABLE CONDITIONS DETAILED. ANY CLARIFICATIONS NECESSARY TO ENSURE ACCURATE CONSTRUCTION AND COMPLETION OF THE PROJECT SHALL BE ADDRESSED BY THE CONTRACTOR PRIOR TO SUBMISSION OF PROJECT. DEVIATIONS FROM THESE DOCUMENTS IN THE CONSTRUCTION PHASE SHALL BE REVIEWED BY THE DESIGNER AND THE OWNER PRIOR TO THE START OF THE WORK IN QUESTION. ANY DEVIATIONS FROM THESE DOCUMENTS WITHOUT PRIOR REVIEW SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR/OWNER. ALL WORK PERFORMED BY THE CONTRACTOR SHALL COMPLY AND CONFORM WITH LOCAL AND STATE BUILDING CODES, ORDINANCES, REGULATIONS, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE TO BE AWARE OF THESE REQUIREMENTS AND GOVERNING REGULATIONS. THE CONTRACTOR/OWNER SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, PRECAUTIONS, TECHNIQUES, SEQUENCES, PROCEDURES, AND COORDINATION OF ALL PORTION OF THE WORK. ALL WORK SHALL BE DONE IN A WORKMANSHIP-LIKE MANNER. CONTRACTORS/TRADES ARE TO REMOVE THEIR DEBRIS AND LEAVE JOB-SITE BROOM SWEPT AT THE END OF EACH DAY. THESE DOCUMENTS ARE THE PROPERTY OF THE DESIGNER AND SHALL NOT BE COPIED, DUPLICATED, ALTERED, MODIFIED, REVISED, OR RE-USED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN APPROVAL OF THE DESIGNER. TO THE BEST OF THE DESIGNERS' KNOWLEDGE THESE CONSTRUCTION DOCUMENTS ARE IN CONFORMANCE WITH THE REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. IT IS THE INTENT OF THE DESIGNER TO DELINEATE THESE DOCUMENTS AS ACCURATE AS POSSIBLE FOR THE PURPOSE OF GRAPHIC REPRESENTATION. ALL LOCAL AND STATE CODES TO SUPERCEDE THESE CONSTRUCTION DOCUMENTS. IN CASE OF A CONFLICT BETWEEN THESE DOCUMENTS AND LOCAL OR STATE CODES THE CONTRACTOR SHALL INFORM THE DESIGNER. THE OWNER SHALL FURNISH ANY AND ALL REPORTS RECEIVED FROM THE GEOTECHNICAL ENGINEER (SOIL REPORTS), ON THE STUDY OF THE PROPOSED SITE TO THE DESIGNER, STRUCTURAL ENGINEER, AND CONTRACTOR. IN THE EVENT THE GEOTECHNICAL REPORTS DO NOT EXIST, THE SOIL CONDITION SHALL BE ASSUMED TO BE A MINIMUM DESIGN SOIL PRESSURE STATED BY THE STRUCTURAL ENGINEER OF RECORD FOR THE PURPOSE OF STRUCTURAL DESIGN. CONTRACTOR SHALL VERIFY THE SOIL CONDITIONS MEET OR EXCEED THIS CRITERIA. SHOP DRAWING REVIEW AND DISTRIBUTION ALONG WITH PRODUCT SUBMITTALS REQUESTED IN THE CONSTRUCTION DOCUMENTS, SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR, UNLESS DIRECTED OTHERWISE UNDER A SEPARATE AGREEMENT. THE DESIGNER SHALL NOT ACCEPT OR REVIEW ANY REQUEST FOR SHOP DRAWING REVIEW WITHOUT THE REVIEW OF THE CONTRACTOR. THE DIMENSIONS SPECIFIED IN THIS TABLE ARE TYPICALLY ACCEPTED DIMENSIONS FOR CONVENTIONALLY DESIGNED SINGLE FAMILY DWELLING STRUCTURES OF ONE OR TWO STORIES IN HEIGHT INTENDED TO BE CONSTRUCTED ON UNDISTURBED, NON-EXPANSIVE SOILS. 8"x 16" WITH TWO #4 REINFORCEMENT BAR CONVENTIONAL FOOTING DIMENSIONS & REINFORCEMENT 2,000 P.S.F. SOIL BEARING PRESSURE ASSUMING 2,000 P.S.F. IS REQUIRED FOR THE FOOTING, THE FOLLOWING ADJUSTED FOOTING DIMENSIONS MAY BE USED FOR THE SOIL CONDITIONS SPECIFIED IN THE TABLE BELOW, UNLESS SPECIFIC ENGINEERING PROBLEMS EXIST. 1,850 P.S.F.9"x 20" WITH TWO #4 REINFORCEMENT BARS 1,500 P.S.F.10"x 24" WITH TWO #5 REINFORCEMENT BARS 1,250 P.S.F.11"x 28" WITH THREE #5 REINFORCEMENT BARS 1,000 P.S.F. 12"x 32" WITH THREE #5 REINFORCEMENT BARS RESIDENTIAL CONVENTIONAL FOOTING DIMENSIONS: b MICRO-LAMS (12") 2x4 STUDS 2x6 STUDS 2x4 AND MISC. F = 800 PSI F = 600 PSI E = 1500 KSI E = 2000 KSI F = 2800 PSI c c b E = 1700 KSI F = 625 PSI F = 1400 PSI E = 1700 KSI F = 1000 PSI F = 725 PSI E = 1500 KSI F = 675 PSIc c b b c WEATHERING - SEVERE BASEMENT WALLS, FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO WEATHER 2x6 AND LARGER STRUCTURAL STEEL REINFORCING STEEL CONCRETE FRAMING LUMBER 115 MPH (SEISMIC DESIGN CATEGORY - A) F = 36 KSI F = 60 KSI F = 2500 PSI F = 2500 PSI F = 1200 PSI c c y y 2000 PSF 1500 PSF ROOF (SNOW)30 PSF SOIL TEST BUILDING MATERIALS WIND DESIGN LIVE LOADS DESIGN DATA IRC 2018 BUILDING PLANNING - CHAPTER 3 (LOAD BEARING PRESSURE) SAND, SILTY SAND, CLAYEY SAND, SILT GRAVEL AND CLAYEY GRAVEL CLAYEY, SANDY, SLIGHTLY CLAY, CLAYEY SILT, SILT AND SANDY SILT CLAY BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS F = 3000 PSIc BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER F = 3500 PSI PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE, AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND/OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS, AND/OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. ALL SCHEDULES SHOWN ARE TO BE VERIFIED BY BUILDER, SUB-CONTRACTORS, VENDORS, AND/OR OTHERS AND ADJUSTED AS REQUIRED. DOOR, WINDOW, AND MATERIAL TAKEOFFS NOTED ARE ESTIMATED ONLY, FROM MATERIALS SHOWN ON PLANS AND DO NOT TAKE IN ACCOUNT FOR WASTE. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND/OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS, AND/OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. SHEET LIST A0.0 COVER SHEET A1.0 BASEMENT FLOOR - UNFINISHED A1.1 BASEMENT FLOOR - FINISHED A1.2 MAIN FLOOR A1.3 UPPER FLOOR A2.0 EXTERIOR ELEVATIONS A2.1 3D VIEWS, AREA PLANS A3.0 ROOF PLAN, STAIR SECTION, FIREPLACE DETAIL D1 DETAILS D2 DETAILS D3 DETAILS E1 ELECTRICAL PLAN - BASEMENT FLOOR E2 ELECTRICAL PLAN - MAIN FLOOR E3 ELECTRICAL PLAN - UPPER FLOOR PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes COVER SHEET A0.0 12. 05. 24 REVISION SCHEDULE NUMBER DATE COMMENTS AREA SCHEDULE - FINISHED BASEMENT MAIN FLOOR 899 SF UPPER FLOOR 1175 SF LIVING AREA TOTAL:2074 SF BASEMENT - FINISHED 597 SF BASEMENT - UNFINISHED 311 SF GARAGE 417 SF OTHER AREA TOTAL:1326 SF BUILDING AREA TOTAL:3400 SF AREA SCHEDULE - UNFINISHED BASEMENT MAIN FLOOR 899 SF UPPER FLOOR 1175 SF LIVING AREA TOTAL:2074 SF BASEMENT - FINISHED 0 SF BASEMENT - UNFINISHED 909 SF GARAGE 417 SF OTHER AREA TOTAL:1326 SF BUILDING AREA TOTAL:3400 SF 261 1'-9"16'-6" M.O.1'-9" 5'-6"24'-10"5'-8" 36'-0" 40 ' - 0 " 13 ' - 1 1 " 7' - 9 " 11 ' - 8 " 3' - 8 " 18 ' - 4 " 22 37 ' - 0 " 3' - 0 " 36'-0" 16'-0"20'-0" UNEXCAVATED STOOP 6'-8"13'-4" 2' - 0 " UP 14R W.H. SUMP FD 1'-0" 2' - 0 " 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 4-0 X 4-0 SL 54 4-0 X 4-0 SL 54 14 BE A M (F L U S H ) 11'-0"4'-0"2'-11"4'-2" R.O.13'-11" BE A M (F L U S H ) 58 58 57 1' - 8 1 / 8 " 2' - 8 7 / 8 " 4'-0 1/4"11'-8" BEAM (DROPPED) 3' - 0 " 6' - 0 " 10 ' - 8 " 10'-4"5'-8" 40 ' - 0 " 3' - 9 1 / 2 " 3' - 1 1 1 / 2 " 4'-4"5'-10"5'-10" 2 A3.0 18 ' - 4 " 21 ' - 8 " BASEMENT 8'-0" FOUNDATION WALLS 7-9 CEILING 4" CONCRETE SLAB 8"5'-6 1/2" 51 52 HEADER 3' - 9 " 53 2' - 4 " POIN LOAD (TYPICAL) FURNACE 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. 1/4" = 1'-0"1 BASEMENT FLOOR -UNFINISHED PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes BASEMENT FLOOR - UNFINISHED A1.0 12. 05. 24 DOOR SCHEDULE QTY DOOR SIZE COMMENTS T.O.FOUNDATION 1 16-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door MAIN FLOOR 1 2668 PKT POCKET DOOR 3 2668 1 2868 INSUL. w/CLOSER 20 MIN RATED W/CLOSER 1 6068 SGD SLIDING GLASS DOOR 1 3068 SC UPPER FLOOR 1 2468 7 2668 1 2-2068 DOUBLE DOOR 4 5068 BP BI-PASS DOOR 1 2868 WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES BASEMENT 2 4-0 X 4-0 SL 7'-6"MEETS EGRESS* VERIFY SILL HT MAIN FLOOR 1 2-6 X 3-6 SH 7'-2"MEETS EGRESS 1 5-0 X 5-0 SL 6'-11 1/2" MEETS EGRESS 2 5-0 X 5-0 FX 7'-11 1/2" MEETS EGRESS UPPER FLOOR 4 5-0 X 5-0 SL 6'-11 1/2" MEETS EGRESS ESTIMATED AREA - CONCRETE FLATWORK TYPE AREA VOLUME Floor: Basement 818 SF 10.1 CY Floor: Front Porch 76 SF 1.7 CY Floor: Garage 380 SF 4.7 CY Floor: Rear Patio 100 SF 1.2 CY TOTAL:1374 SF 17.7 CY ESTIMATED AREA - FOUNDATION WALLS TYPE AREA VOLUME Foundation - 8" Concrete 1323 SF 33 CY TOTAL 1323 SF 33 CY ESTIMATED AREA - FOOTINGS TYPE AREA VOLUME Retaining Footing - 16 x 8 326 SF 8 CY TOTAL:326 SF 8 CY ESTIMATED MATERIAL TAKEOFFS MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"790 SF GYPSUM WALL BOARD - 5/8"1591 SF Floors FLOOR SHEATHING - 3/4"1990 SF Roofs ASPHALT SHINGLES 2157 SF EXTERIOR SHEATHING - 1/2"2138 SF ROOF UNDERLAYMENT 2101 SF Walls EXTERIOR SHEATHING - 1/2"3059 SF GYPSUM WALL BOARD - 1/2"7825 SF GYPSUM WALL BOARD - 5/8"536 SF HOUSE WRAP / VAPOR RETARDER 3117 SF ESTIMATED WOOD WALLS MATERIAL LINEAL FEET BASEMENT WOOD STUD - 2X4 42'-2" WOOD STUD - 2X6 26'-6" MAIN FLOOR WOOD STUD - 2X4 82'-10" WOOD STUD - 2X6 6'-0" UPPER FLOOR WOOD STUD - 2X4 213'-4" WOOD STUD - 2X6 10'-5" KEYNOTE LEGEND NUMBER NOTE 14 FLOOR LINE ABOVE 22 BATH STUB ONLY 51 2X4 FLAT FRAME PRESSURE TREATED WALL FURRING w/ 1-1/2" THICK RIGID INSULATION FOAM BOARD, CONTINUOUS BETWEEN EACH STUD SPACE AS REQUIRED. INSULATION BOARD AND FURRING NOT TO EXTEND BEYOND TOP OF FOUNDATION WALL. 52 HVAC CHASE TO ATTIC. ADJUST FLOOR AND ROOF LAYOUT AS REQUIRED 53 PASSIVE RADON SYSTEM w/OUTLET IN ATTIC 54 EGRESS WINDOW SILL HEIGHT NOT TO EXCEED 44" AFF (MAX.) 57 2X4 BEARING WALL ON 16" X 8" CONTINUOUS CONCRETE FOOTING (TYP.) 58 2X6 BEARING WALL ON 16" X 8" CONTINUOUS CONCRETE FOOTING (TYP.) ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)3 26'-6 1/2" BEAM (FLUSH)11 94'-4 5/8" GIRDER TRUSS 1 19'-11" HEADER 5 35'-4" STEEL BEAM (DROPPED)1 19'-11" FLOORING SCHEDULE ROOM AREA FLOOR FINISH BASEMENT BASEMENT 794 SF 4" CONCRETE SLAB MAIN FLOOR BATH 26 SF HARD DINETTE 110 SF HARD DROP 19 SF HARD ENTRY 84 SF HARD GREAT RM,217 SF CARPET KITCHEN 156 SF HARD OFFICE / FLEX 111 SF CRPT P.20 SF HARD PATIO 100 SF 4" CONCRETE SLAB UPPER FLOOR BATH 52 SF HARD BDRM.2 151 SF CARPET BDRM.3 140 SF CARPET BDRM.4 149 SF CARPET HALL 134 SF CARPET L.50 SF HARD M.BATH 100 SF HARD PRIMARY 237 SF CARPET W.I.C.56 SF CARPET AREA SCHEDULE - UNFINISHED BASEMENT MAIN FLOOR 899 SF UPPER FLOOR 1175 SF LIVING AREA TOTAL:2074 SF BASEMENT - FINISHED 0 SF BASEMENT - UNFINISHED 909 SF GARAGE 417 SF OTHER AREA TOTAL:1326 SF BUILDING AREA TOTAL:3400 SF 262 2 A3.0 1'-9"16'-6" M.O.1'-9" 36'-0" 40 ' - 0 " 14 ' - 1 " 4' - 3 " 37 ' - 0 " 3' - 0 " 36'-0" 16'-0"20'-0" UNEXCAVATED STOOP SUMP 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 5454 3' - 0 " 6' - 0 " 10 ' - 8 " 10'-4"5'-8" 40 ' - 0 " 18 ' - 4 " 21 ' - 8 " 6'-8"13'-4" 2' - 0 " UP 14R W.H. FD 1'-0" 2' - 0 " 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 4-0 X 4-0 SL4-0 X 4-0 SL 14 BE A M (F L U S H ) BE A M (F L U S H ) BEAM (DROPPED) 4'-4"5'-10"5'-10" 13 ' - 1 1 " 7' - 9 " 11 ' - 8 " 3' - 8 " 18'-8"5'-3 1/2"8 1/2"11'-4" 2668 5068 BP 26 6 8 2668 01 23 36 V 1' - 8 1 / 8 " 2' - 8 7 / 8 " 4'-0 1/4"11'-8" 3' - 5 " 6' - 8 " 4' - 0 " 58 58 51 3' - 9 1 / 2 " 3' - 1 1 1 / 2 " 11'-0"4'-0"7'-5"4'-7"9'-0" 5'-10" 26 6 8 UNFINCRPT FAMILY RM. 7-9 CLG. CARPET BDRM.5 7-9 CLG. CARPET BASEMENT 8'-0" FOUNDATION WALLS 7-9 CEILING 4" CONCRETE SLAB MECH.RM. 7-9 CLG. 4" CONCRETE SLAB R/S 52 2- 2 0 6 8 HEADER 53 FURNACE 2' - 4 " 5'-6"13'-2"5'-8"5'-8" POIN LOAD (TYPICAL) UN F I N CR P T HA R D CR P T UN F I N CR P T 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes BASEMENT FLOOR - FINISHED A1.1 12. 05. 24 1/4" = 1'-0"1 BASEMENT FLOOR -UNFINISHED WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES BASEMENT 2 4-0 X 4-0 SL 7'-6"MEETS EGRESS* VERIFY SILL HT MAIN FLOOR 1 2-6 X 3-6 SH 7'-2"MEETS EGRESS 1 5-0 X 5-0 SL 6'-11 1/2" MEETS EGRESS 2 5-0 X 5-0 FX 7'-11 1/2" MEETS EGRESS UPPER FLOOR 4 5-0 X 5-0 SL 6'-11 1/2" MEETS EGRESS ESTIMATED AREA - CONCRETE FLATWORK TYPE AREA VOLUME Floor: Basement 818 SF 10.1 CY Floor: Front Porch 76 SF 1.7 CY Floor: Garage 380 SF 4.7 CY Floor: Rear Patio 100 SF 1.2 CY TOTAL:1374 SF 17.7 CY ESTIMATED AREA - FOUNDATION WALLS TYPE AREA VOLUME Foundation - 8" Concrete 1323 SF 33 CY TOTAL 1323 SF 33 CY ESTIMATED AREA - FOOTINGS TYPE AREA VOLUME Retaining Footing - 16 x 8 326 SF 8 CY TOTAL:326 SF 8 CY KEYNOTE LEGEND NUMBER NOTE 01 6-9 HD.HT. 14 FLOOR LINE ABOVE 23 TUB/SHOWER 51 2X4 FLAT FRAME PRESSURE TREATED WALL FURRING w/ 1-1/2" THICK RIGID INSULATION FOAM BOARD, CONTINUOUS BETWEEN EACH STUD SPACE AS REQUIRED. INSULATION BOARD AND FURRING NOT TO EXTEND BEYOND TOP OF FOUNDATION WALL. 52 HVAC CHASE TO ATTIC. ADJUST FLOOR AND ROOF LAYOUT AS REQUIRED 53 PASSIVE RADON SYSTEM w/OUTLET IN ATTIC 54 EGRESS WINDOW SILL HEIGHT NOT TO EXCEED 44" AFF (MAX.) 58 2X6 BEARING WALL ON 16" X 8" CONTINUOUS CONCRETE FOOTING (TYP.) ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)3 26'-6 1/2" BEAM (FLUSH)11 94'-4 5/8" GIRDER TRUSS 1 19'-11" HEADER 5 35'-4" STEEL BEAM (DROPPED)1 19'-11" DOOR SCHEDULE - FINISHED QTY DOOR SIZE COMMENTS BASEMENT 4 2668 1 2-2068 DOUBLE DOOR 1 5068 BP BI-PASS DOOR T.O.FOUNDATION 1 16-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door MAIN FLOOR 1 2668 PKT POCKET DOOR 3 2668 1 2868 INSUL. w/CLOSER 20 MIN RATED W/CLOSER 1 6068 SGD SLIDING GLASS DOOR 1 3068 SC UPPER FLOOR 1 2468 7 2668 1 2-2068 DOUBLE DOOR 4 5068 BP BI-PASS DOOR 1 2868 FLOORING SCHEDULE - FINISHED ROOM AREA FLOOR FINISH BASEMENT BASEMENT 218 SF 4" CONCRETE SLAB BATH 50 SF HARD BDRM.5 163 SF CARPET FAMILY RM.240 SF CARPET MECH.RM.49 SF 4" CONCRETE SLAB STAIR LANDING 41 SF CARPET MAIN FLOOR BATH 26 SF HARD DINETTE 110 SF HARD DROP 19 SF HARD ENTRY 84 SF HARD GREAT RM,217 SF CARPET KITCHEN 156 SF HARD OFFICE / FLEX 111 SF CRPT P.20 SF HARD PATIO 100 SF 4" CONCRETE SLAB UPPER FLOOR BATH 52 SF HARD BDRM.2 151 SF CARPET BDRM.3 140 SF CARPET BDRM.4 149 SF CARPET HALL 134 SF CARPET L.50 SF HARD M.BATH 100 SF HARD PRIMARY 237 SF CARPET W.I.C.56 SF CARPET ESTIMATED WOOD WALLS - FINISHED MATERIAL LINEAL FEET BASEMENT WOOD STUD - 2X4 151'-7" WOOD STUD - 2X6 31'-4" MAIN FLOOR WOOD STUD - 2X4 82'-10" WOOD STUD - 2X6 6'-0" UPPER FLOOR WOOD STUD - 2X4 213'-4" WOOD STUD - 2X6 10'-5" ESTIMATED MATERIAL TAKEOFFS - FINISHED MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"1293 SF GYPSUM WALL BOARD - 5/8"1591 SF Floors FLOOR SHEATHING - 3/4"1990 SF Roofs ASPHALT SHINGLES 2157 SF EXTERIOR SHEATHING - 1/2"2138 SF ROOF UNDERLAYMENT 2101 SF Walls EXTERIOR SHEATHING - 1/2"3059 SF GYPSUM WALL BOARD - 1/2"8692 SF GYPSUM WALL BOARD - 5/8"536 SF HOUSE WRAP / VAPOR RETARDER 3117 SF AREA SCHEDULE - FINISHED BASEMENT MAIN FLOOR 899 SF UPPER FLOOR 1175 SF LIVING AREA TOTAL:2074 SF BASEMENT - FINISHED 597 SF BASEMENT - UNFINISHED 311 SF GARAGE 417 SF OTHER AREA TOTAL:1326 SF BUILDING AREA TOTAL:3400 SF 263 5'-6"5'-6"2'-6"2'-6"10'-0"10'-0" 13 ' - 5 " 8" 4' - 3 " 21 ' - 8 " 18 ' - 4 " 21 ' - 8 " 10 " 3 ' - 2 " 11 ' - 4 " 7' - 7 " 14 ' - 1 " 36'-0" 36'-0" 11'-0"5'-0"20'-0" 2668 30 6 8 S C 2868 INSUL. w/CLOSER 07 5-0 X 5-0 SL (6'-11 1/2" HD HT) 16070 OHGD 5'-6"5'-9"8'-9"9'-6"6'-6" 6068 SGD HEADER HEADER 40 ' - 0 " 2-6 X 3-6 SH 2' - 0 " 5-0 X 5-0 FX (7'-11 1/2" HD HT) (TYPICAL OF 2) 5'-0"3'-6" 4' - 0 " 3' - 0 " 4' - 8 1 / 4 " 2668 PKT 2X6 WALL 3' - 0 " 4' - 0 " 33 ' - 0 " 2668 2668 (3'-8" SILL HT.) 2X 6 E X T E R I O R W A L L BEAM (DROPPED) UP 16R DN 14R BE A M (F L U S H ) 14 14 BE A M (F L U S H ) 37 PATIO 10-0 X 10-0 4" CONCRETE SLAB DINETTE 9-0 CLG. HARD KITCHEN 9-0 CLG. (DESIGNED BY OTHERS) HARD GARAGE 4" CONCRETE SLAB CONC. P. DROP 9-0 CLG. HARD OFFICE / FLEX 9-0 CLG. CRPT 05 2 A3.0 HEADER OP T I O N A L E L E C T R I C F . P . 43 8" CRPT UNFIN 05 GREAT RM, 9-0 CLG. CARPET ENTRY 9-0 CLG HARD 5/8" TYPE "X" GYP.BD. REQUIRED ON GARAGE CEILING AND ON ALL GARAGE/HOUSE COMMON WALLS OHGD IN OPEN POSITION 10 STEEL BEAM (DROPPED) 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E MO N O R O O F TR U S S E S 2 4 " O . C . HARD CRPT 52 15'-1 1/2" DWSINK EL E C T . R A N G E / M I C R O RE F 40 ' - 0 " BEAM (FLUSH) 4' - 2 1 / 2 " 6' - 0 " 3' - 1 0 1 / 2 " 10'-11 1/2"5'-1"5'-10"2'-5"9"3'-4"1'-4"3'-7 1/2"2'-8" 3' - 9 1 / 2 " 3' - 9 1 / 2 " 4' - 0 " 2' - 4 " 3' - 1 " 5' - 0 " 11 " 36V 3'-4 1/2"3'-1"7'-2 1/2"6'-3 1/2" 6'-5 1/2"13'-6" R/ S 9' - 4 " 10 ' - 7 1 / 2 " 5' - 1 1 1 / 2 " BEAM (DROPPED) SHELVES 10 MO N O R O O F TR U S S E S 24 " O . C . 10" HARD CRPT HARD CRPT HA R D CR P T BE A M ( F L U S H ) BE A M ( F L U S H ) BE A M ( F L U S H ) BEAM (FLUSH) HEADER POINT LOAD (TYP.) WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER.1/4" = 1'-0"1 MAIN FLOOR PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes MAIN FLOOR A1.2 12. 05. 24 DOOR SCHEDULE QTY DOOR SIZE COMMENTS T.O.FOUNDATION 1 16-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door MAIN FLOOR 1 2668 PKT POCKET DOOR 3 2668 1 2868 INSUL. w/CLOSER 20 MIN RATED W/CLOSER 1 6068 SGD SLIDING GLASS DOOR 1 3068 SC UPPER FLOOR 1 2468 7 2668 1 2-2068 DOUBLE DOOR 4 5068 BP BI-PASS DOOR 1 2868 WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES BASEMENT 2 4-0 X 4-0 SL 7'-6"MEETS EGRESS* VERIFY SILL HT MAIN FLOOR 1 2-6 X 3-6 SH 7'-2"MEETS EGRESS 1 5-0 X 5-0 SL 6'-11 1/2" MEETS EGRESS 2 5-0 X 5-0 FX 7'-11 1/2" MEETS EGRESS UPPER FLOOR 4 5-0 X 5-0 SL 6'-11 1/2" MEETS EGRESS ESTIMATED MATERIAL TAKEOFFS MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"790 SF GYPSUM WALL BOARD - 5/8"1591 SF Floors FLOOR SHEATHING - 3/4"1990 SF Roofs ASPHALT SHINGLES 2157 SF EXTERIOR SHEATHING - 1/2"2138 SF ROOF UNDERLAYMENT 2101 SF Walls EXTERIOR SHEATHING - 1/2"3059 SF GYPSUM WALL BOARD - 1/2"7825 SF GYPSUM WALL BOARD - 5/8"536 SF HOUSE WRAP / VAPOR RETARDER 3117 SF ESTIMATED WOOD WALLS MATERIAL LINEAL FEET BASEMENT WOOD STUD - 2X4 42'-2" WOOD STUD - 2X6 26'-6" MAIN FLOOR WOOD STUD - 2X4 82'-10" WOOD STUD - 2X6 6'-0" UPPER FLOOR WOOD STUD - 2X4 213'-4" WOOD STUD - 2X6 10'-5" KEYNOTE LEGEND NUMBER NOTE 05 8-0 HD.HT. 07 WOOD CASED OPENING 10 WALL LINE ABOVE 14 FLOOR LINE ABOVE 37 FLUSH ISLAND 43 ELECTRIC DIRECT VENT FIREPLACE - VERIFY MODEL AND R.O. PER BUILDER 52 HVAC CHASE TO ATTIC. ADJUST FLOOR AND ROOF LAYOUT AS REQUIRED ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)3 26'-6 1/2" BEAM (FLUSH)11 94'-4 5/8" GIRDER TRUSS 1 19'-11" HEADER 5 35'-4" STEEL BEAM (DROPPED)1 19'-11" FLOORING SCHEDULE ROOM AREA FLOOR FINISH BASEMENT BASEMENT 794 SF 4" CONCRETE SLAB MAIN FLOOR BATH 26 SF HARD DINETTE 110 SF HARD DROP 19 SF HARD ENTRY 84 SF HARD GREAT RM,217 SF CARPET KITCHEN 156 SF HARD OFFICE / FLEX 111 SF CRPT P.20 SF HARD PATIO 100 SF 4" CONCRETE SLAB UPPER FLOOR BATH 52 SF HARD BDRM.2 151 SF CARPET BDRM.3 140 SF CARPET BDRM.4 149 SF CARPET HALL 134 SF CARPET L.50 SF HARD M.BATH 100 SF HARD PRIMARY 237 SF CARPET W.I.C.56 SF CARPET AREA SCHEDULE - UNFINISHED BASEMENT MAIN FLOOR 899 SF UPPER FLOOR 1175 SF LIVING AREA TOTAL:2074 SF BASEMENT - FINISHED 0 SF BASEMENT - UNFINISHED 909 SF GARAGE 417 SF OTHER AREA TOTAL:1326 SF BUILDING AREA TOTAL:3400 SF 264 WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. W/D 45 1' - 0 " 1 ' - 0 " 10 ' - 6 " 4' - 5 1 / 2 " 8' - 9 " 11 ' - 3 1 / 2 " 3' - 0 " 33 ' - 0 " 11 ' - 4 " 7' - 7 " 2' - 5 " 11 ' - 8 " 10'-8"10'-3"2'-5"12'-8" 16'-0"20'-0" 23 LINEN 48V 48 V 48 V 24 6 8 2868 2668 5068 BP 5068 BP 26 6 8 2668 50 6 8 B P 2-2068 2668 50 6 8 B P R/ S R/S R/ S SHELVES 36'-0" 37 ' - 0 " 36'-0" 5'-6"8'-1 1/2"2'-4 1/2"14'-0"6'-0" 2X 6 E X T E R I O R W A L L DN 16R 2 A3.0 52 BDRM.3 8-0 CLG. CARPET BDRM.4 8-0 CLG. CARPET BDRM.2 8-0 CLG. CARPET PRIMARY 8-0 CLG. CARPET L. 8-0 CLG. HARD 36 " X 6 0 " F . G . S H O W E R 5-0 X 5-0 SL (6'-11 1/2" HD HT) 5-0 X 5-0 SL (6'-11 1/2" HD HT) 5-0 X 5-0 SL (6'-11 1/2" HD HT) 29 6"10'-10 1/2" 12'-2 1/8"2'-11" 7'-0"3'-8"6'-5 1/2"3'-9 1/2"2'-5"6'-6"6'-2" 1' - 1 0 1 / 2 " 5' - 0 " 3 1 / 2 " 4" 3' - 1 1 1 / 2 " 3' - 9 1 / 2 " 3 ' - 9 1 / 2 " 6' - 7 " 1'-10 1/2"4'-0" 5'-1"1'-7"5'-8 1/2" 5' - 7 " 3' - 6 " 3' - 8 " 1' - 7 " 3' - 9 1 / 2 " 7' - 6 " 3'-4 1/2" 3'-11"6'-4"3'-10"2'-6" 26 6 8 09 50 50 22" X 30" ATTIC ACCESS R/ S R/S 26 6 8 W.I.C. 8-0 CLG. CARPET HARD CRPT 07 LI N E N 2668 7" 3 ' - 0 " 10 1 / 2 " 3' - 5 1 / 2 " 2' - 0 " 11'-9" 3' - 0 " 7' - 4 1 / 2 " 15 ' - 1 1 1 / 2 " RO O F T R U S S E S 24 " O . C . A B O V E HA R D CR P T HA R D CR P T 3'-0"8'-0"3'-0" 5-0 X 5-0 SL (6'-11 1/2" HD HT) 4'-0"4'-0" GIRDER TRUSS 15 ROOF TRUSSES 24" O.C. ABOVE BEAM (FLUSH) PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes UPPER FLOOR A1.3 12. 05. 24 1 UPPER FLOOR DOOR SCHEDULE QTY DOOR SIZE COMMENTS T.O.FOUNDATION 1 16-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door MAIN FLOOR 1 2668 PKT POCKET DOOR 3 2668 1 2868 INSUL. w/CLOSER 20 MIN RATED W/CLOSER 1 6068 SGD SLIDING GLASS DOOR 1 3068 SC UPPER FLOOR 1 2468 7 2668 1 2-2068 DOUBLE DOOR 4 5068 BP BI-PASS DOOR 1 2868 WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES BASEMENT 2 4-0 X 4-0 SL 7'-6"MEETS EGRESS* VERIFY SILL HT MAIN FLOOR 1 2-6 X 3-6 SH 7'-2"MEETS EGRESS 1 5-0 X 5-0 SL 6'-11 1/2" MEETS EGRESS 2 5-0 X 5-0 FX 7'-11 1/2" MEETS EGRESS UPPER FLOOR 4 5-0 X 5-0 SL 6'-11 1/2" MEETS EGRESS ESTIMATED MATERIAL TAKEOFFS MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"790 SF GYPSUM WALL BOARD - 5/8"1591 SF Floors FLOOR SHEATHING - 3/4"1990 SF Roofs ASPHALT SHINGLES 2157 SF EXTERIOR SHEATHING - 1/2"2138 SF ROOF UNDERLAYMENT 2101 SF Walls EXTERIOR SHEATHING - 1/2"3059 SF GYPSUM WALL BOARD - 1/2"7825 SF GYPSUM WALL BOARD - 5/8"536 SF HOUSE WRAP / VAPOR RETARDER 3117 SF ESTIMATED WOOD WALLS MATERIAL LINEAL FEET BASEMENT WOOD STUD - 2X4 42'-2" WOOD STUD - 2X6 26'-6" MAIN FLOOR WOOD STUD - 2X4 82'-10" WOOD STUD - 2X6 6'-0" UPPER FLOOR WOOD STUD - 2X4 213'-4" WOOD STUD - 2X6 10'-5" KEYNOTE LEGEND NUMBER NOTE 07 WOOD CASED OPENING 09 WALL LINE BELOW 15 CEILING BREAK LINE 23 TUB/SHOWER 29 36" X 60" FIBERGLASS SHOWER 45 WASHER TO BE ON LEFT SIDE OF DRYER WHEN FACING APPLIANCES 50 LOW WALL w/WOOD CAP - SLOPE WITH STAIRS. VERIFY HEIGHT PER BUILDER 52 HVAC CHASE TO ATTIC. ADJUST FLOOR AND ROOF LAYOUT AS REQUIRED ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)3 26'-6 1/2" BEAM (FLUSH)11 94'-4 5/8" GIRDER TRUSS 1 19'-11" HEADER 5 35'-4" STEEL BEAM (DROPPED)1 19'-11" FLOORING SCHEDULE ROOM AREA FLOOR FINISH BASEMENT BASEMENT 794 SF 4" CONCRETE SLAB MAIN FLOOR BATH 26 SF HARD DINETTE 110 SF HARD DROP 19 SF HARD ENTRY 84 SF HARD GREAT RM,217 SF CARPET KITCHEN 156 SF HARD OFFICE / FLEX 111 SF CRPT P.20 SF HARD PATIO 100 SF 4" CONCRETE SLAB UPPER FLOOR BATH 52 SF HARD BDRM.2 151 SF CARPET BDRM.3 140 SF CARPET BDRM.4 149 SF CARPET HALL 134 SF CARPET L.50 SF HARD M.BATH 100 SF HARD PRIMARY 237 SF CARPET W.I.C.56 SF CARPET AREA SCHEDULE - UNFINISHED BASEMENT MAIN FLOOR 899 SF UPPER FLOOR 1175 SF LIVING AREA TOTAL:2074 SF BASEMENT - FINISHED 0 SF BASEMENT - UNFINISHED 909 SF GARAGE 417 SF OTHER AREA TOTAL:1326 SF BUILDING AREA TOTAL:3400 SF 265 MAIN FLOOR MAIN FLOOR T.O.FOUNDATIONT.O.FOUNDATION MAIN PLATE MAIN PLATE VERIFY ALL EXTERIOR DOOR STYLES PER BUILDER 9' - 1 1 / 8 " 9' - 1 1 / 8 " 6' - 1 1 1 / 2 " UPPER PLATE UPPER PLATE UPPER FLOOR UPPER FLOOR 8' - 1 1 / 8 " 6' - 1 1 1 / 2 " 2X6 FASCIA W/ METAL WRAP VINYL LAP SIDING 3 1/2" VINYL WINDOW/DOOR TRIM (FRONT ELEVATION ONLY) ASPHALT SHINGLES VINYL LINEAL CORNER TRIM PROVIDE METAL FLASHING AS REQUIRED 3 1/2" VINYL FRIEZE TRIM (FRONT ELEVATION ONLY) STONE VENEER 10x10 COMPOSITE WRAPPED COLUMN WALL SHEATHING ON ALL ELEVATIONS SHALL BE 1/2" O.S.B., U.N.O. WINDOWS SO NOTED MEET OR EXCEED APPLICABLE EGRESS REQUIREMENTS (OVER-FRAMED GABLE) 6'-6" 8 12 8 12 MAIN FLOORMAIN FLOOR T.O.FOUNDATION MAIN PLATEMAIN PLATE 9' - 1 1 / 8 " 9' - 1 1 / 8 " UPPER PLATEUPPER PLATE UPPER FLOORUPPER FLOOR 8' - 1 1 / 8 " 8' - 1 1 / 8 " 5 12 6 12 MAIN FLOORMAIN FLOOR T.O.FOUNDATIONT.O.FOUNDATION MAIN PLATEMAIN PLATE 9' - 1 1 / 8 " 9' - 1 1 / 8 " UPPER PLATEUPPER PLATE UPPER FLOORUPPER FLOOR 8' - 1 1 / 8 " 8' - 1 1 / 8 " 5 12 6 12 MAIN FLOORMAIN FLOOR T.O.FOUNDATIONT.O.FOUNDATION MAIN PLATEMAIN PLATE 9' - 1 1 / 8 " SI L L H T . 3' - 8 " 9' - 1 1 / 8 " UPPER PLATEUPPER PLATE UPPER FLOORUPPER FLOOR 8' - 1 1 / 8 " 8' - 1 1 / 8 " 6' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. WALL SHEATHING ON ALL ELEVATIONS SHALL BE EXTERIOR GRADE 1/2" OSB, UNO. VERIFY ALL EXTERIOR DOOR STYLES WITH BUILDER. GUTTERS AND DOWNSPOUTS NOT SHOWN FOR CLARITY. ALL WINDOW HEAD HEIGHTS ARE 7' - 11 1/2", UNO. WINDOWS SO NOTED MEET OR EXCEED APPLICABLE EGRESS REQUIREMENTS. 1/4" = 1'-0"1 FRONT ELEVATION 1/8" = 1'-0"2 RIGHT ELEVATION 1/8" = 1'-0"3 LEFT ELEVATION 1/8" = 1'-0"4 REAR ELEVATION ESTIMATED AREA - MATERIAL MATERIAL TYPE MATERIAL SF MATERIAL % MATERIAL ELEVATION Lap Siding - 8"2412 SF 100.0% Lap Siding - 8"577 SF 93.2%Front Stone Veneer 42 SF 6.8%Front PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes EXTERIOR ELEVATIONS A2.0 12. 05. 24 266 UP UPUP 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. 909 SF BASEMENT - UNFINISHED 899 SF MAIN FLOOR 417 SF GARAGE 311 SF BASEMENT - UNFINISHED 597 SF BASEMENT -FINISHED 1175 SF UPPER FLOOR PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes 3D VIEWS, AREA PLANS A2.1 12. 05. 24 1 BASEMENT FLOOR -UNFINISHED 3 MAIN FLOOR2BASEMENT FLOOR -FINISHED 4 UPPER FLOOR 267 8:12 5: 1 2 5: 1 2 DIRECT VENT-PROVIDE 10" X 10" CLEAR OPENING TO ATTIC SPACE (TYP.) 7' - 0 " 5' - 0 " 6'-6" (OVER-FRAMED GABLE) 8:12 8: 1 2 6: 1 2 6: 1 2 8:128:12 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. PROVIDE SELF-ADHERING POLYMER MODIFIED BITUMEN ICE MAT FROM EDGE OF EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE. ROOF GUTTERS AND DOWNSPOUTS ARE CONCEPTUAL ONLY - VERIFY LOCATIONS PER BLDR. VERIFY ROOF VENT TYPES BY BUILDER. ROOFING CONTR RESPONSIBLE FOR ADEQUATE VENTILATION PER CODE. FINAL ROOF DESIGN BY TRUSS MFGR. GIRDER TRUSS, SUPPORTS AND POINT LOADS PROVIDED BY TRUSS MFGR. ADJUST HEEL HEIGHTS AS REQUIRED TO MAINTAIN CONSISTENT EAVE OVERHANGS. EAVE AND RAKE OVERHANGS NOTED ARE FINISHED DIMENSIONS. ELECTRIC FIREPLACE ROUGH OPENING 47"x21 3/8". GAS FIREPLACE ROUGH OPENING 42"x36". FRAMER TO VERIFY TYPE & R.O. PER BUILDER ELECTRIC FIREPLACE GYP. BD. +0" WOOD MANTEL +8" +12" ELECTRIC FIREPLACE MODEL MFE5048+8" +12" WOOD HEARTH 6'-8" 1' - 0 " 1 ' - 4 " 1' - 8 " 4 " 4' - 4 " 6'-0" 8" 4 " 3'-10 7/8" 6 1 / 8 " 5 7/8" 1/4" 1' - 9 3 / 8 " 1' - 0 " 4'-2 3/8" 3'-9 1/4" 4"4" TILE FACE ONLY 6'-0"MAIN FLOOR BASEMENT UPPER PLATE UPPER FLOOR 2X LANDING 8 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 5 ' - 0 7 / 8 " 8 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 5 ' - 0 7 / 8 " 7 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 4 ' - 5 1 / 1 6 " 7 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 4 ' - 5 1 / 1 6 " 16 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 1 0 ' - 1 3 / 4 " 14 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 8 ' - 1 0 1 / 8 " LANDING 3'-6"6 EQUAL TREADS (@ 10" MIN. CLEAR) = 5'-0" LANDING 3'-10"7 EQUAL TREADS (@ 10" MIN. CLEAR) = 5'-10" 7 9 / 1 6 " 10"1" NOSING 7 5 / 8 " 10"1" NOSING 1/2" OSB RISER (TYP.) 3/4" OSB TREAD (TYP.) 2x12 STRINGER (3 THUS, TYP.) CONT. 2x4 SPACER BETWEEN OUTSIDE OF STRINGER AND ADJOINING WALLS (TYP.) HANDRAIL BEHIND LOW WALL w/WOOD CAP 6' - 8 " ( M I N . C L E A R H D . H T . ) 3' - 2 " ( M A X . ) 2' - 1 0 " ( M I N . ) 2X LANDING TO P O F W A L L F R A M I N G 3' - 2 " 6' - 8 " ( M I N . C L E A R H D . H T . ) FLOOR BEYOND STAIR NOTES: MIN. RUN 10" MAX RISE 7 3/4" MIN. HEADROOM 6'-8" MAX. VARIANCE 3/8" HANDRAIL NOTES: HANDRAIL HEIGHTS 34" TO 38" HANDRAILS MAY ENCROACH WIDTH OF STAIRS BY 4 1/2" MAX. HANDRAILS MAX. CROSS SECTION = 2 5/8" HANDRAILS REQ'D ALONG STAIRS w/ 2 OR MORE TREADS 1/8" = 1'-0"1 ROOF PLAN ESTIMATED AREA - ROOF VENTS ATTIC ZONE AREA NUMBER OF ROOF VENTS - 50 NFA REQUIRED RIDGE VENTING (FEET) - 11 NFA ATTIC AREA 1314 SF 7 29' VERIFY ROOF VENT TYPES BY BUILDER. ROOFING CONTR. RESPONSIBLE FOR ADEQUATE VENTILATION PER CODE. PROVIDE 10"X10" CLEAR OPENING TO ATTIC SPACE FOR BOX VENTS. PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes ROOF PLAN, STAIR SECTION, FIREPLACE DETAIL A3.0 12. 05. 24 ESTIMATED ROOFING MATERIAL AREA ASPHALT SHINGLES 2157 SF EXTERIOR SHEATHING - 1/2"2138 SF ROOF UNDERLAYMENT 2101 SF 1/2" = 1'-0"3 OPTIONAL FIREPLACE DETAIL 1/2" = 1'-0"2 STAIR SECTION 268 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. EXTERIOR WALL SHEATHING GABLE END TRUSS/RAFTER OR GABLE END FRAMING VERIFY W/ ELEV. 5" VINYL SIDING INSTALLED PER MFR. SEE ELEVATION FOR TYPE 6 1 / 2 " EXTERIOR WALL SHEATHING 2-2X6 W/ 2x BLOCKING WRAPPED W/ METAL COIL STOCK & METAL FLASHING FOR A WATER TIGHT APPLICATION EXTERIOR FLASHING TAPE AS REQ o/ FLASHING DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. EXTERIOR FLASHING TAPE AS REQ o/ FLASHING ALUMINUM SOFFIT SIDING o/ WALL SHEATHING GABLE END TRUSS/RAFTER OR GABLE END FRAMING ROOF SHEATHING 2x BLOCKING, 24"o.c. TYPICAL RAKE OVERHANG (VERIFY w/ ROOF PLAN) 2x FASCIA WITH METAL WRAP (VERIFY PER EXTERIOR ELEVATION) VINYL LINEAL TRIM OR APPROVED EQUAL (FRONT ELEVATION ONLY, U.N.O.) VARIES DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. VINYL CORNER POST (5" AT FRONT ELEVATION, U.N.O.) (3 1/2" AT SIDE & REAR ELEVATIONS, U.N.O.) SIDING TRIM PER SIDING MFR. WHERE OCCURIING (SEE PLAN) TRIMMER & STUD AT WINDOW EXTERIOR WALL SHEATHING VINYL SIDING WALL INSULATION PER CODE NOTE #1B 2x4 STUD DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. (VERIFY w/ ROOF PLAN) EXTERIOR WALL SHEATHING ATTIC INSULATION PER CODE ROOF SHEATHING METAL DRIP EDGE ALUMINUM VINYL SOFFIT (VENTED) VENTILATION BAFFLE EACH TRUSS BAY (MAINTAIN 1" AIR SPACE MIN.) SIDING-SEE ELEV. 2X FASCIA WITH METAL WRAP (VERIFY PER EXT. ELEVATION) TYPICAL EAVE OVERHANG VARIES DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. (VERIFY w/ ROOF PLAN) EXTERIOR WALL SHEATHING ATTIC INSULATION PER CODE ROOF SHEATHING METAL DRIP EDGE ALUMINUM VINYL SOFFIT VENTILATION BAFFLE EACH TRUSS BAY (MAINTAIN 1" AIR SPACE MIN.) SIDING-SEE ELEV. DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. 2X FASCIA WITH METAL WRAP (VERIFY PER EXT. ELEVATION) TYPICAL EAVE OVERHANG VARIES TYP. GABLE END TRUSS/RAFTER OR GABLE END FRAMING 2x4 TOP PLATE 2x4 SPACER CONTINUOUS 2-2x10 HEADER* 2-2x12 HEADER* C 2-LVL HEADER* B A 2x10 2x4 DOUBLE PLATE 2x4 TOP PLATE 2x12 7/16" O.S.B. FLITCH PLATE FULL HEIGHT & WIDTH CONTINUOUS 2x4 DOUBLE PLATE 2x4 TOP PLATE 2x4 DOUBLE PLATE LVL SIZED PER PLAN *SEE PLAN FOR HEADER LENGTH ADD BLOCKING BETWEEN HEADER AND WALL PLATES AS REQUIRED TO MAINTAIN HEADER HEIGHTS AS NOTED ON PLANS ADDITIONAL PLIES REQUIRED FOR THICKER WALLS WILL BE NOTED ON PLANS 7/16" O.S.B. FLITCH PLATE FULL HEIGHT & WIDTH CONTINUOUS MAIN FLOOR MAIN FLOOR PLATE UPPER FLOOR NOTE #1F NOTE #1A CEILING INSULATION WALL INSULATION VERIFY FLOOR JOIST W/ PLAN NOTE #1C 4 MIL SIDING OVER TYVEK HOUSEWRAP OR EQ. INFILTRATION BARRIER 2x TREATED SILL PLATE OVER SILL SEALER GRADE - SLOPE AWAY FROM FOUNDATION 1/2"∅ x 12" ANCHOR BOLTS, 6'-0"o.c. OR SIMPSON MA6 ANCHOR STRAPS, 32"o.c. CONCRETE FOUNDATION WALL 1-#4 HORIZONTAL, CONTINUOUS TOP, MIDDLE & BOTTOM, TYPICAL TOP OF FOUNDATION UPPER FLOOR PLATE TOP OF FOOTING NOTE #1F CONCRETE FLOOR NOTE #1E EXTERIOR WALL SHEATHING NOTE #1B SEE ELEVATION FOR ADDITIONAL INFORMATION DOWELS - FOUNDATION INSULATION#4 x 2'-0", 6'-0"o.c. RIM JOIST RIM JOIST PERFORATED FOOTING FORM PAINTED ABOVE GRADE 8" TYP. 6" M I N . PERFORATED FTG FORM CONTINUOUS CONCRETE FOOTING w/ 2 # 4 RE-BARS HORIZONTAL CONTINUOUSTYPICAL 1'-4" DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. SE E P L A N 8" SE E P L A N MI N H E E L H T SE E P L A N MAIN FLOOR MAIN FLOOR PLATE NOTE #1A CEILING INSULATION NOTE #1C 4 MIL SIDING OVER TYVEK HOUSEWRAP OR EQ. INFILTRATION BARRIER 2x TREATED SILL PLATE OVER SILL SEALER GRADE - SLOPE AWAY FROM FOUNDATION 1/2"∅ x 12" ANCHOR BOLTS, 6'-0"o.c. OR SIMPSON MA6 ANCHOR STRAPS, 32"o.c. CONCRETE FOUNDATION WALL 1-#4 HORIZONTAL, CONTINUOUS TOP, MIDDLE & BOTTOM, TYPICAL TOP OF FOUNDATION TOP OF FOOTING NOTE #1F CONCRETE FLOOR NOTE #1E SEE ELEVATION FOR ADDITIONAL INFORMATION DOWELS - FOUNDATION INSULATION#4 x 2'-0", 6'-0"o.c. PERFORATED FTG FORM RIM JOIST PERFORATED FOOTING FORM PAINTED ABOVE GRADE CONTINUOUS CONCRETE FOOTING w/ 2 # 4 RE- BARS HORIZONTAL CONTINUOUS 8" TYP. 6" M I N . SE E P L A N 8" TYPICAL 1'-4" SE E P L A N MI N . H E E L H G T ( U . N . O . ) DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. NOTE #1B PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes DETAILS D1 12. 05. 24 1 1/2" = 1'-0" VALENCE DETAIL, TYP UNO 1 1/2" = 1'-0" RAKE DETAIL, TYP UNO 1 1/2" = 1'-0" EXTERIOR CORNER DETAIL, TYP 1 1/2" = 1'-0" SLOPED EAVE DETAIL, TYP UNO 1 1/2" = 1'-0" VINYL -TYP. EAVE (U.N.O.) 1 1/2" = 1'-0" HEADER TYPES 3/4" = 1'-0" TYP. 2-STORY WALL SECTION 3/4" = 1'-0" TYP. RANCH WALL SECTION 269 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. 1 BRACING METHOD CS-PF 2 CS-END CONDITIONS 3 BRACED WALL PANEL CONNECTION PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes DETAILS D2 12. 05. 24 270 BEAM NOTCH POST 5 1/2" MIN. (2) 1/2" DIAMETER THROUGH BOLTS WITH WASHERS APPROVED POST CAP AS REQ. BY CODE APPROVED POST-TO- BASE CONNECTOR CONCRETE FOOTING POST 1'-0" MINIMUM MI N . 4 2 " B E L O W G R A D E 12 +1 DECK POST BEAM 2 1/2" MIN. DECK POST POST-TO-FOOTING DETAIL NOTCHED POST POST CAP 2018 IRC FIGURE R507.5.1 DECK BEAM TO DECK POST 2" MIN. MA X . 5" 18" BETWEEN 2" M I N . LAG SCREW OR BOLT STAGGER FASTENERS IN 2 ROWS LEDGER SE E N O T E S 3/ 4 " M I N . 5.5" MIN. FOR 2X8* 6.5" MIN. FOR 2X10 7.5" MIN. FOR 2X12 *DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACHE 2X8 LEDGERS TO 2X8 BAND JOISTS. 2018 IRC FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS DECK POST HEIGHT DECK POST SIZE DECK POST HEIGHT 4 X 4 4 X 6 6 X 6 8 X 8 6 - 9 (C) 8 14 14 (C) THE MAX. PERMITTED HEIGHT IS 8 FEET FOR ONE- PLY AND TWO-PLY BEAMS. THE MAX. HEIGHT FOR THREE-PLY BEAMS ON POST CAPS 6 FEET 9 INCHES. SHEATHING SIDING CONTINUOUS FLASING W/ DRIP EDGE APPROVED JOIST HANGERS 2X LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 HOLD-DOWN DEVICE MIN 750LB. CAPACITY AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED 3/8" DIAMETER LAG SCREW PREDRILLED W/ MIN. 3" PENETRATION TO CENTER OF TOP PLATE, STUDS OR HEADER. NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. DECKING 2018 IRC FIGURE R507.9.1.2(2) DECK ATTACHMENT FOR LATERAL LOADS LEDGER APPROVED JOIST HANGER DECK JOIST @ CORNER JOIST-TO-LEDGER DETAIL 1'-4" O.C.1'-4" O.C. JOIST MECHANICAL FASTENER OR HURRICANE CLIP BEAM JOIST-TO-BEAM DETAIL (MAX.) 4" 3/4" X 3/4" CHAMFER (TYP.) ELEVATIONGUARDRAIL DETAIL ANCHOR BALUSERS TO RIM JOISTS 2X RIM JOIST ATTACHED TO END OF EACH JOIST W/(3) 16D GALVANIZED 2X TREATED BLOCKING 2X2 BALUSTERS SPACED 5 1/2" O.C. MAX. ACHOR BALUSTERS TO RAIL 2X6 RAIL 2X6 TOP RAIL 1" 3'-0" MIN. STAIR WIDTH P.T. 4X4 POST (2) 1/2" DIAMETER THROUGH-BOLTS WITH WASHERS RIM BOARD APPROVED ANGLED JOIST HANGER P.T. 2X12 STRINGER (3 THUS) P.T. 2X12 TREADS P.1. 1X RISERS 4" MAX. 10" MIN. 1" NOSING GU A R D R A I L H G T . 3' - 0 " 7 3 / 4 " M A X . HANDRAIL HGT. 2' - 1 0 " 42 " M I N . MIN. 1'-0" 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. 1 DECK DETAILS PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes DETAILS D3 12. 05. 24 271 SC SC SC SC SC W.H. SUMP PASSIVE RADON SYSTEM w/OUTLET IN ATTIC TO LIGHT ABOVE 3 GFI +48" DEDICATED OUTLET P.C P.CP.CP.C ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETW.P. GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETG.F.I. HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED INCANDESCENT LIGHT FIXTURE E-STAR COMPLIANT FLOURESCENT LIGHT FIXTURE E.S. WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJ. EYEBALL INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN P.C. TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENERGDO CHIMESCHIMES PUSH BUTTONP.B. SMOKE DETECTORSD CARBON MONOXIDE DETECTORCO COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER ELEC. MAY BE SHOWN REVERSED - IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. W.H. SUMP PASSIVE RADON SYSTEM w/OUTLET IN ATTIC TO LIGHT ABOVE GFI +48" TV 3 GFI +48" DEDICATED OUTLET VENT TO EXTERIOR GFI UNDER STAIR 3 3 (V E R I F Y H T . ) P.C C5 RJ45 1 ELECTRICAL PLAN -BASEMENT FLOOR -UNFINISHED PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes ELECTRICAL PLAN - BASEMENT FLOOR E1 12. 05. 24 1/4" = 1'-0"2 ELECTRICAL PLAN -BASEMENT FLOOR -FINISHED 272 UP SC SC PB GFI +48" VENT TO EXTERIOR TO LIGHT ABOVE GF I WP GFI +48" DW REF +42" WATER LINE TO REF. EL E C T . R A N G E / M I C R O C5 TV OP T I O N A L E L E C T R I C F . P . V E R I F Y MO D E L & R . O . P E R B U I L D E R RJ45 (V E R I F Y H E I G H T . PE R B U I L D E R ) FAN/LIGHT PB TO CHIME CH I M E OHGD 3 TO DISP. SWITCH GFI GFI WP 3 3 3 22 0 V MI C R O GF I GFI GFI 3 ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETW.P. GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETG.F.I. HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED INCANDESCENT LIGHT FIXTURE E-STAR COMPLIANT FLOURESCENT LIGHT FIXTURE E.S. WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJ. EYEBALL INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN P.C. TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENERGDO CHIMESCHIMES PUSH BUTTONP.B. SMOKE DETECTORSD CARBON MONOXIDE DETECTORCO COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER ELEC. MAY BE SHOWN REVERSED - IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. 1 ELECTRICAL PLAN -MAIN FLOOR PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes ELECTRICAL PLAN - MAIN FLOOR E2 12. 05. 24 273 SC SC SC SCSC ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETW.P. GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETG.F.I. HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED INCANDESCENT LIGHT FIXTURE E-STAR COMPLIANT FLOURESCENT LIGHT FIXTURE E.S. WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJ. EYEBALL INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN P.C. TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENERGDO CHIMESCHIMES PUSH BUTTONP.B. SMOKE DETECTORSD CARBON MONOXIDE DETECTORCO COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER ELEC. MAY BE SHOWN REVERSED - IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. TO SWITCH BELOW VENT TO EXTERIOR LIGHT/VENT TO EXTERIOR WASHER ON LEFT TV GFI FAN/LIGHT (V E R I F Y H T . ) 33 22" X 30" ATTIC ACCESS OUTLET IN ATTIC FOR RADON SYSTEM 3 GF I GF I 22 0 V DR Y E R WA S H E R C5 RJ45 PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ch a r l e s t o n P l a n - E l e v . C - 2 C a r - G L PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30224824 LM / SP / AH Destiny Homes ELECTRICAL PLAN - UPPER FLOOR E3 12. 05. 24 1/4" = 1'-0"1 ELECTRICAL PLAN -UPPER FLOOR 274 FRAMING NOTES EXTERIOR HEADERS: ALL HEADERS TO BE SIZED BY OTHERS. ALL WINDOW HEAD HEIGHTS NOTED ON PLANS TO BE VERIFIED AND ADJUSTED AS REQUIRED BY BUILDER. INTERIOR HEADERS:IN NON BEARING PARTITION WALLS - 2x4 CAP STOOP:3/4" OSB 2X6 FRAMING TAP CON OR RAMSET AND BRACED TO FOUNDATION TIES; SB TO HANG EXTEND OVER FOUNDATION HALF WAY NO BRIDGING:SOLID BLOCKING AS REQUIRED BY CODES. BASEMENT STAIRS:3/4" AWAY FROM FRAMED OR FURRED WALLS. MAIN STAIRS:1/2" RISERS, 3/4" TREADS WITH 1" OVERHANG ON FRONT, GLUED AND NAILED; TREADS HANG OVER ENDS 1 1/2" OR 2 1/4" WITH SKIRT BOARD. (USE SCRAPS WHERE POSSIBLE.) UPPER FLOOR BALCONIES:OSB FLUSH FOR 1X6 BALUSTER PLATE UNLESS SPECIFIED ON PLANS. TUB/SHOWERS: 5', 4' AND 3' EXACT OPENINGS. AS NOTED ON PLAN. EXTERIOR DOORS:3/4" OSB SPACER BETWEEN DOOR SILL AND FLOOR DECK, SLIDING GLASS DOORS INSTALL DIRECTLY TO FLOOR DECK. TRUSSES:24" OC WITH BRACING AS SPECIFIED BY TRUSS MANUFACTURER. RAFTERS:24" OC WITH BRACING AS SHOWN ON PLANS. VAULT 2X10 16" OC/ 2X6 SUB FASCIA, LOOKOUTS AS REQUIRED. EXTERIOR WALLS:OSB SHEATHING ON ALL EXTERIOR WALLS AND EXTERIOR FACE OF ALL GABLES. SHEATHING IS ALSO REQUIRED ON THE OUTSIDE FACE OF ANY/ALL WALLS THAT ADJOIN ENCLOSED UNHEATED SPACES AS SUCH AS PORCH ROOFS OR ATTIC SPACES. UNLESS NOTED OTHERWISE ON PLANS. SIDING:CAULK BEHIND WINDOWS AND DOORS. HOUSE WRAP OVER ALL EXTERIOR WALLS AND GABLES; INSTALLED TO BE WATER TIGHT PER MFGR'S SPECIFICATIONS. FLASHING:2X4 UNDER RIDGE ON ALL GABLES. RUBBER FLASHING 18" WIDE UNDER ALUMINUM FLASHING. CONTINUOUS FLASHING ALONG SHED ROOFS AND STOOPS. FRAMER SHALL PROVIDE CLEAR CHASES FOR PLUMBING AND MECHANICAL SYSTEMS. THE FRAMER SHALL ADJUST LAYOUT OR PLACEMENT OF FRAMING MEMBERS TO PROVIDE REQUIRED CLEARANCES FOR ALL MECHANICAL AND PLUMBING SYSTEMS WHILE MAINTAINING STRUCTURAL INTEGRITY. PROJECT REQUIREMENTS GENERAL CONSTRUCTION/CONTRACTOR REGULATIONS: ALL CONTRACTORS SHALL VISIT JOB SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BEFORE SUBMITTING BIDS. THE DESIGNER IS TO BE NOTIFIED FOR RE-EVALUATION IF ANY CONDITIONS DO NOT CORRESPOND TO THOSE SHOWN IN THESE DOCUMENTS. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS. CONTRACTORS SHALL NOT SCALE ANY DRAWINGS. THE DIMENSIONS SHOWN ARE TO TAKE PRECEDENCE OVER SCALING THE DOCUMENTS. THE GENERAL CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY INCORRECT WORK AND ANY REPAIR OF SAID WORK AS A RESULT OF SCALING THE DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS REPRESENTED ON THESE DOCUMENTS INCLUDING THE WORK AND MATERIALS FURNISHED BY SUBCONTRACTORS AND VENDERS. THE CONTRACTOR/OWNER SHALL THOROUGHLY REVIEW AND BECOME FAMILIAR WITH THESE DOCUMENTS. UPON REVIEW THE CONTRACTOR SHALL DOCUMENT AND NOTIFY THE DESIGNER OF ANY ERRORS, OMISSIONS, DISCREPANCIES, AND/OR INCONSISTENCIES PRIOR TO THE START OF ANY PORTION OF THE PROPOSED WORK. THE DESIGNER SHALL REVIEW THE PROPOSED CORRECTIONS AFTER THE RECEIPT OF NOTIFICATION. NO CHANGE SHALL BE MADE WITHOUT REVIEW OF THE DESIGNER AND APPROVAL OF THE OWNER. THE DISCOVERY OF DISCREPANCIES AND/OR CONFLICTS AFTER THE START OF WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY ERRORS, OMISSIONS, DISCREPANCIES, AND/OR INCONSISTENCIES WHICH HAVE NOT BEEN BROUGHT TO THE DESIGNERS ATTENTION. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR IN CHARACTER TO COMPARABLE CONDITIONS DETAILED. ANY CLARIFICATIONS NECESSARY TO ENSURE ACCURATE CONSTRUCTION AND COMPLETION OF THE PROJECT SHALL BE ADDRESSED BY THE CONTRACTOR PRIOR TO SUBMISSION OF PROJECT. DEVIATIONS FROM THESE DOCUMENTS IN THE CONSTRUCTION PHASE SHALL BE REVIEWED BY THE DESIGNER AND THE OWNER PRIOR TO THE START OF THE WORK IN QUESTION. ANY DEVIATIONS FROM THESE DOCUMENTS WITHOUT PRIOR REVIEW SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR/OWNER. ALL WORK PERFORMED BY THE CONTRACTOR SHALL COMPLY AND CONFORM WITH LOCAL AND STATE BUILDING CODES, ORDINANCES, REGULATIONS, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE TO BE AWARE OF THESE REQUIREMENTS AND GOVERNING REGULATIONS. THE CONTRACTOR/OWNER SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, PRECAUTIONS, TECHNIQUES, SEQUENCES, PROCEDURES, AND COORDINATION OF ALL PORTION OF THE WORK. ALL WORK SHALL BE DONE IN A WORKMANSHIP-LIKE MANNER. CONTRACTORS/TRADES ARE TO REMOVE THEIR DEBRIS AND LEAVE JOB-SITE BROOM SWEPT AT THE END OF EACH DAY. THESE DOCUMENTS ARE THE PROPERTY OF THE DESIGNER AND SHALL NOT BE COPIED, DUPLICATED, ALTERED, MODIFIED, REVISED, OR RE-USED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN APPROVAL OF THE DESIGNER. TO THE BEST OF THE DESIGNERS' KNOWLEDGE THESE CONSTRUCTION DOCUMENTS ARE IN CONFORMANCE WITH THE REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. IT IS THE INTENT OF THE DESIGNER TO DELINEATE THESE DOCUMENTS AS ACCURATE AS POSSIBLE FOR THE PURPOSE OF GRAPHIC REPRESENTATION. ALL LOCAL AND STATE CODES TO SUPERCEDE THESE CONSTRUCTION DOCUMENTS. IN CASE OF A CONFLICT BETWEEN THESE DOCUMENTS AND LOCAL OR STATE CODES THE CONTRACTOR SHALL INFORM THE DESIGNER. THE OWNER SHALL FURNISH ANY AND ALL REPORTS RECEIVED FROM THE GEOTECHNICAL ENGINEER (SOIL REPORTS), ON THE STUDY OF THE PROPOSED SITE TO THE DESIGNER, STRUCTURAL ENGINEER, AND CONTRACTOR. IN THE EVENT THE GEOTECHNICAL REPORTS DO NOT EXIST, THE SOIL CONDITION SHALL BE ASSUMED TO BE A MINIMUM DESIGN SOIL PRESSURE STATED BY THE STRUCTURAL ENGINEER OF RECORD FOR THE PURPOSE OF STRUCTURAL DESIGN. CONTRACTOR SHALL VERIFY THE SOIL CONDITIONS MEET OR EXCEED THIS CRITERIA. SHOP DRAWING REVIEW AND DISTRIBUTION ALONG WITH PRODUCT SUBMITTALS REQUESTED IN THE CONSTRUCTION DOCUMENTS, SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR, UNLESS DIRECTED OTHERWISE UNDER A SEPARATE AGREEMENT. THE DESIGNER SHALL NOT ACCEPT OR REVIEW ANY REQUEST FOR SHOP DRAWING REVIEW WITHOUT THE REVIEW OF THE CONTRACTOR.THE DIMENSIONS SPECIFIED IN THIS TABLE ARE TYPICALLY ACCEPTED DIMENSIONS FOR CONVENTIONALLY DESIGNED SINGLE FAMILY DWELLING STRUCTURES OF ONE OR TWO STORIES IN HEIGHT INTENDED TO BE CONSTRUCTED ON UNDISTURBED, NON-EXPANSIVE SOILS. VERIFICATION OF THIS DATA IS THE RESPONSIBILITY OF THE BUILDER. 8"x 16" WITH TWO #4 REINFORCEMENT BAR CONVENTIONAL FOOTING DIMENSIONS & REINFORCEMENT 2,000 P.S.F. SOIL BEARING PRESSURE ASSUMING 2,000 P.S.F. IS REQUIRED FOR THE FOOTING, THE FOLLOWING ADJUSTED FOOTING DIMENSIONS MAY BE USED FOR THE SOIL CONDITIONS SPECIFIED IN THE TABLE BELOW, UNLESS SPECIFIC ENGINEERING PROBLEMS EXIST. 1,850 P.S.F.9"x 20" WITH TWO #4 REINFORCEMENT BARS 1,500 P.S.F.10"x 24" WITH TWO #5 REINFORCEMENT BARS 1,250 P.S.F.11"x 28" WITH THREE #5 REINFORCEMENT BARS 1,000 P.S.F. 12"x 32" WITH THREE #5 REINFORCEMENT BARS RESIDENTIAL CONVENTIONAL FOOTINGS DESIGN DATA IRC 2021 BUILDING PLANNING - CHAPTER 3: LIVE LOADS ROOF (SNOW)30 PSF WIND DESIGN 115 MPH (SEISMIC DESIGN CATEGORY - A) WEATHERING - SEVERE SOIL TEST (LOAD BEARING PRESSURE) SAND, SILTY SAND, CLAYEY SAND, SILT GRAVEL AND CLAYEY GRAVEL 2000 PSF SAND, SILTY SAND, CLAYEY SAND, SILT GRAVEL AND CLAYEY GRAVEL 1500 PSF BUILDING MATERIALS STRUCTURAL STEEL FY = 36 KSI REINFORCING STEEL FY = 60 KSI CONCRETE: BASEMENT WALLS, FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO WEATHER FC = 2500 PSI BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS FC = 2500 PSI BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER FC = 3000 PSI PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS FC = 3500 PSI FRAMING LUMBER: 2X6 AND LARGER Fb = 1200 PSI E = 1700 KSI Fc = 625 PSI 2X4 AND MISC Fb = 1400 PSI E = 1700 KSI Fc = 1000 PSI 2X6 STUDS Fb = 725 PSI E = 1500 KSI Fc = 675 PSI 2X4 STUDS Fb = 800 PSI E = 1500 KSI Fc = 600 PSI MICRO-LAMS (12")Fc = 2800 PSI E = 2000 KSI THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE, AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND/OR SIZED BY ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. ALL SCHEDULES SHOWN ARE TO BE VERIFIED BY BUILDER, SUB-CONTRACTORS, VENDORS, AND/OR OTHERS AND ADJUSTED AS REQUIRED. DOOR, WINDOW, AND MATERIAL TAKEOFFS NOTED ARE ESTIMATED ONLY, FROM MATERIALS SHOWN ON PLANS AND DO NOT TAKE IN ACCOUNT FOR WASTE. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND/OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS, AND/OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. BATT INSULATION BRICK CONCRETE CMU EARTH ENGINEERED WOOD FINISH WOOD GRANITE GRANULAR MATERIAL GRAVEL GYPSUM BOARD METAL STUD PARTITION MATERIALS LEGEND MORTAR PARTICLE BOARD PLASTER PLYWOOD PRECAST CONCRETE RIGID INSULATION SAND SPRAY FOAM INSULATION STEEL STONE WOOD STUD PARTITION WOOD STUD BEARING WALL GENERAL NOTES I SITEWORK A. BUILDER SHALL BE RESPONSIBLE FOR GRADING OF SITE AND LOTS. B. PERFORM EXCAVATION ACCORDING TO GOOD COMMON CONSTRUCTION PRACTICES TO THE LINES, GRADES, AND ELEVATIONS INDICATED ON DRAWINGS. C. PROVIDE FOUNDATION DRAINAGE AS SPECIFIED BY GOVERNING CODES. D. PROVIDE SOIL POISONING TO CONTROL TERMITES AS REQ BY GOVERNING CODES. II CONCRETE A. ALL CONCRETE SHALL BE DESIGNED AND SPECIFIED BY OTHERS. III MASONRY A. A. BRICK VENEER 1. PROVIDE MODULAR SIZE BRICK VENEER UNITS COMPLYING WITH GOVERNING CODES. BRICK TYPE SHALL BE SPECIFIED BY BUILDER. 2. PROVIDE MORTAR IN ACCORDANCE WITH GOVERNING CODES. IV METALS A. ALL STRUCTURAL STEEL SHALL COMPLY WITH APPROPRIATE GOVERNING CODES. V WOOD AND PLASTICS A. LUMBER AND MANUFACTURED/ENGINEERED WOOD PRODUCTS SHALL, IN ADDITION TO COMPLYING WITH GOVERNING CODES, COMPLY WITH: 1. "PRODUCT USE MANUAL" OF THE WESTERN WOOD PRODUCTS ASSOCIATION FOR SELECTION AND USE OF PRODUCTS INCLUDED IN THAT MANUAL. 2. "PLYWOOD SPECIFICATION AND GRADE GUIDE" OF THE AMERICAN PLYWOOD ASSOCIATION. 3. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS AND RECOMMENDATIONS FOR FIRE- RETARDANT AND PRESERVATIVE PRESSURE TREATED LUMBER AND PLYWOOD. a. ALL WOOD INDICATED AS "PRESSURE TREATED" OR "TREATED" SHALL BE PRESERVATIVE PRESSURE TREATED. b. ALL WOOD INDICATED AS "FIRE-RETARDANT" SHALL BE FIRE-RETARDANT PRESSURE TREATED. B. FRAMING LUMBER: PROVIDE LUMBER AND MATERIALS MEETING OR EXCEEDING THE FOLLOWING STANDARDS OF QUALITY: 1. ALL ENGINEERED WOOD PRODUCTS SHALL BE HANDLED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS/SPECIFICATIONS RECOMMENDATIONS UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL HEADERS AND BEAMS SHALL BE FREE FROM SPLITS, CHECKS, AND SHAKES. 3. CEILING JOISTS ARE DESIGNED FOR NO ATTIC STORAGE UNLESS NOTED OTHERWISE. 4. SPECIES: a. LOAD BEARING FRAME MEMBERS, EXCEPT PLATES: DOUGLAS FIR #2 OR BETTER. b. SOLE, TOP AND DOUBLE PLATES: SOUTHERN YELLOW PINE #2 OR BETTER. c. EXTERIOR DECK FRAMING: SOUTHERN YELLOW PINE #2 OR BETTER CCA .40 PRESSURE TREATED. d. EXTERIOR DECKING AND RAILINGS: PONDEROSA PINE #2 OR BETTER CCA .40 PRESSURE TREATED. 5. ROUGH HARDWARE: a. STEEL ITEMS: • COMPLY WITH GOVERNING CODES. • USE GALVANIZED AT EXTERIOR LOCATIONS. C. TRUSS LAYOUT IS SCHEMATIC ONLY. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN (INCLUDING SPACING) OF ALL TRUSSES. TRUSSES TO BE DESIGNED AND CERTIFIED BY AN ENGINEER LICENSED IN THE STATE OF IOWA. D. STAIR CONSTRUCTION SHALL CONSIST OF 3-2X12 STRINGERS, 3/4" THICK TREAD AND 1/2" THICK RISERS, UNLESS NOTED OTHERWISE. E. ALL WOOD PLATED BEARING ON CONCRETE OR MASONRY SHALL BE OF DECAY-RESISTANT MATERIAL AS REQ BY GOVERNING CODES. F. INTERIOR TRIM SHALL BE SELECTED BY BUILDER. G. ALL EXTERIOR FRAMING AND DECKING SHALL BE CONSTRUCTED OF DECAY-RESISTANT LUMBER CCA .40 OR EQUAL. 2. PROVIDE METAL CORNER BEAD AND TRIM AT ALL LOCATIONS SHOWN ON DRAWINGS AND AS RECOMMENDED BY GYPSUM WALLBOARD MANUFACTURER. 3. TAPE, FLOAT AND SAND JOINTS AND FASTENERS OF GYPSUM WALLBOARD WITH 3-COATS OF JOINT COMPOUND AS REQUIRED. B. FINISHES SHOWN ON DRAWINGS SHALL BE SPECIFIED BY BUILDER. IX SPECIALTIES A. FIREPLACES SHALL BE AS FOLLOWS: 1. GAS AND/OR ELECTRIC FIREPLACE MANUFACTURER AND MODEL SHALL BE SPECIFIED BY BUILDER. 2. PRE-MANUFACTURED GAS (NON-WOOD BURNING) UNITS OF THE STYLE AND SIZE SHOWN ON DRAWINGS. 3. SUB CONTRACTOR(S) SHALL BE RESPONSIBLE FOR PROPER INSULATION OF FIREPLACE UNIT, VENTING, HEARTH, MANTLE AND RELATED COMPONENTS AS RECOMMENDED BY MANUFACTURER AND AS REQUIRED BY GOVERNING CODES. B. SHOWER, TUB AND TUB/SHOWER ENCLOSURES SHALL BE CONSTRUCTED OF APPROVED SAFETY GLAZING AS SPECIFIED BY BUILDER. C. GUARDRAILS SHALL BE PROVIDED AS SHOWN ON DRAWINGS AND AT ENCLOSED FLOOR OPENINGS, OPEN SIDES OF STAIRWAYS, LANDINGS AND RAMPS, BALCONIES, PORCHES OR DECKS WHICH ARE MORE THAN 30 INCHES ABOVE GRADE OR FLOOR BELOW. THE TOP OF GUARDRAILS SHALL NOT BE LESS THAN 36 INCHES IN HEIGHT. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT SPHERE 4 INCHES IN DIAMETER CANNOT PASS THROUGH. X MECHANICAL A. GENERAL: 1. INFORMATION AND LAYOUTS SHOWN ON DRAWINGS ARE ONLY SCHEMATIC IN DESIGN, AND SHALL BE REVIEWED BY SUB CONTRACTORS, SUPPLIERS, AND BUILDING OFFICIALS FOR COMPLIANCE WITH GOVERNING CODES AND GOOD COMMON CONSTRUCTION PRACTICES. 2. EQUIPMENT AND FIXTURES SHALL BE SPECIFIED BY BUILDER. 3. DESIGN AND INSTALLATION OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE APPROPRIATE LICENSED CONTRACTORS. B. PLUMBING: 1. PLUMBING ROUGH-IN SHALL BE PROVIDED TO WASHER BOX FOR CLOTHES WASHER. 2. GAS LINES AND VALVES TO ALL GAS APPLIANCES AS SPECIFIED BY BUILDER. C. HEATING, VENTILATING & AIR CONDITIONING: 1. FURNACE: GAS, FORCED AIR AS SPECIFIED BY BUILDER. 2. ALL HVAC EQUIPMENT SHALL BE INDIVIDUALLY SWITCHED. 3. DRYER VENT SHALL EXHAUST TO EXTERIOR. 4. MECHANICAL EXHAUST VENTILATION WHERE INDICATED IN BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS SHALL EXHAUST TO EXTERIOR AND PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR. XI ELECTRICAL A. GENERAL: 1. INFORMATION AND LAYOUTS SHOWN ON DRAWINGS ARE ONLY SCHEMATIC IN DESIGN, AND SHALL BE REVIEWED BY SUB CONTRACTORS, SUPPLIERS AND BUILDING OFFICIALS FOR COMPLIANCE WITH GOVERNING CODES AND GOOD COMMON CONSTRUCTION PRACTICES. 2. EQUIPMENT AND FIXTURES SHALL BE SPECIFIED BY BUILDER. 3. DESIGN AND INSTALLATION OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE APPROPRIATE LICENSED CONTRACTORS. B. INSTALL GROUND-FAULT CIRCUIT-INTERRUPTERS (GFI OR GFCI) MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL OUTDOOR, BEDROOM(S), BATH AND GARAGE WALL RECEPTACLES SHALL BE PROVIDED WITH GROUND-FAULT CIRCUIT PROTECTION. C. INSTALL LOCALLY CERTIFIED SMOKE DETECTORS MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. SMOKE DETECTORS SHALL BE 110 VOLT POWERED, EQUIPPED WITH A BATTERY BACKUP AND SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALL WORK TO CONFORM TO 2021 IRC VI THERMAL & MOISTURE PROTECTION A. THERMAL BUILDING INSULATION AT ASSEMBLIES ADJACENT TO EXTERIOR OR UNHEATED SPACES MEETING THE REQUIREMENTS OF GOVERNING CODES AND, UNLESS OTHERWISE NOTES, MEETING THE FOLLOWING MINIMUM REQUIREMENTS: 1. FOUNDATION WALLS: a. BASEMENT: GLASS FIBER, VINYL FACED BLANKETS, R-15. UNLESS NOTED OTHERWISE ON PLANS. b. CRAWL SPACE: GLASS FIBER, UNFACED BLANKETS, R-15. UNLESS NOTED OTHERWISE ON PLANS. 2. EXTERIOR FRAME WALLS: a. 2X4: GLASS FIBER, BATTS, R-15. UNLESS NOTED OTHERWISE ON PLANS. b. 2X6: GLASS FIBER, BATTS, R-20 (MIN.). UNLESS NOTED OTHERWISE ON PLANS. 3. CEILINGS: a. ATTIC AREAS: GLASS FIBER, BLOWN, R-49. UNLESS NOTED OTHERWISE ON PLANS. b. VAULTED RAFTERS: GLASS FIBER, BATTS, R-49. UNLESS NOTED OTHERWISE ON PLANS. 4. FRAMED FLOORS OVER UNHEATED AREAS: GLASS FIBER BATTS, R-20 (MIN.). UNLESS NOTED OTHERWISE. B. INSTALL 4 MIL POLYETHYLENE VAPOR BARRIER TO INSIDE FACE OF STUDS AT ALL EXTERIOR WALLS EXCEPT BATHROOMS. UNLESS NOTED OTHERWISE ON PLANS. C. ROOFING SHALL BE SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. D. SIDING SHALL BE SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. E. FLASHING AND SHEET METAL REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING. IN ADDITION TO COMPLYING WITH GOVERNING CODES, COMPLY WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF "ARCHITECTURAL SHEET METAL MANUAL" PUBLISHED BY SMACNA. ALL IRON SHEET METAL FLASHING SHALL BE HOT-DIP GALVANIZED COMPLYING WITH ASTM A93. F. GUTTER AND DOWN SPOUTS AS SPECIFIED BY BUILDER. DOWN SPOUT AND SPLASH LOCATIONS SHALL BE DETERMINED BY SUB CONTRACTOR AND APPROVED BY BUILDER SO AS TO PROVIDE POSITIVE ROOF AND SITE DRAINAGE. G. ATTIC AND ROOF VENTILATION AS REQUIRED BY GOVERNING CODES AND AS SHOWN ON DRAWINGS. PROVIDE APPROPRIATE SOFFIT AND ROOF VENTS AS SPECIFIED/APPROVED BY BUILDER. H. FOUNDATION MOISTURE PROTECTION: 1. WATERPROOF FOUNDATION WALLS AS SPECIFIED AS BUILDER. 2. SUMP PIT AND PUMP AS SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. 3. PERFORATED FOUNDATION DRAIN TILE AS SPECIFIED BY BUILDER. VII DOORS & WINDOWS A. DOORS: 1. DOORS AS FOLLOWS AND AS SPECIFIED BY BUILDER: a. ENTRY DOORS AND SIDELIGHTS: AS SPECIFIED BY BUILDER. b. HOUSE/GARAGE DOORS: 20 MIN FIRE RATED INSULATED STEEL DOOR, FLUSH WITH CLOSER. c. OVERHEAD GARAGE DOORS: INSULATED, AS SPECIFIED BY BUILDER. d. PATIO DOORS (HINGED): FULL GLASS AS SPECIFIED BY BUILDER. e. SLIDING GLASS DOORS: AS SPECIFIED BY BUILDER. f. INTERIOR DOORS: AS SPECIFIED BY BUILDER. B. WINDOWS: 1. WINDOWS AS FOLLOWS AND AS SPECIFIED BY BUILDER: a. LIVING LEVELS (INCLUDING WALKOUT BASEMENT): POLYVINYL OR METAL CLAD. b. BASEMENT: ALUMINUM. 2. UNITS OF THE SIZE, STYLE AND QUANTITY SHOWN ON DRAWINGS. 3. GLAZING SHALL BE DOUBLE-PANE INSULATING GLASS IN LIVING AREAS. 4. TEMPERED GLASS IN ALL WINDOWS AS REQUIRED BY GOVERNING CODES. 5. INSTALL EMERGENCY EGRESS UNITS AS REQUIRED BY GOVERNING CODES. C. FINISH HARDWARE SHALL BE SPECIFIED BY BUILDER. INSTALL ALL HARDWARE REQUIRED BY GOVERNING CODES. VIII FINISHES A. GYPSUM PANELS: 1. GYPSUM PANELS, UNLESS OTHERWISE NOTED SHALL BE PROVIDED AS FOLLOWS: a. EXTERIOR WALLS: 1-LAYER 1/2" REGULAR PANELS TO INTERIOR FACE. b. INTERIOR PARTITIONS: 1-LAYER 1/2" REGULAR PANELS EACH SIDE. c. CEILING: 1-LAYER 5/8" REGULAR PANELS. d. GARAGE: PROVIDE 5/8" TYPE "X" PANELS AS REQUIRED BY CODE. e. SHOWERS: CONCRETE BOARD BEHIND TILE SHOWERS. PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Ea s t h a m I V P l a n - E l e v . A - B s m t - 3 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30203625 NT / AH /SP Destiny Homes COVER SHEET A0.0 02. 05. 25 SHEET LIST A0.0 COVER SHEET A1.1 BASEMENT - UNFINISHED OPTION A1.2 BASEMENT - FINISHED OPTION A2.1 MAIN FLOOR A3.1 UPPER FLOOR A4.1 EXTERIOR ELEVATIONS A5.1 3D VIEWS, AREA PLANS A6.1 ROOF PLAN, STAIR SECTION, FIREPLACE DETAIL D1 DETAILS D2 DETAILS D3 DETAILS E1 ELECTRICAL PLAN - BASEMENT UNFINISHED AND FINISHED E2 ELECTRICAL PLAN - MAIN FLOOR, UPPER FLOOR M-1 MARKETING M-2 MARKETING AREA SCHEDULE - UNFINISHED BASEMENT UNFINISHED BASEMENT 750 SF TOTAL BASEMENT AREA:750 SF MAIN FLOOR 742 SF UPPER FLOOR 1003 SF TOTAL FINISHED AREA:1745 SF GARAGE 726 SF TOTAL GARAGE AREA:726 SF BUILDING AREA TOTAL:3220 SF REVISION SCHEDULE NUMBER DATE COMMENTS AREA SCHEDULE - FINISHED BASEMENT FINISHED BASEMENT 537 SF UNFINISHED BASEMENT 213 SF TOTAL BASEMENT AREA:750 SF MAIN FLOOR 742 SF UPPER FLOOR 1003 SF TOTAL FINISHED AREA:1745 SF GARAGE 726 SF TOTAL GARAGE AREA:726 SF BUILDING AREA TOTAL:3220 SF 275 2 A6.1 22 ' - 8 " 3' - 4 " 11 ' - 8 " 7' - 4 " 29 ' - 0 " 8' - 0 " UNEXCAVATED STOOP 14'-0"12'-0" 61 W.H. FURNACE SUMP 18 6' - 0 " 11 ' - 5 3 / 4 " 11 ' - 6 1 / 4 " UP 14R 56 ' - 0 " 6'-0"6'-0" 54 4-0 X 4-0 SL 4- 0 X 4 - 0 S L 54 5950 BEAM (DROPPED)61 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E BEAM (DROPPED) BATH STUB ONLY 5'-10 1/2"3'-4"5'-3 1/2"2'-9 1/2"8'-8 1/2" 61 BASEMENT 8-0 FOUNDATION WALLS 7-9 CLG. 4" CONCRETE SLAB 52 FD 53 4' - 6 " 4'-0" 57 58 3'-0"1'-7 1/8" 12 ' - 0 3 / 4 " 3 3 / 4 " 3' - 8 " 4' - 9 " 3' - 7 1 / 2 " POINT LOAD BE A M ( F L U S H ) 59 BE A M (F L U S H ) 51 14 1'-3"8'-6" M.O.1'-3"2'-3"16'-6" M.O.2'-3" 5'-0"21'-0"11'-0" 12 ' - 4 1 / 2 " 13 ' - 3 1 / 2 " 8' - 4 " 26'-0"11'-0" 34 ' - 0 " 20 ' - 0 " 2' - 0 " 56 ' - 0 " PROVIDE SIMPSON TIE-DOWN STHD14RJ - SEE DETAIL 4/D2 10 ' - 0 " 37'-0" 37'-0" 3'-4"8'-8"8'-4"11'-8" 1' - 0 " 59 WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. ENGINEERED LUMBER SHALL BE USED IN THE FOLLOWING WALLS: WALLS SUPPORTING VAULTED AND 2-STORY CEILINGS, WALLS CONTAINING POCKET DOORS, ANY TILED WALLS, & WALLS SUPPORTING BAR & KITCHEN CABINETS BUT NOT BATHROOM VANITIES. VERIFY ALL LOCATIONS W/ BUILDER. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Ea s t h a m I V P l a n - E l e v . A - B s m t - 3 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30203625 NT / AH /SP Destiny Homes BASEMENT - UNFINISHED OPTION A1.1 02. 05. 25 AREA SCHEDULE - UNFINISHED BASEMENT UNFINISHED BASEMENT 750 SF TOTAL BASEMENT AREA:750 SF MAIN FLOOR 742 SF UPPER FLOOR 1003 SF TOTAL FINISHED AREA:1745 SF GARAGE 726 SF TOTAL GARAGE AREA:726 SF BUILDING AREA TOTAL:3220 SF 1/4" = 1'-0"1 BASEMENT -UNFINISHED OPTION DOOR SCHEDULE - UNFINISHED OPTION VV QTY DOOR SIZE COMMENTS BASEMENT FLOOR 2468 1 2468 T.O.FOUNDATION 8070 OHGD 1 8-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door 16070 OHGD 1 16-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door MAIN FLOOR 2068 1 2068 2468 1 2468 2668 2 2668 2868 F W/CLOSER 1 2868 w/CLOSER 20 min Rated w/ Closer 3068 SC W/TRANSOM 1 3068 SC 6068 SGD 1 6068 SGD Patio Door UPPER FLOOR 2068 2 2068 2468 3 2468 2668 5 2668 2868 1 2868 5068 BP 2 5068 BP Sliding Bypass WINDOW SCHEDULE QTY TYPE HEAD HEIGHT COMMENTS BASEMENT FLOOR 2 4-0 X 4-0 SL 7'-6"Meets Egress - Verify Sill Hgt MAIN FLOOR 4 5-0 X 5-0 FX 7'-11 1/2" Fixed UPPER FLOOR 1 4-0 X 4-0 SL 6'-11 1/2" Meets Egress 3 5-0 X 5-0 SL 6'-11 1/2" Meets Egress ESTIMATED CONCRETE FLATWORK TYPE AREA VOLUME Floor: Basement 662 SF 8.2 CY Floor: Front Porch 38 SF 0.9 CY Floor: Garage 699 SF 8.6 CY Floor: Rear Patio 80 SF 1.0 CY TOTAL:1480 SF 18.6 CY ESTIMATED FOUNDATION WALLS TYPE AREA VOLUME Foundation - 8" Concrete 1418 SF 35 CY TOTAL 1418 SF 35 CY ESTIMATED FOOTINGS TYPE APPROX AREA APPROX VOLUME 36" x 36" x 8"9 SF 0 CY 42" x 42" x 12"25 SF 1 CY Retaining Footing - 16 x 8 328 SF 8 CY TOTAL:362 SF 9 CY ESTIMATED MATERIAL TAKEOFFS - UNFINISHED OPTION MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"593 SF GYPSUM WALL BOARD - 5/8"1683 SF Floors FLOOR SHEATHING - 3/4"693 SF Roofs ASPHALT SHINGLES 2101 SF EXTERIOR SHEATHING - 1/2"2083 SF ROOF UNDERLAYMENT 2049 SF Walls EXTERIOR SHEATHING - 1/2"3202 SF GYPSUM WALL BOARD - 1/2"6841 SF HOUSE WRAP / VAPOR RETARDER 3226 SF ESTIMATED WOOD WALLS - UNFINISHED OPTION MATERIAL LINEAL FEET Exterior WOOD STUD - 2X4 314'-3" WOOD STUD - 2X6 2'-0" Interior WOOD STUD - 2X4 279'-3" WOOD STUD - 2X6 11'-3" KEYNOTE LEGEND NUMBER NOTE 14 FLOOR LINE ABOVE 18 PATIO LINE ABOVE 50 LOW WALL w/WOOD CAP - SLOPE WITH STAIRS. VERIFY HEIGHT PER BUILDER 51 2X4 FLAT FRAME PRESSURE TREATED WALL FURRING w/ 1-1/2" THICK RIGID INSULATION FOAM BOARD, CONTINUOUS BETWEEN EACH STUD SPACE AS REQUIRED. INSULATION BOARD AND FURRING NOT TO EXTEND BEYOND TOP OF FOUNDATION WALL. 52 HVAC CHASE TO ATTIC. ADJUST FLOOR AND ROOF LAYOUT AS REQUIRED 53 PASSIVE RADON SYSTEM w/OUTLET IN ATTIC 54 EGRESS WINDOW SILL HEIGHT NOT TO EXCEED 44" AFF (MAX.) 57 2X4 BEARING WALL ON 16" X 8" CONTINUOUS CONCRETE FOOTING (TYP.) 58 2X6 BEARING WALL ON 16" X 8" CONTINUOUS CONCRETE FOOTING (TYP.) 59 STRUCTURAL POST ON CONCRETE PIER PAD. SIZED BY OTHERS 61 BEAM POCKET (TYP.) ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)4 34'-10" BEAM (FLUSH)14 132'-9 1/16" GIRDER TRUSS 1 13'-9 1/4" HEADER 3 28'-10 5/8" STEEL BEAM (DROPPED)1 20'-9 3/8" FLOORING SCHEDULE - UNFINISHED OPTION Name Area Floor Finish Level BASEMENT 595 SF 4" CONCRETE SLAB BASEMENT FLOOR BATH 51 SF HARD BASEMENT FLOOR DINETTE 89 SF HARD MAIN FLOOR DROP 39 SF HARD MAIN FLOOR ENTRY 65 SF HARD MAIN FLOOR GARAGE 694 SF 4" CONCRETE SLAB MAIN FLOOR GREAT RM.260 SF HARD MAIN FLOOR KITCHEN 160 SF HARD MAIN FLOOR PATIO 64 SF 4" CONCRETE SLAB MAIN FLOOR BATH 44 SF HARD UPPER FLOOR BDRM.2 114 SF CARPET UPPER FLOOR BDRM.3 107 SF CARPET UPPER FLOOR BDRM.4 118 SF CARPET UPPER FLOOR L.31 SF HARD UPPER FLOOR M.BATH 51 SF HARD UPPER FLOOR PRIMARY 182 SF CARPET UPPER FLOOR STORAGE 26 SF HARD UPPER FLOOR W.I.C.21 SF CARPET UPPER FLOOR W.I.C.37 SF CARPET UPPER FLOOR 276 22 ' - 8 " 3' - 4 " 3'-4"8'-8" 11 ' - 8 " 7' - 4 " 29 ' - 0 " 8' - 0 " 2 A6.1 UNEXCAVATED STOOP 14'-0"12'-0" 61 W.H. FURNACE SUMP FD 18 UP 14R 56 ' - 0 " 6'-0"6'-0" 54 4-0 X 4-0 SL 4- 0 X 4 - 0 S L 54 BEAM (DROPPED)61 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E FAMILY RM. 7-9 CLG. CARPET STORAGE 8-0 7-9 CLG. 4" CONCRETE SLAB 26 6 8 BEAM (DROPPED) 6' - 0 " 11 ' - 5 3 / 4 " 3' - 8 3 / 4 " 7' - 9 1 / 2 " BDRM.5 7-9 CLG. CARPET 5068 BP R/S 26 6 8 48V 23 BE A M ( F L U S H ) 53 52 4' - 6 " 4'-0" 5151 2668 24 6 8 3'-7 1/2"7'-10 1/2" 4' - 1 0 " 3' - 6 " 8' - 1 1 " 4' - 9 " 3' - 8 " 01 CRPT UNFIN 50 59 57 58 3'-0"1'-7 1/8" 12 ' - 0 3 / 4 " 3 3 / 4 " 5'-10 1/2"3'-4"5'-3 1/2"2'-9 1/2"8'-8 1/2" POINT LOAD BE A M (F L U S H ) 51 59 14 61 BASEMENT FOUNDATION WALLS 7-9 CLG. 4" CONCRETE SLAB 1'-3"8'-6" M.O.1'-3"2'-3"16'-6" M.O.2'-3" 5'-0"21'-0"11'-0" 12 ' - 4 1 / 2 " 5' - 3 1 / 2 " 2' - 5 " 5' - 7 " 8' - 4 " 26'-0"11'-0" 34 ' - 0 " 20 ' - 0 " 2' - 0 " 56 ' - 0 " PROVIDE SIMPSON TIE-DOWN STHD14RJ - SEE DETAIL 4/D2 10 ' - 0 " 37'-0" 3'-4"8'-8"8'-4"11'-8" 59 1' - 0 " CR P T UN F I N CR P T HA R D SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. ENGINEERED LUMBER SHALL BE USED IN THE FOLLOWING WALLS: WALLS SUPPORTING VAULTED AND 2-STORY CEILINGS, WALLS CONTAINING POCKET DOORS, ANY TILED WALLS, & WALLS SUPPORTING BAR & KITCHEN CABINETS BUT NOT BATHROOM VANITIES. VERIFY ALL LOCATIONS W/ BUILDER. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Ea s t h a m I V P l a n - E l e v . A - B s m t - 3 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30203625 NT / AH /SP Destiny Homes BASEMENT - FINISHED OPTION A1.2 02. 05. 25 1/4" = 1'-0"1 BASEMENT -FINISHED OPTION BASEMENT MAIN FLOOR UPPER FLOOR CLUSTER (A, B, C, A) WINDOW SCHEDULE QTY TYPE HEAD HEIGHT COMMENTS BASEMENT FLOOR 2 4-0 X 4-0 SL 7'-6"Meets Egress - Verify Sill Hgt MAIN FLOOR 4 5-0 X 5-0 FX 7'-11 1/2" Fixed UPPER FLOOR 1 4-0 X 4-0 SL 6'-11 1/2" Meets Egress 3 5-0 X 5-0 SL 6'-11 1/2" Meets Egress ESTIMATED CONCRETE FLATWORK TYPE AREA VOLUME Floor: Basement 662 SF 8.2 CY Floor: Front Porch 38 SF 0.9 CY Floor: Garage 699 SF 8.6 CY Floor: Rear Patio 80 SF 1.0 CY TOTAL:1480 SF 18.6 CY ESTIMATED FOUNDATION WALLS TYPE AREA VOLUME Foundation - 8" Concrete 1418 SF 35 CY TOTAL 1418 SF 35 CY ESTIMATED FOOTINGS TYPE APPROX AREA APPROX VOLUME 36" x 36" x 8"9 SF 0 CY 42" x 42" x 12"25 SF 1 CY Retaining Footing - 16 x 8 328 SF 8 CY TOTAL:362 SF 9 CY KEYNOTE LEGEND NUMBER NOTE 01 6-9 HD.HT. 14 FLOOR LINE ABOVE 18 PATIO LINE ABOVE 23 TUB/SHOWER 50 LOW WALL w/WOOD CAP - SLOPE WITH STAIRS. VERIFY HEIGHT PER BUILDER 51 2X4 FLAT FRAME PRESSURE TREATED WALL FURRING w/ 1-1/2" THICK RIGID INSULATION FOAM BOARD, CONTINUOUS BETWEEN EACH STUD SPACE AS REQUIRED. INSULATION BOARD AND FURRING NOT TO EXTEND BEYOND TOP OF FOUNDATION WALL. 52 HVAC CHASE TO ATTIC. ADJUST FLOOR AND ROOF LAYOUT AS REQUIRED 53 PASSIVE RADON SYSTEM w/OUTLET IN ATTIC 54 EGRESS WINDOW SILL HEIGHT NOT TO EXCEED 44" AFF (MAX.) 57 2X4 BEARING WALL ON 16" X 8" CONTINUOUS CONCRETE FOOTING (TYP.) 58 2X6 BEARING WALL ON 16" X 8" CONTINUOUS CONCRETE FOOTING (TYP.) 59 STRUCTURAL POST ON CONCRETE PIER PAD. SIZED BY OTHERS 61 BEAM POCKET (TYP.) ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)4 34'-10" BEAM (FLUSH)14 132'-9 1/16" GIRDER TRUSS 1 13'-9 1/4" HEADER 3 28'-10 5/8" STEEL BEAM (DROPPED)1 20'-9 3/8" DOOR SCHEDULE - FINISHED OPTION 1 VV QTY DOOR SIZE COMMENTS BASEMENT FLOOR 2468 1 2468 2668 3 2668 5068 BP 1 5068 BP Sliding Bypass T.O.FOUNDATION 8070 OHGD 1 8-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door 16070 OHGD 1 16-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door MAIN FLOOR 2068 1 2068 2468 1 2468 2668 2 2668 2868 F W/CLOSER 1 2868 w/CLOSER 20 min Rated w/ Closer 3068 SC W/TRANSOM 1 3068 SC 6068 SGD 1 6068 SGD Patio Door UPPER FLOOR 2068 2 2068 2468 3 2468 2668 5 2668 2868 1 2868 5068 BP 2 5068 BP Sliding Bypass ESTIMATED WOOD WALLS - FINISHED OPTION 1 MATERIAL LINEAL FEET Exterior WOOD STUD - 2X4 314'-3" WOOD STUD - 2X6 2'-0" Interior WOOD STUD - 2X4 375'-0" WOOD STUD - 2X6 11'-3" ESTIMATED MATERIAL TAKEOFFS - FINISHED OPTION 1 MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"1107 SF GYPSUM WALL BOARD - 5/8"1683 SF Floors FLOOR SHEATHING - 3/4"693 SF Roofs ASPHALT SHINGLES 2101 SF EXTERIOR SHEATHING - 1/2"2083 SF ROOF UNDERLAYMENT 2049 SF Walls EXTERIOR SHEATHING - 1/2"3202 SF GYPSUM WALL BOARD - 1/2"7539 SF HOUSE WRAP / VAPOR RETARDER 3226 SF FLOORING SCHEDULE - FINISHED OPTION Name Area Floor Finish Level BASEMENT 136 SF 4" CONCRETE SLAB BASEMENT FLOOR BATH 51 SF HARD BASEMENT FLOOR BDRM.5 146 SF CARPET BASEMENT FLOOR FAMILY RM.250 SF CARPET BASEMENT FLOOR STORAGE 38 SF 4" CONCRETE SLAB BASEMENT FLOOR DINETTE 89 SF HARD MAIN FLOOR DROP 39 SF HARD MAIN FLOOR ENTRY 65 SF HARD MAIN FLOOR GARAGE 694 SF 4" CONCRETE SLAB MAIN FLOOR GREAT RM.260 SF HARD MAIN FLOOR KITCHEN 160 SF HARD MAIN FLOOR PATIO 64 SF 4" CONCRETE SLAB MAIN FLOOR BATH 44 SF HARD UPPER FLOOR BDRM.2 114 SF CARPET UPPER FLOOR BDRM.3 107 SF CARPET UPPER FLOOR BDRM.4 118 SF CARPET UPPER FLOOR L.31 SF HARD UPPER FLOOR M.BATH 51 SF HARD UPPER FLOOR PRIMARY 182 SF CARPET UPPER FLOOR STORAGE 26 SF HARD UPPER FLOOR W.I.C.21 SF CARPET UPPER FLOOR W.I.C.37 SF CARPET UPPER FLOOR AREA SCHEDULE - FINISHED BASEMENT FINISHED BASEMENT 537 SF UNFINISHED BASEMENT 213 SF TOTAL BASEMENT AREA:750 SF MAIN FLOOR 742 SF UPPER FLOOR 1003 SF TOTAL FINISHED AREA:1745 SF GARAGE 726 SF TOTAL GARAGE AREA:726 SF BUILDING AREA TOTAL:3220 SF 277 2 A6.1 KITCHEN 9-0 CLG. (DESIGN BY OTHERS) HARD GREAT RM. 9-0 CLG. HARD GARAGE 4" CONCRETE SLAB UP 16R DN 14R BEAM (DROPPED) 14 " F L O O R T R U S S E S 16 " O . C . A B O V E 16070 OHGD HEADER 28 ' - 8 " 19 ' - 4 " 14'-0"12'-0" DINETTE 9-0 CLG. HARD 3' - 1 1 1 / 2 " 9' - 0 " 4' - 5 1 / 2 " 2'-2" PA N T R Y BEAM (FLUSH) SI N K / D I S P DW RE F . 17 ' - 2 " 5' - 6 " 6' - 0 " 30 6 8 S C 2868 w/CLOSER 2468 2668 5-0 X 5-0 FX (7'-11 1/2" HD HT) (TYPICAL OF 2) 5-0 X 5-0 FX (7'-11 1/2" HD HT) 5- 0 X 5 - 0 F X (7 ' - 1 1 1 / 2 " H D H T ) 4'-6"5'-6" 8' - 0 " 60 6 8 S G D 36V 37 3'-0"4'-0" 4' - 5 1 / 2 " 3 ' - 9 1 / 2 " 4' - 0 " 3' - 5 1 / 2 " 3' - 9 1 / 2 " 17 ' - 5 " BEAM (FLUSH) BEAM (FLUSH) 43 8" R/ S PATIO 10-0 X 8 -0 4" CONCRETE SLAB ROOF TRUSSES 24" O.C. ABOVE HE A D E R 52 4' - 2 " 3' - 1 0 1 / 2 " 11 ' - 8 " 7' - 8 " 10 MO N O R O O F T R U S S 24 " O . C . A B O V E ENTRY 9-0 CLG. HARD 2'-6"2'-6" BEAM (RAISED) 4'-2 1/2"3'-4"9'-9"4'-11"3'-9 1/2" 48 BE A M ( F L U S H ) 2668 3' - 3 1 / 2 " 10 " ( T Y P . ) 4'-0" 4' - 2 " 3' - 1 0 " 6'-0"6'-0" HARD CRPT HARDUNFIN BE A M (F L U S H ) EL E C T . R A N G E / M I C R O 05 10 HEADER 56 ' - 0 " DROP 9-0 CLG. HARD 50 2068 8'-1 1/8" P L .HT. 9'-1 1/8" P L .HT. OP T I O N A L BEAM (DROPPED) BE A M ( F L U S H ) 1'-11" 5'-0"21'-0"11'-0" 21'-0"5'-6"5'-6" 26'-0"11'-0" 34 ' - 0 " 20 ' - 0 " 2' - 0 " 9'-1 1/8" P L .HT. 8'-1 1/8" P L .HT. 2'-8 1/2"9'-3"5'-2 1/2"3'-9 1/2"11'-0" 8' - 0 1 / 2 " 3' - 1 1 1 / 2 " 11 ' - 8 " 7" 1' - 2 " 8' - 7 " 56 ' - 0 " 37'-0" HEADER OHGD IN OPEN POSITION 56 10 8" 2X 6 W A L L (4)2X6 STUDS NAILED TOGETHER TO CARRY THE SECOND FLOOR LOAD PROVIDE SIMPSON TIE-DOWN STHD14RJ - SEE DETAIL 4/D2 37'-0" 8-0 CLG 9-0 CLG 10 ' - 0 " 8070 OHGD BEAM (FLUSH) STEEL BEAM (DROPPED) 14 " F L O O R T R U S S E S 16 " O . C . A B O V E 10 10 5/8" TYPE "X" GYP.BD. REQUIRED ON GARAGE CEILING AND ON ALL GARAGE/HOUSE COMMON WALLS BE A M ( F L U S H ) POINT LOAD (TYP.) 10 BE A M ( F L U S H ) WINDOW SEAT ABOVE OVER-FRAMED ON GARAGE ROOF SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. ENGINEERED LUMBER SHALL BE USED IN THE FOLLOWING WALLS: WALLS SUPPORTING VAULTED AND 2-STORY CEILINGS, WALLS CONTAINING POCKET DOORS, ANY TILED WALLS, & WALLS SUPPORTING BAR & KITCHEN CABINETS BUT NOT BATHROOM VANITIES. VERIFY ALL LOCATIONS W/ BUILDER. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Ea s t h a m I V P l a n - E l e v . A - B s m t - 3 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30203625 NT / AH /SP Destiny Homes MAIN FLOOR A2.1 02. 05. 25 BASEMENT MAIN FLOOR UPPER FLOOR CLUSTER (A, B, C, A) 1/4" = 1'-0"1 MAIN FLOOR AREA SCHEDULE - UNFINISHED BASEMENT UNFINISHED BASEMENT 750 SF TOTAL BASEMENT AREA:750 SF MAIN FLOOR 742 SF UPPER FLOOR 1003 SF TOTAL FINISHED AREA:1745 SF GARAGE 726 SF TOTAL GARAGE AREA:726 SF BUILDING AREA TOTAL:3220 SF DOOR SCHEDULE - UNFINISHED OPTION VV QTY DOOR SIZE COMMENTS BASEMENT FLOOR 2468 1 2468 T.O.FOUNDATION 8070 OHGD 1 8-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door 16070 OHGD 1 16-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door MAIN FLOOR 2068 1 2068 2468 1 2468 2668 2 2668 2868 F W/CLOSER 1 2868 w/CLOSER 20 min Rated w/ Closer 3068 SC W/TRANSOM 1 3068 SC 6068 SGD 1 6068 SGD Patio Door UPPER FLOOR 2068 2 2068 2468 3 2468 2668 5 2668 2868 1 2868 5068 BP 2 5068 BP Sliding Bypass WINDOW SCHEDULE QTY TYPE HEAD HEIGHT COMMENTS BASEMENT FLOOR 2 4-0 X 4-0 SL 7'-6"Meets Egress - Verify Sill Hgt MAIN FLOOR 4 5-0 X 5-0 FX 7'-11 1/2" Fixed UPPER FLOOR 1 4-0 X 4-0 SL 6'-11 1/2" Meets Egress 3 5-0 X 5-0 SL 6'-11 1/2" Meets Egress ESTIMATED MATERIAL TAKEOFFS - UNFINISHED OPTION MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"593 SF GYPSUM WALL BOARD - 5/8"1683 SF Floors FLOOR SHEATHING - 3/4"693 SF Roofs ASPHALT SHINGLES 2101 SF EXTERIOR SHEATHING - 1/2"2083 SF ROOF UNDERLAYMENT 2049 SF Walls EXTERIOR SHEATHING - 1/2"3202 SF GYPSUM WALL BOARD - 1/2"6841 SF HOUSE WRAP / VAPOR RETARDER 3226 SF ESTIMATED WOOD WALLS - UNFINISHED OPTION MATERIAL LINEAL FEET Exterior WOOD STUD - 2X4 314'-3" WOOD STUD - 2X6 2'-0" Interior WOOD STUD - 2X4 279'-3" WOOD STUD - 2X6 11'-3" KEYNOTE LEGEND NUMBER NOTE 05 8-0 HD.HT. 10 WALL LINE ABOVE 37 FLUSH ISLAND 43 ELECTRIC DIRECT VENT FIREPLACE - VERIFY MODEL AND R.O. PER BUILDER. LOCATION PER BUILDER 48 SLOPE FLOOR AS REQUIRED FOR STAIR HEADROOM CLEARANCE 50 LOW WALL w/WOOD CAP - SLOPE WITH STAIRS. VERIFY HEIGHT PER BUILDER 52 HVAC CHASE TO ATTIC. ADJUST FLOOR AND ROOF LAYOUT AS REQUIRED 56 22" X 30" ATTIC ACCESS ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)4 34'-10" BEAM (FLUSH)14 132'-9 1/16" GIRDER TRUSS 1 13'-9 1/4" HEADER 3 28'-10 5/8" STEEL BEAM (DROPPED)1 20'-9 3/8" FLOORING SCHEDULE - UNFINISHED OPTION Name Area Floor Finish Level BASEMENT 595 SF 4" CONCRETE SLAB BASEMENT FLOOR BATH 51 SF HARD BASEMENT FLOOR DINETTE 89 SF HARD MAIN FLOOR DROP 39 SF HARD MAIN FLOOR ENTRY 65 SF HARD MAIN FLOOR GARAGE 694 SF 4" CONCRETE SLAB MAIN FLOOR GREAT RM.260 SF HARD MAIN FLOOR KITCHEN 160 SF HARD MAIN FLOOR PATIO 64 SF 4" CONCRETE SLAB MAIN FLOOR BATH 44 SF HARD UPPER FLOOR BDRM.2 114 SF CARPET UPPER FLOOR BDRM.3 107 SF CARPET UPPER FLOOR BDRM.4 118 SF CARPET UPPER FLOOR L.31 SF HARD UPPER FLOOR M.BATH 51 SF HARD UPPER FLOOR PRIMARY 182 SF CARPET UPPER FLOOR STORAGE 26 SF HARD UPPER FLOOR W.I.C.21 SF CARPET UPPER FLOOR W.I.C.37 SF CARPET UPPER FLOOR 278 2 A6.1 1' - 6 " 2 ' - 0 " 38 ' - 4 " 2'-6"9'-0"2'-6" BDRM.2 8-0 CLG. CARPET BDRM.3 8-0 CLG. CARPET PRIMARY 8-0 CLG. CARPET 41 ' - 1 0 " 5'-2 1/2"4'-10 1/2" 10'-1"5'-3 1/2"10'-7 1/2" 11 ' - 0 " 4' - 1 1 1 / 2 " 1' - 5 1 / 2 " 10 ' - 5 " 12 ' - 6 " 40 ' - 4 " 1' - 6 " 41 ' - 1 0 " 3 3/4"11'-3 3/4" 26 6 8 24 6 8 2068 26 6 8 23 R/S 36 V RDN16 44 4' - 7 " 6' - 5 " 2' - 7 1 / 2 " 3' - 9 1 / 2 " 3' - 9 1 / 2 " 3'-10"2'-7"10'-3 1/2"3'-8"1'-11 1/2" 3'-8" 2468 STORAGE 8-0 CLG. HARD5068 BP 26 6 8 52 5-0 X 5-0 SL (6'-11 1/2" HD HT) 5- 0 X 5 - 0 S L (6 ' - 1 1 1 / 2 " H D H T ) 5-0 X 5-0 SL (6'-11 1/2" HD HT) 4'-6"4'-6" 5' - 8 " 5' - 4 " 2668 4'-10"3'-6"5'-7 1/2" 26'-0" R/S 2468 W.I.C. 8-0 CLG. CARPET LI N E N HARDCRPT 03 RO O F T R U S S E S 24 " O . C . A B O V E 56 6'-4"3'-9" 48 V 29 R/S W/D 45 2868 26 6 8 2068 2'-5 1/2" 3'-6 1/2"6'-0" 1' - 2 " 5' - 2 " 11 ' - 2 1 / 2 " 2' - 5 " 11 ' - 4 1 / 2 " 6' - 0 " 7' - 4 " 50 6 8 B P W.I.C. 8-0 CLG. CARPET BDRM.4 8-0 CLG. CARPET 4-0 X 4-0 SL (6'-11 1/2" HD HT) 3'-10"6'-3 1/2"1'-11" R/ S 12'-0"14'-0" HARDCRPT 1' - 1 1 1 / 2 " 3 ' - 9 1 / 2 " 3' - 9 1 / 2 " 3 ' - 9 1 / 2 " 09 09 09 2'-10" 1'-4" L. 8-0 CLG. HARD HARDCRPT 26'-0" HA R D CR P T GIRDER TRUSS BEAM (FLUSH) RO O F T R U S S E S 24 " O . C . A B O V E FRAME WINDOW SEAT ON GARAGE ROOF WINDOW SEAT SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. ENGINEERED LUMBER SHALL BE USED IN THE FOLLOWING WALLS: WALLS SUPPORTING VAULTED AND 2-STORY CEILINGS, WALLS CONTAINING POCKET DOORS, ANY TILED WALLS, & WALLS SUPPORTING BAR & KITCHEN CABINETS BUT NOT BATHROOM VANITIES. VERIFY ALL LOCATIONS W/ BUILDER. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Ea s t h a m I V P l a n - E l e v . A - B s m t - 3 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30203625 NT / AH /SP Destiny Homes UPPER FLOOR A3.1 02. 05. 25 1/4" = 1'-0"1 UPPER FLOOR AREA SCHEDULE - UNFINISHED BASEMENT UNFINISHED BASEMENT 750 SF TOTAL BASEMENT AREA:750 SF MAIN FLOOR 742 SF UPPER FLOOR 1003 SF TOTAL FINISHED AREA:1745 SF GARAGE 726 SF TOTAL GARAGE AREA:726 SF BUILDING AREA TOTAL:3220 SF DOOR SCHEDULE - UNFINISHED OPTION VV QTY DOOR SIZE COMMENTS BASEMENT FLOOR 2468 1 2468 T.O.FOUNDATION 8070 OHGD 1 8-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door 16070 OHGD 1 16-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door MAIN FLOOR 2068 1 2068 2468 1 2468 2668 2 2668 2868 F W/CLOSER 1 2868 w/CLOSER 20 min Rated w/ Closer 3068 SC W/TRANSOM 1 3068 SC 6068 SGD 1 6068 SGD Patio Door UPPER FLOOR 2068 2 2068 2468 3 2468 2668 5 2668 2868 1 2868 5068 BP 2 5068 BP Sliding Bypass WINDOW SCHEDULE QTY TYPE HEAD HEIGHT COMMENTS BASEMENT FLOOR 2 4-0 X 4-0 SL 7'-6"Meets Egress - Verify Sill Hgt MAIN FLOOR 4 5-0 X 5-0 FX 7'-11 1/2" Fixed UPPER FLOOR 1 4-0 X 4-0 SL 6'-11 1/2" Meets Egress 3 5-0 X 5-0 SL 6'-11 1/2" Meets Egress ESTIMATED MATERIAL TAKEOFFS - UNFINISHED OPTION MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"593 SF GYPSUM WALL BOARD - 5/8"1683 SF Floors FLOOR SHEATHING - 3/4"693 SF Roofs ASPHALT SHINGLES 2101 SF EXTERIOR SHEATHING - 1/2"2083 SF ROOF UNDERLAYMENT 2049 SF Walls EXTERIOR SHEATHING - 1/2"3202 SF GYPSUM WALL BOARD - 1/2"6841 SF HOUSE WRAP / VAPOR RETARDER 3226 SF ESTIMATED WOOD WALLS - UNFINISHED OPTION MATERIAL LINEAL FEET Exterior WOOD STUD - 2X4 314'-3" WOOD STUD - 2X6 2'-0" Interior WOOD STUD - 2X4 279'-3" WOOD STUD - 2X6 11'-3" KEYNOTE LEGEND NUMBER NOTE 03 7-0 HD.HT. 09 WALL LINE BELOW 23 TUB/SHOWER 29 36" X 60" FIBERGLASS SHOWER 44 LOW WALL w/WOOD CAP +38" AFF 45 WASHER TO BE ON LEFT SIDE OF DRYER WHEN FACING APPLIANCES 52 HVAC CHASE TO ATTIC. ADJUST FLOOR AND ROOF LAYOUT AS REQUIRED 56 22" X 30" ATTIC ACCESS ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)4 34'-10" BEAM (FLUSH)14 132'-9 1/16" GIRDER TRUSS 1 13'-9 1/4" HEADER 3 28'-10 5/8" STEEL BEAM (DROPPED)1 20'-9 3/8" FLOORING SCHEDULE - UNFINISHED OPTION Name Area Floor Finish Level BASEMENT 595 SF 4" CONCRETE SLAB BASEMENT FLOOR BATH 51 SF HARD BASEMENT FLOOR DINETTE 89 SF HARD MAIN FLOOR DROP 39 SF HARD MAIN FLOOR ENTRY 65 SF HARD MAIN FLOOR GARAGE 694 SF 4" CONCRETE SLAB MAIN FLOOR GREAT RM.260 SF HARD MAIN FLOOR KITCHEN 160 SF HARD MAIN FLOOR PATIO 64 SF 4" CONCRETE SLAB MAIN FLOOR BATH 44 SF HARD UPPER FLOOR BDRM.2 114 SF CARPET UPPER FLOOR BDRM.3 107 SF CARPET UPPER FLOOR BDRM.4 118 SF CARPET UPPER FLOOR L.31 SF HARD UPPER FLOOR M.BATH 51 SF HARD UPPER FLOOR PRIMARY 182 SF CARPET UPPER FLOOR STORAGE 26 SF HARD UPPER FLOOR W.I.C.21 SF CARPET UPPER FLOOR W.I.C.37 SF CARPET UPPER FLOOR 279 MAIN FLOOR MAIN FLOOR T.O.FOUNDATION T.O.FOUNDATION MAIN PLATE MAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE 8' - 1 1 / 8 " 8' - 1 1 / 8 " 9' - 1 1 / 8 " 9' - 1 1 / 8 " 8 12 6' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " MAIN FLOOR MAIN FLOOR T.O.FOUNDATION T.O.FOUNDATION MAIN PLATE MAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE 9' - 1 1 / 8 " 8' - 1 1 / 8 " 8' - 1 1 / 8 " 9' - 1 1 / 8 " GARAGE PLATE 1' - 0 " 8' - 1 1 / 8 " 3.5 12 5 12 MAIN FLOOR MAIN FLOOR T.O.FOUNDATION T.O.FOUNDATION MAIN PLATE MAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE 8' - 1 1 / 8 " 8' - 1 1 / 8 " 9' - 1 1 / 8 " 9' - 1 1 / 8 " GARAGE PLATE 1' - 0 " 8' - 1 1 / 8 " 7' - 1 1 1 / 2 " 6' - 1 1 1 / 2 " 3.5 12 5 12 MAIN FLOORMAIN FLOOR T.O.FOUNDATION T.O.FOUNDATION MAIN PLATEMAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE VINYL LAP SIDING 5" VINYL CORNER TRIM VINYL SIDING 8' - 1 1 / 8 " 9' - 1 1 / 8 " 8' - 1 1 / 8 " 9' - 1 1 / 8 " STONE VENEER STONE CAP GARAGE PLATE 1' - 0 " 8' - 1 1 / 8 " VINYL WINDOW/DOOR TRIM (FRONT ELEVATION ONLY) 6' - 1 1 1 / 2 " ASPHALT SHINGLES PROVIDE METAL FLASHING AS REQUIRED 10"X10" VINYL WRAPPED COLUMN (VERIFY PER BUILDER) 2x6 FASCIA w/METAL WRAP VINYL FRIEZE (FRONT ELEVATION ONLY) 8 12 8 12 OVER-FRAMED GABLE VERIFY ALL EXTERIOR DOOR STYLES PER BUILDER BOARD & BATTEN VINYL SIDING WALL SHEATHING ON ALL ELEVATIONS SHALL BE 1/2" OSB, U.N.O. WINDOWS SO NOTED MEET OR EXCEED APPLICABLE EGRESS REQUIREMENTS WALL SHEATHING ON ALL ELEVATIONS SHALL BE EXTERIOR GRADE 1/2" OSB, UNO. VERIFY ALL EXTERIOR DOOR STYLES WITH BUILDER. GUTTERS AND DOWNSPOUTS NOT SHOWN FOR CLARITY. ALL WINDOW HEAD HEIGHTS ARE 7' - 11 1/2", UNO. WINDOWS SO NOTED MEET OR EXCEED APPLICABLE EGRESS REQUIREMENTS. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Ea s t h a m I V P l a n - E l e v . A - B s m t - 3 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30203625 NT / AH /SP Destiny Homes EXTERIOR ELEVATIONS A4.1 02. 05. 25 ESTIMATED AREA - MATERIAL MATERIAL TYPE MATERIAL SF MATERIAL %MATERIAL ELEVATION Lap Siding - 8"2865 SF 98.9% Stone Veneer 32 SF 1.1% 18" Board & Batten 279 SF 68.6%Front Lap Siding - 8"95 SF 23.2%Front Stone Veneer 33 SF 8.2%Front 1/8" = 1'-0"4 REAR ELEVATION 1/8" = 1'-0"2 LEFT ELEVATION 1/8" = 1'-0"3 RIGHT ELEVATION 1/4" = 1'-0"1 FRONT ELEVATION 280 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. 1003 SF UPPER FLOOR 742 SF MAIN FLOOR 726 SF GARAGE 537 SF FINISHED BASEMENT 213 SF UNFINISHED BASEMENT 750 SF UNFINISHED BASEMENT PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Ea s t h a m I V P l a n - E l e v . A - B s m t - 3 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30203625 NT / AH /SP Destiny Homes 3D VIEWS, AREA PLANS A5.1 02. 05. 25 4 UPPER FLOOR PLAN3MAIN FLOOR PLAN2BASEMENT FLOOR1BASEMENT FLOOR 281 MAIN FLOOR BASEMENT FLOOR UPPER FLOOR UPPER PLATE 3/4" OSB TREADS (TYPICAL) 1/2" OSB RISERS (TYPICAL) 2X12 STRINGER (3 THUS TYP.) CONT. 2X4 SPACER BETWEEN OUTSIDE OF STRINGER AND ADJOINING WALLS (TYP.) THRUST BLOCK ANCHOR TO SLAB 8' - 1 1 / 8 " LOW WALL W/WOOD CAP LOW WALL W/WOOD CAP LOW WALL W/WOOD CAP 6' - 8 " ( M I N . C L E A R H D . H T . C L E A R ) 6' - 8 " ( M I N . C L E A R H D . H T . C L E A R ) 14 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . C L E A R ) = 8 ' - 1 0 1 / 8 " 16 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . C L E A R ) = 1 0 ' - 3 7 / 8 " 10" 7 3 / 4 " 10" 7 9 / 1 6 " 3' - 2 " ( M A X . ) 2' - 1 0 " ( M I N . ) HANDRAIL BEYOND HANDRAIL BEYOND (T O P O F W A L L F R A M E ) 3' - 2 " 1" NOSING 1" NOSING 13 EQUAL TREADS (@ 10" MIN. CLEAR) = 10'-10" 15 EQUAL TREADS (@ 10" MIN. CLEAR) = 12'-6" MIN. RUN MAX. RISE MIN. HEADROOM MAX. VARIANCE 10" 7 3/4" 6'-8" 3/8" HANDRAIL HEIGHTS 34" TO 38" HANDRAILS MAY ENCROACH WIDTH OF STAIRS BY 4 1/2" MAX. HANDRAILS MAX. CROSS SECTION = 2 5/8" HANDRAILS REQ'D ALONG STAIRS w/ 2 OR MORE TREADS STAIR NOTES HANDRAIL NOTES 5: 1 2 6" 6" 5: 1 2 ROOF VENT PROVIDE 10" X 10" CLEAR OPENING TO ATTIC (TYP) 8:128:12 3. 5 : 1 2 5: 1 2 8:12 8:12 EAVE (TYP.) 2' - 0 " RAKE (TYP.) 1'-0" OVER-FRAMED GABLE 11'-7" 8:12 3. 5 : 1 2 3. 5 : 1 2 4" 8 " 5'-6" 1' - 0 " 4 " 2' - 8 " 4" 4' - 4 " 5'-6" WOOD MANTEL WOOD HEARTH +12" GYP BD +8" +12" GYP BD +8" GYP BD +0" 4'-2 3/4" 3'-9 1/4" 1' - 9 3 / 8 " 1' - 0 " ELECTRIC FIREPLACE MODEL MFE5048 6 1 / 8 " 3'-9 1/4" ELECTRIC FIREPLACE ROUGH OPENING: 47" X 21 3/8" FRAMER TO VERIFY MODEL AND ROUGH OPENING PER BUILDER PROVIDE SELF-ADHERING POLYMER MODIFIED BITUMEN ICE MAT FROM EDGE OF EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE. ROOF GUTTERS AND DOWNSPOUTS ARE CONCEPTUAL ONLY - VERIFY LOCATIONS PER BLDR. VERIFY ROOF VENT TYPES BY BUILDER. ROOFING CONTR RESPONSIBLE FOR ADEQUATE VENTILATION PER CODE. FINAL ROOF DESIGN BY TRUSS MFGR. GIRDER TRUSS, SUPPORTS AND POINT LOADS PROVIDED BY TRUSS MFGR. ADJUST HEEL HEIGHTS AS REQUIRED TO MAINTAIN CONSISTENT EAVE OVERHANGS. EAVE AND RAKE OVERHANGS NOTED ARE FINISHED DIMENSIONS. SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Ea s t h a m I V P l a n - E l e v . A - B s m t - 3 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30203625 NT / AH /SP Destiny Homes ROOF PLAN, STAIR SECTION, FIREPLACE DETAIL A6.1 02. 05. 25 1/2" = 1'-0"2 STAIR SECTION 1/8" = 1'-0"1 ROOF PLAN 1/2" = 1'-0"3 OPTIONAL FIREPLACE DETAIL ESTIMATED ROOF VENTS ATTIC ZONE AREA NUMBER OF ROOF VENTS - 50 NFA REQUIRED RIDGE VENTING (FEET) - 11 NFA ATTIC AREA 1504 SF 8 33' VERIFY ROOF VENT TYPES BY BUILDER. ROOFING CONTR. RESPONSIBLE FOR ADEQUATE VENTILATION PER CODE. PROVIDE 10"X10" CLEAR OPENING TO ATTIC SPACE FOR BOX VENTS. ESTIMATED AREA - ROOF 2101 SF 282 ALUMINUM SOFFIT SIDING W/ WALL SHEATHING GABLE END TRUSS/RAFTER OR GABLE END FRAMING ROOF SHEATHING 2x BLOCKING, 24"O.C. TYPICAL RAKE OVERHANG (VERIFY w/ ROOF PLAN) 2x FASCIA WITH METAL WRAP (VERIFY PER EXTERIOR ELEVATION) VINYL LINEAL TRIM OR APPROVED EQUAL (FRONT ELEVATION ONLY, U.N.O.) SIDING TRIM PER SIDING MFR. VARIES DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. VINYL CORNER POST (5" AT FRONT ELEVATION, U.N.O.) (3 1/2" AT SIDE & REAR ELEVATIONS, U.N.O.) SIDING TRIM PER SIDING MFR. WHERE OCCURRING (SEE PLAN) TRIMMER & STUD AT WINDOW EXTERIOR WALL SHEATHING VINYL SIDING WALL INSULATION NOTE #1B 2x4 STUD DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. 2x4 TOP PLATE 2x4 SPACER CONTINUOUS 2-2x10 HEADER* 2-2x12 HEADER* C 2-LVL HEADER* B A 2x10 7/16" OSB FLITCH PLATE FULL HEIGHT & WIDTH CONTINUOUS 2x4 DOUBLE PLATE 2x4 TOP PLATE 2x12 7/16" OSB FLITCH PLATE FULL HEIGHT & WIDTH CONTINUOUS 2x4 DOUBLE PLATE 2x4 TOP PLATE 2x4 DOUBLE PLATE LVL SIZED PER PLAN *SEE PLAN FOR HEADER LENGTH ADD BLOCKING BETWEEN HEADER AND WALL PLATES AS REQUIRED TO MAINTAIN HEADER HEIGHTS AS NOTED ON PLANS ADDITIONAL PLIES REQUIRED FOR THICKER WALLS WILL BE NOTED ON PLANS (VERIFY w/ ROOF PLAN) EXTERIOR WALL SHEATHING ATTIC INSULATION ROOF SHEATHING METAL DRIP EDGE ALUMINUM SOFFIT (VENTED) VENTILATION BAFFLE EACH TRUSS BAY (MAINTAIN 1" AIR SPACE MIN.) SIDING-SEE ELEV., TRIM PER SIDING MFR. 2X FASCIA WITH METAL WRAP (VERIFY PER EXT. ELEVATION) TYPICAL EAVE OVERHANG VARIES DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. MAIN FLOOR MAIN FLOOR PLATE NOTE #1A CEILING INSULATION NOTE #1B 4 MIL SIDING OVER TYVEK HOUSEWRAP OR EQ. INFILTRATION BARRIER 2x TREATED SILL PLATE OVER SILL SEALER GRADE - SLOPE AWAY FROM FOUNDATION 1/2"∅ x 12" ANCHOR BOLTS, 6'-0"O.C. OR SIMPSON MA6 ANCHOR STRAPS, 32"O.C. CONCRETE FOUNDATION WALL 1-#4 HORIZONTAL, CONTINUOUS TOP, MIDDLE & BOTTOM, TYPICAL TOP OF FOUNDATION TOP OF FOOTING NOTE #1E CONCRETE FLOOR GYPSUM BOARD SEE ELEVATION FOR ADDITIONAL INFORMATION DOWELS - FOUNDATION INSULATION#4 x 2'-0", 6'-0"o.c. PERFORATED FTG FORM RIM JOIST PERFORATED FOOTING FORM PAINTED ABOVE GRADE CONTINUOUS CONCRETE FOOTING w/ 2 # 4 RE- BARS HORIZONTAL CONTINUOUS 8" TYP. 6" M I N . SE E P L A N 8" TYPICAL 1'-4" SE E P L A N MI N . H E E L H G T ( U . N . O . ) DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. EXTERIOR WALL SHEATHING GABLE END TRUSS/RAFTER OR GABLE END FRAMING VERIFY W/ ELEV. 5" COMPOSITE SIDING INSTALLED PER MFR. SEE ELEVATION FOR TYPE 6 1 / 2 " EXTERIOR WALL SHEATHING CAULKING EXTERIOR FLASHING TAPE 2-2X6 W/ 2x BLOCKING WRAPPED W/ METAL COIL STOCK & METAL FLASHING FOR A WATER TIGHT APPLICATION CAULKING EXTERIOR FLASHING TAPE AS REQ. W/ FLASHING DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. MAIN FLOOR MAIN FLOOR PLATE UPPER FLOOR NOTE #1E NOTE #1A CEILING INSULATION WALL INSULATION VERIFY FLOOR JOIST W/ PLAN NOTE #1B 4 MIL SIDING OVER TYVEK HOUSEWRAP OR EQ. INFILTRATION BARRIER 2x TREATED SILL PLATE OVER SILL SEALER GRADE - SLOPE AWAY FROM FOUNDATION 1/2"∅ x 12" ANCHOR BOLTS, 6'-0"O.C. OR SIMPSON MA6 ANCHOR STRAPS, 32"o.c. CONCRETE FOUNDATION WALL 1-#4 HORIZONTAL, CONTINUOUS TOP, MIDDLE & BOTTOM, TYPICAL TOP OF FOUNDATION UPPER FLOOR PLATE TOP OF FOOTING NOTE #1E CONCRETE FLOOR EXTERIOR WALL SHEATHING GYPSUM BOARD GYPSUM BOARD SEE ELEVATION FOR ADDITIONAL INFORMATION DOWELS - FOUNDATION INSULATION#4 x 2'-0", 6'-0"o.c. PERFORATED FTG FORM RIM JOIST RIM JOIST PERFORATED FOOTING FORM PAINTED ABOVE GRADE CONTINUOUS CONCRETE FOOTING w/ 2 # 4 RE- BARS HORIZONTAL CONTINUOUS 8" TYP. 6" M I N . HE E L H T . ( U . N . O . ) 12 " M I N . SE E P L A N SE E P L A N 8" SE E P L A N TYPICAL 1'-4" DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. THE DIMENSIONS SPECIFIED IN THIS TABLE ARE TYPICALLY ACCEPTED DIMENSIONS FOR CONVENTIONALLY DESIGNED SINGLE FAMILY DWELLING STRUCTURES OF ONE OR TWO STORIES IN HEIGHT INTENDED TO BE CONSTRUCTED ON UNDISTURBED, NON-EXPANSIVE SOILS. 8"x 16" WITH TWO #4 REINFORCEMENT BAR CONVENTIONAL FOOTING DIMENSIONS & REINFORCEMENT 2,000 P.S.F. SOIL BEARING PRESSURE RESIDENTIAL CONVENTIONAL FOOTING DIMENSIONS: ASSUMING 2,000 P.S.F. IS REQUIRED FOR THE FOOTING, THE FOLLOWING ADJUSTED FOOTING DIMENSIONS MAY BE USED FOR THE SOIL CONDITIONS SPECIFIED IN THE TABLE BELOW, UNLESS SPECIFIC ENGINEERING PROBLEMS EXIST. 1,850 P.S.F.9"x 20" WITH TWO #4 REINFORCEMENT BARS 1,500 P.S.F.10"x 24" WITH TWO #5 REINFORCEMENT BARS 1,250 P.S.F.11"x 28" WITH THREE #5 REINFORCEMENT BARS 1,000 P.S.F.12"x 32" WITH THREE #5 REINFORCEMENT BARS b MICRO-LAMS (12") 2x4 STUDS 2x6 STUDS 2x4 AND MISC. F = 800 PSI F = 600 PSI E = 1500 KSI E = 2000 KSI F = 2800 PSI c c b E = 1700 KSI F = 625 PSI F = 1400 PSI E = 1700 KSI F = 1000 PSI F = 725 PSI E = 1500 KSI F = 675 PSIc c b b c WEATHERING - SEVERE BASEMENT WALLS, FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO WEATHER 2x6 AND LARGER STRUCTURAL STEEL REINFORCING STEEL CONCRETE FRAMING LUMBER 115 MPH (SEISMIC DESIGN CATEGORY - A) F = 36 KSI F = 60 KSI F = 2500 PSI F = 2500 PSI F = 1200 PSI c c y y 2000 PSF 1500 PSF ROOF (SNOW)30 PSF SOIL TEST BUILDING MATERIALS WIND DESIGN LIVE LOADS DESIGN DATA IRC 2021 BUILDING PLANNING - CHAPTER 3 (LOAD BEARING PRESSURE) SAND, SILTY SAND, CLAYEY SAND, SILT GRAVEL AND CLAYEY GRAVEL CLAYEY, SANDY, SLIGHTLY CLAY, CLAYEY SILT, SILT AND SANDY SILT CLAY BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS F = 3000 PSIc BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER F = 3500 PSI PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. (VERIFY w/ ROOF PLAN) EXTERIOR WALL SHEATHING ATTIC INSULATION PER CODE ROOF SHEATHING METAL DRIP EDGE ALUMINUM VINYL SOFFIT VENTILATION BAFFLE EACH TRUSS BAY (MAINTAIN 1" AIR SPACE MIN.) SIDING-SEE ELEV. DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. 2X FASCIA WITH METAL WRAP (VERIFY PER EXT. ELEVATION) TYPICAL EAVE OVERHANG VARIES TYP. PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Ea s t h a m I V P l a n - E l e v . A - B s m t - 3 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30203625 NT / AH /SP Destiny Homes DETAILS D1 02. 05. 25 3 TYPICAL RAKE (U.N.O.)8 TYP. EXTERIOR CORNER 1 HEADER TYPES 5 TYPICAL SLOPED EAVE (U.N.O.) 4 TYPICAL RANCH WALL SECTION 2 TYPICAL VALANCE DETAIL 7 TYP. 2-STORY WALL SECTION 6 TYP. EAVE (U.N.O.) 283 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Ea s t h a m I V P l a n - E l e v . A - B s m t - 3 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30203625 NT / AH /SP Destiny Homes DETAILS D2 02. 05. 25 1 BRACING METHOD CS-PF 2 CS-END CONDITIONS 3 BRACED WALL PANEL CONNECTION 4 SHEAR WALL DETAIL SIMPSON TIE-DOWN STHD14RJ 284 BEAM NOTCH POST 5 1/2" MIN. (2) 1/2" DIAMETER THROUGH BOLTS WITH WASHERS APPROVED POST CAP AS REQ. BY CODE APPROVED POST-TO- BASE CONNECTOR CONCRETE FOOTING POST 1'-0" MINIMUM MI N . 4 2 " B E L O W G R A D E 12 +1 DECK POST BEAM 2 1/2" MIN. DECK POST 3'-0" MIN. STAIR WIDTH P.T. 4X4 POST (2) 1/2" DIAMETER THROUGH-BOLTS WITH WASHERS RIM BOARD APPROVED ANGLED JOIST HANGER P.T. 2X12 STRINGER (3 THUS) P.T. 2X12 TREADS P.1. 1X RISERS 4" MAX. 10" MIN. 1" NOSING GU A R D R A I L H G T . 3' - 0 " 7 3 / 4 " M A X . HANDRAIL HGT. 2' - 1 0 " 42 " M I N . MIN. 1'-0" (MAX.) 4" 3/4" X 3/4" CHAMFER (TYP.) ELEVATIONGUARDRAIL DETAIL ANCHOR BALUSTERS TO RIM JOISTS 2X RIM JOIST ATTACHED TO END OF EACH JOIST W/(3) 16D GALVANIZED 2X TREATED BLOCKING 2X2 BALUSTERS SPACED 5 1/2" O.C. MAX. ANCHOR BALUSTERS TO RAIL 2X6 RAIL 2X6 TOP RAIL 1" DECK POST HEIGHT DECK POST SIZE DECK POST HEIGHT 4 X 4 4 X 6 6 X 6 8 X 8 6 - 9 (C) 8 14 14 (C) THE MAX. PERMITTED HEIGHT IS 8 FEET FOR ONE- PLY AND TWO-PLY BEAMS. THE MAX. HEIGHT FOR THREE-PLY BEAMS ON POST CAPS 6 FEET 9 INCHES. 2" MIN. MA X . 5" 18" BETWEEN 2" M I N . LAG SCREW OR BOLT STAGGER FASTENERS IN 2 ROWS LEDGER SE E N O T E S 3/ 4 " M I N . 5.5" MIN. FOR 2X8* 6.5" MIN. FOR 2X10 7.5" MIN. FOR 2X12 *DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACHE 2X8 LEDGERS TO 2X8 BAND JOISTS. 2021 IRC FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS LEDGER APPROVED JOIST HANGER DECK JOIST @ CORNER JOIST-TO-LEDGER DETAIL 1'-4" O.C.1'-4" O.C. JOIST MECHANICAL FASTENER OR HURRICANE CLIP BEAM JOIST-TO-BEAM DETAIL SHEATHING SIDING CONTINUOUS FLASHING W/ DRIP EDGE APPROVED JOIST HANGERS 2X LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 HOLD-DOWN DEVICE MIN 750LB. CAPACITY AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED 3/8" DIAMETER LAG SCREW PREDRILLED W/ MIN. 3" PENETRATION TO CENTER OF TOP PLATE, STUDS OR HEADER. NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. DECKING 2021 IRC FIGURE R507.9.1.2(2) DECK ATTACHMENT FOR LATERAL LOADS POST-TO-FOOTING DETAIL NOTCHED POST POST CAP 2021 IRC FIGURE R507.5.1 DECK BEAM TO DECK POST 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Ea s t h a m I V P l a n - E l e v . A - B s m t - 3 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30203625 NT / AH /SP Destiny Homes DETAILS D3 02. 05. 25 3/4" = 1'-0"1 DECK DETAILS 285 SC SC SC SC SC DEDICATED OUTLET PASSIVE RADON SYSTEM w/OUTLET IN ATTIC UP TO SWITCH 3 GFI +48" P.C. FURNACE W.H. P.C. P.C. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETWP GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETGFI HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED LIGHT FIXTURE E-STAR COMPLIANT FLUORESCENT LIGHT FIXTUREES WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE RECESSED ADJ. EYEBALL LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE WITH PULL CHAINPC TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENEROHGD CHIMESCHIMES PUSH BUTTONPB COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER. ELEC. PLAN MAY BE SHOWN REVERSED -IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. THE SYMBOL SC INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. PENDANT LIGHT FIXTUREPND ELECTRIC VEHICLE CHARGEREV UP TO SWITCH 3 GFI +48" SUMP W.H. FURNACE3 GF I VENT TO EXTERIOR GFI +48" DEDICATED OUTLET PASSIVE RADON SYSTEM w/OUTLET IN ATTIC 3 TV C5 RJ45 PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Ea s t h a m I V P l a n - E l e v . A - B s m t - 3 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30203625 NT / AH /SP Destiny Homes ELECTRICAL PLAN - BASEMENT UNFINISHED AND FINISHED E1 02. 05. 25 1/4" = 1'-0"1 ELECTRICAL OPTION -BASEMENT UNFINISHED 1/4" = 1'-0"2 ELECTRICAL PLAN -BASEMENT FINISHED 286 SC SC SC SC SC SC ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETWP GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETGFI HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED LIGHT FIXTURE E-STAR COMPLIANT FLUORESCENT LIGHT FIXTUREES WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE RECESSED ADJ. EYEBALL LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE WITH PULL CHAINPC TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENEROHGD CHIMESCHIMES PUSH BUTTONPB COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER. ELEC. PLAN MAY BE SHOWN REVERSED -IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. THE SYMBOL SC INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. PENDANT LIGHT FIXTUREPND ELECTRIC VEHICLE CHARGEREV TO LIGHT ABOVE VENT TO EXTERIOR TV GFI WP GFI DW TO S W I T C H BE L O W C O U N T E R WATERLINE TO REF. 33 GF I WP CHIME PB TO CHIME PB OHGD MI C R O GFI +48" TO LIGHT BELOW 33 3 3 RJ 4 5 C5 REF +42" EL E C T . R A N G E / M I C R O 22 0 V DI S P . GFI FAN/LIGHT GFI3 GF I +4 8 " OUTLET IN ATTIC FOR PASSIVE RADON SYSTEM GFI +48" PB 22" X 30" ATTIC ACCESS OHGD 3 WASHER TO ALWAYS BE ON LEFT SIDE OF DRYER. SEE ELEC. LEGEND. TO SWITCH BELOW VENT TO EXTERIOR VENT TO EXTERIOR GFI TV C5 3 3 OUTLET IN ATTIC FOR RADON SYSTEM GFI RJ 4 5 FAN/LIGHT 3 33 22 0 WA S H E R DR Y E R PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Ea s t h a m I V P l a n - E l e v . A - B s m t - 3 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30203625 NT / AH /SP Destiny Homes ELECTRICAL PLAN - MAIN FLOOR, UPPER FLOOR E2 02. 05. 25 1/4" = 1'-0"1 ELECTRICAL PLAN -MAIN FLOOR 1/4" = 1'-0"2 ELECTRICAL PLAN -UPPER FLOOR 287 FLASHING: SIDING: EXTERIOR WALLS: RAFTERS: EXTERIOR DOORS: TUB/SHOWERS: BALCONIES: UPPER FLOOR MAIN STAIRS: BASEMENT STAIRS: NO BRIDGING: CAP STOOP: INTERIOR HEADERS: FRAMING NOTES EXTERIOR HEADERS: TRUSSES: INSTALLED TO BE WATER TIGHT PER MFGR'S SPECIFICATIONS 2x4 UNDER RIDGE ON ALL GABLES. HOUSE WRAP OVER ALL EXTERIOR WALLS AND GABLES; CONTINUOUS FLASHING ALONG SHED ROOFS AND STOOPS. RUBBER FLASHING 18" WIDE UNDER ALUMINUM FLASHING. CAULK BEHIND WINDOWS AND DOORS. OSB SHEATHING ON ALL EXTERIOR WALLS AND EXTERIOR FACE OF ALL GABLES. SHEATHING IS ALSO REQUIRED ON THE OUTSIDE FACE OF ANY/ALL WALLS THAT ADJOIN ENCLOSED UNHEATED SPACES AS SUCH AS PORCH ROOFS OR ATTIC SPACES. UNLESS NOTED OTHERWISE ON PLANS. 24" o.c. WITH BRACING AS SHOWN ON PLANS VAULT 2x10 16" o.c. / 2x6 SUB FASCIA, LOOKOUTS AS REQUIRED. 5', 4' AND 3' EXACT OPENINGS. AS NOTED ON PLAN ON PLANS. OSB FLUSH FOR 1x6 BALUSTER PLATE UNLESS SPECIFIED 2 1/4" WITH SKIRT BOARD. (USE SCRAPS WHERE POSSIBLE.) GLUED AND NAILED; TREADS HANG OVER ENDS 1 1/2" OR 1/2" RISERS, 3/4" TREADS WITH 1" OVERHANG ON FRONT, 3/4" AWAY FROM FRAMED OR FURRED WALLS. SOLID BLOCKING AS REQUIRED BY CODES. HALF WAY. TO FOUNDATION TIES; OSB TO HANG EXTEND OVER FOUNDATION IN NON BEARING PARTITION WALLS - 2x4 3/4" OSB 2x6 FRAMING TAP CON OR RAMSET AND BRACED 24" o.c. WITH BRACING AS SPECIFIED BY TRUSS MANUFACTURER. THE FRAMER SHALL ADJUST LAYOUT OR PLACEMENT OF FRAMING MEMBERS TO PROVIDE REQUIRED CLEARANCES FOR ALL MECHANICAL AND PLUMBING SYSTEMS WHILE MAINTAINING STRUCTURAL INTEGRITY. ALL HEADERS TO BE SIZED BY OTHERS. ALL WINDOW HEAD HEIGHTS NOTED ON PLANS TO BE VERIFY AND ADJUSTED AS REQUIRED BY BUILDER. 3/4" OSB SPACER BETWEEN DOOR SILL AND FLOOR DECK, SLIDING GLASS DOORS INSTALL DIRECTLY TO FLOOR DECK. FRAMER SHALL PROVIDE CLEAR CHASES FOR PLUMBING AND MECHANICAL SYSTEMS. GENERAL NOTES 3. PERFORATED FOUNDATION DRAIN TILE AS SPECIFIED BY BUILDER. 2. SUMP PIT AND PUMP AS SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. 1. WATERPROOF FOUNDATION WALLS AS SPECIFIED AS BUILDER. D. PROVIDE SOIL POISONING TO CONTROL TERMITES AS REQ. BY GOVERNING CODES. VII DOORS & WINDOWS. A. DOORS: b. BASEMENT: ALUMINUM. B. WINDOWS: VIII FINISHES 1. DOORS AS FOLLOWS AND AS SPECIFIED BY BUILDER: a. ENTRY DOORS AND SIDELIGHTS: AS SPECIFIED BY BUILDER. b. HOUSE/GARAGE DOORS: INSULATED STEEL DOOR, FLUSH WITH CLOSER. c. OVERHEAD GARAGE DOORS: INSULATED, AS SPECIFIED BY BUILDER. d. PATIO DOORS (HINGED): FULL GLASS AS SPECIFIED BY BUILDER. e. SLIDING GLASS DOORS: AS SPECIFIED BY BUILDER. f. INTERIOR DOORS: AS SPECIFIED BY BUILDER. 1. WINDOWS AS FOLLOWS AND AS SPECIFIED BY BUILDER: a. LIVING LEVELS (INCLUDING WALKOUT BASEMENT): POLYVINYL OR METAL CLAD. 2. UNITS OF THE SIZE, STYLE AND QUANTITY SHOWN ON DRAWINGS. 3. GLAZING SHALL BE DOUBLE-PANE INSULATING GLASS IN LIVING AREAS. 4. TEMPERED GLASS IN ALL WINDOWS AS REQUIRED BY GOVERNING CODES. 2018 IRC R308 5. INSTALL EMERGENCY EGRESS UNITS AS REQUIRED BY GOVERNING CODES. 2018 IRC R310 C. FINISH HARDWARE SHALL BE SPECIFIED BY BUILDER. INSTALL ALL HARDWARE REQUIRED BY GOVERNING CODES. A. GYPSUM PANELS: IX SPECIALTIES A. FIREPLACES SHALL BE AS FOLLOWS: 1. GYPSUM PANELS, UNLESS OTHERWISE NOTED SHALL BE PROVIDED AS FOLLOWS: a. EXTERIOR WALLS: 1-LAYER 1/2" REGULAR PANELS TO INTERIOR FACE. b. INTERIOR PARTITIONS: 1-LAYER 1/2" REGULAR PANELS EACH SIDE. c. CEILING: 1-LAYER 5/8" REGULAR PANELS. d. GARAGE: PROVIDE 5/8" TYPE "X" PANELS AS REQUIRED BY CODE. 2. PROVIDE METAL CORNER BEAD AND TRIM AT ALL LOCATIONS SHOWN ON DRAWINGS AND AS RECOMMENDED BY GYPSUM WALLBOARD MANUFACTURER. 3. TAPE, FLOAT AND SAND JOINTS AND FASTENERS OF GYPSUM WALLBOARD WITH 3-COATS OF JOINT COMPOUND AS REQUIRED. B. FINISHES SHOWN ON DRAWINGS SHALL BE SPECIFIED BY BUILDER. 1. PRE-MANUFACTURED GAS (NON-WOOD BURNING) UNITS OF THE STYLE AND SIZE SHOWN ON DRAWINGS. 2. MANUFACTURER AND MODEL SHALL BE SPECIFIED BY BUILDER. B. SHOWER, TUB AND TUB/SHOWER ENCLOSURES SHALL BE CONSTRUCTED OF APPROVED SAFETY GLAZING AS SPECIFIED BY BUILDER. C. GUARDRAILS SHALL BE PROVIDED AS SHOWN ON DRAWINGS AND AT ENCLOSED FLOOR OPENINGS, OPEN SIDES OF STAIRWAYS, LANDINGS AND RAMPS, BALCONIES, PORCHES OR DECKS WHICH ARE MORE THAN 30 INCHES ABOVE GRADE OR FLOOR BELOW. THE TOP OF GUARDRAILS SHALL NOT BE LESS THAN 36 INCHES IN HEIGHT. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT SPHERE 4 INCHES IN DIAMETER CANNOT PASS THROUGH. X MECHANICAL A. GENERAL: B. PLUMBING: XI ELECTRICAL A. GENERAL: 1. INFORMATION AND LAYOUTS SHOWN ON DRAWINGS ARE ONLY SCHEMATIC IN DESIGN, AND SHALL BE REVIEWED BY SUB CONTRACTORS, SUPPLIERS, AND BUILDING OFFICIALS FOR COMPLIANCE WITH GOVERNING CODES AND GOOD COMMON CONSTRUCTION PRACTICES. 2. EQUIPMENT AND FIXTURES SHALL BE SPECIFIED BY BUILDER. 1. PLUMBING ROUGH-IN SHALL BE PROVIDED TO WASHER BOX FOR CLOTHES WASHER. 2. GAS LINES AND VALVES TO DRYER, RANGE AND FIREPLACE AS SPECIFIED BY BUILDER. C. HEATING, VENTILATING & AIR CONDITIONING: 1. FURNACE: GAS, FORCED AIR AS SPECIFIED BY BUILDER. 2. ALL HVAC EQUIPMENT SHALL BE INDIVIDUALLY SWITCHED. 3. DRYER VENT SHALL EXHAUST TO EXTERIOR. 1. INFORMATION AND LAYOUTS SHOWN ON DRAWINGS ARE ONLY SCHEMATIC IN DESIGN, AND SHALL BE REVIEWED BY SUB CONTRACTORS, SUPPLIERS AND BUILDING OFFICIALS FOR COMPLIANCE WITH GOVERNING CODES AND GOOD COMMON CONSTRUCTION PRACTICES. 2. EQUIPMENT AND FIXTURES SHALL BE SPECIFIED BY BUILDER. e. SHOWERS: CONCRETE BOARD BEHIND TILE SHOWERS. 3. SUB CONTRACTOR(S) SHALL BE RESPONSIBLE FOR PROPER INSULATION OF FIREPLACE UNIT, VENTING, HEARTH, MANTLE AND RELATED COMPONENTS AS RECOMMENDED BY MANUFACTURER AND AS REQUIRED BY GOVERNING CODES. 3. DESIGN AND INSTALLATION OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE APPROPRIATE LICENSED CONTRACTORS. 4. MECHANICAL EXHAUST VENTILATION WHERE INDICATED IN BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS SHALL EXHAUST TO EXTERIOR AND PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR. 3. DESIGN AND INSTALLATION OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE APPROPRIATE LICENSED CONTRACTORS. B. INSTALL GROUND-FAULT CIRCUIT-INTERRUPTERS (GFI OR GFCI) MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL OUTDOOR, BEDROOM(S), BATH AND GARAGE WALL RECEPTACLES SHALL BE PROVIDED WITH GROUND-FAULT CIRCUIT PROTECTION. C. INSTALL LOCALLY CERTIFIED SMOKE DETECTORS MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. SMOKE DETECTORS SHALL BE 110 VOLT POWERED, EQUIPPED WITH A BATTERY BACKUP AND SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. I SITEWORK II CONCRETE A. BRICK VENEER IV METALS V WOOD AND PLASTICS III MASONRY A. BUILDER SHALL BE RESPONSIBLE FOR GRADING OF SITE AND LOTS. B. PERFORM EXCAVATION ACCORDING TO GOOD COMMON CONSTRUCTION PRACTICES TO THE LINES, GRADES AND ELEVATIONS INDICATED ON DRAWINGS. C. PROVIDE FOUNDATION DRAINAGE AS SPECIFIED BY GOVERNING CODES. A. ALL CONCRETE SHALL BE DESIGNED AND SPECIFIED BY OTHERS. 1. PROVIDE MODULAR SIZE BRICK VENEER UNITS COMPLYING WITH GOVERNING CODES. BRICK TYPE SHALL BE SPECIFIED BY BUILDER. 2. PROVIDE MORTAR IN ACCORDANCE WITH GOVERNING CODES. A. ALL STRUCTURAL STEEL SHALL COMPLY WITH APPROPRIATE GOVERNING CODES. A. LUMBER AND MANUFACTURED/ENGINEERED WOOD PRODUCTS SHALL, IN ADDITION TO COMPLYING WITH GOVERNING CODES, COMPLY WITH: 1. "PRODUCT USE MANUAL" OF THE WESTERN WOOD PRODUCTS ASSOCIATION FOR SELECTION AND USE OF PRODUCTS INCLUDED IN THAT MANUAL. 2. "PLYWOOD SPECIFICATION AND GRADE GUIDE" OF THE AMERICAN PLYWOOD ASSOCIATION. 5. ROUGH HARDWARE: a. STEEL ITEMS: b. COMPLY WITH GOVERNING CODES. F. INTERIOR TRIM SHALL BE SELECTED BY BUILDER. VI THERMAL & MOISTURE PROTECTION 1. FOUNDATION WALLS: 2. EXTERIOR FRAME WALLS c. USE GALVANIZED AT EXTERIOR LOCATIONS. 3. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS AND RECOMMENDATIONS FOR FIRE-RETARDANT AND PRESERVATIVE PRESSURE TREATED LUMBER AND PLYWOOD. a. ALL WOOD INDICATED AS "PRESSURE TREATED" OR "TREATED" SHALL BE PRESERVATIVE PRESSURE TREATED. b. ALL WOOD INDICATED AS "FIRE-RETARDANT" SHALL BE FIRE-RETARDANT PRESSURE TREATED. B. FRAMING LUMBER: PROVIDE LUMBER AND MATERIALS MEETING OR EXCEEDING THE FOLLOWING STANDARDS OF QUALITY: 1. ALL ENGINEERED WOOD PRODUCTS SHALL BE HANDLED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS/SPECIFICATIONS RECOMMENDATIONS UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL HEADERS AND BEAMS SHALL BE FREE FROM SPLITS, CHECKS, AND SHAKES. 3. CEILING JOISTS ARE DESIGNED FOR NO ATTIC STORAGE UNLESS NOTED OTHERWISE. C. TRUSS LAYOUT IS SCHEMATIC ONLY. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN (INCLUDING SPACING) OF ALL TRUSSES. TRUSSES TO BE DESIGNED AND CERTIFIED BY AN ENGINEER LICENSED IN THE STATE OF IOWA. D. MAIN STAIR CONSTRUCTION SHALL CONSIST OF 3-2X12 STRINGERS, 3/4" THICK TREAD AND 1/2" THICK RISERS. BASEMENT STAIR CONSTRUCTION SHALL CONSIST OF 3-2X12 STRINGERS AND 2X10 TREAD, UNLESS NOTED OTHERWISE. E. ALL WOOD PLATED BEARING ON CONCRETE OR MASONRY SHALL BE OF DECAY-RESISTANT MATERIAL AS REQ. BY GOVERNING CODES. G. ALL EXTERIOR FRAMING AND DECKING SHALL BE CONSTRUCTED OF DECAY-RESISTANT LUMBER CCA .40 OR EQUAL. A. THERMAL BUILDING INSULATION AT ASSEMBLIES ADJACENT TO EXTERIOR OR UNHEATED SPACES MEETING THE REQUIREMENTS OF GOVERNING CODES AND, UNLESS OTHERWISE NOTES, MEETING THE FOLLOWING MINIMUM REQUIREMENTS: a. BASEMENT: GLASS FIBER, VINYL FACED BLANKETS, R-11. UNLESS NOTED OTHERWISE ON PLANS. b. CRAWL SPACE: GLASS FIBER, UNFACED BLANKETS, R-11. UNLESS NOTED OTHERWISE ON PLANS. 3. CEILINGS: b. 2X6: GLASS FIBER, BATTS, R-20 (MIN.). UNLESS NOTED OTHERWISE ON PLANS. a. ATTIC AREAS: GLASS FIBER, BLOWN, R-40. UNLESS NOTED OTHERWISE ON PLANS. b. VAULTED RAFTERS: GLASS FIBER, BATTS, R-40. UNLESS NOTED OTHERWISE ON PLANS. 4. FRAMED FLOORS OVER UNHEATED AREAS: GLASS FIBER BATTS, R-20 (MIN.). UNLESS NOTED OTHERWISE. B. INSTALL 4 MIL POLYETHYLENE VAPOR BARRIER TO INSIDE FACE OF STUDS AT ALL EXTERIOR WALLS EXCEPT BATHROOMS. UNLESS NOTED OTHERWISE ON PLANS. C. ROOFING SHALL BE SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. D. SIDING SHALL BE SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. E. FLASHING AND SHEET METAL REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING. IN ADDITION TO COMPLYING WITH GOVERNING CODES, COMPLY WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF "ARCHITECTURAL SHEET METAL MANUAL" PUBLISHED BY SMACNA. ALL IRON SHEET METAL FLASHING SHALL BE HOT-DIP GALVANIZED COMPLYING WITH ASTM A93. F. GUTTER AND DOWN SPOUTS AS SPECIFIED BY BUILDER. DOWN SPOUT AND SPLASH LOCATIONS SHALL BE DETERMINED BY SUB CONTRACTOR AND APPROVED BY BUILDER SO AS TO PROVIDE POSITIVE ROOF AND SITE DRAINAGE. G. ATTIC AND ROOF VENTILATION AS REQUIRED BY GOVERNING CODES AND AS SHOWN ON DRAWINGS. PROVIDE APPROPRIATE SOFFIT AND ROOF VENTS AS SPECIFIED/APPROVED BY BUILDER. H. FOUNDATION MOISTURE PROTECTION: a. 2X4: GLASS FIBER, BATTS, R-15. UNLESS NOTED OTHERWISE ON PLANS. 4. SPECIES: LOAD BEARING FRAME MEMBERS, EXCEPT PLATES: DOUG FIR LARCH #2 OR BETTER. SOLE, TOP AND DOUBLE PLATES: SOUTHERN PINE FIR #2 OR BETTER. EXTERIOR DECK FRAMING: SOUTHERN YELLOW PINE #2 OR BETTER CCA .40 PRESSURE TREATED. EXTERIOR DECKING AND RAILINGS: PONDEROSA PINE #2 OR BETTER CCA .40 PRESSURE TREATED. PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 SP Destiny Homes COVER SHEET A0.0 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 SHEET LIST A0.0 COVER SHEET A1.1 BASEMENT FLOOR A1.2 BASEMENT FLOOR - OPTION 1 A2.1 MAIN FLOOR A3.1 UPPER FLOOR A4.1 EXTERIOR ELEVATIONS A4.2 3D - VIEWS A5.1 ROOF PLAN & STAIR SECTION, FIREPLACE DETAIL D1 DETAILS D2 DETAILS D3 DETAILS E1 ELECTRICAL PLAN - BASEMENT FLOOR, BASEMENT FLOOR OPTION 1 E2 ELECTRICAL PLAN - MAIN FLOOR E3 ELECTRICAL PLAN - UPPER FLOOR AREA SCHEDULE MAIN FLOOR 915 SF UPPER LEVEL 1248 SF 2163 SF BASEMENT - FINISHED 0 SF BASEMENT - UNFINISHED 933 SF GARAGE 450 SF 1384 SF GRAND TOTAL 3546 SF AREA SCHEDULE - OPTION 1 MAIN FLOOR 915 SF UPPER LEVEL 1248 SF 2163 SF BASEMENT OPTION 1 - FINISHED 747 SF BASEMENT OPTION 1 - UNFINISHED 187 SF GARAGE 450 SF 1384 SF GRAND TOTAL 3547 SF REVISION SCHEDULE NUMBER DATE COMMENTS 288 2'-3"16'-6" M.O.2'-3" 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E UNEXCAVATED STOOP FD 15'-0"21'-0" 4' - 8 " 35 ' - 4 " 22 ' - 0 " 18 ' - 0 " 15 ' - 9 " 7' - 3 " 6' - 4 " 6' - 0 " W.H. SUMP PATIO LINE ABOVE BEAM (FLUSH) 5'-8"24'-8"5'-8" 2X6 BEARING WALL ON 16 X 8 FOOTING (TYP.) PASSIVE RADON SYSTEM w/ OUTLET IN ATTIC ST A N D A R D B A S E M E N T WI N D O W 3 A5.1 4-0 X 4-0 EGRESS WINDOW SILL HGT. = 44" AFF (MAX.) 2X6 BEARING WALL ON 16 X 8 FOOTING (TYP.) 7' - 0 " UP 14R BE A M ( F L U S H ) 3'-0" MIN. 3'-0" 40 ' - 0 " 5'-0" 36'-0" 4-0 X 4-0 EGRESS WINDOW SILL HGT. = 44" AFF (MAX.) 36'-0" BASEMENT 8-0 FOUNDATION WALLS 4" CONCRETE SLAB 7-9 CEILING FULL BATH STUB ONLY HVAC CHASE TO ATTIC 5'-1 1/2"10'-6 1/2" 1' - 4 1 / 2 " 2 1 / 4 " 1'-7 1/8"2'-11 5/8" 5'-2"3'-4"6'-6" FURNACE LOW WALL W/ WOOD CAP BEAM (FLUSH)FL A T F U R P R E S S U R E T R E A T E D W A L L F U R R I N G W / 1 - 1 / 2 " T H I C K RI G I D F O A M I N S U L A T I O N C O N T I N U O U S I N A L L S T U D C A V I T I E S . ST O P I N S U L A T I O N A N D F U R R I N G A T T O P O F F O U N D A T I O N W A L L 3' - 8 1 / 2 " 3' - 6 1 / 2 " BE A M (F L U S H ) 2X4 BEARING WALL ON 16 X 8 FOOTING (TYP.) 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS AND OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDER. TYPICAL NOTES: WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR. OR BY OTHERS VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD.HT. AND GRADE 1/4" = 1'-0"1 BASEMENT FLOOR ESTIMATED AREA - CONCRETE FLATWORK LOCATION AREA CUBIC YARDS Floor: Rear Patio 100 SF 1.2 CY Floor: Front Porch 75 SF 1.7 CY Floor: Garage 432 SF 5.3 CY Floor: Basement 840 SF 10.4 CY ESTIMATED AREA - FOUNDATION WALLS Type Description Volume Area Foundation - 8" Concrete Concrete 888 CF 1332 SF 888 CF 1332 SF PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 SP Destiny Homes BASEMENT FLOOR A1.1 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 FLOORING SCHEDULE Name Area Floor Finish Level BASEMENT 725 SF CONCRETE BASEMENT FLOOR BATH 28 SF HARD MAIN FLOOR DINETTE 91 SF HARD MAIN FLOOR DROP 28 SF HARD MAIN FLOOR ENTRY 19 SF HARD MAIN FLOOR GARAGE 434 SF CONCRETE MAIN FLOOR GREAT RM.275 SF CARPET MAIN FLOOR KITCHEN 149 SF HARD MAIN FLOOR LIVING 144 SF HARD MAIN FLOOR P.31 SF HARD MAIN FLOOR BATH 50 SF HARD UPPER FLOOR BDRM.2 160 SF CARPET UPPER FLOOR BDRM.3 134 SF CARPET UPPER FLOOR BDRM.4 173 SF CARPET UPPER FLOOR HALL 205 SF CARPET UPPER FLOOR L.50 SF HARD UPPER FLOOR M. BATH 112 SF HARD UPPER FLOOR PRIMARY 220 SF CARPET UPPER FLOOR W.I.C.90 SF CARPET UPPER FLOOR SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES LEVEL 1 2-6 X 1-6 7' - 6"BASEMENT FLOOR 2 4-0 x 4-0 EGRESS WINDOW SILL HGT. = 44" AFF (MAX.) 7' - 6"Meets Egress BASEMENT FLOOR 3 5-0 X 5-0 FX Fixed MAIN FLOOR 1 2-6 X 3-6 SH 6' - 11 1/2"MAIN FLOOR 1 5-0 X 5-0 SL 6' - 11 1/2"Meets Egress MAIN FLOOR 1 2-6 X 3-6 SH 6' - 11 1/2"UPPER FLOOR 4 5-0 X 5-0 SL 6' - 11 1/2"Meets Egress UPPER FLOOR DOOR SCHEDULE TAG QTY DOOR SIZE COMMENTS LEVEL 16070 OHGD 1 16-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door T.O.FOUNDATION 2468 2 2-4 x 6-8 MAIN FLOOR 2668 2 2-6 x 6-8 MAIN FLOOR 2868 1 2-8 x 6-8 W/CLOSER - 20MIN.MAIN FLOOR 3068 SC 1 3-0 x 6-8 Entry MAIN FLOOR 6068 1 6-0 x 6-8 Slider MAIN FLOOR 1668 1 1-6 x 6-8 UPPER FLOOR 2468 4 2-4 x 6-8 UPPER FLOOR 2668 7 2-6 x 6-8 UPPER FLOOR 2868 1 2-8 x 6-8 UPPER FLOOR 5068 BP 3 5-0 x 6-8 Sliding Bypass UPPER FLOOR AREA SCHEDULE MAIN FLOOR 915 SF UPPER LEVEL 1248 SF 2163 SF BASEMENT - FINISHED 0 SF BASEMENT - UNFINISHED 933 SF GARAGE 450 SF 1384 SF GRAND TOTAL 3546 SF 289 3 A5.1 2'-3"16'-6" M.O.2'-3" 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 36'-0" UNEXCAVATED STOOP FD 15'-0"21'-0" 4' - 8 " 35 ' - 4 " 22 ' - 0 " 18 ' - 0 " 15 ' - 9 " 7' - 3 " 6' - 4 " 6' - 0 " W.H. SUMP PATIO LINE ABOVE 5'-8"5'-6 1/2"2'-5"16'-8 1/2"5'-8" PASSIVE RADON SYSTEM w/ OUTLET IN ATTIC ST A N D A R D B A S E M E N T WI N D O W 4-0 X 4-0 EGRESS WINDOW SILL HGT. = 44" AFF (MAX.) 2X6 BEARING WALL ON 16 X 8 FOOTING (TYP.) 7' - 0 " UP 14R CRPT HARD 6- 9 H D . H T . BEAM (FLUSH) 3'-0" MIN. 3'-0" 40 ' - 0 " 5'-0" 36'-0" 4-0 X 4-0 EGRESS WINDOW SILL HGT. = 44" AFF (MAX.) 13'-7 1/2"22'-4 1/2" 2668 26 6 8 CRPT HARD 2668 50 6 8 B P R/ S 7' - 6 1 / 2 " 4' - 3 1 / 2 " 2' - 3 1 / 2 " 3' - 6 " BDRM.5 7-9 CLG CARPET FAMILY RM. 7-9 CLG CARPET BASEMENT 8-0 FOUNDATION WALLS 4" CONCRETE SLAB 7-9 CEILING 11 ' - 1 0 " 6' - 2 " 5'-1 1/2"10'-6 1/2" 1'-7 1/8"2'-11 5/8" 3'-7 3/4"6'-4 3/4"3'-7 1/2"7'-5" 7'-1 1/2"8'-5"6'-6" 1' - 4 1 / 2 " 2 1 / 4 " LOW WALL W/ WOOD CAP 2X6 BEARING WALL ON 16 X 8 FOOTING (TYP.) HVAC CHASE TO ATTIC FL A T F U R P R E S S U R E T R E A T E D W A L L F U R R I N G W / 1 - 1 / 2 " T H I C K RI G I D F O A M I N S U L A T I O N C O N T I N U O U S I N A L L S T U D C A V I T I E S . ST O P I N S U L A T I O N A N D F U R R I N G A T T O P O F F O U N D A T I O N W A L L 26 6 8 BEAM (FLUSH)3' - 8 1 / 2 " 3' - 6 1 / 2 " FURNACE BE A M ( F L U S H ) BE A M (F L U S H ) CRPTUNFIN 2X4 BEARING WALL ON 16 X 8 FOOTING (TYP.) 36V TU B / S H W R CRPT UNFIN WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR. OR BY OTHERS VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD.HT. AND GRADE CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS AND OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDER. TYPICAL NOTES: 1/4" = 1'-0"1 BASEMENT FLOOR -OPTION 1 DOOR SCHEDULE - OPTION 1 TAG QTY DOOR SIZE COMMENTS LEVEL 2668 4 2-6 x 6-8 BASEMENT FLOOR 5068 BP 1 5-0 x 6-8 Sliding Bypass BASEMENT FLOOR 16070 OHGD 1 16-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door T.O.FOUNDATION 2468 2 2-4 x 6-8 MAIN FLOOR 2668 2 2-6 x 6-8 MAIN FLOOR 2868 1 2-8 x 6-8 W/CLOSER - 20MIN.MAIN FLOOR 3068 SC 1 3-0 x 6-8 Entry MAIN FLOOR 6068 1 6-0 x 6-8 Slider MAIN FLOOR 1668 1 1-6 x 6-8 UPPER FLOOR 2468 4 2-4 x 6-8 UPPER FLOOR 2668 7 2-6 x 6-8 UPPER FLOOR 2868 1 2-8 x 6-8 UPPER FLOOR 5068 BP 3 5-0 x 6-8 Sliding Bypass UPPER FLOOR ESTIMATED AREA - CONCRETE FLATWORK LOCATION AREA CUBIC YARDS Floor: Rear Patio 100 SF 1.2 CY Floor: Front Porch 75 SF 1.7 CY Floor: Garage 432 SF 5.3 CY Floor: Basement 840 SF 10.4 CY ESTIMATED AREA - FOUNDATION WALLS Type Description Volume Area Foundation - 8" Concrete Concrete 888 CF 1332 SF 888 CF 1332 SF SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. WINDOW SCHEDULE - OPTION 1 QTY TYPE HEAD HEIGHT EGRESS NOTES LEVEL 1 2-6 X 1-6 7' - 6"BASEMENT FLOOR 2 4-0 x 4-0 EGRESS WINDOW SILL HGT. = 44" AFF (MAX.) 7' - 6"Meets Egress BASEMENT FLOOR 3 5-0 X 5-0 FX Fixed MAIN FLOOR 1 2-6 X 3-6 SH 6' - 11 1/2"MAIN FLOOR 1 5-0 X 5-0 SL 6' - 11 1/2"Meets Egress MAIN FLOOR 1 2-6 X 3-6 SH 6' - 11 1/2"UPPER FLOOR 4 5-0 X 5-0 SL 6' - 11 1/2"Meets Egress UPPER FLOOR FLOORING SCHEDULE - OPTION 1 Name Area Floor Finish Level BASEMENT 161 SF CONCRETE BASEMENT FLOOR BATH 48 SF HARD BASEMENT FLOOR BDRM.5 136 SF CARPET BASEMENT FLOOR FAMILY RM.354 SF CARPET BASEMENT FLOOR BATH 28 SF HARD MAIN FLOOR DINETTE 91 SF HARD MAIN FLOOR DROP 28 SF HARD MAIN FLOOR ENTRY 19 SF HARD MAIN FLOOR GARAGE 434 SF CONCRETE MAIN FLOOR GREAT RM.275 SF CARPET MAIN FLOOR KITCHEN 149 SF HARD MAIN FLOOR LIVING 144 SF HARD MAIN FLOOR P.31 SF HARD MAIN FLOOR BATH 50 SF HARD UPPER FLOOR BDRM.2 160 SF CARPET UPPER FLOOR BDRM.3 134 SF CARPET UPPER FLOOR BDRM.4 173 SF CARPET UPPER FLOOR HALL 205 SF CARPET UPPER FLOOR L.50 SF HARD UPPER FLOOR M. BATH 112 SF HARD UPPER FLOOR PRIMARY 220 SF CARPET UPPER FLOOR W.I.C.90 SF CARPET UPPER FLOOR AREA SCHEDULE - OPTION 1 MAIN FLOOR 915 SF UPPER LEVEL 1248 SF 2163 SF BASEMENT OPTION 1 - FINISHED 747 SF BASEMENT OPTION 1 - UNFINISHED 187 SF GARAGE 450 SF 1384 SF GRAND TOTAL 3547 SF PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 Author Destiny Homes BASEMENT FLOOR - OPTION 1 A1.2 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 290 (DESIGNED BY OTHERS) 5/8" TYPE "X" GYP.BD. REQUIRED ON GARAGE CEILING AND ON ALL GARAGE/HOUSE COMMON WALLS 21 ' - 8 " 5' - 7 1 / 2 " 3 1 / 2 " 12 ' - 5 " 15'-0"21'-0" BE N C H DINETTE 9-0 CLG. HARD KITCHEN 9-0 CLG.GREAT RM. 9-0 CLG. CARPET GARAGE 4" CONC. SLAB LIVING 9-0 CLG. CARPET 5' - 0 1 / 2 " 5' - 6 " 5' - 4 1 / 2 " OHGD IN OPEN POSITION 10'-2"8"4'-2"10'-6"10'-6" DROP 9-0 CLG. HARD 8-0 HD.HT. 5'-0"3'-9 1/2" 30V RE F . SINK/DISP R/ S 5'-4"6'-0"9'-0"10'-1"5'-7" PATIO 10'-0"x10'-0" 4" CONCRETE SLAB 36'-0" P. 9-0 CLG. HARD WALL LINE ABOVE STEEL BEAM (DROPPED) 14 " I - J O I S T S 16 " O . C . A B O V E 8" OP T I O N A L E L E C T R I C F . P . - V E R I F Y MO D E L & R . O . P E R B U I L D E R 5-0 X 5-0 FX (7' - 11 1/2" HD.HT.)2-6 X 3-6 SH (6' - 11 1/2" HD.HT.) 5-0 X 5-0 SL (6' - 11 1/2" HD.HT.) 24 6 8 28 6 8 w/ C L O S E R 2468 6068 SGD 3 A5.1 LOW WALL W/WOOD CAP 14 " I - J O I S T S 16 " O . C . A B O V E TYPICAL OF 2 RA N G E / M I C R O SHELVING FLUSH ISLAND DW HEADER UP 16R DN 14R CANTILEVERED LINE ABOVE HVAC CHASE TO ATTIC HEADER BE A M ( F L U S H ) HEADER POINT LOAD (TYPICAL) FLOOR LINE ABOVE BE A M ( F L U S H ) BEAM (FLUSH) BEAM (FLUSH) BEAM (FLUSH) BEAM (DROPPED)16070 OHGD 30 6 8 S C 2'-0"7'-6"5'-6" 40 ' - 0 " 3' - 0 " 3' - 6 " CRPT HARD ENTRY 9-0 CLG HARD 2668 8" 6'-5 1/2"2'-1"3'-4"5"5'-10"1'-3 1/2"1'-3"4'-8"3'-4"7'-4" 1' - 0 " 16'-7 1/2" 16 ' - 1 1 1 / 2 " 3' - 9 " 1' - 6 1 / 2 " 4'-6"3'-1"7'-5 1/2" 1' - 2 1 / 2 " 15 ' - 1 1 " 7' - 1 " 12 ' - 0 " 35 ' - 0 " 5' - 0 " HEADER BE A M ( F L U S H ) 36'-0" 3' - 6 1 / 2 " 3' - 6 1 / 2 " 6'-5 1/2"5'-10"5'-10"2'-6 1/2"2668 CRPT HARD 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS AND OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDER. TYPICAL NOTES: WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR. OR BY OTHERS PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 SP Destiny Homes MAIN FLOOR A2.1 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 1/4" = 1'-0"1 MAIN FLOOR AREA SCHEDULE MAIN FLOOR 915 SF UPPER LEVEL 1248 SF 2163 SF BASEMENT - FINISHED 0 SF BASEMENT - UNFINISHED 933 SF GARAGE 450 SF 1384 SF GRAND TOTAL 3546 SF FLOORING SCHEDULE Name Area Floor Finish Level BASEMENT 725 SF CONCRETE BASEMENT FLOOR BATH 28 SF HARD MAIN FLOOR DINETTE 91 SF HARD MAIN FLOOR DROP 28 SF HARD MAIN FLOOR ENTRY 19 SF HARD MAIN FLOOR GARAGE 434 SF CONCRETE MAIN FLOOR GREAT RM.275 SF CARPET MAIN FLOOR KITCHEN 149 SF HARD MAIN FLOOR LIVING 144 SF HARD MAIN FLOOR P.31 SF HARD MAIN FLOOR BATH 50 SF HARD UPPER FLOOR BDRM.2 160 SF CARPET UPPER FLOOR BDRM.3 134 SF CARPET UPPER FLOOR BDRM.4 173 SF CARPET UPPER FLOOR HALL 205 SF CARPET UPPER FLOOR L.50 SF HARD UPPER FLOOR M. BATH 112 SF HARD UPPER FLOOR PRIMARY 220 SF CARPET UPPER FLOOR W.I.C.90 SF CARPET UPPER FLOOR SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES LEVEL 1 2-6 X 1-6 7' - 6"BASEMENT FLOOR 2 4-0 x 4-0 EGRESS WINDOW SILL HGT. = 44" AFF (MAX.) 7' - 6"Meets Egress BASEMENT FLOOR 3 5-0 X 5-0 FX Fixed MAIN FLOOR 1 2-6 X 3-6 SH 6' - 11 1/2"MAIN FLOOR 1 5-0 X 5-0 SL 6' - 11 1/2"Meets Egress MAIN FLOOR 1 2-6 X 3-6 SH 6' - 11 1/2"UPPER FLOOR 4 5-0 X 5-0 SL 6' - 11 1/2"Meets Egress UPPER FLOOR DOOR SCHEDULE TAG QTY DOOR SIZE COMMENTS LEVEL 16070 OHGD 1 16-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door T.O.FOUNDATION 2468 2 2-4 x 6-8 MAIN FLOOR 2668 2 2-6 x 6-8 MAIN FLOOR 2868 1 2-8 x 6-8 W/CLOSER - 20MIN.MAIN FLOOR 3068 SC 1 3-0 x 6-8 Entry MAIN FLOOR 6068 1 6-0 x 6-8 Slider MAIN FLOOR 1668 1 1-6 x 6-8 UPPER FLOOR 2468 4 2-4 x 6-8 UPPER FLOOR 2668 7 2-6 x 6-8 UPPER FLOOR 2868 1 2-8 x 6-8 UPPER FLOOR 5068 BP 3 5-0 x 6-8 Sliding Bypass UPPER FLOOR 291 PRIMARY 8-0 CLG. CARPET BDRM.2 8-0 CLG. CARPET BDRM.3 8-0 CLG. CARPET BDRM.4 8-0 CLG. CARPET 22" X 30" ATTIC ACCESS 7'-6"12'-2"16'-4" 36'-0" 6'-6"1'-10"3'-10"8'-0"8'-4" 10 ' - 5 " 5' - 6 " 3' - 6 1 / 2 " 3' - 6 1 / 2 " 2' - 5 " 10 ' - 7 " 36 ' - 0 " 2' - 0 " 7'-8"7'-4"5'-4"5'-4"5'-0"5'-4" 36'-0" 42V 42V 5068 BP 5-0 X 5-0 SL (6' - 11 1/2" HD.HT.) 5-0 X 5-0 SL (6' - 11 1/2" HD.HT.) 5-0 X 5-0 SL (6' - 11 1/2" HD.HT.) 48V 2' - 0 " 14 ' - 2 1 / 2 " 2' - 5 " 5' - 3 1 / 2 " 14 ' - 1 " W/D 3 A5.1 LOW WALL +38" AFF 5068 BP 2668 26 6 8 W.I.C. 8-0 CLG. CARPET 2668 2868 DN 16R R/S R/S 26 6 8 10'-4"10'-8"15'-0" 5068 BP 26 6 8 2468 1668 R/S TU B / S H W R RO O F T R U S S E S 24 " O . C . A B O V E LINEN DO U B L E P L U M B I N G W A L L WASHER ON LEFT 24 6 8 L. 8-0 CLG HARD 36 " X 6 0 " F . G S H O W E R RO O F T R U S S E S 24 " O . C . A B O V E 5-0 X 5-0 SL (6' - 11 1/2" HD.HT.) 5-0 X 5-0 FX (14' - 0" HD.HT.) (FROM MAIN FLOOR) HARD CRPT HARDCRPT HARD CRPT 38 ' - 0 " GIRDER TRUSS 2468 2668 2668 LINEN LINEN 2-6 X 3-6 SH (6' - 11 1/2" HD.HT.) 2468 HARDCRPT 1'-6 5/8"3'-0 7/8" 7'-4 1/2"3'-0"5'-11 1/2"5'-3 1/2"3'-10"10'-6 1/2" 3'-8"6'-4"3'-9 1/2"11'-6 1/2" 7'-7"7'-9" 12 ' - 1 1 / 2 " 1' - 1 1 1 / 2 " 1' - 1 0 " 7' - 1 " 3' - 0 " 3' - 6 " 5' - 3 1 / 2 " 3 1/2" 3'-2"10'-6 1/2" 1' - 2 1 / 2 " 1' - 2 1 / 2 " 12 ' - 3 " 2' - 5 " HVAC CHASE TO ATTIC 8'-6" 12'-0 1/2" HA R D CR P T 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS AND OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDER. TYPICAL NOTES: WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR. OR BY OTHERS 1/4" = 1'-0"1 UPPER FLOOR PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 SP Destiny Homes UPPER FLOOR A3.1 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 AREA SCHEDULE MAIN FLOOR 915 SF UPPER LEVEL 1248 SF 2163 SF BASEMENT - FINISHED 0 SF BASEMENT - UNFINISHED 933 SF GARAGE 450 SF 1384 SF GRAND TOTAL 3546 SF FLOORING SCHEDULE Name Area Floor Finish Level BASEMENT 725 SF CONCRETE BASEMENT FLOOR BATH 28 SF HARD MAIN FLOOR DINETTE 91 SF HARD MAIN FLOOR DROP 28 SF HARD MAIN FLOOR ENTRY 19 SF HARD MAIN FLOOR GARAGE 434 SF CONCRETE MAIN FLOOR GREAT RM.275 SF CARPET MAIN FLOOR KITCHEN 149 SF HARD MAIN FLOOR LIVING 144 SF HARD MAIN FLOOR P.31 SF HARD MAIN FLOOR BATH 50 SF HARD UPPER FLOOR BDRM.2 160 SF CARPET UPPER FLOOR BDRM.3 134 SF CARPET UPPER FLOOR BDRM.4 173 SF CARPET UPPER FLOOR HALL 205 SF CARPET UPPER FLOOR L.50 SF HARD UPPER FLOOR M. BATH 112 SF HARD UPPER FLOOR PRIMARY 220 SF CARPET UPPER FLOOR W.I.C.90 SF CARPET UPPER FLOOR SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES LEVEL 1 2-6 X 1-6 7' - 6"BASEMENT FLOOR 2 4-0 x 4-0 EGRESS WINDOW SILL HGT. = 44" AFF (MAX.) 7' - 6"Meets Egress BASEMENT FLOOR 3 5-0 X 5-0 FX Fixed MAIN FLOOR 1 2-6 X 3-6 SH 6' - 11 1/2"MAIN FLOOR 1 5-0 X 5-0 SL 6' - 11 1/2"Meets Egress MAIN FLOOR 1 2-6 X 3-6 SH 6' - 11 1/2"UPPER FLOOR 4 5-0 X 5-0 SL 6' - 11 1/2"Meets Egress UPPER FLOOR DOOR SCHEDULE TAG QTY DOOR SIZE COMMENTS LEVEL 16070 OHGD 1 16-0 x 7-0 Contemporary - Solid Panel Overhead Garage Door T.O.FOUNDATION 2468 2 2-4 x 6-8 MAIN FLOOR 2668 2 2-6 x 6-8 MAIN FLOOR 2868 1 2-8 x 6-8 W/CLOSER - 20MIN.MAIN FLOOR 3068 SC 1 3-0 x 6-8 Entry MAIN FLOOR 6068 1 6-0 x 6-8 Slider MAIN FLOOR 1668 1 1-6 x 6-8 UPPER FLOOR 2468 4 2-4 x 6-8 UPPER FLOOR 2668 7 2-6 x 6-8 UPPER FLOOR 2868 1 2-8 x 6-8 UPPER FLOOR 5068 BP 3 5-0 x 6-8 Sliding Bypass UPPER FLOOR 292 MAIN FLOOR MAIN FLOOR T.O.FOUNDATION T.O.FOUNDATION MAIN PLATE MAIN PLATE 8' - 1 1 / 8 " UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE 9' - 1 1 / 8 " 8' - 1 1 / 8 " 9' - 1 1 / 8 " 6' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 6' - 1 1 1 / 2 " MAIN FLOOR MAIN FLOOR T.O.FOUNDATION T.O.FOUNDATION MAIN PLATE MAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE 8' - 1 1 / 8 " 9' - 1 1 / 8 " 9' - 1 1 / 8 " 8' - 1 1 / 8 " 14 ' - 0 " 6 12 6 12 MAIN FLOOR MAIN FLOOR T.O.FOUNDATION T.O.FOUNDATION MAIN PLATE MAIN PLATE 8' - 1 1 / 8 " UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE 9' - 1 1 / 8 " 8' - 1 1 / 8 " 9' - 1 1 / 8 " 6 12 6 12 MAIN FLOORMAIN FLOOR T.O.FOUNDATION T.O.FOUNDATION MAIN PLATEMAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE 8' - 1 1 / 8 " 9' - 1 1 / 8 " 9' - 1 1 / 8 " 8' - 1 1 / 8 " WALL SHEATHING ON ALL ELEVATIONS SHALL BE 1/2" O.S.B., U.N.O. VERIFY ALL EXTERIOR DOOR STYLES PER BUILDER WINDOWS SO NOTED MEET OR EXCEED APPLICABLE EGRESS REQUIREMENTS STONE VENEER 6' - 1 1 1 / 2 " 6' - 1 1 1 / 2 " VINYL LAP SIDING 3 1/2"VINYL WINDOW/DOOR TRIM (FRONT ELEVATION ONLY) 3 1/2" VINYL LINEAL CORNER TRIM 8X8 COMPOSITE WRAPPED COLUMN OR APPROVED EQUAL (VERIFY PER BUILDER) 2X6 FASCIA W/ METAL WRAP 3 1/2" VINYL FRIEZE TRIM (FRONT ELEVATION ONLY) FYPON BRACKET BKT11X30 (TYPICAL OF 2) CUT STONE CAP 3' - 0 " ASPHALT SHINGLES PROVIDE METAL FLASHING AS REQUIRED 8 12 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS AND OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDER. TYPICAL NOTES:ESTIMATED AREA - MATERIAL MATERIAL TYPE MATERIAL SF MATERIAL %MATERIAL ELEVATION Lap Siding - 8"2436 SF 100.0% Lap Siding - 8"463 SF 95.9%Front Stone Veneer 20 SF 4.1%Front 1/8" = 1'-0"4 REAR ELEVATION 1/8" = 1'-0"2 LEFT ELEVATION 1/8" = 1'-0"3 RIGHT ELEVATION 1/4" = 1'-0"1 FRONT ELEVATION PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 SP Destiny Homes EXTERIOR ELEVATIONS A4.1 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 293 PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 SP Destiny Homes 3D - VIEWS A4.2 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 294 6: 1 2 (TYPICAL U.N.O.) 1'-0" RAKE (T Y P I C A L U . N . O . ) 2' - 0 " E A V E 3'-0" 6: 1 2 6: 1 2 8:12 ROOF VENT-PROVIDE 10"x10" CLEAR OPENING TO ATTIC SPACE (TYP.) 8:12 ELECTRIC FIREPLACE ROUGH OPENING 47"x21 3/8". GAS FIREPLACE ROUGH OPENING 42"x36". FRAMER TO VERIFY TYPE & R.O. PER BUILDER ELECTRIC FIREPLACE GYP. BD. +0" WOOD MANTEL GYP. BD. +8" +12" ELECTRIC FIREPLACE MODEL MFE5048 GYP. BD. +8" +12" WOOD HEARTH 5'-6" 1' - 2 " 4 " 2' - 6 " 4" 4' - 4 " 5'-6" 8" 4 " 3'-10 7/8" 6 1 / 8 " 5 7/8" 1/4" 1' - 9 3 / 8 " 1' - 0 " 4'-2 3/8" 3'-9 1/4" MAIN FLOOR MAIN FLOOR BASEMENT FLOOR BASEMENT FLOOR UPPER FLOOR UPPER FLOOR 7 EQUAL TREADS (@10" MIN. CLEAR) = 5'-10" 2X LANDING 4'-6" P.T. THRUST BLOCK HANDRAIL BEHIND (VERIFY STYLE) LOW WALL WITH WOOD CAP AFF +38" 16 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 1 0 ' - 3 7 / 8 " TO P O F F R A M E 3' - 2 " 3/4" OSB TREADS (TYP.) 1/4" OSB RISERS (TYP.) HANDRAIL BEHIND (VERIFY STYLE) 2x12 STRINGER (3 THUS, TYP.) CONT. 2x4 SPACER BETWEEN OUTSIDE OF STRINGER AND ADJOINING WALLS (TYP.) 14 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 8 ' - 1 0 1 / 8 " 2x LANDING 2x LANDING 6' - 8 " ( M I N . C L E A R H D . H T . ) 3' - 2 " ( M A X . ) 2' - 1 0 " ( M I N . ) 7 9 / 1 6 " 10" 6' - 8 " ( M I N . C L E A R H D . H T . ) 6 EQUAL TREADS (@10" MIN. CLEAR) = 5'-0" 2X LANDING 3'-11 1/2" 6' - 8 " ( M I N . C L E A R H D . H T . ) 7 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 4 ' - 5 1 / 1 6 " 7 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 4 ' - 5 1 / 1 6 " 8 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 5 ' - 1 1 5 / 1 6 " 8 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 5 ' - 1 1 5 / 1 6 " 3' - 2 " ( M A X . ) 2' - 1 0 " ( M I N . ) 7 3 / 4 " 10" 1" NOSING MIN. RUN MAX. RISE MIN. HEADROOM MAX. VARIANCE 10" 7 3/4" 6'-8" 3/8" HANDRAIL HEIGHTS 34" TO 38" HANDRAILS MAY ENCROACH WIDTH OF STAIRS BY 4 1/2" MAX. HANDRAILS MAX. CROSS SECTION = 2 5/8" HANDRAILS REQ'D ALONG STAIRS w/ 2 OR MORE TREADS STAIR NOTES HANDRAIL NOTES 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS AND OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDER. TYPICAL NOTES: 1/8" = 1'-0"1 ROOF PLAN ESTIMATED AREA - ROOF VENTS Attic Zone Sq. Ft. (Area)Number of Roof Vents - 50 NFA Required Ridge Vent (Feet) - 11 NFA ATTIC AREA 1367 SF 7 30' ESTIMATED AREA - ROOF 2031 SF VERIFY ROOF VENT TYPES BY BUILDER. ROOFING CONTR. RESPONSIBLE FOR ADEQUATE VENTILATION PER CODE. PROVIDE 10"X10" CLEAR OPENING TO ATTIC SPACE FOR BOX VENTS. 1/2" = 1'-0"2 FIREPLACE DETAIL 1/2" = 1'-0"3 STAIR SECTION PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 SP Destiny Homes ROOF PLAN & STAIR SECTION, FIREPLACE DETAIL A5.1 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 295 2x4 SPACER CONTINUOUS 2-2x10 HEADER* 2-2x12 HEADER* C 2-LVL HEADER* B A 2x10 7/16" O.S.B. FLITCH PLATE FULL HEIGHT & WIDTH CONTINUOUS 2x4 DOUBLE PLATE 2x12 7/16" O.S.B. FLITCH PLATE FULL HEIGHT & WIDTH CONTINUOUS 2x4 DOUBLE PLATE 2x4 DOUBLE PLATE LVL SIZED PER PLAN *SEE PLAN FOR HEADER LENGTH ADD BLOCKING BETWEEN HEADER AND WALL PLATES AS REQUIRED TO MAINTAIN HEADER HEIGHTS AS NOTED ON PLANS ADDITIONAL PLIES REQUIRED FOR THICKER WALLS WILL BE NOTED ON PLANS THE DIMENSIONS SPECIFIED IN THIS TABLE ARE TYPICALLY ACCEPTED DIMENSIONS FOR CONVENTIONALLY DESIGNED SINGLE FAMILY DWELLING STRUCTURES OF ONE OR TWO STORIES IN HEIGHT INTENDED TO BE CONSTRUCTED ON UNDISTURBED, NON-EXPANSIVE SOILS. 8"x 16" WITH TWO #4 REINFORCEMENT BAR CONVENTIONAL FOOTING DIMENSIONS & REINFORCEMENT 2,000 P.S.F. SOIL BEARING PRESSURE RESIDENTIAL CONVENTIONAL FOOTING DIMENSIONS: ASSUMING 2,000 P.S.F. IS REQUIRED FOR THE FOOTING, THE FOLLOWING ADJUSTED FOOTING DIMENSIONS MAY BE USED FOR THE SOIL CONDITIONS SPECIFIED IN THE TABLE BELOW, UNLESS SPECIFIC ENGINEERING PROBLEMS EXIST. 1,850 P.S.F.9"x 20" WITH TWO #4 REINFORCEMENT BARS 1,500 P.S.F.10"x 24" WITH TWO #5 REINFORCEMENT BARS 1,250 P.S.F.11"x 28" WITH THREE #5 REINFORCEMENT BARS 1,000 P.S.F.12"x 32" WITH THREE #5 REINFORCEMENT BARS b MICRO-LAMS (12") 2x4 STUDS 2x6 STUDS 2x4 AND MISC. F = 800 PSI F = 600 PSI E = 1500 KSI E = 2000 KSI F = 2800 PSI c c b E = 1700 KSI F = 625 PSI F = 1400 PSI E = 1700 KSI F = 1000 PSI F = 725 PSI E = 1500 KSI F = 675 PSIc c b b c WEATHERING - SEVERE BASEMENT WALLS, FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO WEATHER 2x6 AND LARGER STRUCTURAL STEEL REINFORCING STEEL CONCRETE FRAMING LUMBER 115 MPH (SEISMIC DESIGN CATEGORY - A) F = 36 KSI F = 60 KSI F = 2500 PSI F = 2500 PSI F = 1200 PSI c c y y 2000 PSF 1500 PSF ROOF (SNOW)30 PSF SOIL TEST BUILDING MATERIALS WIND DESIGN LIVE LOADS DESIGN DATA IRC 2018. BUILDING PLANNING - CHAPTER 3 (LOAD BEARING PRESSURE) SAND, SILTY SAND, CLAYEY SAND, SILT GRAVEL AND CLAYEY GRAVEL CLAYEY, SANDY, SLIGHTLY CLAY, CLAYEY SILT, SILT AND SANDY SILT CLAY BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS F = 3000 PSIc BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER F = 3500 PSI PORCHES, CARPOT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS VINYL CORNER POST (5" AT FRONT ELEVATION, U.N.O.) (3 1/2" AT SIDE & REAR ELEVATIONS, U.N.O.) SIDING TRIM PER SIDING MFR. WHERE OCCURIING (SEE PLAN) TRIMMER & STUD AT WINDOW EXTERIOR WALL SHEATHING VINYL SIDING WALL INSULATION PER CODE NOTE #1B 2x4 STUD DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. (VERIFY w/ ROOF PLAN) EXTERIOR WALL SHEATHING ATTIC INSULATION PER CODE ROOF SHEATHING METAL DRIP EDGE ALUMINUM VINYL SOFFIT VENTILATION BAFFLE EACH TRUSS BAY (MAINTAIN 1" AIR SPACE MIN.) SIDING-SEE ELEV. DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. 2X FASCIA WITH METAL WRAP (VERIFY PER EXT. ELEVATION) TYPICAL EAVE OVERHANG VARIES TYP. ALUMINUM SOFFIT SIDING o/ WALL SHEATHING GABLE END TRUSS/RAFTER OR GABLE END FRAMING ROOF SHEATHING 2x BLOCKING, 24"o.c. TYPICAL RAKE OVERHANG (VERIFY w/ ROOF PLAN) 2x FASCIA WITH METAL WRAP (VERIFY PER EXTERIOR ELEVATION) VINYL LINEAL TRIM OR APPROVED EQUAL (FRONT ELEVATION ONLY, U.N.O.) VARIES DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. (VERIFY w/ ROOF PLAN) EXTERIOR WALL SHEATHING ATTIC INSULATION PER CODE ROOF SHEATHING METAL DRIP EDGE ALUMINUM VINYL SOFFIT (VENTED) VENTILATION BAFFLE EACH TRUSS BAY (MAINTAIN 1" AIR SPACE MIN.) SIDING-SEE ELEV. 2X FASCIA WITH METAL WRAP (VERIFY PER EXT. ELEVATION) TYPICAL EAVE OVERHANG VARIES DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. EXTERIOR WALL SHEATHING GABLE END TRUSS/RAFTER OR GABLE END FRAMING VERIFY W/ ELEV. 5" VINYL SIDING INSTALLED PER MFR. SEE ELEVATION FOR TYPE 6 1 / 2 " EXTERIOR WALL SHEATHING 2-2X6 W/ 2x BLOCKING WRAPPED W/ METAL COIL STOCK & METAL FLASHING FOR A WATER TIGHT APPLICATION EXTERIOR FLASHING TAPE AS REQ. o/ FLASHING DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. EXTERIOR FLASHING TAPE AS REQ. o/ FLASHING MAIN FLOOR MAIN FLOOR PLATE NOTE #1A CEILING INSULATION NOTE #1B 4 MIL SIDING OVER TYVEK HOUSEWRAP OR EQ.INFILTRATION BARRIER 2x TREATED SILL PLATE OVER SILL SEALER GRADE - SLOPE AWAY FROM FOUNDATION 1/2"∅ x 12" ANCHOR BOLTS, 6'-0"o.c. OR SIMPSON MA6 ANCHOR STRAPS, 32"o.c. CONCRETE FOUNDATION WALL 1-#4 HORIZONTAL, CONTINUOUS TOP, MIDDLE & BOTTOM, TYPICAL TOP OF FOUNDATION TOP OF FOOTING NOTE #1E CONCRETE FLOOR GYPSUM BOARD SEE ELEVATION FOR ADDITIONAL INFORMATION DOWELS - FOUNDATION INSULATION#4 x 2'-0", 6'-0"o.c. PERFORATED FTG FORM RIM JOIST PERFORATED FOOTING FORM PAINTED ABOVE GRADE CONTINUOUS CONCRETE FOOTING w/ 2 # 4 RE- BARS HORIZONTAL CONTINUOUS 8" TYP. 6" M I N . SE E P L A N 8" TYPICAL 1'-4" SE E P L A N MI N . H E E L H G T ( U . N . O . ) DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. MAIN FLOOR MAIN FLOOR PLATE UPPER FLOOR NOTE #1E NOTE #1A CEILING INSULATION WALL INSULATION VERIFY FLOOR JOIST W/ PLAN NOTE #1B 4 MIL SIDING OVER TYVEK HOUSEWRAP OR EQ.INFILTRATION BARRIER 2x TREATED SILL PLATE OVER SILL SEALER GRADE - SLOPE AWAY FROM FOUNDATION 1/2"∅ x 12" ANCHOR BOLTS, 6'-0"o.c. OR SIMPSON MA6 ANCHOR STRAPS, 32"o.c. CONCRETE FOUNDATION WALL 1-#4 HORIZONTAL, CONTINUOUS TOP, MIDDLE & BOTTOM, TYPICAL TOP OF FOUNDATION UPPER FLOOR PLATE TOP OF FOOTING NOTE #1E CONCRETE FLOOR EXTERIOR WALL SHEATHING GYPSUM BOARD GYPSUM BOARD SEE ELEVATION FOR ADDITIONAL INFORMATION DOWELS - FOUNDATION INSULATION#4 x 2'-0", 6'-0"o.c. PERFORATED FTG FORM RIM JOIST RIM JOIST PERFORATED FOOTING FORM PAINTED ABOVE GRADE CONTINUOUS CONCRETE FOOTING w/ 2 # 4 RE- BARS HORIZONTAL CONTINUOUS 8" TYP. 6" M I N . HE E L H T . ( U . N . O . ) 12 " M I N . SE E P L A N SE E P L A N 8" SE E P L A N TYPICAL 1'-4" DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS AND OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDER. TYPICAL NOTES: PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 Destiny Homes DETAILS D1 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 1 HEADER TYPES 8 TYP. EXTERIOR CORNER 7 TYPICAL EAVE (U.N.O.)6 TYP. RAKE (U.N.O.) 5 TYP. SLOPED EAVE (U.N.O.)4 VINYL -TYP. VALANCE DETAIL 2 TYP. RANCH WALL SEC.3 TYP. 2-STORY WALL SEC. 296 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS AND OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDER. TYPICAL NOTES: PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 Destiny Homes DETAILS D2 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 2 CS-PF BRACING 3 CS-END CONDITIONS 1 BRACED WALL PANEL CONNECTION 297 BEAM NOTCH POST 5 1/2" MIN. (2) 1/2" DIAMETER THROUGH BOLTS WITH WASHERS APPROVED POST CAP AS REQ. BY CODE APPROVED POST-TO- BASE CONNECTOR CONCRETE FOOTING POST 1'-0" MINIMUM MI N . 4 2 " B E L O W G R A D E 12 +1 DECK POST BEAM 2 1/2" MIN. DECK POST POST-TO-FOOTING DETAIL NOTCHED POST POST CAP 2018 IRC FIGURE R507.5.1 DECK BEAM TO DECK POST 2" MIN. MA X . 5" 18" BETWEEN 2" M I N . LAG SCREW OR BOLT STAGGER FASTENERS IN 2 ROWS LEDGER SE E N O T E S 3/ 4 " M I N . 5.5" MIN. FOR 2X8* 6.5" MIN. FOR 2X10 7.5" MIN. FOR 2X12 *DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACHE 2X8 LEDGERS TO 2X8 BAND JOISTS. 2018 IRC FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS DECK POST HEIGHT DECK POST SIZE DECK POST HEIGHT 4 X 4 4 X 6 6 X 6 8 X 8 6 - 9 (C) 8 14 14 (C) THE MAX. PERMITTED HEIGHT IS 8 FEET FOR ONE- PLY AND TWO-PLY BEAMS. THE MAX. HEIGHT FOR THREE-PLY BEAMS ON POST CAPS 6 FEET 9 INCHES. SHEATHING SIDING CONTINUOUS FLASING W/ DRIP EDGE APPROVED JOIST HANGERS 2X LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 HOLD-DOWN DEVICE MIN 750LB. CAPACITY AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED 3/8" DIAMETER LAG SCREW PREDRILLED W/ MIN. 3" PENETRATION TO CENTER OF TOP PLATE, STUDS OR HEADER. NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. DECKING 2018 IRC FIGURE R507.9.1.2(2) DECK ATTACHMENT FOR LATERAL LOADS LEDGER APPROVED JOIST HANGER DECK JOIST @ CORNER JOIST-TO-LEDGER DETAIL 1'-4" O.C.1'-4" O.C. JOIST MECHANICAL FASTENER OR HURRICANE CLIP BEAM JOIST-TO-BEAM DETAIL (MAX.) 4" 3/4" X 3/4" CHAMFER (TYP.) ELEVATIONGUARDRAIL DETAIL ANCHOR BALUSERS TO RIM JOISTS 2X RIM JOIST ATTACHED TO END OF EACH JOIST W/(3) 16D GALVANIZED 2X TREATED BLOCKING 2X2 BALUSTERS SPACED 5 1/2" O.C. MAX. ACHOR BALUSTERS TO RAIL 2X6 RAIL 2X6 TOP RAIL 1" 3'-0" MIN. STAIR WIDTH P.T. 4X4 POST (2) 1/2" DIAMETER THROUGH-BOLTS WITH WASHERS RIM BOARD APPROVED ANGLED JOIST HANGER P.T. 2X12 STRINGER (3 THUS) P.T. 2X12 TREADS P.1. 1X RISERS 4" MAX. 10" MIN. 1" NOSING GU A R D R A I L H G T . 3' - 0 " 7 3 / 4 " M A X . HANDRAIL HGT. 2' - 1 0 " 42 " M I N . MIN. 1'-0" 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON 11 7/8" I-JOIST, U.O.N. (SPACING AS NOTED ON FLOOR PLANS) MAIN FLOOR CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, AND EMPLOYEES DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS AND OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDER. TYPICAL NOTES: PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 Destiny Homes DETAILS D3 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 3/4" = 1'-0"1 DECK DETAILS 298 SC SC SC SC SC 3 UP TO LIGHT P.C.P.C. P.C. DEDICATED OUTLET PASSIVE RADON SYSTEM w/ OUTLET IN ATTIC FURNACE W.H. SUMP GF I +4 8 " ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETW.P. GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETG.F.I. HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED INCANDESCENT LIGHT FIXTURE E-STAR COMPLIANT FLOURESCENT LIGHT FIXTURE E.S. WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJ. EYEBALL INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN P.C. TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENERGDO CHIMESCHIMES PUSH BUTTONP.B. SMOKE DETECTORSD CARBON MONOXIDE DETECTORCO COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER ELEC. MAY BE SHOWN REVERSED - IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. UP TO LIGHT TV VENT TO EXTERIOR P.C. 3 UP TO LIGHT 3 GF I +4 8 " DEDICATED OUTLET PASSIVE RADON SYSTEM w/ OUTLET IN ATTIC FURNACE W.H. SUMP 3 GF I 1 ELECTRICAL PLAN-BASEMENT FLOOR PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 SP Destiny Homes ELECTRICAL PLAN - BASEMENT FLOOR, BASEMENT FLOOR OPTION 1 E1 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 2 ELECTRICAL PLAN-BASEMENT FLOOR OPTION 1 299 SC SC GFI33 3 3 3 3 UP TO LIGHT 3 OHGD PB GF I WP GF I TO SWITCH BELOW GFI +48" PB TO CHIME CH I M E TV FAN/LIGHT VENT TO EXTERIOR OP T I O N A L E L E C T R I C F . P . - V E R I F Y MO D E L & R . O . P E R B U I L D E R GF I +4 8 " GFI WP EL E C T . R A N G E / M I C R O 22 0 V MI C R O AIR SWITCH ON COUNTER WATER LINE TO REF. REF. +42" GFI DW SINK/DISP 33 33 C5 RJ45 (V E R I F Y H E I G H T . PE R B U I L D E R ) 3 ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETW.P. GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETG.F.I. HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED INCANDESCENT LIGHT FIXTURE E-STAR COMPLIANT FLOURESCENT LIGHT FIXTURE E.S. WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJ. EYEBALL INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN P.C. TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENERGDO CHIMESCHIMES PUSH BUTTONP.B. SMOKE DETECTORSD CARBON MONOXIDE DETECTORCO COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER ELEC. MAY BE SHOWN REVERSED - IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. 1 ELECTRICAL PLAN-MAIN FLOOR PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 SP Destiny Homes ELECTRICAL PLAN - MAIN FLOOR E2 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 300 SC SC SC SC SC SC SC FAN/LIGHT TV VENT TO EXTERIOR VENT TO EXTERIOR VENT TO EXTERIOR GF I 3 3 4 TO SWITCH BELOW GF I GF I VENT TO EXTERIOR 3 22" X 30" ATTIC ACCESS OU T L E T I N A T T I C FO R R A D O N S Y S T E M WA S H E R 22 0 V DR Y E R WASHER ON LEFT ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETW.P. GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETG.F.I. HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED INCANDESCENT LIGHT FIXTURE E-STAR COMPLIANT FLOURESCENT LIGHT FIXTURE E.S. WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJ. EYEBALL INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN P.C. TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENERGDO CHIMESCHIMES PUSH BUTTONP.B. SMOKE DETECTORSD CARBON MONOXIDE DETECTORCO COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER ELEC. MAY BE SHOWN REVERSED - IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. 1 ELECTRICAL PLAN -UPPER FLOOR PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. REVISION DATE SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M Ha n s b u r y P l a n - B a s e m e n t - 2 C a r - G R PR O J E C T A D D R E S S R E Q U I R E D F O R P E R M I T 30211423 SP Destiny Homes ELECTRICAL PLAN - UPPER FLOOR E3 07. 05. 23 08 . 0 3 . 2 3 09 . 1 3 . 2 3 10 . 1 7 . 2 3 301 FRAMING NOTES EXTERIOR HEADERS: ALL HEADERS TO BE SIZED BY OTHERS. ALL WINDOW HEAD HEIGHTS NOTED ON PLANS TO BE VERIFIED AND ADJUSTED AS REQUIRED BY BUILDER. INTERIOR HEADERS:IN NON BEARING PARTITION WALLS - 2x4 CAP STOOP:3/4" OSB 2X6 FRAMING TAP CON OR RAMSET AND BRACED TO FOUNDATION TIES; SB TO HANG EXTEND OVER FOUNDATION HALF WAY NO BRIDGING:SOLID BLOCKING AS REQUIRED BY CODES. BASEMENT STAIRS:3/4" AWAY FROM FRAMED OR FURRED WALLS. MAIN STAIRS:1/2" RISERS, 3/4" TREADS WITH 1" OVERHANG ON FRONT, GLUED AND NAILED; TREADS HANG OVER ENDS 1 1/2" OR 2 1/4" WITH SKIRT BOARD. (USE SCRAPS WHERE POSSIBLE.) UPPER FLOOR BALCONIES:OSB FLUSH FOR 1X6 BALUSTER PLATE UNLESS SPECIFIED ON PLANS. TUB/SHOWERS: 5', 4' AND 3' EXACT OPENINGS. AS NOTED ON PLAN. EXTERIOR DOORS:3/4" OSB SPACER BETWEEN DOOR SILL AND FLOOR DECK, SLIDING GLASS DOORS INSTALL DIRECTLY TO FLOOR DECK. TRUSSES:24" OC WITH BRACING AS SPECIFIED BY TRUSS MANUFACTURER. RAFTERS:24" OC WITH BRACING AS SHOWN ON PLANS. VAULT 2X10 16" OC/ 2X6 SUB FASCIA, LOOKOUTS AS REQUIRED. EXTERIOR WALLS:OSB SHEATHING ON ALL EXTERIOR WALLS AND EXTERIOR FACE OF ALL GABLES. SHEATHING IS ALSO REQUIRED ON THE OUTSIDE FACE OF ANY/ALL WALLS THAT ADJOIN ENCLOSED UNHEATED SPACES AS SUCH AS PORCH ROOFS OR ATTIC SPACES. UNLESS NOTED OTHERWISE ON PLANS. SIDING:CAULK BEHIND WINDOWS AND DOORS. HOUSE WRAP OVER ALL EXTERIOR WALLS AND GABLES; INSTALLED TO BE WATER TIGHT PER MFGR'S SPECIFICATIONS. FLASHING:2X4 UNDER RIDGE ON ALL GABLES. RUBBER FLASHING 18" WIDE UNDER ALUMINUM FLASHING. CONTINUOUS FLASHING ALONG SHED ROOFS AND STOOPS. FRAMER SHALL PROVIDE CLEAR CHASES FOR PLUMBING AND MECHANICAL SYSTEMS. THE FRAMER SHALL ADJUST LAYOUT OR PLACEMENT OF FRAMING MEMBERS TO PROVIDE REQUIRED CLEARANCES FOR ALL MECHANICAL AND PLUMBING SYSTEMS WHILE MAINTAINING STRUCTURAL INTEGRITY. PROJECT REQUIREMENTS GENERAL CONSTRUCTION/CONTRACTOR REGULATIONS: ALL CONTRACTORS SHALL VISIT JOB SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BEFORE SUBMITTING BIDS. THE DESIGNER IS TO BE NOTIFIED FOR RE-EVALUATION IF ANY CONDITIONS DO NOT CORRESPOND TO THOSE SHOWN IN THESE DOCUMENTS. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS. CONTRACTORS SHALL NOT SCALE ANY DRAWINGS. THE DIMENSIONS SHOWN ARE TO TAKE PRECEDENCE OVER SCALING THE DOCUMENTS. THE GENERAL CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY INCORRECT WORK AND ANY REPAIR OF SAID WORK AS A RESULT OF SCALING THE DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS REPRESENTED ON THESE DOCUMENTS INCLUDING THE WORK AND MATERIALS FURNISHED BY SUBCONTRACTORS AND VENDERS. THE CONTRACTOR/OWNER SHALL THOROUGHLY REVIEW AND BECOME FAMILIAR WITH THESE DOCUMENTS. UPON REVIEW THE CONTRACTOR SHALL DOCUMENT AND NOTIFY THE DESIGNER OF ANY ERRORS, OMISSIONS, DISCREPANCIES, AND/OR INCONSISTENCIES PRIOR TO THE START OF ANY PORTION OF THE PROPOSED WORK. THE DESIGNER SHALL REVIEW THE PROPOSED CORRECTIONS AFTER THE RECEIPT OF NOTIFICATION. NO CHANGE SHALL BE MADE WITHOUT REVIEW OF THE DESIGNER AND APPROVAL OF THE OWNER. THE DISCOVERY OF DISCREPANCIES AND/OR CONFLICTS AFTER THE START OF WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY ERRORS, OMISSIONS, DISCREPANCIES, AND/OR INCONSISTENCIES WHICH HAVE NOT BEEN BROUGHT TO THE DESIGNERS ATTENTION. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR IN CHARACTER TO COMPARABLE CONDITIONS DETAILED. ANY CLARIFICATIONS NECESSARY TO ENSURE ACCURATE CONSTRUCTION AND COMPLETION OF THE PROJECT SHALL BE ADDRESSED BY THE CONTRACTOR PRIOR TO SUBMISSION OF PROJECT. DEVIATIONS FROM THESE DOCUMENTS IN THE CONSTRUCTION PHASE SHALL BE REVIEWED BY THE DESIGNER AND THE OWNER PRIOR TO THE START OF THE WORK IN QUESTION. ANY DEVIATIONS FROM THESE DOCUMENTS WITHOUT PRIOR REVIEW SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR/OWNER. ALL WORK PERFORMED BY THE CONTRACTOR SHALL COMPLY AND CONFORM WITH LOCAL AND STATE BUILDING CODES, ORDINANCES, REGULATIONS, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE TO BE AWARE OF THESE REQUIREMENTS AND GOVERNING REGULATIONS. THE CONTRACTOR/OWNER SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, PRECAUTIONS, TECHNIQUES, SEQUENCES, PROCEDURES, AND COORDINATION OF ALL PORTION OF THE WORK. ALL WORK SHALL BE DONE IN A WORKMANSHIP-LIKE MANNER. CONTRACTORS/TRADES ARE TO REMOVE THEIR DEBRIS AND LEAVE JOB-SITE BROOM SWEPT AT THE END OF EACH DAY. THESE DOCUMENTS ARE THE PROPERTY OF THE DESIGNER AND SHALL NOT BE COPIED, DUPLICATED, ALTERED, MODIFIED, REVISED, OR RE-USED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN APPROVAL OF THE DESIGNER. TO THE BEST OF THE DESIGNERS' KNOWLEDGE THESE CONSTRUCTION DOCUMENTS ARE IN CONFORMANCE WITH THE REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. IT IS THE INTENT OF THE DESIGNER TO DELINEATE THESE DOCUMENTS AS ACCURATE AS POSSIBLE FOR THE PURPOSE OF GRAPHIC REPRESENTATION. ALL LOCAL AND STATE CODES TO SUPERCEDE THESE CONSTRUCTION DOCUMENTS. IN CASE OF A CONFLICT BETWEEN THESE DOCUMENTS AND LOCAL OR STATE CODES THE CONTRACTOR SHALL INFORM THE DESIGNER. THE OWNER SHALL FURNISH ANY AND ALL REPORTS RECEIVED FROM THE GEOTECHNICAL ENGINEER (SOIL REPORTS), ON THE STUDY OF THE PROPOSED SITE TO THE DESIGNER, STRUCTURAL ENGINEER, AND CONTRACTOR. IN THE EVENT THE GEOTECHNICAL REPORTS DO NOT EXIST, THE SOIL CONDITION SHALL BE ASSUMED TO BE A MINIMUM DESIGN SOIL PRESSURE STATED BY THE STRUCTURAL ENGINEER OF RECORD FOR THE PURPOSE OF STRUCTURAL DESIGN. CONTRACTOR SHALL VERIFY THE SOIL CONDITIONS MEET OR EXCEED THIS CRITERIA. SHOP DRAWING REVIEW AND DISTRIBUTION ALONG WITH PRODUCT SUBMITTALS REQUESTED IN THE CONSTRUCTION DOCUMENTS, SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR, UNLESS DIRECTED OTHERWISE UNDER A SEPARATE AGREEMENT. THE DESIGNER SHALL NOT ACCEPT OR REVIEW ANY REQUEST FOR SHOP DRAWING REVIEW WITHOUT THE REVIEW OF THE CONTRACTOR.THE DIMENSIONS SPECIFIED IN THIS TABLE ARE TYPICALLY ACCEPTED DIMENSIONS FOR CONVENTIONALLY DESIGNED SINGLE FAMILY DWELLING STRUCTURES OF ONE OR TWO STORIES IN HEIGHT INTENDED TO BE CONSTRUCTED ON UNDISTURBED, NON-EXPANSIVE SOILS. VERIFICATION OF THIS DATA IS THE RESPONSIBILITY OF THE BUILDER. 8"x 16" WITH TWO #4 REINFORCEMENT BAR CONVENTIONAL FOOTING DIMENSIONS & REINFORCEMENT 2,000 P.S.F. SOIL BEARING PRESSURE ASSUMING 2,000 P.S.F. IS REQUIRED FOR THE FOOTING, THE FOLLOWING ADJUSTED FOOTING DIMENSIONS MAY BE USED FOR THE SOIL CONDITIONS SPECIFIED IN THE TABLE BELOW, UNLESS SPECIFIC ENGINEERING PROBLEMS EXIST. 1,850 P.S.F.9"x 20" WITH TWO #4 REINFORCEMENT BARS 1,500 P.S.F.10"x 24" WITH TWO #5 REINFORCEMENT BARS 1,250 P.S.F.11"x 28" WITH THREE #5 REINFORCEMENT BARS 1,000 P.S.F. 12"x 32" WITH THREE #5 REINFORCEMENT BARS RESIDENTIAL CONVENTIONAL FOOTINGS DESIGN DATA IRC 2018 BUILDING PLANNING - CHAPTER 3: LIVE LOADS ROOF (SNOW)30 PSF WIND DESIGN 115 MPH (SEISMIC DESIGN CATEGORY - A) WEATHERING - SEVERE SOIL TEST (LOAD BEARING PRESSURE) SAND, SILTY SAND, CLAYEY SAND, SILT GRAVEL AND CLAYEY GRAVEL 2000 PSF SAND, SILTY SAND, CLAYEY SAND, SILT GRAVEL AND CLAYEY GRAVEL 1500 PSF BUILDING MATERIALS STRUCTURAL STEEL FY = 36 KSI REINFORCING STEEL FY = 60 KSI CONCRETE: BASEMENT WALLS, FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO WEATHER FC = 2500 PSI BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS FC = 2500 PSI BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER FC = 3000 PSI PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS FC = 3500 PSI FRAMING LUMBER: 2X6 AND LARGER Fb = 1200 PSI E = 1700 KSI Fc = 625 PSI 2X4 AND MISC Fb = 1400 PSI E = 1700 KSI Fc = 1000 PSI 2X6 STUDS Fb = 725 PSI E = 1500 KSI Fc = 675 PSI 2X4 STUDS Fb = 800 PSI E = 1500 KSI Fc = 600 PSI MICRO-LAMS (12")Fc = 2800 PSI E = 2000 KSI THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE, AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND/OR SIZED BY ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. ALL SCHEDULES SHOWN ARE TO BE VERIFIED BY BUILDER, SUB-CONTRACTORS, VENDORS, AND/OR OTHERS AND ADJUSTED AS REQUIRED. DOOR, WINDOW, AND MATERIAL TAKEOFFS NOTED ARE ESTIMATED ONLY, FROM MATERIALS SHOWN ON PLANS AND DO NOT TAKE IN ACCOUNT FOR WASTE. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND/OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS, AND/OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. BATT INSULATION BRICK CONCRETE CMU EARTH ENGINEERED WOOD FINISH WOOD GRANITE GRANULAR MATERIAL GRAVEL GYPSUM BOARD METAL STUD PARTITION MATERIALS LEGEND MORTAR PARTICLE BOARD PLASTER PLYWOOD PRECAST CONCRETE RIGID INSULATION SAND SPRAY FOAM INSULATION STEEL STONE WOOD STUD PARTITION WOOD STUD BEARING WALL GENERAL NOTES I SITEWORK A. BUILDER SHALL BE RESPONSIBLE FOR GRADING OF SITE AND LOTS. B. PERFORM EXCAVATION ACCORDING TO GOOD COMMON CONSTRUCTION PRACTICES TO THE LINES, GRADES, AND ELEVATIONS INDICATED ON DRAWINGS. C. PROVIDE FOUNDATION DRAINAGE AS SPECIFIED BY GOVERNING CODES. D. PROVIDE SOIL POISONING TO CONTROL TERMITES AS REQ BY GOVERNING CODES. II CONCRETE A. ALL CONCRETE SHALL BE DESIGNED AND SPECIFIED BY OTHERS. III MASONRY A. A. BRICK VENEER 1. PROVIDE MODULAR SIZE BRICK VENEER UNITS COMPLYING WITH GOVERNING CODES. BRICK TYPE SHALL BE SPECIFIED BY BUILDER. 2. PROVIDE MORTAR IN ACCORDANCE WITH GOVERNING CODES. IV METALS A. ALL STRUCTURAL STEEL SHALL COMPLY WITH APPROPRIATE GOVERNING CODES. V WOOD AND PLASTICS A. LUMBER AND MANUFACTURED/ENGINEERED WOOD PRODUCTS SHALL, IN ADDITION TO COMPLYING WITH GOVERNING CODES, COMPLY WITH: 1. "PRODUCT USE MANUAL" OF THE WESTERN WOOD PRODUCTS ASSOCIATION FOR SELECTION AND USE OF PRODUCTS INCLUDED IN THAT MANUAL. 2. "PLYWOOD SPECIFICATION AND GRADE GUIDE" OF THE AMERICAN PLYWOOD ASSOCIATION. 3. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS AND RECOMMENDATIONS FOR FIRE- RETARDANT AND PRESERVATIVE PRESSURE TREATED LUMBER AND PLYWOOD. a. ALL WOOD INDICATED AS "PRESSURE TREATED" OR "TREATED" SHALL BE PRESERVATIVE PRESSURE TREATED. b. ALL WOOD INDICATED AS "FIRE-RETARDANT" SHALL BE FIRE-RETARDANT PRESSURE TREATED. B. FRAMING LUMBER: PROVIDE LUMBER AND MATERIALS MEETING OR EXCEEDING THE FOLLOWING STANDARDS OF QUALITY: 1. ALL ENGINEERED WOOD PRODUCTS SHALL BE HANDLED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS/SPECIFICATIONS RECOMMENDATIONS UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL HEADERS AND BEAMS SHALL BE FREE FROM SPLITS, CHECKS, AND SHAKES. 3. CEILING JOISTS ARE DESIGNED FOR NO ATTIC STORAGE UNLESS NOTED OTHERWISE. 4. SPECIES: a. LOAD BEARING FRAME MEMBERS, EXCEPT PLATES: DOUGLAS FIR #2 OR BETTER. b. SOLE, TOP AND DOUBLE PLATES: SOUTHERN YELLOW PINE #2 OR BETTER. c. EXTERIOR DECK FRAMING: SOUTHERN YELLOW PINE #2 OR BETTER CCA .40 PRESSURE TREATED. d. EXTERIOR DECKING AND RAILINGS: PONDEROSA PINE #2 OR BETTER CCA .40 PRESSURE TREATED. 5. ROUGH HARDWARE: a. STEEL ITEMS: • COMPLY WITH GOVERNING CODES. • USE GALVANIZED AT EXTERIOR LOCATIONS. C. TRUSS LAYOUT IS SCHEMATIC ONLY. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN (INCLUDING SPACING) OF ALL TRUSSES. TRUSSES TO BE DESIGNED AND CERTIFIED BY AN ENGINEER LICENSED IN THE STATE OF IOWA. D. STAIR CONSTRUCTION SHALL CONSIST OF 3-2X12 STRINGERS, 3/4" THICK TREAD AND 1/2" THICK RISERS, UNLESS NOTED OTHERWISE. E. ALL WOOD PLATED BEARING ON CONCRETE OR MASONRY SHALL BE OF DECAY-RESISTANT MATERIAL AS REQ BY GOVERNING CODES. F. INTERIOR TRIM SHALL BE SELECTED BY BUILDER. G. ALL EXTERIOR FRAMING AND DECKING SHALL BE CONSTRUCTED OF DECAY-RESISTANT LUMBER CCA .40 OR EQUAL. 2. PROVIDE METAL CORNER BEAD AND TRIM AT ALL LOCATIONS SHOWN ON DRAWINGS AND AS RECOMMENDED BY GYPSUM WALLBOARD MANUFACTURER. 3. TAPE, FLOAT AND SAND JOINTS AND FASTENERS OF GYPSUM WALLBOARD WITH 3-COATS OF JOINT COMPOUND AS REQUIRED. B. FINISHES SHOWN ON DRAWINGS SHALL BE SPECIFIED BY BUILDER. IX SPECIALTIES A. FIREPLACES SHALL BE AS FOLLOWS: 1. GAS AND/OR ELECTRIC FIREPLACE MANUFACTURER AND MODEL SHALL BE SPECIFIED BY BUILDER. 2. PRE-MANUFACTURED GAS (NON-WOOD BURNING) UNITS OF THE STYLE AND SIZE SHOWN ON DRAWINGS. 3. SUB CONTRACTOR(S) SHALL BE RESPONSIBLE FOR PROPER INSULATION OF FIREPLACE UNIT, VENTING, HEARTH, MANTLE AND RELATED COMPONENTS AS RECOMMENDED BY MANUFACTURER AND AS REQUIRED BY GOVERNING CODES. B. SHOWER, TUB AND TUB/SHOWER ENCLOSURES SHALL BE CONSTRUCTED OF APPROVED SAFETY GLAZING AS SPECIFIED BY BUILDER. C. GUARDRAILS SHALL BE PROVIDED AS SHOWN ON DRAWINGS AND AT ENCLOSED FLOOR OPENINGS, OPEN SIDES OF STAIRWAYS, LANDINGS AND RAMPS, BALCONIES, PORCHES OR DECKS WHICH ARE MORE THAN 30 INCHES ABOVE GRADE OR FLOOR BELOW. THE TOP OF GUARDRAILS SHALL NOT BE LESS THAN 36 INCHES IN HEIGHT. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT SPHERE 4 INCHES IN DIAMETER CANNOT PASS THROUGH. X MECHANICAL A. GENERAL: 1. INFORMATION AND LAYOUTS SHOWN ON DRAWINGS ARE ONLY SCHEMATIC IN DESIGN, AND SHALL BE REVIEWED BY SUB CONTRACTORS, SUPPLIERS, AND BUILDING OFFICIALS FOR COMPLIANCE WITH GOVERNING CODES AND GOOD COMMON CONSTRUCTION PRACTICES. 2. EQUIPMENT AND FIXTURES SHALL BE SPECIFIED BY BUILDER. 3. DESIGN AND INSTALLATION OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE APPROPRIATE LICENSED CONTRACTORS. B. PLUMBING: 1. PLUMBING ROUGH-IN SHALL BE PROVIDED TO WASHER BOX FOR CLOTHES WASHER. 2. GAS LINES AND VALVES TO ALL GAS APPLIANCES AS SPECIFIED BY BUILDER. C. HEATING, VENTILATING & AIR CONDITIONING: 1. FURNACE: GAS, FORCED AIR AS SPECIFIED BY BUILDER. 2. ALL HVAC EQUIPMENT SHALL BE INDIVIDUALLY SWITCHED. 3. DRYER VENT SHALL EXHAUST TO EXTERIOR. 4. MECHANICAL EXHAUST VENTILATION WHERE INDICATED IN BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS SHALL EXHAUST TO EXTERIOR AND PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR. XI ELECTRICAL A. GENERAL: 1. INFORMATION AND LAYOUTS SHOWN ON DRAWINGS ARE ONLY SCHEMATIC IN DESIGN, AND SHALL BE REVIEWED BY SUB CONTRACTORS, SUPPLIERS AND BUILDING OFFICIALS FOR COMPLIANCE WITH GOVERNING CODES AND GOOD COMMON CONSTRUCTION PRACTICES. 2. EQUIPMENT AND FIXTURES SHALL BE SPECIFIED BY BUILDER. 3. DESIGN AND INSTALLATION OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE APPROPRIATE LICENSED CONTRACTORS. B. INSTALL GROUND-FAULT CIRCUIT-INTERRUPTERS (GFI OR GFCI) MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL OUTDOOR, BEDROOM(S), BATH AND GARAGE WALL RECEPTACLES SHALL BE PROVIDED WITH GROUND-FAULT CIRCUIT PROTECTION. C. INSTALL LOCALLY CERTIFIED SMOKE DETECTORS MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. SMOKE DETECTORS SHALL BE 110 VOLT POWERED, EQUIPPED WITH A BATTERY BACKUP AND SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALL WORK TO CONFORM TO 2018 IRC VI THERMAL & MOISTURE PROTECTION A. THERMAL BUILDING INSULATION AT ASSEMBLIES ADJACENT TO EXTERIOR OR UNHEATED SPACES MEETING THE REQUIREMENTS OF GOVERNING CODES AND, UNLESS OTHERWISE NOTES, MEETING THE FOLLOWING MINIMUM REQUIREMENTS: 1. FOUNDATION WALLS: a. BASEMENT: GLASS FIBER, VINYL FACED BLANKETS, R-15. UNLESS NOTED OTHERWISE ON PLANS. b. CRAWL SPACE: GLASS FIBER, UNFACED BLANKETS, R-15. UNLESS NOTED OTHERWISE ON PLANS. 2. EXTERIOR FRAME WALLS: a. 2X4: GLASS FIBER, BATTS, R-15. UNLESS NOTED OTHERWISE ON PLANS. b. 2X6: GLASS FIBER, BATTS, R-20 (MIN.). UNLESS NOTED OTHERWISE ON PLANS. 3. CEILINGS: a. ATTIC AREAS: GLASS FIBER, BLOWN, R-49. UNLESS NOTED OTHERWISE ON PLANS. b. VAULTED RAFTERS: GLASS FIBER, BATTS, R-49. UNLESS NOTED OTHERWISE ON PLANS. 4. FRAMED FLOORS OVER UNHEATED AREAS: GLASS FIBER BATTS, R-20 (MIN.). UNLESS NOTED OTHERWISE. B. INSTALL 4 MIL POLYETHYLENE VAPOR BARRIER TO INSIDE FACE OF STUDS AT ALL EXTERIOR WALLS EXCEPT BATHROOMS. UNLESS NOTED OTHERWISE ON PLANS. C. ROOFING SHALL BE SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. D. SIDING SHALL BE SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. E. FLASHING AND SHEET METAL REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING. IN ADDITION TO COMPLYING WITH GOVERNING CODES, COMPLY WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF "ARCHITECTURAL SHEET METAL MANUAL" PUBLISHED BY SMACNA. ALL IRON SHEET METAL FLASHING SHALL BE HOT-DIP GALVANIZED COMPLYING WITH ASTM A93. F. GUTTER AND DOWN SPOUTS AS SPECIFIED BY BUILDER. DOWN SPOUT AND SPLASH LOCATIONS SHALL BE DETERMINED BY SUB CONTRACTOR AND APPROVED BY BUILDER SO AS TO PROVIDE POSITIVE ROOF AND SITE DRAINAGE. G. ATTIC AND ROOF VENTILATION AS REQUIRED BY GOVERNING CODES AND AS SHOWN ON DRAWINGS. PROVIDE APPROPRIATE SOFFIT AND ROOF VENTS AS SPECIFIED/APPROVED BY BUILDER. H. FOUNDATION MOISTURE PROTECTION: 1. WATERPROOF FOUNDATION WALLS AS SPECIFIED AS BUILDER. 2. SUMP PIT AND PUMP AS SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. 3. PERFORATED FOUNDATION DRAIN TILE AS SPECIFIED BY BUILDER. VII DOORS & WINDOWS A. DOORS: 1. DOORS AS FOLLOWS AND AS SPECIFIED BY BUILDER: a. ENTRY DOORS AND SIDELIGHTS: AS SPECIFIED BY BUILDER. b. HOUSE/GARAGE DOORS: 20 MIN FIRE RATED INSULATED STEEL DOOR, FLUSH WITH CLOSER. c. OVERHEAD GARAGE DOORS: INSULATED, AS SPECIFIED BY BUILDER. d. PATIO DOORS (HINGED): FULL GLASS AS SPECIFIED BY BUILDER. e. SLIDING GLASS DOORS: AS SPECIFIED BY BUILDER. f. INTERIOR DOORS: AS SPECIFIED BY BUILDER. B. WINDOWS: 1. WINDOWS AS FOLLOWS AND AS SPECIFIED BY BUILDER: a. LIVING LEVELS (INCLUDING WALKOUT BASEMENT): POLYVINYL OR METAL CLAD. b. BASEMENT: ALUMINUM. 2. UNITS OF THE SIZE, STYLE AND QUANTITY SHOWN ON DRAWINGS. 3. GLAZING SHALL BE DOUBLE-PANE INSULATING GLASS IN LIVING AREAS. 4. TEMPERED GLASS IN ALL WINDOWS AS REQUIRED BY GOVERNING CODES. 5. INSTALL EMERGENCY EGRESS UNITS AS REQUIRED BY GOVERNING CODES. C. FINISH HARDWARE SHALL BE SPECIFIED BY BUILDER. INSTALL ALL HARDWARE REQUIRED BY GOVERNING CODES. VIII FINISHES A. GYPSUM PANELS: 1. GYPSUM PANELS, UNLESS OTHERWISE NOTED SHALL BE PROVIDED AS FOLLOWS: a. EXTERIOR WALLS: 1-LAYER 1/2" REGULAR PANELS TO INTERIOR FACE. b. INTERIOR PARTITIONS: 1-LAYER 1/2" REGULAR PANELS EACH SIDE. c. CEILING: 1-LAYER 5/8" REGULAR PANELS. d. GARAGE: PROVIDE 5/8" TYPE "X" PANELS AS REQUIRED BY CODE. e. SHOWERS: CONCRETE BOARD BEHIND TILE SHOWERS. SHEET LIST A0.0 COVER SHEET A1.1 BASEMENT - UNFINISHED A1.2 BASEMENT - FINISHED OPTION 1 A1.3 BASEMENT - FINISHED OPTION 2 A2.1 MAIN FLOOR A3.1 EXTERIOR ELEVATIONS A4.1 EXTERIOR VIEWS, AREA PLANS A5.1 ROOF PLAN, STAIR SECTION, FIREPLACE DETAIL D1 DETAILS D2 DETAILS D3 DETAILS E1 ELECTRICAL PLAN - BASEMENT - UNFINISHED E2 ELECTRICAL PLAN - BASEMENT - FINISHED OPT.1 - FINISHED OPT.2 E3 ELECTRICAL PLAN - MAIN FLOOR PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES COVER SHEET A0.0 12. 09. 24 AREA SCHEDULE - UNFINISHED BASEMENT MAIN FLOOR 1492 SF LIVING AREA TOTAL:1492 SF BASEMENT - FINISHED 34 SF BASEMENT - UNFINISHED 1458 SF GARAGE 454 SF OTHER AREA TOTAL:1946 SF BUILDING AREA TOTAL:3438 SF REVISION SCHEDULE NUMBER DATE COMMENTS AREA SCHEDULE - BASEMENT FINISH 1 MAIN FLOOR 1492 SF LIVING AREA TOTAL:1492 SF BASEMENT - FINISHED 825 SF BASEMENT - UNFINISHED 667 SF GARAGE 454 SF OTHER AREA TOTAL:1946 SF BUILDING AREA TOTAL:3438 SF AREA SCHEDULE - BASEMENT FINISH 2 MAIN FLOOR 1492 SF LIVING AREA TOTAL:1492 SF BASEMENT - FINISHED 969 SF BASEMENT - UNFINISHED 523 SF GARAGE 454 SF OTHER AREA TOTAL:1946 SF BUILDING AREA TOTAL:3438 SF 302 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. ENGINEERED LUMBER SHALL BE USED IN THE FOLLOWING WALLS: WALLS SUPPORTING VAULTED AND 2-STORY CEILINGS, WALLS CONTAINING POCKET DOORS, ANY TILED WALLS, & WALLS SUPPORTING BAR & KITCHEN CABINETS BUT NOT BATHROOM VANITIES. VERIFY ALL LOCATIONS W/ BUILDER. SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. 2 A5.1 UNEXCAVATED STOOP 11'-0"7'-0"21'-0" 22 ' - 8 " 30 ' - 4 " 53 ' - 0 " 1' - 0 " 4' - 0 " 48 ' - 0 " 53 ' - 0 " 39'-0" RUP14 BEAM (DROPPED) 26 6 8 FURNACE W.H. FD SUMP53 BEAM (DROPPED) 57 HEADER HEADER HEADER 57 57 4- 0 X 4 - 0 S L 4-0 X 4-0 SL4-0 X 4-0 SL 5454 54 BE A M ( F L U S H ) 12 61 61 18 (3'-0" MIN.) 3'-0" 3' - 0 " 13'-0" 39'-0" 2'-3"16'-6" M.O.2'-3" 13'-0"5'-0" 17 ' - 4 1 / 2 " 7' - 7 1 / 2 " 3' - 1 " 19 ' - 1 1 " 1'-4 1/2"3'-9 3/4" 8' - 0 5 / 8 " 3' - 9 7 / 8 " 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 11 ' - 8 " 11 ' - 0 " HE A D E R BEAM (FLUSH) 59 BASEMENT 8'-0" FOUNDATION WALLS 4" CONCRETE SLAB 26 6 8 15'-0"9'-0"15'-0" 19 ' - 1 1 " 3' - 9 1 / 2 " 6' - 7 1 / 2 " 1'-8 1/2" 4'-2" R.O.4'-2"2'-10" R.O. 11 1/2" 2'-8" R.O.1'-8"11'-9 1/2"9'-0 1/2" 16'-6"12'-9 1/2"9'-8 1/2" BATH STUB ONLY 57 13'-6"4'-6" 6' - 8 " 1'-4" UN F I N CR P T . UN F I N CR P T . PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES BASEMENT - UNFINISHED A1.1 12. 09. 24 DOOR SCHEDULE - UNFINISHED BASEMENT QTY DOOR SIZE COMMENTS BASEMENT 2 2668 T.O.FOUNDATION 1 16070 OHGD OVERHEAD GARAGE DOOR MAIN FLOOR 3 2868 2 2868 PKT POCKET DOOR 1 2068 1 2468 2 2668 1 1668 1 2868 INSUL w/CLOSER 20 MIN RATED W/CLOSER 2 5068 BP BI-PASS DOOR 1 6068 SGD SLIDING GLASS DOOR 1 3068 ENTRY WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES BASEMENT 3 4-0 X 4-0 SL 7'-6"MEETS EGRESS* VERIFY SILL HT MAIN FLOOR 3 5-0 X 5-0 SL 7'-11 1/2" MEETS EGRESS 2 2-6 X 5-0 FX 7'-11 1/2" FIXED ESTIMATED CONCRETE FLATWORK TYPE AREA VOLUME Floor: Basement 1378 SF 17.0 CY Floor: Front Porch 61 SF 1.4 CY Floor: Garage 420 SF 5.2 CY Floor: Rear Patio 100 SF 1.2 CY TOTAL:1959 SF 24.8 CY ESTIMATED MATERIAL TAKEOFFS - UNFINISHED BASEMENT MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"29 SF GYPSUM WALL BOARD - 5/8"1871 SF Floors FLOOR SHEATHING - 3/4"1447 SF Roofs ASPHALT SHINGLES 2812 SF EXTERIOR SHEATHING - 1/2"2803 SF ROOF UNDERLAYMENT 2785 SF Walls EXTERIOR SHEATHING - 1/2"2458 SF GYPSUM WALL BOARD - 1/2"6562 SF GYPSUM WALL BOARD - 5/8"597 SF HOUSE WRAP / VAPOR RETARDER 2468 SF ESTIMATED WOOD WALLS - UNFINISHED BASEMENT MATERIAL LINEAL FEET Exterior WOOD STUD - 2X4 252'-11" Interior WOOD STUD - 2X4 279'-8" WOOD STUD - 2X6 28'-9" KEYNOTE LEGEND NUMBER NOTE 12 CANTILEVERED WALL ABOVE 18 PATIO LINE ABOVE 53 PASSIVE RADON SYSTEM w/OUTLET IN ATTIC 54 EGRESS WINDOW SILL HEIGHT NOT TO EXCEED 44" AFF (MAX.) 57 2X4 BEARING WALL ON 16" X 8" CONTINUOUS CONCRETE FOOTING (TYP.) 59 STRUCTURAL POST ON CONCRETE PIER PAD. SIZED BY OTHERS 61 BEAM POCKET (TYP.) ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)3 19'-1" BEAM (FLUSH)2 13'-2 3/4" HEADER 7 42'-7 1/4" FLOORING SCHEDULE - UNFINISHED BASEMENT ROOM AREA FLOOR FINISH BASEMENT BASEMENT 1321 SF 4" CONCRETE SLAB STAIR LANDING 30 SF CRPT. MAIN FLOOR BATH.2 46 SF HARD BDRM.2 132 SF CRPT. BDRM.3 133 SF CRPT. DINETTE 103 SF HARD DROP 39 SF HARD ENTRY 157 SF HARD GARAGE 436 SF 4" CONCRETE SLAB GREAT RM.251 SF CRPT. KITCHEN 119 SF HARD LNDRY.35 SF HARD P.16 SF HARD P.BATH 74 SF HARD PATIO 101 SF 4" CONCRETE SLAB PRIMARY 184 SF CRPT. W.I.C.52 SF CRPT. ESTIMATED FOUNDATION WALL LENGTH WALL HEIGHT WALL LENGTH @ CENTERLINE 4'-0"64'-0" 8'-0"171'-4" ESTIMATED FOOTINGS TYPE APPROX AREA APPROX VOLUME PIER PAD - SIZED BY OTHERS 12 SF 0 CY RETAINING FOOTING - 16 x 8 316 SF 8 CY RETAINING FOOTING - 16 x 8 INTERIOR FOOTING 70 SF 3 CY TOTAL:398 SF 11 CY ESTIMATED FOOTING LENGTH TYPE LENGTH PIER PAD - SIZED BY OTHERS 3'-6" RETAINING FOOTING - 16 x 8 234'-4" RETAINING FOOTING - 16 x 8 INTERIOR FOOTING 54'-7 1/2" TOTAL:292'-5 1/2" 1/4" = 1'-0"1 BASEMENT UNFINISHED AREA SCHEDULE - UNFINISHED BASEMENT MAIN FLOOR 1492 SF LIVING AREA TOTAL:1492 SF BASEMENT - FINISHED 34 SF BASEMENT - UNFINISHED 1458 SF GARAGE 454 SF OTHER AREA TOTAL:1946 SF BUILDING AREA TOTAL:3438 SF 303 SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. ENGINEERED LUMBER SHALL BE USED IN THE FOLLOWING WALLS: WALLS SUPPORTING VAULTED AND 2-STORY CEILINGS, WALLS CONTAINING POCKET DOORS, ANY TILED WALLS, & WALLS SUPPORTING BAR & KITCHEN CABINETS BUT NOT BATHROOM VANITIES. VERIFY ALL LOCATIONS W/ BUILDER. 2 A5.1 UNEXCAVATED STOOP 11'-0"7'-0"21'-0" 22 ' - 8 " 30 ' - 4 " 53 ' - 0 " 1' - 0 " 4' - 0 " 48 ' - 0 " 53 ' - 0 " 39'-0" RUP14 BEAM (DROPPED) FURNACE W.H. FD SUMP53 BEAM (DROPPED) HEADER HEADER HEADER 4- 0 X 4 - 0 S L 4-0 X 4-0 SL4-0 X 4-0 SL 5454 54 BE A M ( F L U S H ) 12 61 61 18 (3'-0" MIN.) 3'-0" 3' - 0 " 13'-0" 39'-0" 2'-3"16'-6" M.O.2'-3" 13'-0"5'-0" CRPT HARD 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 11 ' - 8 " 11 ' - 0 " HE A D E R BEAM (FLUSH) 14'-1 1/2"9'-8 1/2" FAMILY 7-9 CLG. CRPT. BDRM.4 7-9 CLG. CRPT. W.I.C. 7-9 CLG. CRPT. BASEMENT 8'-0" FOUNDATION WALLS 4" CONCRETE SLAB 6'-6 1/2"8'-5 1/2"2'-9"6'-3"15'-0" 17 ' - 4 1 / 2 " 7' - 7 1 / 2 " 3' - 1 " 2' - 5 " 8' - 3 1 / 2 " 2' - 8 " 6' - 6 1 / 2 " 20 ' - 0 3 / 4 " 3' - 7 3 / 4 " 6' - 7 1 / 2 " 1'-4 1/2"3'-9 3/4" 7' - 4 5 / 8 " 11 ' - 2 1 / 2 " 6" 2668 2868 28 6 8 5068 BP 26 6 8 26 6 8 01 6'-6 1/2"11'-7 1/2"11'-9 1/2"9'-0 1/2" 13 ' - 4 1 / 2 " 2' - 3 " 4' - 3 1 / 2 " 3' - 9 1 / 2 " LINEN 48 V 23 4'-3 1/2"6'-11" 57 57 57 1'-8 1/2" 4'-2" R.O.8"3'-6"2'-10"2'-3 1/2"3'-0" 13'-6"4'-6" 59 6' - 8 " 1'-4" 8'-7 1/2" CR P T UN F I N CR P T UN F I N PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES BASEMENT - FINISHED OPTION 1 A1.2 12. 09. 24 WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES BASEMENT 3 4-0 X 4-0 SL 7'-6"MEETS EGRESS* VERIFY SILL HT MAIN FLOOR 3 5-0 X 5-0 SL 7'-11 1/2" MEETS EGRESS 2 2-6 X 5-0 FX 7'-11 1/2" FIXED ESTIMATED CONCRETE FLATWORK TYPE AREA VOLUME Floor: Basement 1378 SF 17.0 CY Floor: Front Porch 61 SF 1.4 CY Floor: Garage 420 SF 5.2 CY Floor: Rear Patio 100 SF 1.2 CY TOTAL:1959 SF 24.8 CY KEYNOTE LEGEND NUMBER NOTE 01 6-9 HD.HT. 12 CANTILEVERED WALL ABOVE 18 PATIO LINE ABOVE 23 TUB/SHOWER 53 PASSIVE RADON SYSTEM w/OUTLET IN ATTIC 54 EGRESS WINDOW SILL HEIGHT NOT TO EXCEED 44" AFF (MAX.) 57 2X4 BEARING WALL ON 16" X 8" CONTINUOUS CONCRETE FOOTING (TYP.) 59 STRUCTURAL POST ON CONCRETE PIER PAD. SIZED BY OTHERS 61 BEAM POCKET (TYP.) ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)3 19'-1" BEAM (FLUSH)2 13'-2 3/4" HEADER 7 42'-7 1/4" ESTIMATED FOUNDATION WALL LENGTH WALL HEIGHT WALL LENGTH @ CENTERLINE 4'-0"64'-0" 8'-0"171'-4" ESTIMATED FOOTINGS TYPE APPROX AREA APPROX VOLUME PIER PAD - SIZED BY OTHERS 12 SF 0 CY RETAINING FOOTING - 16 x 8 316 SF 8 CY RETAINING FOOTING - 16 x 8 INTERIOR FOOTING 70 SF 3 CY TOTAL:398 SF 11 CY ESTIMATED FOOTING LENGTH TYPE LENGTH PIER PAD - SIZED BY OTHERS 3'-6" RETAINING FOOTING - 16 x 8 234'-4" RETAINING FOOTING - 16 x 8 INTERIOR FOOTING 54'-7 1/2" TOTAL:292'-5 1/2" 1/4" = 1'-0"1 BASEMENT -FINISHED OPTION 1 ESTIMATED MATERIAL TAKEOFFS - BASEMENT FINISHED OPT. 1 MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"714 SF GYPSUM WALL BOARD - 5/8"1871 SF Floors FLOOR SHEATHING - 3/4"1447 SF Roofs ASPHALT SHINGLES 2812 SF EXTERIOR SHEATHING - 1/2"2803 SF ROOF UNDERLAYMENT 2785 SF Walls EXTERIOR SHEATHING - 1/2"2458 SF GYPSUM WALL BOARD - 1/2"7466 SF GYPSUM WALL BOARD - 5/8"597 SF HOUSE WRAP / VAPOR RETARDER 2468 SF FLOORING SCHEDULE - BASEMENT FINISHED OPT. 1 ROOM AREA FLOOR FINISH BASEMENT BASEMENT 1097 SF 4" CONCRETE SLAB BATH.3 57 SF HARD BDRM.4 135 SF CRPT. W.I.C.30 SF CRPT. MAIN FLOOR BATH.2 46 SF HARD BDRM.2 132 SF CRPT. BDRM.3 133 SF CRPT. DINETTE 103 SF HARD DROP 39 SF HARD ENTRY 157 SF HARD GARAGE 436 SF 4" CONCRETE SLAB GREAT RM.251 SF CRPT. KITCHEN 119 SF HARD LNDRY.35 SF HARD P.16 SF HARD P.BATH 74 SF HARD PATIO 101 SF 4" CONCRETE SLAB PRIMARY 184 SF CRPT. W.I.C.52 SF CRPT. ESTIMATED WOOD WALLS - BASEMENT FINISHED OPT. 1 MATERIAL LINEAL FEET Exterior WOOD STUD - 2X4 252'-11" Interior WOOD STUD - 2X4 390'-10" WOOD STUD - 2X6 28'-9" DOOR SCHEDULE - BASEMENT FINISHED OPT. 1 QTY DOOR SIZE COMMENTS BASEMENT 2 2868 3 2668 1 5068 BP BI-PASS DOOR T.O.FOUNDATION 1 16070 OHGD OVERHEAD GARAGE DOOR MAIN FLOOR 3 2868 2 2868 PKT POCKET DOOR 1 2068 1 2468 2 2668 1 1668 1 2868 INSUL w/CLOSER 20 MIN RATED W/CLOSER 2 5068 BP BI-PASS DOOR 1 6068 SGD SLIDING GLASS DOOR 1 3068 ENTRY AREA SCHEDULE - BASEMENT FINISH 1 MAIN FLOOR 1492 SF LIVING AREA TOTAL:1492 SF BASEMENT - FINISHED 825 SF BASEMENT - UNFINISHED 667 SF GARAGE 454 SF OTHER AREA TOTAL:1946 SF BUILDING AREA TOTAL:3438 SF 304 UNEXCAVATED STOOP 11'-0"7'-0"21'-0" 22 ' - 8 " 30 ' - 4 " 53 ' - 0 " 1' - 0 " 4' - 0 " 48 ' - 0 " 53 ' - 0 " 39'-0" RUP 14 BEAM (DROPPED) FURNACE W.H. FD SUMP53 BEAM (DROPPED) HEADER HEADER HEADER 4- 0 X 4 - 0 S L 4-0 X 4-0 SL4-0 X 4-0 SL 5454 542 A5.1 BE A M ( F L U S H ) 12 61 61 18 (3'-0" MIN.) 3'-0" 3' - 0 " 13'-0" 39'-0" 2'-3"16'-6" M.O.2'-3" 13'-0"5'-0" CRPT HARD 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 11 ' - 8 " 11 ' - 0 " HE A D E R BEAM (FLUSH) BDRM.5 7-9 CLG. CRPT. FAMILY 7-9 CLG. CRPT. BDRM.4 7-9 CLG. CRPT. W.I.C. 7-9 CLG. CRPT. BASEMENT 8'-0" FOUNDATION WALLS 4" CONCRETE SLAB LINEN 48 V R/S R/S 57 57 57 17 ' - 4 1 / 2 " 7' - 7 1 / 2 " 3' - 1 " 2' - 5 " 8' - 3 1 / 2 " 2' - 8 " 6' - 6 1 / 2 " 13 ' - 4 1 / 2 " 2' - 3 " 4' - 3 1 / 2 " 3' - 9 1 / 2 " 4'-3 1/2"6'-11" 7' - 4 5 / 8 " 1'-4 1/2"3'-9 3/4" 11 ' - 2 1 / 2 " 2668 28 6 8 28685068 BP 4068 BP 6'-8"16'-1"9'-8 1/2" 6'-6 1/2"8'-5 1/2"2'-9"6'-3"15'-0" 20 ' - 0 3 / 4 " 3' - 7 3 / 4 " 6' - 7 1 / 2 " 57 23 01 13'-6"5'-2" 4'-11 1/2"11'-9 1/2"9'-0 1/2" 59 28 6 8 26 6 8 6' - 8 " 1'-4" CR P T UN F I N CR P T UN F I N 6" 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. ENGINEERED LUMBER SHALL BE USED IN THE FOLLOWING WALLS: WALLS SUPPORTING VAULTED AND 2-STORY CEILINGS, WALLS CONTAINING POCKET DOORS, ANY TILED WALLS, & WALLS SUPPORTING BAR & KITCHEN CABINETS BUT NOT BATHROOM VANITIES. VERIFY ALL LOCATIONS W/ BUILDER. SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. 1/4" = 1'-0"1 BASEMENT -FINISHED OPTION 2 PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES BASEMENT - FINISHED OPTION 2 A1.3 12. 09. 24 WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES BASEMENT 3 4-0 X 4-0 SL 7'-6"MEETS EGRESS* VERIFY SILL HT MAIN FLOOR 3 5-0 X 5-0 SL 7'-11 1/2" MEETS EGRESS 2 2-6 X 5-0 FX 7'-11 1/2" FIXED ESTIMATED CONCRETE FLATWORK TYPE AREA VOLUME Floor: Basement 1378 SF 17.0 CY Floor: Front Porch 61 SF 1.4 CY Floor: Garage 420 SF 5.2 CY Floor: Rear Patio 100 SF 1.2 CY TOTAL:1959 SF 24.8 CY KEYNOTE LEGEND NUMBER NOTE 01 6-9 HD.HT. 12 CANTILEVERED WALL ABOVE 18 PATIO LINE ABOVE 23 TUB/SHOWER 53 PASSIVE RADON SYSTEM w/OUTLET IN ATTIC 54 EGRESS WINDOW SILL HEIGHT NOT TO EXCEED 44" AFF (MAX.) 57 2X4 BEARING WALL ON 16" X 8" CONTINUOUS CONCRETE FOOTING (TYP.) 59 STRUCTURAL POST ON CONCRETE PIER PAD. SIZED BY OTHERS 61 BEAM POCKET (TYP.) ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)3 19'-1" BEAM (FLUSH)2 13'-2 3/4" HEADER 7 42'-7 1/4" ESTIMATED FOUNDATION WALL LENGTH WALL HEIGHT WALL LENGTH @ CENTERLINE 4'-0"64'-0" 8'-0"171'-4" ESTIMATED FOOTINGS TYPE APPROX AREA APPROX VOLUME PIER PAD - SIZED BY OTHERS 12 SF 0 CY RETAINING FOOTING - 16 x 8 316 SF 8 CY RETAINING FOOTING - 16 x 8 INTERIOR FOOTING 70 SF 3 CY TOTAL:398 SF 11 CY ESTIMATED FOOTING LENGTH TYPE LENGTH PIER PAD - SIZED BY OTHERS 3'-6" RETAINING FOOTING - 16 x 8 234'-4" RETAINING FOOTING - 16 x 8 INTERIOR FOOTING 54'-7 1/2" TOTAL:292'-5 1/2" ESTIMATED MATERIAL TAKEOFFS - BASEMENT FINISHED OPT. 2 MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"859 SF GYPSUM WALL BOARD - 5/8"1871 SF Floors FLOOR SHEATHING - 3/4"1447 SF Roofs ASPHALT SHINGLES 2812 SF EXTERIOR SHEATHING - 1/2"2803 SF ROOF UNDERLAYMENT 2785 SF Walls EXTERIOR SHEATHING - 1/2"2458 SF GYPSUM WALL BOARD - 1/2"7666 SF GYPSUM WALL BOARD - 5/8"597 SF HOUSE WRAP / VAPOR RETARDER 2468 SF FLOORING SCHEDULE - BASEMENT FINISHED OPT. 2 ROOM AREA FLOOR FINISH BASEMENT BASEMENT 467 SF 4" CONCRETE SLAB BATH.3 57 SF HARD BDRM.4 135 SF CRPT. BDRM.5 140 SF CRPT. FAMILY 478 SF CRPT. W.I.C.30 SF CRPT. MAIN FLOOR BATH.2 46 SF HARD BDRM.2 132 SF CRPT. BDRM.3 133 SF CRPT. DINETTE 103 SF HARD DROP 39 SF HARD ENTRY 157 SF HARD GARAGE 436 SF 4" CONCRETE SLAB GREAT RM.251 SF CRPT. KITCHEN 119 SF HARD LNDRY.35 SF HARD P.16 SF HARD P.BATH 74 SF HARD PATIO 101 SF 4" CONCRETE SLAB PRIMARY 184 SF CRPT. W.I.C.52 SF CRPT. ESTIMATED WOOD WALLS - BASEMENT FINISHED OPT. 2 MATERIAL LINEAL FEET Exterior WOOD STUD - 2X4 252'-11" Interior WOOD STUD - 2X4 415'-0" WOOD STUD - 2X6 28'-9" DOOR SCHEDULE - BASEMENT FINISHED OPT. 2 QTY DOOR SIZE COMMENTS BASEMENT 3 2868 3 2668 1 5068 BP BI-PASS DOOR 1 4068 BP BI-PASS DOOR T.O.FOUNDATION 1 16070 OHGD OVERHEAD GARAGE DOOR MAIN FLOOR 3 2868 2 2868 PKT POCKET DOOR 1 2068 1 2468 2 2668 1 1668 1 2868 INSUL w/CLOSER 20 MIN RATED W/CLOSER 2 5068 BP BI-PASS DOOR 1 6068 SGD SLIDING GLASS DOOR 1 3068 ENTRY AREA SCHEDULE - BASEMENT FINISH 2 MAIN FLOOR 1492 SF LIVING AREA TOTAL:1492 SF BASEMENT - FINISHED 969 SF BASEMENT - UNFINISHED 523 SF GARAGE 454 SF OTHER AREA TOTAL:1946 SF BUILDING AREA TOTAL:3438 SF 305 5/8" TYPE "X" GYP.BD. REQUIRED ON GARAGE CEILING AND ON ALL GARAGE/HOUSE COMMON WALLS OHGD IN OPEN POSITION 22" X 30" ATTIC ACCESS 5-0 X 5-0 SL (7'-11 1/2" HD HT) 16070 OHGD 30 6 8 E N T R Y R/ S 50 6 8 B P 28 6 8 36V 2668 28 6 8 50 6 8 B P R/ S R/ S 2068 28 6 8 I N S U L w/ C L O S E R 28 6 8 P K T W/D45 BENCH RDN14 R/S 05 05 23 5- 0 X 5 - 0 S L (7 ' - 1 1 1 / 2 " H D H T ) 2868 PKT 1668 LI N E N 29 36 V 36 V 26 6 8 28 6 8 5-0 X 5-0 SL (7'-11 1/2" HD HT) 2-6 X 5-0 FX (7'-11 1/2" HD HT) 2-6 X 5-0 FX (7'-11 1/2" HD HT)6068 SGD RE F SINK w/DISPDW SHELVES DINETTE 9-0 CLG. HARD GREAT RM. 9-0 CLG. CRPT. PRIMARY 9-0 CLG. CRPT. KITCHEN 9-0 CLG. (DESIGN BY OTHERS) HARD P. 9-0 CLG. HARD BDRM.2 9-0 CLG. CRPT. BDRM.3 9-0 CLG. CRPT. GARAGE 4" CONCRETE SLAB ENTRY 9-0 CLG. HARD DROP 9-0 CLG. HARD LNDRY. 9-0 CLG. HARD W.I.C. 9-0 CLG. CRPT. 4' - 0 " 3' - 0 " 10 ' - 6 " HEADER HEADER 43 39'-0" 53 ' - 0 " 11'-0"7'-0"21'-0" 39'-0" 6' - 4 " 11 ' - 4 " 1' - 0 " 4' - 0 " 48 ' - 0 " 53 ' - 0 " HEADER RO O F T R U S S E S 24 " O . C . A B O V E ROOF TRUSSES 24" O.C. ABOVE 2 A5.1 79 PATIO 10'-0" X 10'-0" 4" CONCRETE SLAB 2X6 PLUMBING WALL TYP. 10" 6'-6"3'-9"2'-9" 13'-0"5'-0" 10'-6"10'-6" 22 ' - 3 1 / 2 " 7' - 0 " 2' - 5 1 / 2 " 6' - 5 1 / 2 " 14 ' - 9 1 / 2 " 11 ' - 5 1 / 2 " 7" 5' - 4 " 5' - 4 1 / 4 " 5' - 7 3 / 4 " 4' - 7 " 15 ' - 0 1 / 2 " 5'-0"8'-8"2'-0"5'-8 1/2"2'-3 1/2"2'-0"6'-8"6'-8" 2'-2"2'-5" 2' - 5 " 2' - 2 " 3'-6"6'-0" 37 4'-7 1/2"5'-7 1/2"2'-4 5/8" 7' - 2 1 / 2 " 4' - 3 1 / 2 " 2'-5"4'-1 1/2"5'-9 1/2"8'-7 1/2" 8' - 1 1 1 / 2 " 3' - 3 1 / 2 " 5 " 3 ' - 1 1 / 2 " 2 ' - 2 " 3' - 9 1 / 2 " 2'-8 1/2"6'-2"3'-9 1/8" 5' - 1 1 / 2 " 1' - 2 " 3' - 4 " 1 ' - 5 " 4' - 3 1 / 2 " 6' - 8 1 / 2 " 6'-3 1/2" 2'-4" 2X6 WALL 4'-0"9'-4" 1'-6 5/8"2'-9 3/4" 6"7'-6 1/2" 2' - 0 " RANGE/MICRO CRPT HARD CRPT HARD 44 BEAM (DROPPED) 2468 05 14 ' - 9 1 / 2 " 11 1 / 2 " 3' - 6 " 11 1 / 2 " 7'-6 1/2"4'-0" 2'-6"2'-6" ROOF TRUSSES 24" O.C. ABOVE 5' - 3 1 / 2 " 3' - 7 1 / 2 " 2X 6 W A L L CRPTHARD 8" OPTIONAL CR P T HA R D CR P T HA R D CR P T HA R D WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. ENGINEERED LUMBER SHALL BE USED IN THE FOLLOWING WALLS: WALLS SUPPORTING VAULTED AND 2-STORY CEILINGS, WALLS CONTAINING POCKET DOORS, ANY TILED WALLS, & WALLS SUPPORTING BAR & KITCHEN CABINETS BUT NOT BATHROOM VANITIES. VERIFY ALL LOCATIONS W/ BUILDER. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. 1/4" = 1'-0"1 MAIN FLOOR PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES MAIN FLOOR A2.1 12. 09. 24 DOOR SCHEDULE - UNFINISHED BASEMENT QTY DOOR SIZE COMMENTS BASEMENT 2 2668 T.O.FOUNDATION 1 16070 OHGD OVERHEAD GARAGE DOOR MAIN FLOOR 3 2868 2 2868 PKT POCKET DOOR 1 2068 1 2468 2 2668 1 1668 1 2868 INSUL w/CLOSER 20 MIN RATED W/CLOSER 2 5068 BP BI-PASS DOOR 1 6068 SGD SLIDING GLASS DOOR 1 3068 ENTRY WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES BASEMENT 3 4-0 X 4-0 SL 7'-6"MEETS EGRESS* VERIFY SILL HT MAIN FLOOR 3 5-0 X 5-0 SL 7'-11 1/2" MEETS EGRESS 2 2-6 X 5-0 FX 7'-11 1/2" FIXED ESTIMATED CONCRETE FLATWORK TYPE AREA VOLUME Floor: Basement 1378 SF 17.0 CY Floor: Front Porch 61 SF 1.4 CY Floor: Garage 420 SF 5.2 CY Floor: Rear Patio 100 SF 1.2 CY TOTAL:1959 SF 24.8 CY ESTIMATED MATERIAL TAKEOFFS - UNFINISHED BASEMENT MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"29 SF GYPSUM WALL BOARD - 5/8"1871 SF Floors FLOOR SHEATHING - 3/4"1447 SF Roofs ASPHALT SHINGLES 2812 SF EXTERIOR SHEATHING - 1/2"2803 SF ROOF UNDERLAYMENT 2785 SF Walls EXTERIOR SHEATHING - 1/2"2458 SF GYPSUM WALL BOARD - 1/2"6562 SF GYPSUM WALL BOARD - 5/8"597 SF HOUSE WRAP / VAPOR RETARDER 2468 SF ESTIMATED WOOD WALLS - UNFINISHED BASEMENT MATERIAL LINEAL FEET Exterior WOOD STUD - 2X4 252'-11" Interior WOOD STUD - 2X4 279'-8" WOOD STUD - 2X6 28'-9" KEYNOTE LEGEND NUMBER NOTE 05 8-0 HD.HT. 23 TUB/SHOWER 29 36" X 60" FIBERGLASS SHOWER 37 FLUSH ISLAND 43 ELECTRIC DIRECT VENT FIREPLACE - VERIFY MODEL AND R.O. PER BUILDER. LOCATION PER BUILDER 44 LOW WALL w/WOOD CAP +38" AFF 45 WASHER TO BE ON LEFT SIDE OF DRYER WHEN FACING APPLIANCES 79 FRAME WALL TO GARAGE SLAB ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)3 19'-1" BEAM (FLUSH)2 13'-2 3/4" HEADER 7 42'-7 1/4" FLOORING SCHEDULE - UNFINISHED BASEMENT ROOM AREA FLOOR FINISH BASEMENT BASEMENT 1321 SF 4" CONCRETE SLAB STAIR LANDING 30 SF CRPT. MAIN FLOOR BATH.2 46 SF HARD BDRM.2 132 SF CRPT. BDRM.3 133 SF CRPT. DINETTE 103 SF HARD DROP 39 SF HARD ENTRY 157 SF HARD GARAGE 436 SF 4" CONCRETE SLAB GREAT RM.251 SF CRPT. KITCHEN 119 SF HARD LNDRY.35 SF HARD P.16 SF HARD P.BATH 74 SF HARD PATIO 101 SF 4" CONCRETE SLAB PRIMARY 184 SF CRPT. W.I.C.52 SF CRPT. ESTIMATED FOUNDATION WALL LENGTH WALL HEIGHT WALL LENGTH @ CENTERLINE 4'-0"64'-0" 8'-0"171'-4" ESTIMATED FOOTINGS TYPE APPROX AREA APPROX VOLUME PIER PAD - SIZED BY OTHERS 12 SF 0 CY RETAINING FOOTING - 16 x 8 316 SF 8 CY RETAINING FOOTING - 16 x 8 INTERIOR FOOTING 70 SF 3 CY TOTAL:398 SF 11 CY ESTIMATED FOOTING LENGTH TYPE LENGTH PIER PAD - SIZED BY OTHERS 3'-6" RETAINING FOOTING - 16 x 8 234'-4" RETAINING FOOTING - 16 x 8 INTERIOR FOOTING 54'-7 1/2" TOTAL:292'-5 1/2" AREA SCHEDULE - UNFINISHED BASEMENT MAIN FLOOR 1492 SF LIVING AREA TOTAL:1492 SF BASEMENT - FINISHED 34 SF BASEMENT - UNFINISHED 1458 SF GARAGE 454 SF OTHER AREA TOTAL:1946 SF BUILDING AREA TOTAL:3438 SF 306 MAIN FLOOR MAIN FLOOR T.O.FOUNDATIONT.O.FOUNDATION MAIN PLATE MAIN PLATE 9' - 1 1 / 8 " 9' - 1 1 / 8 " 7 12 7' - 1 1 1 / 2 " STONE VENEER w/ CUT STONE CAP VINYL LINEAL CORNER TRIM VINYL WINDOW/DOOR TRIM (FRONT ELEVATION ONLY) VINYL LAP SIDING VINYL FRIEZE TRIM 2X6 FASCIA w/METAL WRAP ASPHALT SHINGLES PROVIDE METAL FLASHING AS REQUIRED 2X8 BAND BOARD w/METAL WRAPWALL SHEATHING ON ALL ELEVATIONS SHALL BE 1/2" O.S.B., U.N.O. VERIFY ALL EXTERIOR DOOR STYLES PER BUILDER WINDOWS SO NOTED MEET OR EXCEED APPLICABLE EGRESS REQUIREMENTS MAIN FLOORMAIN FLOOR T.O.FOUNDATIONT.O.FOUNDATION MAIN PLATEMAIN PLATE 9' - 1 1 / 8 " 5 12 9' - 1 1 / 8 " 7' - 1 1 1 / 2 " MAIN FLOORMAIN FLOOR T.O.FOUNDATIONT.O.FOUNDATION MAIN PLATEMAIN PLATE 9' - 1 1 / 8 " 9' - 1 1 / 8 " 5 12 MAIN FLOORMAIN FLOOR T.O.FOUNDATIONT.O.FOUNDATION MAIN PLATEMAIN PLATE 9' - 1 1 / 8 " 9' - 1 1 / 8 " 7' - 1 1 1 / 2 " 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. WALL SHEATHING ON ALL ELEVATIONS SHALL BE EXTERIOR GRADE 1/2" OSB, UNO. VERIFY ALL EXTERIOR DOOR STYLES WITH BUILDER. GUTTERS AND DOWNSPOUTS NOT SHOWN FOR CLARITY. ALL WINDOW HEAD HEIGHTS ARE 7' - 11 1/2", UNO. WINDOWS SO NOTED MEET OR EXCEED APPLICABLE EGRESS REQUIREMENTS. 1/4" = 1'-0"1 FRONT ELEVATION 1/8" = 1'-0"2 RIGHT ELEVATION 1/8" = 1'-0"3 LEFT ELEVATION 1/8" = 1'-0"4 REAR ELEVATION ESTIMATED MATERIALS MATERIAL TYPE MATERIAL SF MATERIAL % MATERIAL ELEVATION Lap Siding - 6"1863 SF 100.0% Lap Siding - 6"574 SF 93.9%Front Stone Veneer 37 SF 6.1%Front PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES EXTERIOR ELEVATIONS A3.1 12. 09. 24 307 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. 1458 SF BASEMENT -UNFINISHED34 SF BASEMENT -FINISHED 1492 SF MAIN FLOOR 454 SF GARAGE 825 SF BASEMENT -FINISHED 667 SF BASEMENT -UNFINISHED 969 SF BASEMENT -FINISHED 523 SF BASEMENT -UNFINISHED PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES EXTERIOR VIEWS, AREA PLANS A4.1 12. 09. 24 1 BASEMENT 4 MAIN FLOOR2BASEMENT -FINISHED OPT 1 3 BASEMENT -FINISHED OPT 2 308 5: 1 2 5: 1 2 5: 1 2 (TYP. U.N.O.) 1'-0" RAKE (T Y P . U . N . O . ) 2' - 0 " E A V E 5: 1 2 7:12 11 ' - 0 " 4'-0"17'-0"4'-0" ROOF VENT-PROVIDE 10"X10" CLEAR OPENING TO ATTIC SPACE (TYP.) 7:12 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. PROVIDE SELF-ADHERING POLYMER MODIFIED BITUMEN ICE MAT FROM EDGE OF EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE. ROOF GUTTERS AND DOWNSPOUTS ARE CONCEPTUAL ONLY - VERIFY LOCATIONS PER BLDR. VERIFY ROOF VENT TYPES BY BUILDER. ROOFING CONTR RESPONSIBLE FOR ADEQUATE VENTILATION PER CODE. FINAL ROOF DESIGN BY TRUSS MFGR. GIRDER TRUSS, SUPPORTS AND POINT LOADS PROVIDED BY TRUSS MFGR. ADJUST HEEL HEIGHTS AS REQUIRED TO MAINTAIN CONSISTENT EAVE OVERHANGS. EAVE AND RAKE OVERHANGS NOTED ARE FINISHED DIMENSIONS. ASPHALT SHINGLES SHALL BE USED ONLY ON ROOFS SLOPED 2:12 OR GREATER PER IRC R 905.2.2, VERIFY MANUFACTURERS REQUIREMENTS BEFORE INSTALLATION. MEMBRANE ROOFING SHALL BE USED ON ROOFS SLOPED LESS THAN 2:12 PER IRC R 905.2.2. ROOFS SLOPED 2:12 TO 4:12 REQUIRE A DOUBLE LAYER OF UNDERLAYMENT PER IRC R905.1.1. A 19" STRIP IS APPLIED AT AND PARALLEL TO THE EAVE EDGE. THEN STARTING AT THE EAVE EDGE APPLY 36" SHEETS OF UNDERLAYMENT OVERLAPPING THE PERVIOUS SHEET BY 19". END LAPS SHALL BE 4" AND OFFSET BY 6'-0" PER IBC R905.1.1 MIN. TREAD DEPTH: 10" MAX. RISER HEIGHT: 7 3/4" MIN. HEADROOM: 6'-8" MAX. VARIANCE: 3/8" HANDRAIL HEIGHTS: 34" TO 38" HANDRAILS MAY ENCROACH WIDTH OF STAIRS BY 4 1/2" MAX HANDRAILS MAX CROSS SECTION = 2 5/8" HANDRAILS REQ'D ALONG STAIRS W/ 2 OR MORE TREADS SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. MAIN FLOOR BASEMENT 14 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . C L E A R ) = 8 ' - 1 0 1 / 8 " 6' - 8 " ( M I N . C L E A R H D . H T . ) 3' - 2 " ( M A X . ) 2' - 1 0 " ( M I N . ) HANDRAIL BEHIND LOW WALL w/WOOD CAP +38" AFF TO P O F W A L L F R A M I N G 3' - 2 " 1" NOSING 13 EQUAL TREADS (@ 10" MIN. CLEAR) = 10'-10" 1/2" OSB RISER (TYP.) 3/4" OSB TREAD (TYP.) 2X12 STRINGER (3, THUS TYP.) CONT. 2X4 SPACER BETWEEN OUTSIDE STRINGERS AND ADJOINING WALLS (TYP.) 2X P.T. THRUST BLOCK (ANCHOR TO SLAB 10" 7 9 / 1 6 " ELECTRIC FIREPLACE ROUGH OPENING 47"x21 3/8". GAS FIREPLACE ROUGH OPENING 42"x36". FRAMER TO VERIFY TYPE & R.O. PER BUILDER ELECTRIC FIREPLACE GYP. BD. +0" WOOD MANTEL GYP. BD. +8" +12" ELECTRIC FIREPLACE MODEL MFE5048 GYP. BD. +8" +12" WOOD HEARTH 6'-6" 1' - 0 " 4 " 2' - 8 " 4" 4' - 4 " 6'-6" 8" 4 " 3'-10 7/8" 6 1 / 8 " 5 7/8" 1/4" 1' - 9 3 / 8 " 1' - 0 " 4'-2 3/8" 3'-9 1/4" 1/8" = 1'-0"1 ROOF PLAN ESTIMATED ROOF VENTS ATTIC ZONE AREA NUMBER OF ROOF VENTS - 50 NFA REQUIRED RIDGE VENTING (FEET) - 11 NFA ATTIC AREA 1950 SF 10 43' VERIFY ROOF VENT TYPES BY BUILDER. ROOFING CONTR. RESPONSIBLE FOR ADEQUATE VENTILATION PER CODE. PROVIDE 10"X10" CLEAR OPENING TO ATTIC SPACE FOR BOX VENTS. PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES ROOF PLAN, STAIR SECTION, FIREPLACE DETAIL A5.1 12. 09. 24 1/2" = 1'-0"2 STAIR SECTION 1/2" = 1'-0"3 OPTIONAL FIREPLACE DETAIL 309 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. EXTERIOR WALL SHEATHING GABLE END TRUSS/RAFTER OR GABLE END FRAMING VERIFY W/ ELEV. 5" VINYL SIDING INSTALLED PER MFR. SEE ELEVATION FOR TYPE 6 1 / 2 " EXTERIOR WALL SHEATHING 2-2X6 W/ 2x BLOCKING WRAPPED W/ METAL COIL STOCK & METAL FLASHING FOR A WATER TIGHT APPLICATION EXTERIOR FLASHING TAPE AS REQ o/ FLASHING DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. EXTERIOR FLASHING TAPE AS REQ o/ FLASHING ALUMINUM SOFFIT SIDING o/ WALL SHEATHING GABLE END TRUSS/RAFTER OR GABLE END FRAMING ROOF SHEATHING 2x BLOCKING, 24"o.c. TYPICAL RAKE OVERHANG (VERIFY w/ ROOF PLAN) 2x FASCIA WITH METAL WRAP (VERIFY PER EXTERIOR ELEVATION) VINYL LINEAL TRIM OR APPROVED EQUAL (FRONT ELEVATION ONLY, U.N.O.) VARIES DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. VINYL CORNER POST (5" AT FRONT ELEVATION, U.N.O.) (3 1/2" AT SIDE & REAR ELEVATIONS, U.N.O.) SIDING TRIM PER SIDING MFR. WHERE OCCURIING (SEE PLAN) TRIMMER & STUD AT WINDOW EXTERIOR WALL SHEATHING VINYL SIDING WALL INSULATION PER CODE NOTE #1B 2x4 STUD DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. (VERIFY w/ ROOF PLAN) EXTERIOR WALL SHEATHING ATTIC INSULATION PER CODE ROOF SHEATHING METAL DRIP EDGE ALUMINUM VINYL SOFFIT (VENTED) VENTILATION BAFFLE EACH TRUSS BAY (MAINTAIN 1" AIR SPACE MIN.) SIDING-SEE ELEV. 2X FASCIA WITH METAL WRAP (VERIFY PER EXT. ELEVATION) TYPICAL EAVE OVERHANG VARIES DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. (VERIFY w/ ROOF PLAN) EXTERIOR WALL SHEATHING ATTIC INSULATION PER CODE ROOF SHEATHING METAL DRIP EDGE ALUMINUM VINYL SOFFIT VENTILATION BAFFLE EACH TRUSS BAY (MAINTAIN 1" AIR SPACE MIN.) SIDING-SEE ELEV. DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. 2X FASCIA WITH METAL WRAP (VERIFY PER EXT. ELEVATION) TYPICAL EAVE OVERHANG VARIES TYP. GABLE END TRUSS/RAFTER OR GABLE END FRAMING 2x4 TOP PLATE 2x4 SPACER CONTINUOUS 2-2x10 HEADER* 2-2x12 HEADER* C 2-LVL HEADER* B A 2x10 2x4 DOUBLE PLATE 2x4 TOP PLATE 2x12 7/16" O.S.B. FLITCH PLATE FULL HEIGHT & WIDTH CONTINUOUS 2x4 DOUBLE PLATE 2x4 TOP PLATE 2x4 DOUBLE PLATE LVL SIZED PER PLAN *SEE PLAN FOR HEADER LENGTH ADD BLOCKING BETWEEN HEADER AND WALL PLATES AS REQUIRED TO MAINTAIN HEADER HEIGHTS AS NOTED ON PLANS ADDITIONAL PLIES REQUIRED FOR THICKER WALLS WILL BE NOTED ON PLANS 7/16" O.S.B. FLITCH PLATE FULL HEIGHT & WIDTH CONTINUOUS MAIN FLOOR MAIN FLOOR PLATE UPPER FLOOR NOTE #1F NOTE #1A CEILING INSULATION WALL INSULATION VERIFY FLOOR JOIST W/ PLAN NOTE #1C 4 MIL SIDING OVER TYVEK HOUSEWRAP OR EQ. INFILTRATION BARRIER 2x TREATED SILL PLATE OVER SILL SEALER GRADE - SLOPE AWAY FROM FOUNDATION 1/2"∅ x 12" ANCHOR BOLTS, 6'-0"o.c. OR SIMPSON MA6 ANCHOR STRAPS, 32"o.c. CONCRETE FOUNDATION WALL 1-#4 HORIZONTAL, CONTINUOUS TOP, MIDDLE & BOTTOM, TYPICAL TOP OF FOUNDATION UPPER FLOOR PLATE TOP OF FOOTING NOTE #1F CONCRETE FLOOR NOTE #1E EXTERIOR WALL SHEATHING NOTE #1B SEE ELEVATION FOR ADDITIONAL INFORMATION DOWELS - FOUNDATION INSULATION#4 x 2'-0", 6'-0"o.c. RIM JOIST RIM JOIST PERFORATED FOOTING FORM PAINTED ABOVE GRADE 8" TYP. 6" M I N . PERFORATED FTG FORM CONTINUOUS CONCRETE FOOTING w/ 2 # 4 RE-BARS HORIZONTAL CONTINUOUSTYPICAL 1'-4" DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. SE E P L A N 8" SE E P L A N MI N H E E L H T SE E P L A N PROVIDE SELF-ADHERING POLYMER MODIFIED BITUMEN ICE MAT FROM EDGE OF EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE. MAIN FLOOR MAIN FLOOR PLATE NOTE #1A CEILING INSULATION NOTE #1C 4 MIL SIDING OVER TYVEK HOUSEWRAP OR EQ. INFILTRATION BARRIER 2x TREATED SILL PLATE OVER SILL SEALER GRADE - SLOPE AWAY FROM FOUNDATION 1/2"∅ x 12" ANCHOR BOLTS, 6'-0"o.c. OR SIMPSON MA6 ANCHOR STRAPS, 32"o.c. CONCRETE FOUNDATION WALL 1-#4 HORIZONTAL, CONTINUOUS TOP, MIDDLE & BOTTOM, TYPICAL TOP OF FOUNDATION TOP OF FOOTING NOTE #1F CONCRETE FLOOR NOTE #1E SEE ELEVATION FOR ADDITIONAL INFORMATION DOWELS - FOUNDATION INSULATION#4 x 2'-0", 6'-0"o.c. PERFORATED FTG FORM RIM JOIST PERFORATED FOOTING FORM PAINTED ABOVE GRADE CONTINUOUS CONCRETE FOOTING w/ 2 # 4 RE- BARS HORIZONTAL CONTINUOUS 8" TYP. 6" M I N . SE E P L A N 8" TYPICAL 1'-4" SE E P L A N MI N . H E E L H G T ( U . N . O . ) DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. NOTE #1B PROVIDE SELF-ADHERING POLYMER MODIFIED BITUMEN ICE MAT FROM EDGE OF EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE. PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES DETAILS D1 12. 09. 24 1 1/2" = 1'-0" VALENCE DETAIL, TYP UNO 1 1/2" = 1'-0" RAKE DETAIL, TYP UNO 1 1/2" = 1'-0" EXTERIOR CORNER DETAIL, TYP 1 1/2" = 1'-0" SLOPED EAVE DETAIL, TYP UNO 1 1/2" = 1'-0" VINYL -TYP. EAVE (U.N.O.) 1 1/2" = 1'-0" HEADER TYPES 3/4" = 1'-0" TYP. 2-STORY WALL SECTION 3/4" = 1'-0" TYP. RANCH WALL SECTION 310 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. 1 BRACING METHOD CS-PF 2 CS-END CONDITIONS 3 BRACED WALL PANEL CONNECTION PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES DETAILS D2 12. 09. 24 311 BEAM NOTCH POST 5 1/2" MIN. (2) 1/2" DIAMETER THROUGH BOLTS WITH WASHERS APPROVED POST CAP AS REQ. BY CODE APPROVED POST-TO- BASE CONNECTOR CONCRETE FOOTING POST 1'-0" MINIMUM MI N . 4 2 " B E L O W G R A D E 12 +1 DECK POST BEAM 2 1/2" MIN. DECK POST POST-TO-FOOTING DETAIL NOTCHED POST POST CAP 2018 IRC FIGURE R507.5.1 DECK BEAM TO DECK POST 2" MIN. MA X . 5" 18" BETWEEN 2" M I N . LAG SCREW OR BOLT STAGGER FASTENERS IN 2 ROWS LEDGER SE E N O T E S 3/ 4 " M I N . 5.5" MIN. FOR 2X8* 6.5" MIN. FOR 2X10 7.5" MIN. FOR 2X12 *DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACHE 2X8 LEDGERS TO 2X8 BAND JOISTS. 2018 IRC FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS DECK POST HEIGHT DECK POST SIZE DECK POST HEIGHT 4 X 4 4 X 6 6 X 6 8 X 8 6 - 9 (C) 8 14 14 (C) THE MAX. PERMITTED HEIGHT IS 8 FEET FOR ONE- PLY AND TWO-PLY BEAMS. THE MAX. HEIGHT FOR THREE-PLY BEAMS ON POST CAPS 6 FEET 9 INCHES. SHEATHING SIDING CONTINUOUS FLASING W/ DRIP EDGE APPROVED JOIST HANGERS 2X LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 HOLD-DOWN DEVICE MIN 750LB. CAPACITY AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED 3/8" DIAMETER LAG SCREW PREDRILLED W/ MIN. 3" PENETRATION TO CENTER OF TOP PLATE, STUDS OR HEADER. NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. DECKING 2018 IRC FIGURE R507.9.1.2(2) DECK ATTACHMENT FOR LATERAL LOADS LEDGER APPROVED JOIST HANGER DECK JOIST @ CORNER JOIST-TO-LEDGER DETAIL 1'-4" O.C.1'-4" O.C. JOIST MECHANICAL FASTENER OR HURRICANE CLIP BEAM JOIST-TO-BEAM DETAIL (MAX.) 4" 3/4" X 3/4" CHAMFER (TYP.) ELEVATIONGUARDRAIL DETAIL ANCHOR BALUSERS TO RIM JOISTS 2X RIM JOIST ATTACHED TO END OF EACH JOIST W/(3) 16D GALVANIZED 2X TREATED BLOCKING 2X2 BALUSTERS SPACED 5 1/2" O.C. MAX. ACHOR BALUSTERS TO RAIL 2X6 RAIL 2X6 TOP RAIL 1" 3'-0" MIN. STAIR WIDTH P.T. 4X4 POST (2) 1/2" DIAMETER THROUGH-BOLTS WITH WASHERS RIM BOARD APPROVED ANGLED JOIST HANGER P.T. 2X12 STRINGER (3 THUS) P.T. 2X12 TREADS P.1. 1X RISERS 4" MAX. 10" MIN. 1" NOSING GU A R D R A I L H G T . 3' - 0 " 7 3 / 4 " M A X . HANDRAIL HGT. 2' - 1 0 " 42 " M I N . MIN. 1'-0" 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. 1 DECK DETAILS PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES DETAILS D3 12. 09. 24 312 ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETWP GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETGFI HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED LIGHT FIXTURE E-STAR COMPLIANT FLUORESCENT LIGHT FIXTUREES WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE RECESSED ADJ. EYEBALL LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE WITH PULL CHAINPC TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENEROHGD CHIMESCHIMES PUSH BUTTONPB COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER. ELEC. PLAN MAY BE SHOWN REVERSED -IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. THE SYMBOL SC INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. PENDANT LIGHT FIXTUREPND ELECTRIC VEHICLE CHARGEREV W.H. FURNACE FD 3 TO S W I T C H AB O V E P.C. P.C. SUMP SC SC GFI +48" GFI +48" DEDICATED GFI +48" PASSIVE RADON SYSTEM w/OUTLET IN ATTIC P.C. P.C. SC P.C.P.C. PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES ELECTRICAL PLAN - BASEMENT - UNFINISHED E1 12. 09. 24 1/4" = 1'-0"1 ELECTRICAL PLAN -BASEMENT UNFINISHED 313 W.H. FURNACE FD 33 3 3 TO S W I T C H AB O V E P.C. P.C. SUMP 3 SC VEN TO EXTERIOR GFI SC SC SC GFI +48" GFI +48" DEDICATED GFI +48" PASSIVE RADON SYSTEM w/OUTLET IN ATTIC TV 3 SC RJ45 C5 3 ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETWP GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETGFI HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED LIGHT FIXTURE E-STAR COMPLIANT FLUORESCENT LIGHT FIXTUREES WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE RECESSED ADJ. EYEBALL LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE WITH PULL CHAINPC TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENEROHGD CHIMESCHIMES PUSH BUTTONPB COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER. ELEC. PLAN MAY BE SHOWN REVERSED -IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. THE SYMBOL SC INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. PENDANT LIGHT FIXTUREPND ELECTRIC VEHICLE CHARGEREV W.H. FURNACE FD 33 3 3 TO S W I T C H AB O V E P.C. P.C. SUMP 3 VEN TO EXTERIOR GFI SC SC SC GFI +48" GFI +48" DEDICATED GFI +48" PASSIVE RADON SYSTEM w/OUTLET IN ATTIC TV 3 SC RJ45 C5 3 P.C. 1 ELECTRICAL PLAN -BASEMENT FINISHED OPTION 2 PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES ELECTRICAL PLAN - BASEMENT - FINISHED OPT.1 - FINISHED OPT.2 E2 12. 09. 24 1/4" = 1'-0"2 ELECTRICAL PLAN -BASEMENT FINISHED OPTION 1 314 OHGD 3 3 3 3 3 TO L I G H T BE L O W 3 PB GFI WP GF I WP VENT TO EXTERIOR SC SC SC SC SC SC22" X 30" ATTIC ACCESS OUTLET IN ATTIC FOR RADON SYSTEM TV TVC5 (VERIFY HEIGHT & MEDIA WALL LOCATIONS PER BUILDER) FAN/LIGHTFAN/LIGHT OPTIONAL ELECTRIC F.P. (VERIFY MODEL & R.O. PER BUILDER) 220V REF +42" DW ELECTRIC RANGE/MICRO SWITCH TO DISP. GF I WATERLINE TO REF GFI GFI GFI VENT TO EXTERIOR PB TO CHIME CH I M E GFI +48" GFI +48" GFI +48" WASHER TO BE ON LEFT SIDE OF DRYER WHEN FACING APPLIANCES MICRO C5 RJ45 RJ45 GF I 3 220V110V WASHER DRYER ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETWP GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETGFI HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED LIGHT FIXTURE E-STAR COMPLIANT FLUORESCENT LIGHT FIXTUREES WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE RECESSED ADJ. EYEBALL LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE WITH PULL CHAINPC TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENEROHGD CHIMESCHIMES PUSH BUTTONPB COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER. ELEC. PLAN MAY BE SHOWN REVERSED -IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. THE SYMBOL SC INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. PENDANT LIGHT FIXTUREPND ELECTRIC VEHICLE CHARGEREV 1 ELECTRICAL PLAN -MAIN FLOOR PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Po r t l a n d P l a n - E l e v a t i o n A - 2 C a r - G L AD D R E S S R E Q U I R E D F O R P E R M I T 30222624 AH / SP DESTINY HOMES ELECTRICAL PLAN - MAIN FLOOR E3 12. 09. 24 315 FRAMING NOTES EXTERIOR HEADERS: ALL HEADERS TO BE SIZED BY OTHERS. ALL WINDOW HEAD HEIGHTS NOTED ON PLANS TO BE VERIFIED AND ADJUSTED AS REQUIRED BY BUILDER. INTERIOR HEADERS:IN NON BEARING PARTITION WALLS - 2x4 CAP STOOP:3/4" OSB 2X6 FRAMING TAP CON OR RAMSET AND BRACED TO FOUNDATION TIES; SB TO HANG EXTEND OVER FOUNDATION HALF WAY NO BRIDGING:SOLID BLOCKING AS REQUIRED BY CODES. BASEMENT STAIRS:3/4" AWAY FROM FRAMED OR FURRED WALLS. MAIN STAIRS:1/2" RISERS, 3/4" TREADS WITH 1" OVERHANG ON FRONT, GLUED AND NAILED; TREADS HANG OVER ENDS 1 1/2" OR 2 1/4" WITH SKIRT BOARD. (USE SCRAPS WHERE POSSIBLE.) UPPER FLOOR BALCONIES:OSB FLUSH FOR 1X6 BALUSTER PLATE UNLESS SPECIFIED ON PLANS. TUB/SHOWERS: 5', 4' AND 3' EXACT OPENINGS. AS NOTED ON PLAN. EXTERIOR DOORS:3/4" OSB SPACER BETWEEN DOOR SILL AND FLOOR DECK, SLIDING GLASS DOORS INSTALL DIRECTLY TO FLOOR DECK. TRUSSES:24" OC WITH BRACING AS SPECIFIED BY TRUSS MANUFACTURER. RAFTERS:24" OC WITH BRACING AS SHOWN ON PLANS. VAULT 2X10 16" OC/ 2X6 SUB FASCIA, LOOKOUTS AS REQUIRED. EXTERIOR WALLS:OSB SHEATHING ON ALL EXTERIOR WALLS AND EXTERIOR FACE OF ALL GABLES. SHEATHING IS ALSO REQUIRED ON THE OUTSIDE FACE OF ANY/ALL WALLS THAT ADJOIN ENCLOSED UNHEATED SPACES AS SUCH AS PORCH ROOFS OR ATTIC SPACES. UNLESS NOTED OTHERWISE ON PLANS. SIDING:CAULK BEHIND WINDOWS AND DOORS. HOUSE WRAP OVER ALL EXTERIOR WALLS AND GABLES; INSTALLED TO BE WATER TIGHT PER MFGR'S SPECIFICATIONS. FLASHING:2X4 UNDER RIDGE ON ALL GABLES. RUBBER FLASHING 18" WIDE UNDER ALUMINUM FLASHING. CONTINUOUS FLASHING ALONG SHED ROOFS AND STOOPS. FRAMER SHALL PROVIDE CLEAR CHASES FOR PLUMBING AND MECHANICAL SYSTEMS. THE FRAMER SHALL ADJUST LAYOUT OR PLACEMENT OF FRAMING MEMBERS TO PROVIDE REQUIRED CLEARANCES FOR ALL MECHANICAL AND PLUMBING SYSTEMS WHILE MAINTAINING STRUCTURAL INTEGRITY. PROJECT REQUIREMENTS GENERAL CONSTRUCTION/CONTRACTOR REGULATIONS: ALL CONTRACTORS SHALL VISIT JOB SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BEFORE SUBMITTING BIDS. THE DESIGNER IS TO BE NOTIFIED FOR RE-EVALUATION IF ANY CONDITIONS DO NOT CORRESPOND TO THOSE SHOWN IN THESE DOCUMENTS. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS. CONTRACTORS SHALL NOT SCALE ANY DRAWINGS. THE DIMENSIONS SHOWN ARE TO TAKE PRECEDENCE OVER SCALING THE DOCUMENTS. THE GENERAL CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY INCORRECT WORK AND ANY REPAIR OF SAID WORK AS A RESULT OF SCALING THE DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS REPRESENTED ON THESE DOCUMENTS INCLUDING THE WORK AND MATERIALS FURNISHED BY SUBCONTRACTORS AND VENDERS. THE CONTRACTOR/OWNER SHALL THOROUGHLY REVIEW AND BECOME FAMILIAR WITH THESE DOCUMENTS. UPON REVIEW THE CONTRACTOR SHALL DOCUMENT AND NOTIFY THE DESIGNER OF ANY ERRORS, OMISSIONS, DISCREPANCIES, AND/OR INCONSISTENCIES PRIOR TO THE START OF ANY PORTION OF THE PROPOSED WORK. THE DESIGNER SHALL REVIEW THE PROPOSED CORRECTIONS AFTER THE RECEIPT OF NOTIFICATION. NO CHANGE SHALL BE MADE WITHOUT REVIEW OF THE DESIGNER AND APPROVAL OF THE OWNER. THE DISCOVERY OF DISCREPANCIES AND/OR CONFLICTS AFTER THE START OF WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY ERRORS, OMISSIONS, DISCREPANCIES, AND/OR INCONSISTENCIES WHICH HAVE NOT BEEN BROUGHT TO THE DESIGNERS ATTENTION. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR IN CHARACTER TO COMPARABLE CONDITIONS DETAILED. ANY CLARIFICATIONS NECESSARY TO ENSURE ACCURATE CONSTRUCTION AND COMPLETION OF THE PROJECT SHALL BE ADDRESSED BY THE CONTRACTOR PRIOR TO SUBMISSION OF PROJECT. DEVIATIONS FROM THESE DOCUMENTS IN THE CONSTRUCTION PHASE SHALL BE REVIEWED BY THE DESIGNER AND THE OWNER PRIOR TO THE START OF THE WORK IN QUESTION. ANY DEVIATIONS FROM THESE DOCUMENTS WITHOUT PRIOR REVIEW SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR/OWNER. ALL WORK PERFORMED BY THE CONTRACTOR SHALL COMPLY AND CONFORM WITH LOCAL AND STATE BUILDING CODES, ORDINANCES, REGULATIONS, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE TO BE AWARE OF THESE REQUIREMENTS AND GOVERNING REGULATIONS. THE CONTRACTOR/OWNER SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, PRECAUTIONS, TECHNIQUES, SEQUENCES, PROCEDURES, AND COORDINATION OF ALL PORTION OF THE WORK. ALL WORK SHALL BE DONE IN A WORKMANSHIP-LIKE MANNER. CONTRACTORS/TRADES ARE TO REMOVE THEIR DEBRIS AND LEAVE JOB-SITE BROOM SWEPT AT THE END OF EACH DAY. THESE DOCUMENTS ARE THE PROPERTY OF THE DESIGNER AND SHALL NOT BE COPIED, DUPLICATED, ALTERED, MODIFIED, REVISED, OR RE-USED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN APPROVAL OF THE DESIGNER. TO THE BEST OF THE DESIGNERS' KNOWLEDGE THESE CONSTRUCTION DOCUMENTS ARE IN CONFORMANCE WITH THE REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. IT IS THE INTENT OF THE DESIGNER TO DELINEATE THESE DOCUMENTS AS ACCURATE AS POSSIBLE FOR THE PURPOSE OF GRAPHIC REPRESENTATION. ALL LOCAL AND STATE CODES TO SUPERCEDE THESE CONSTRUCTION DOCUMENTS. IN CASE OF A CONFLICT BETWEEN THESE DOCUMENTS AND LOCAL OR STATE CODES THE CONTRACTOR SHALL INFORM THE DESIGNER. THE OWNER SHALL FURNISH ANY AND ALL REPORTS RECEIVED FROM THE GEOTECHNICAL ENGINEER (SOIL REPORTS), ON THE STUDY OF THE PROPOSED SITE TO THE DESIGNER, STRUCTURAL ENGINEER, AND CONTRACTOR. IN THE EVENT THE GEOTECHNICAL REPORTS DO NOT EXIST, THE SOIL CONDITION SHALL BE ASSUMED TO BE A MINIMUM DESIGN SOIL PRESSURE STATED BY THE STRUCTURAL ENGINEER OF RECORD FOR THE PURPOSE OF STRUCTURAL DESIGN. CONTRACTOR SHALL VERIFY THE SOIL CONDITIONS MEET OR EXCEED THIS CRITERIA. SHOP DRAWING REVIEW AND DISTRIBUTION ALONG WITH PRODUCT SUBMITTALS REQUESTED IN THE CONSTRUCTION DOCUMENTS, SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR, UNLESS DIRECTED OTHERWISE UNDER A SEPARATE AGREEMENT. THE DESIGNER SHALL NOT ACCEPT OR REVIEW ANY REQUEST FOR SHOP DRAWING REVIEW WITHOUT THE REVIEW OF THE CONTRACTOR.THE DIMENSIONS SPECIFIED IN THIS TABLE ARE TYPICALLY ACCEPTED DIMENSIONS FOR CONVENTIONALLY DESIGNED SINGLE FAMILY DWELLING STRUCTURES OF ONE OR TWO STORIES IN HEIGHT INTENDED TO BE CONSTRUCTED ON UNDISTURBED, NON-EXPANSIVE SOILS. VERIFICATION OF THIS DATA IS THE RESPONSIBILITY OF THE BUILDER. 8"x 16" WITH TWO #4 REINFORCEMENT BAR CONVENTIONAL FOOTING DIMENSIONS & REINFORCEMENT 2,000 P.S.F. SOIL BEARING PRESSURE ASSUMING 2,000 P.S.F. IS REQUIRED FOR THE FOOTING, THE FOLLOWING ADJUSTED FOOTING DIMENSIONS MAY BE USED FOR THE SOIL CONDITIONS SPECIFIED IN THE TABLE BELOW, UNLESS SPECIFIC ENGINEERING PROBLEMS EXIST. 1,850 P.S.F.9"x 20" WITH TWO #4 REINFORCEMENT BARS 1,500 P.S.F.10"x 24" WITH TWO #5 REINFORCEMENT BARS 1,250 P.S.F.11"x 28" WITH THREE #5 REINFORCEMENT BARS 1,000 P.S.F. 12"x 32" WITH THREE #5 REINFORCEMENT BARS RESIDENTIAL CONVENTIONAL FOOTINGS DESIGN DATA IRC 2021 BUILDING PLANNING - CHAPTER 3: LIVE LOADS ROOF (SNOW)30 PSF WIND DESIGN 115 MPH (SEISMIC DESIGN CATEGORY - A) WEATHERING - SEVERE SOIL TEST (LOAD BEARING PRESSURE) SAND, SILTY SAND, CLAYEY SAND, SILT GRAVEL AND CLAYEY GRAVEL 2000 PSF SAND, SILTY SAND, CLAYEY SAND, SILT GRAVEL AND CLAYEY GRAVEL 1500 PSF BUILDING MATERIALS STRUCTURAL STEEL FY = 36 KSI REINFORCING STEEL FY = 60 KSI CONCRETE: BASEMENT WALLS, FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO WEATHER FC = 2500 PSI BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS FC = 2500 PSI BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER FC = 3000 PSI PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS FC = 3500 PSI FRAMING LUMBER: 2X6 AND LARGER Fb = 1200 PSI E = 1700 KSI Fc = 625 PSI 2X4 AND MISC Fb = 1400 PSI E = 1700 KSI Fc = 1000 PSI 2X6 STUDS Fb = 725 PSI E = 1500 KSI Fc = 675 PSI 2X4 STUDS Fb = 800 PSI E = 1500 KSI Fc = 600 PSI MICRO-LAMS (12")Fc = 2800 PSI E = 2000 KSI THE OWNER AND/OR CONTRACTOR OF THIS PLANS RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE, AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND/OR SIZED BY ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. ALL SCHEDULES SHOWN ARE TO BE VERIFIED BY BUILDER, SUB-CONTRACTORS, VENDORS, AND/OR OTHERS AND ADJUSTED AS REQUIRED. DOOR, WINDOW, AND MATERIAL TAKEOFFS NOTED ARE ESTIMATED ONLY, FROM MATERIALS SHOWN ON PLANS AND DO NOT TAKE IN ACCOUNT FOR WASTE. ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZES NOTED WAS NOT ENGINEERED AND/OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNERS, AND/OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. BATT INSULATION BRICK CONCRETE CMU EARTH ENGINEERED WOOD FINISH WOOD GRANITE GRANULAR MATERIAL GRAVEL GYPSUM BOARD METAL STUD PARTITION MATERIALS LEGEND MORTAR PARTICLE BOARD PLASTER PLYWOOD PRECAST CONCRETE RIGID INSULATION SAND SPRAY FOAM INSULATION STEEL STONE WOOD STUD PARTITION WOOD STUD BEARING WALL GENERAL NOTES I SITEWORK A. BUILDER SHALL BE RESPONSIBLE FOR GRADING OF SITE AND LOTS. B. PERFORM EXCAVATION ACCORDING TO GOOD COMMON CONSTRUCTION PRACTICES TO THE LINES, GRADES, AND ELEVATIONS INDICATED ON DRAWINGS. C. PROVIDE FOUNDATION DRAINAGE AS SPECIFIED BY GOVERNING CODES. D. PROVIDE SOIL POISONING TO CONTROL TERMITES AS REQ BY GOVERNING CODES. II CONCRETE A. ALL CONCRETE SHALL BE DESIGNED AND SPECIFIED BY OTHERS. III MASONRY A. A. BRICK VENEER 1. PROVIDE MODULAR SIZE BRICK VENEER UNITS COMPLYING WITH GOVERNING CODES. BRICK TYPE SHALL BE SPECIFIED BY BUILDER. 2. PROVIDE MORTAR IN ACCORDANCE WITH GOVERNING CODES. IV METALS A. ALL STRUCTURAL STEEL SHALL COMPLY WITH APPROPRIATE GOVERNING CODES. V WOOD AND PLASTICS A. LUMBER AND MANUFACTURED/ENGINEERED WOOD PRODUCTS SHALL, IN ADDITION TO COMPLYING WITH GOVERNING CODES, COMPLY WITH: 1. "PRODUCT USE MANUAL" OF THE WESTERN WOOD PRODUCTS ASSOCIATION FOR SELECTION AND USE OF PRODUCTS INCLUDED IN THAT MANUAL. 2. "PLYWOOD SPECIFICATION AND GRADE GUIDE" OF THE AMERICAN PLYWOOD ASSOCIATION. 3. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS AND RECOMMENDATIONS FOR FIRE- RETARDANT AND PRESERVATIVE PRESSURE TREATED LUMBER AND PLYWOOD. a. ALL WOOD INDICATED AS "PRESSURE TREATED" OR "TREATED" SHALL BE PRESERVATIVE PRESSURE TREATED. b. ALL WOOD INDICATED AS "FIRE-RETARDANT" SHALL BE FIRE-RETARDANT PRESSURE TREATED. B. FRAMING LUMBER: PROVIDE LUMBER AND MATERIALS MEETING OR EXCEEDING THE FOLLOWING STANDARDS OF QUALITY: 1. ALL ENGINEERED WOOD PRODUCTS SHALL BE HANDLED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS/SPECIFICATIONS RECOMMENDATIONS UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL HEADERS AND BEAMS SHALL BE FREE FROM SPLITS, CHECKS, AND SHAKES. 3. CEILING JOISTS ARE DESIGNED FOR NO ATTIC STORAGE UNLESS NOTED OTHERWISE. 4. SPECIES: a. LOAD BEARING FRAME MEMBERS, EXCEPT PLATES: DOUGLAS FIR #2 OR BETTER. b. SOLE, TOP AND DOUBLE PLATES: SOUTHERN YELLOW PINE #2 OR BETTER. c. EXTERIOR DECK FRAMING: SOUTHERN YELLOW PINE #2 OR BETTER CCA .40 PRESSURE TREATED. d. EXTERIOR DECKING AND RAILINGS: PONDEROSA PINE #2 OR BETTER CCA .40 PRESSURE TREATED. 5. ROUGH HARDWARE: a. STEEL ITEMS: • COMPLY WITH GOVERNING CODES. • USE GALVANIZED AT EXTERIOR LOCATIONS. C. TRUSS LAYOUT IS SCHEMATIC ONLY. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN (INCLUDING SPACING) OF ALL TRUSSES. TRUSSES TO BE DESIGNED AND CERTIFIED BY AN ENGINEER LICENSED IN THE STATE OF IOWA. D. STAIR CONSTRUCTION SHALL CONSIST OF 3-2X12 STRINGERS, 3/4" THICK TREAD AND 1/2" THICK RISERS, UNLESS NOTED OTHERWISE. E. ALL WOOD PLATED BEARING ON CONCRETE OR MASONRY SHALL BE OF DECAY-RESISTANT MATERIAL AS REQ BY GOVERNING CODES. F. INTERIOR TRIM SHALL BE SELECTED BY BUILDER. G. ALL EXTERIOR FRAMING AND DECKING SHALL BE CONSTRUCTED OF DECAY-RESISTANT LUMBER CCA .40 OR EQUAL. 2. PROVIDE METAL CORNER BEAD AND TRIM AT ALL LOCATIONS SHOWN ON DRAWINGS AND AS RECOMMENDED BY GYPSUM WALLBOARD MANUFACTURER. 3. TAPE, FLOAT AND SAND JOINTS AND FASTENERS OF GYPSUM WALLBOARD WITH 3-COATS OF JOINT COMPOUND AS REQUIRED. B. FINISHES SHOWN ON DRAWINGS SHALL BE SPECIFIED BY BUILDER. IX SPECIALTIES A. FIREPLACES SHALL BE AS FOLLOWS: 1. GAS AND/OR ELECTRIC FIREPLACE MANUFACTURER AND MODEL SHALL BE SPECIFIED BY BUILDER. 2. PRE-MANUFACTURED GAS (NON-WOOD BURNING) UNITS OF THE STYLE AND SIZE SHOWN ON DRAWINGS. 3. SUB CONTRACTOR(S) SHALL BE RESPONSIBLE FOR PROPER INSULATION OF FIREPLACE UNIT, VENTING, HEARTH, MANTLE AND RELATED COMPONENTS AS RECOMMENDED BY MANUFACTURER AND AS REQUIRED BY GOVERNING CODES. B. SHOWER, TUB AND TUB/SHOWER ENCLOSURES SHALL BE CONSTRUCTED OF APPROVED SAFETY GLAZING AS SPECIFIED BY BUILDER. C. GUARDRAILS SHALL BE PROVIDED AS SHOWN ON DRAWINGS AND AT ENCLOSED FLOOR OPENINGS, OPEN SIDES OF STAIRWAYS, LANDINGS AND RAMPS, BALCONIES, PORCHES OR DECKS WHICH ARE MORE THAN 30 INCHES ABOVE GRADE OR FLOOR BELOW. THE TOP OF GUARDRAILS SHALL NOT BE LESS THAN 36 INCHES IN HEIGHT. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT SPHERE 4 INCHES IN DIAMETER CANNOT PASS THROUGH. X MECHANICAL A. GENERAL: 1. INFORMATION AND LAYOUTS SHOWN ON DRAWINGS ARE ONLY SCHEMATIC IN DESIGN, AND SHALL BE REVIEWED BY SUB CONTRACTORS, SUPPLIERS, AND BUILDING OFFICIALS FOR COMPLIANCE WITH GOVERNING CODES AND GOOD COMMON CONSTRUCTION PRACTICES. 2. EQUIPMENT AND FIXTURES SHALL BE SPECIFIED BY BUILDER. 3. DESIGN AND INSTALLATION OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE APPROPRIATE LICENSED CONTRACTORS. B. PLUMBING: 1. PLUMBING ROUGH-IN SHALL BE PROVIDED TO WASHER BOX FOR CLOTHES WASHER. 2. GAS LINES AND VALVES TO ALL GAS APPLIANCES AS SPECIFIED BY BUILDER. C. HEATING, VENTILATING & AIR CONDITIONING: 1. FURNACE: GAS, FORCED AIR AS SPECIFIED BY BUILDER. 2. ALL HVAC EQUIPMENT SHALL BE INDIVIDUALLY SWITCHED. 3. DRYER VENT SHALL EXHAUST TO EXTERIOR. 4. MECHANICAL EXHAUST VENTILATION WHERE INDICATED IN BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS SHALL EXHAUST TO EXTERIOR AND PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR. XI ELECTRICAL A. GENERAL: 1. INFORMATION AND LAYOUTS SHOWN ON DRAWINGS ARE ONLY SCHEMATIC IN DESIGN, AND SHALL BE REVIEWED BY SUB CONTRACTORS, SUPPLIERS AND BUILDING OFFICIALS FOR COMPLIANCE WITH GOVERNING CODES AND GOOD COMMON CONSTRUCTION PRACTICES. 2. EQUIPMENT AND FIXTURES SHALL BE SPECIFIED BY BUILDER. 3. DESIGN AND INSTALLATION OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE APPROPRIATE LICENSED CONTRACTORS. B. INSTALL GROUND-FAULT CIRCUIT-INTERRUPTERS (GFI OR GFCI) MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL OUTDOOR, BEDROOM(S), BATH AND GARAGE WALL RECEPTACLES SHALL BE PROVIDED WITH GROUND-FAULT CIRCUIT PROTECTION. C. INSTALL LOCALLY CERTIFIED SMOKE DETECTORS MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. SMOKE DETECTORS SHALL BE 110 VOLT POWERED, EQUIPPED WITH A BATTERY BACKUP AND SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALL WORK TO CONFORM TO 2021 IRC - VERIFY W/CITY VI THERMAL & MOISTURE PROTECTION A. THERMAL BUILDING INSULATION AT ASSEMBLIES ADJACENT TO EXTERIOR OR UNHEATED SPACES MEETING THE REQUIREMENTS OF GOVERNING CODES AND, UNLESS OTHERWISE NOTES, MEETING THE FOLLOWING MINIMUM REQUIREMENTS: 1. FOUNDATION WALLS: a. BASEMENT: GLASS FIBER, VINYL FACED BLANKETS, R-15. UNLESS NOTED OTHERWISE ON PLANS. b. CRAWL SPACE: GLASS FIBER, UNFACED BLANKETS, R-15. UNLESS NOTED OTHERWISE ON PLANS. 2. EXTERIOR FRAME WALLS: a. 2X4: GLASS FIBER, BATTS, R-15. UNLESS NOTED OTHERWISE ON PLANS. b. 2X6: GLASS FIBER, BATTS, R-20 (MIN.). UNLESS NOTED OTHERWISE ON PLANS. 3. CEILINGS: a. ATTIC AREAS: GLASS FIBER, BLOWN, R-49. UNLESS NOTED OTHERWISE ON PLANS. b. VAULTED RAFTERS: GLASS FIBER, BATTS, R-49. UNLESS NOTED OTHERWISE ON PLANS. 4. FRAMED FLOORS OVER UNHEATED AREAS: GLASS FIBER BATTS, R-20 (MIN.). UNLESS NOTED OTHERWISE. B. INSTALL 4 MIL POLYETHYLENE VAPOR BARRIER TO INSIDE FACE OF STUDS AT ALL EXTERIOR WALLS EXCEPT BATHROOMS. UNLESS NOTED OTHERWISE ON PLANS. C. ROOFING SHALL BE SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. D. SIDING SHALL BE SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. E. FLASHING AND SHEET METAL REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING. IN ADDITION TO COMPLYING WITH GOVERNING CODES, COMPLY WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF "ARCHITECTURAL SHEET METAL MANUAL" PUBLISHED BY SMACNA. ALL IRON SHEET METAL FLASHING SHALL BE HOT-DIP GALVANIZED COMPLYING WITH ASTM A93. F. GUTTER AND DOWN SPOUTS AS SPECIFIED BY BUILDER. DOWN SPOUT AND SPLASH LOCATIONS SHALL BE DETERMINED BY SUB CONTRACTOR AND APPROVED BY BUILDER SO AS TO PROVIDE POSITIVE ROOF AND SITE DRAINAGE. G. ATTIC AND ROOF VENTILATION AS REQUIRED BY GOVERNING CODES AND AS SHOWN ON DRAWINGS. PROVIDE APPROPRIATE SOFFIT AND ROOF VENTS AS SPECIFIED/APPROVED BY BUILDER. H. FOUNDATION MOISTURE PROTECTION: 1. WATERPROOF FOUNDATION WALLS AS SPECIFIED AS BUILDER. 2. SUMP PIT AND PUMP AS SPECIFIED BY BUILDER AND AS SHOWN ON DRAWINGS. 3. PERFORATED FOUNDATION DRAIN TILE AS SPECIFIED BY BUILDER. VII DOORS & WINDOWS A. DOORS: 1. DOORS AS FOLLOWS AND AS SPECIFIED BY BUILDER: a. ENTRY DOORS AND SIDELIGHTS: AS SPECIFIED BY BUILDER. b. HOUSE/GARAGE DOORS: 20 MIN FIRE RATED INSULATED STEEL DOOR, FLUSH WITH CLOSER. c. OVERHEAD GARAGE DOORS: INSULATED, AS SPECIFIED BY BUILDER. d. PATIO DOORS (HINGED): FULL GLASS AS SPECIFIED BY BUILDER. e. SLIDING GLASS DOORS: AS SPECIFIED BY BUILDER. f. INTERIOR DOORS: AS SPECIFIED BY BUILDER. B. WINDOWS: 1. WINDOWS AS FOLLOWS AND AS SPECIFIED BY BUILDER: a. LIVING LEVELS (INCLUDING WALKOUT BASEMENT): POLYVINYL OR METAL CLAD. b. BASEMENT: ALUMINUM. 2. UNITS OF THE SIZE, STYLE AND QUANTITY SHOWN ON DRAWINGS. 3. GLAZING SHALL BE DOUBLE-PANE INSULATING GLASS IN LIVING AREAS. 4. TEMPERED GLASS IN ALL WINDOWS AS REQUIRED BY GOVERNING CODES. 5. INSTALL EMERGENCY EGRESS UNITS AS REQUIRED BY GOVERNING CODES. C. FINISH HARDWARE SHALL BE SPECIFIED BY BUILDER. INSTALL ALL HARDWARE REQUIRED BY GOVERNING CODES. VIII FINISHES A. GYPSUM PANELS: 1. GYPSUM PANELS, UNLESS OTHERWISE NOTED SHALL BE PROVIDED AS FOLLOWS: a. EXTERIOR WALLS: 1-LAYER 1/2" REGULAR PANELS TO INTERIOR FACE. b. INTERIOR PARTITIONS: 1-LAYER 1/2" REGULAR PANELS EACH SIDE. c. CEILING: 1-LAYER 5/8" REGULAR PANELS. d. GARAGE: PROVIDE 5/8" TYPE "X" PANELS AS REQUIRED BY CODE. e. SHOWERS: CONCRETE BOARD BEHIND TILE SHOWERS. SHEET LIST A0.0 COVER SHEET A1.1 BASEMENT - UNFINISHED A1.2 BASEMENT - FINISHED A2.1 MAIN FLOOR A3.1 UPPER FLOOR A4.1 EXTERIOR ELEVATIONS A4.2 EXTERIOR VIEWS, FINISH PLANS A5.1 ROOF PLAN, STAIR SECTION, FIREPLACE ELEVATION D1 DETAILS D2 DETAILS D3 DETAILS E1 ELECTRICAL PLAN - BASEMENT - UNFINISHED E2 ELECTRICAL PLAN - BASEMENT - FINISHED E3 ELECTRICAL PLAN - MAIN FLOOR E4 ELECTRICAL PLAN - UPPER FLOOR PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 NT / SP Destiny Homes COVER SHEET A0.0 12. 01. 25 AREA SCHEDULE - BASEMENT UNFINISHED MAIN FLOOR 793 SF UPPER FLOOR 1080 SF LIVING AREA TOTAL:1872 SF BASEMENT - FINISHED 0 SF BASEMENT - UNFINISHED 803 SF GARAGE 459 SF OTHER AREA TOTAL:1262 SF BUILDING AREA TOTAL:3135 SF REVISION SCHEDULE NUMBER DATE COMMENTS AREA SCHEDULE - BASEMENT FINISHED MAIN FLOOR 793 SF UPPER FLOOR 1080 SF LIVING AREA TOTAL:1873 SF BASEMENT - FINISHED 652 SF BASEMENT - UNFINISHED 151 SF GARAGE 459 SF OTHER AREA TOTAL:1262 SF BUILDING AREA TOTAL:3135 SF 316 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. ENGINEERED LUMBER SHALL BE USED IN THE FOLLOWING WALLS: WALLS SUPPORTING VAULTED AND 2-STORY CEILINGS, WALLS CONTAINING POCKET DOORS, ANY TILED WALLS, & WALLS SUPPORTING BAR & KITCHEN CABINETS BUT NOT BATHROOM VANITIES. VERIFY ALL LOCATIONS W/ BUILDER. SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. 3 A5.1 4 A5.1 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E UNEXCAVATED STOOP FURNACE W.H.SUMP 21 ' - 0 " 23 ' - 0 " 44 ' - 0 " 12'-0"20'-0" 44 ' - 0 " FD BEAM (DROPPED) BE A M (F L U S H ) 58 BE A M (F L U S H ) 52 58 1'-10"16'-4" M.O.1'-10" HEADER 16 ' - 0 1 / 2 " 15 ' - 3 1 / 2 " 2' - 0 " 4'-0" 12 ' - 8 " 10 ' - 4 " 53 7' - 0 " 5' - 8 " 31 ' - 4 " 4-0 X 4-0 SL 54 4-0 X 4-0 SL 54 UP 14R 18 6'-0"21'-0"5'-0" 14 ' - 6 " 6' - 6 " 4'-6 3/4"2'-10 5/8" 1' - 0 3 / 4 " 3' - 3 3 / 4 " 4'-6"1'-5"6'-9"8'-0"11'-4" 14 ' - 6 " 1' - 6 1 / 2 " 4' - 5 1 / 2 " 5' - 6 1 / 2 " 5' - 3 1 / 2 " 32'-0" 51 7'-1"4'-8 1/2"9'-6"2'-8" R.O.8'-0 1/2" BASEMENT 8-0 FOUNDATION WALLS 4" CONCRETE SLAB 5858 59 32'-0" PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 NT / SP Destiny Homes BASEMENT - UNFINISHED A1.1 12. 01. 25 AREA SCHEDULE - BASEMENT UNFINISHED MAIN FLOOR 793 SF UPPER FLOOR 1080 SF LIVING AREA TOTAL:1872 SF BASEMENT - FINISHED 0 SF BASEMENT - UNFINISHED 803 SF GARAGE 459 SF OTHER AREA TOTAL:1262 SF BUILDING AREA TOTAL:3135 SF WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES BASEMENT 2 4-0 X 4-0 SL 7'-6"MEETS EGRESS* VERIFY SILL HT MAIN FLOOR 1 6-0 X 5-0 SH 7'-11 1/2" MEETS EGRESS 1 2-6 X 3-6 SH 7'-2" 1 2-0 X 2-0 FX 6'-11 1/2" FIXED 2 3-0 X 5-0 FX 7'-11 1/2" FIXED UPPER FLOOR 1 3-0 X 5-0 SH 6'-11 1/2" MEETS EGRESS 1 2-6 X 3-0 SH 6'-11 1/2" 2 6-0 X 5-0 SH 6'-11 1/2" MEETS EGRESS 4 2-0 X 2-0 FX 6'-11 1/2" FIXED 2 5-0 X 1-0 FX 6'-11 1/2" FIXED ESTIMATED CONCRETE FLATWORK TYPE AREA VOLUME Floor: Basement 720 SF 8.9 CY Floor: Front Porch 74 SF 1.7 CY Floor: Garage 428 SF 5.3 CY Floor: Rear Patio 100 SF 1.2 CY TOTAL:1322 SF 17.1 CY KEYNOTE LEGEND NUMBER NOTE 18 PATIO LINE ABOVE 51 2X4 FLAT FRAME PRESSURE TREATED WALL FURRING w/ 1-1/2" THICK RIGID INSULATION FOAM BOARD, CONTINUOUS BETWEEN EACH STUD SPACE AS REQUIRED. INSULATION BOARD AND FURRING NOT TO EXTEND BEYOND TOP OF FOUNDATION WALL. 52 HVAC CHASE TO ATTIC. ADJUST FLOOR AND ROOF LAYOUT AS REQUIRED 53 PASSIVE RADON SYSTEM w/OUTLET IN ATTIC 54 EGRESS WINDOW SILL HEIGHT NOT TO EXCEED 44" AFF (MAX.) 58 2X6 BEARING WALL ON 16" X 8" CONTINUOUS CONCRETE FOOTING (TYP.) 59 STRUCTURAL POST ON CONCRETE PIER PAD. SIZED BY OTHERS ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)3 14'-11 1/4" BEAM (FLUSH)5 28'-2 3/4" GIRDER TRUSS 1 19'-11" HEADER 3 10'-5 3/4" LVL BEAM (DROPPED)1 12'-3 1/2" LVL HEADER 2 23'-5 1/2" STEEL BEAM (DROPPED)1 19'-11" ESTIMATED FOUNDATION WALL LENGTH WALL HEIGHT WALL LENGTH @ CENTERLINE 4'-0"73'-1" 8'-0"124'-6 3/16" ESTIMATED FOOTING LENGTH TYPE LENGTH PIER PAD - SIZED BY OTHERS 2'-6" RETAINING FOOTING - 16 x 8 197'-8" RETAINING FOOTING - 16 x 8 INTERIOR FOOTING 38'-0" TOTAL:238'-2" ESTIMATED EXTERIOR WALL TRIM TYPE LINEAL FEET 1X8 17'-11" CORNER TRIM 5 1/2"103'-4 1/4" FLOORING SCHEDULE - UNFINISHED ROOM AREA FLOOR FINISH BASEMENT BASEMENT 698 SF 4" CONCRETE SLAB MAIN FLOOR DINETTE 128 SF HARD DROP 32 SF HARD ENTRY 42 SF HARD GREAT RM.211 SF HARD KITCHEN 146 SF HARD P.38 SF HARD POWDER 31 SF HARD UPPER FLOOR BATH 40 SF HARD BDRM.2 147 SF CRPT BDRM.3 124 SF CRPT L.52 SF HARD LOFT 202 SF CRPT P.BATH 114 SF HARD PRIMARY 204 SF CRPT W.I.C.106 SF CRPT DOOR SCHEDULE - UNFINISHED QTY DOOR SIZE COMMENTS BASEMENT 1 2468 MAIN FLOOR 1 16070 OHGD0 OVERHEAD GARAGE DOOR 2 2468 1 2668 1 3068 SC ENTRY DOOR 1 2868 INSUL w/CLOSER 20 MIN RATED W/CLOSER 1 2-2068 DOUBLE DOOR 1 6068 SGD SLIDING GLASS DOOR UPPER FLOOR 1 2868 1 2668 PKT POCKET DOOR 4 2468 3 2668 2 4068 BP BI-PASS DOOR ESTIMATED MATERIAL TAKEOFFS - UNFINISHED MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"587 SF GYPSUM WALL BOARD - 5/8"1592 SF Floors FLOOR SHEATHING - 3/4"1782 SF Roofs ASPHALT SHINGLES 1837 SF EXTERIOR SHEATHING - 1/2"1822 SF ROOF UNDERLAYMENT 1822 SF Walls EXTERIOR SHEATHING - 1/2"2995 SF GYPSUM WALL BOARD - 1/2"7200 SF GYPSUM WALL BOARD - 5/8"269 SF HOUSE WRAP / VAPOR RETARDER 3014 SF 1/4" = 1'-0"1 BASEMENT -UNFINISHED ESTIMATED WOOD WALLS - UNFINISHED MATERIAL LINEAL FEET Exterior WOOD STUD - 2X4 272'-7" WOOD STUD - 2X6 82'-5" Interior WOOD STUD - 2X4 257'-9" WOOD STUD - 2X6 64'-1" 317 SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E UNEXCAVATED STOOP FURNACE W.H.SUMP 21 ' - 0 " 23 ' - 0 " 44 ' - 0 " 32'-0" 12'-0"20'-0" 44 ' - 0 " FD BEAM (DROPPED) BE A M (F L U S H ) 1'-10"16'-4" M.O.1'-10" 2' - 0 " 4'-0" 12 ' - 8 " 10 ' - 4 " 3 A5.1 4 A5.1 7' - 0 " 5' - 8 " 31 ' - 4 " 4-0 X 4-0 SL 54 4-0 X 4-0 SL 54 UP 14R 18 6'-0"14'-2"6'-10"5'-0" 20'-2"11'-10" 7'-1"8'-0 1/2" FAMILY 7-9 CLG. CRPT BDRM.4 7-9 CLG. CRPT HALL 7-9 CLG. CRPT BASEMENT 8-0 FOUNDATION WALL 4" CONCRETE SLAB 2668 BE A M (F L U S H ) HEADER 58 52 58 53 51 58 59 16 ' - 0 1 / 2 " 15 ' - 3 1 / 2 " 10 ' - 1 0 1 / 2 " 3' - 7 1 / 2 " 6' - 6 " 4'-6"1'-5"6'-9"8'-0"11'-4" 14 ' - 6 " 1' - 6 1 / 2 " 4' - 5 1 / 2 " 5' - 6 1 / 2 " 5' - 3 1 / 2 " 7'-1"4'-8 1/2"9'-3 1/4"2'-10 3/4" R.O.8'-0 1/2" R/S 26 6 8 5068 BP 26 6 8 2468 4'-6 3/4"2'-10 5/8" 1' - 0 3 / 4 " 3' - 3 3 / 4 " 36V23 UN F I N CR P T HARD CRPT CRPT UNFIN 51 32'-0" 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. ENGINEERED LUMBER SHALL BE USED IN THE FOLLOWING WALLS: WALLS SUPPORTING VAULTED AND 2-STORY CEILINGS, WALLS CONTAINING POCKET DOORS, ANY TILED WALLS, & WALLS SUPPORTING BAR & KITCHEN CABINETS BUT NOT BATHROOM VANITIES. VERIFY ALL LOCATIONS W/ BUILDER. PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 Author Destiny Homes BASEMENT - FINISHED A1.2 12. 01. 25 WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES BASEMENT 2 4-0 X 4-0 SL 7'-6"MEETS EGRESS* VERIFY SILL HT MAIN FLOOR 1 6-0 X 5-0 SH 7'-11 1/2" MEETS EGRESS 1 2-6 X 3-6 SH 7'-2" 1 2-0 X 2-0 FX 6'-11 1/2" FIXED 2 3-0 X 5-0 FX 7'-11 1/2" FIXED UPPER FLOOR 1 3-0 X 5-0 SH 6'-11 1/2" MEETS EGRESS 1 2-6 X 3-0 SH 6'-11 1/2" 2 6-0 X 5-0 SH 6'-11 1/2" MEETS EGRESS 4 2-0 X 2-0 FX 6'-11 1/2" FIXED 2 5-0 X 1-0 FX 6'-11 1/2" FIXED ESTIMATED CONCRETE FLATWORK TYPE AREA VOLUME Floor: Basement 720 SF 8.9 CY Floor: Front Porch 74 SF 1.7 CY Floor: Garage 428 SF 5.3 CY Floor: Rear Patio 100 SF 1.2 CY TOTAL:1322 SF 17.1 CY KEYNOTE LEGEND NUMBER NOTE 18 PATIO LINE ABOVE 23 TUB/SHOWER 51 2X4 FLAT FRAME PRESSURE TREATED WALL FURRING w/ 1-1/2" THICK RIGID INSULATION FOAM BOARD, CONTINUOUS BETWEEN EACH STUD SPACE AS REQUIRED. INSULATION BOARD AND FURRING NOT TO EXTEND BEYOND TOP OF FOUNDATION WALL. 52 HVAC CHASE TO ATTIC. ADJUST FLOOR AND ROOF LAYOUT AS REQUIRED 53 PASSIVE RADON SYSTEM w/OUTLET IN ATTIC 54 EGRESS WINDOW SILL HEIGHT NOT TO EXCEED 44" AFF (MAX.) 58 2X6 BEARING WALL ON 16" X 8" CONTINUOUS CONCRETE FOOTING (TYP.) 59 STRUCTURAL POST ON CONCRETE PIER PAD. SIZED BY OTHERS ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)3 14'-11 1/4" BEAM (FLUSH)5 28'-2 3/4" GIRDER TRUSS 1 19'-11" HEADER 3 10'-5 3/4" LVL BEAM (DROPPED)1 12'-3 1/2" LVL HEADER 2 23'-5 1/2" STEEL BEAM (DROPPED)1 19'-11" ESTIMATED FOUNDATION WALL LENGTH WALL HEIGHT WALL LENGTH @ CENTERLINE 4'-0"73'-1" 8'-0"124'-6 3/16" ESTIMATED FOOTING LENGTH TYPE LENGTH PIER PAD - SIZED BY OTHERS 2'-6" RETAINING FOOTING - 16 x 8 197'-8" RETAINING FOOTING - 16 x 8 INTERIOR FOOTING 38'-0" TOTAL:238'-2" ESTIMATED EXTERIOR WALL TRIM TYPE LINEAL FEET 1X8 17'-11" CORNER TRIM 5 1/2"103'-4 1/4" 1/4" = 1'-0"1 BASEMENT -FINISHED AREA SCHEDULE - BASEMENT FINISHED MAIN FLOOR 793 SF UPPER FLOOR 1080 SF LIVING AREA TOTAL:1873 SF BASEMENT - FINISHED 652 SF BASEMENT - UNFINISHED 151 SF GARAGE 459 SF OTHER AREA TOTAL:1262 SF BUILDING AREA TOTAL:3135 SF DOOR SCHEDULE - FINISHED QTY DOOR SIZE COMMENTS BASEMENT 1 2468 3 2668 1 5068 BP BI-PASS DOOR MAIN FLOOR 1 16070 OHGD0 OVERHEAD GARAGE DOOR 2 2468 1 2668 1 3068 SC ENTRY DOOR 1 2868 INSUL w/CLOSER 20 MIN RATED W/CLOSER 1 2-2068 DOUBLE DOOR 1 6068 SGD SLIDING GLASS DOOR UPPER FLOOR 1 2868 1 2668 PKT POCKET DOOR 4 2468 3 2668 2 4068 BP BI-PASS DOOR FLOORING SCHEDULE - FINISHED ROOM AREA FLOOR FINISH BASEMENT BASEMENT 56 SF 4" CONCRETE SLAB BATH 43 SF HARD BDRM.4 126 SF CRPT FAMILY 288 SF CRPT HALL 83 SF CRPT MAIN FLOOR DINETTE 128 SF HARD DROP 32 SF HARD ENTRY 42 SF HARD GREAT RM.211 SF HARD KITCHEN 146 SF HARD P.38 SF HARD POWDER 31 SF HARD UPPER FLOOR BATH 40 SF HARD BDRM.2 147 SF CRPT BDRM.3 124 SF CRPT L.52 SF HARD LOFT 202 SF CRPT P.BATH 114 SF HARD PRIMARY 204 SF CRPT W.I.C.106 SF CRPT ESTIMATED WOOD WALLS - FINISHED MATERIAL LINEAL FEET Exterior WOOD STUD - 2X4 272'-7" WOOD STUD - 2X6 82'-5" Interior WOOD STUD - 2X4 363'-3" WOOD STUD - 2X6 66'-6" ESTIMATED MATERIAL TAKEOFFS - FINISHED MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"1138 SF GYPSUM WALL BOARD - 5/8"1592 SF Floors FLOOR SHEATHING - 3/4"1782 SF Roofs ASPHALT SHINGLES 1837 SF EXTERIOR SHEATHING - 1/2"1822 SF ROOF UNDERLAYMENT 1822 SF Walls EXTERIOR SHEATHING - 1/2"2995 SF GYPSUM WALL BOARD - 1/2"8087 SF GYPSUM WALL BOARD - 5/8"269 SF HOUSE WRAP / VAPOR RETARDER 3014 SF 318 20 ' - 1 0 " 23 ' - 2 " 44 ' - 0 " 32'-0" 10'-0"10'-0" 16 ' - 2 1 / 2 " 14 ' - 9 1 / 2 " 44 ' - 0 " OHGD IN OPEN POSITION 30 6 8 S C 2468 BE N C H 2868 INSUL w/CLOSER 30V 24 6 8 RE F 3' - 6 " 5' - 0 " 3' - 8 1 / 2 " 2-6 X 3-6 SH 3'-0"4'-0" FL U S H I S L A N D 6-0 X 5-0 SH (7'-11 1/2" HD HT) 05 GREAT RM. 9-0 CLG. HARD DINETTE 9-0 CLG. HARD KITCHEN 9-0 CLG. (DESIGN BY OTHERS) DROP 9-0 CLG. HARDP. 9-0 CLG. HARD SHELVES ENTRY 2-STORY CLG. HARDGARAGE 4" CONCRETE SLAB 5/8" TYPE "X" GYP.BD. REQUIRED ON GARAGE CEILING AND ON ALL GARAGE/HOUSE COMMON WALLS PATIO 10-0 X 10-0 4" CONCRETE SLAB SINK/DISP 52 6'-9"10'-3"8'-10 1/2"6'-1 1/2" (3'-8”SILL HT.) 2X6 WALLLVL HEADER 16070 OHGD010 10 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 11 7 / 8 " I - J O I S T S 16 " O . C . A B O V E 8" 43 BE A M ( F L U S H ) BEAM (FLUSH) MO N O R O O F T R U S S E S 24 " O . C . A B O V E LVL BEAM (DROPPED) 8" 8" 5'-10"4'-0"2'-2" HEADERHEADER 1'-0" 15 BEAM (DROPPED) BEAM (DROPPED) UP 16R EL E C T . R A N G E / M I C R O 12'-0"20'-0" LVL HEADER 5'-5 1/2"5'-11 1/2" HARD CRPT HARD UNFIN 7'-4"4'-6 1/2"5'-11"8 1/2"3'-4"1'-11"4'-11 1/2"3'-3 1/2" 14 ' - 4 1 / 2 " 3 1 / 2 " 1 ' - 5 1 / 2 " 4' - 8 1 / 2 " 18 ' - 1 1 " 4' - 3 " 4' - 7 " 2 1 / 2 " 5' - 8 1 / 2 " 4' - 3 1 / 2 " 6' - 2 " 4'-6"2'-10"5'-0" 2-2068 R/ S PL A T F O R M - H T . + / - 1 0 ’-8 ” VE R I F Y P E R B U I L D E R 05 3 A5.1 4 A5.1 BEAM (FLUSH) STEEL BEAM (DROPPED) DW 2-0 X 2-0 FX (6'-11 1/2" HD HT) 2668 2' - 8 1 / 4 " 2' - 4 " 6' - 6 " 2' - 4 " 2' - 4 1 / 4 " 3-0 X 5-0 FX (7'-11 1/2" HD HT) 3-0 X 5-0 FX (7'-11 1/2" HD HT) DN 14R 2X6 EXTERIOR WALL 6068 SGD 31 ' - 0 " 6' - 0 " 7' - 0 " 2X 6 W A L L 32'-0" WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. ENGINEERED LUMBER SHALL BE USED IN THE FOLLOWING WALLS: WALLS SUPPORTING VAULTED AND 2-STORY CEILINGS, WALLS CONTAINING POCKET DOORS, ANY TILED WALLS, & WALLS SUPPORTING BAR & KITCHEN CABINETS BUT NOT BATHROOM VANITIES. VERIFY ALL LOCATIONS W/ BUILDER. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. 1/4" = 1'-0"1 MAIN FLOOR PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 NT / SP Destiny Homes MAIN FLOOR A2.1 12. 01. 25 AREA SCHEDULE - BASEMENT UNFINISHED MAIN FLOOR 793 SF UPPER FLOOR 1080 SF LIVING AREA TOTAL:1872 SF BASEMENT - FINISHED 0 SF BASEMENT - UNFINISHED 803 SF GARAGE 459 SF OTHER AREA TOTAL:1262 SF BUILDING AREA TOTAL:3135 SF WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES BASEMENT 2 4-0 X 4-0 SL 7'-6"MEETS EGRESS* VERIFY SILL HT MAIN FLOOR 1 6-0 X 5-0 SH 7'-11 1/2" MEETS EGRESS 1 2-6 X 3-6 SH 7'-2" 1 2-0 X 2-0 FX 6'-11 1/2" FIXED 2 3-0 X 5-0 FX 7'-11 1/2" FIXED UPPER FLOOR 1 3-0 X 5-0 SH 6'-11 1/2" MEETS EGRESS 1 2-6 X 3-0 SH 6'-11 1/2" 2 6-0 X 5-0 SH 6'-11 1/2" MEETS EGRESS 4 2-0 X 2-0 FX 6'-11 1/2" FIXED 2 5-0 X 1-0 FX 6'-11 1/2" FIXED KEYNOTE LEGEND NUMBER NOTE 05 8-0 HD.HT. 10 WALL LINE ABOVE 15 CEILING BREAK LINE 43 ELECTRIC DIRECT VENT FIREPLACE - VERIFY MODEL AND R.O. PER BUILDER. LOCATION PER BUILDER 52 HVAC CHASE TO ATTIC. ADJUST FLOOR AND ROOF LAYOUT AS REQUIRED ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)3 14'-11 1/4" BEAM (FLUSH)5 28'-2 3/4" GIRDER TRUSS 1 19'-11" HEADER 3 10'-5 3/4" LVL BEAM (DROPPED)1 12'-3 1/2" LVL HEADER 2 23'-5 1/2" STEEL BEAM (DROPPED)1 19'-11" FLOORING SCHEDULE - UNFINISHED ROOM AREA FLOOR FINISH BASEMENT BASEMENT 698 SF 4" CONCRETE SLAB MAIN FLOOR DINETTE 128 SF HARD DROP 32 SF HARD ENTRY 42 SF HARD GREAT RM.211 SF HARD KITCHEN 146 SF HARD P.38 SF HARD POWDER 31 SF HARD UPPER FLOOR BATH 40 SF HARD BDRM.2 147 SF CRPT BDRM.3 124 SF CRPT L.52 SF HARD LOFT 202 SF CRPT P.BATH 114 SF HARD PRIMARY 204 SF CRPT W.I.C.106 SF CRPT DOOR SCHEDULE - UNFINISHED QTY DOOR SIZE COMMENTS BASEMENT 1 2468 MAIN FLOOR 1 16070 OHGD0 OVERHEAD GARAGE DOOR 2 2468 1 2668 1 3068 SC ENTRY DOOR 1 2868 INSUL w/CLOSER 20 MIN RATED W/CLOSER 1 2-2068 DOUBLE DOOR 1 6068 SGD SLIDING GLASS DOOR UPPER FLOOR 1 2868 1 2668 PKT POCKET DOOR 4 2468 3 2668 2 4068 BP BI-PASS DOOR ESTIMATED WOOD WALLS - UNFINISHED MATERIAL LINEAL FEET Exterior WOOD STUD - 2X4 272'-7" WOOD STUD - 2X6 82'-5" Interior WOOD STUD - 2X4 257'-9" WOOD STUD - 2X6 64'-1" ESTIMATED MATERIAL TAKEOFFS - UNFINISHED MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"587 SF GYPSUM WALL BOARD - 5/8"1592 SF Floors FLOOR SHEATHING - 3/4"1782 SF Roofs ASPHALT SHINGLES 1837 SF EXTERIOR SHEATHING - 1/2"1822 SF ROOF UNDERLAYMENT 1822 SF Walls EXTERIOR SHEATHING - 1/2"2995 SF GYPSUM WALL BOARD - 1/2"7200 SF GYPSUM WALL BOARD - 5/8"269 SF HOUSE WRAP / VAPOR RETARDER 3014 SF 319 WINDOW SIZES SHOWN ON PLANS ARE NOMINAL SIZE - ACTUAL WINDOW ROUGH OPENING TO BE VERIFIED PER MFGR. ROUGH OPENINGS OF FIREPLACES SHOWN ON PLANS TO BE VERIFIED BY OTHERS AND ROUTE FLUES PER MFGR. CABINETS SHOWN ON PLANS DESIGNED BY OTHERS AND TO BE VERIFIED PER MFGR. ALL STRUCTURE SHOWN IS SCHEMATIC ONLY AND TO BE DESIGNED AND ENGINEERED BY TRUSS MFGR OR BY OTHERS. SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. SC THE SYMBOL INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. VERIFY FOUNDATION ELEVATIONS FOR STEP DOWNS PER GRADE. PLANS ARE CONCEPTUAL, ADJUST AS REQ. ALL STRUCTURAL CONCRETE PIER PADS TO BE SIZED AND VERIFIED BY OTHERS. PLACE BASEMENT WINDOW HEADERS IN RIM AS REQUIRED PER WINDOW HD HT AND GRADE. ENGINEERED LUMBER SHALL BE USED IN THE FOLLOWING WALLS: WALLS SUPPORTING VAULTED AND 2-STORY CEILINGS, WALLS CONTAINING POCKET DOORS, ANY TILED WALLS, & WALLS SUPPORTING BAR & KITCHEN CABINETS BUT NOT BATHROOM VANITIES. VERIFY ALL LOCATIONS W/ BUILDER. 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. 4068 BP 4068 BP 26 6 8 26 6 8 24 6 8 24 6 8 2468 2468 26 6 8 28 6 8 36V 36V PRIMARY 8-0 CLG. CRPT L. 8-0 CLG. HARD W.I.C. 8-0 CLG. CRPT LOFT 8-0 CLG. CRPT BDRM.3 8-0 CLG. CRPT BDRM.2 8-0 CLG. CRPT OPEN TO BELOW 30 V 12'-0"10'-4"9'-8" 32'-0" 42 ' - 0 " 2' - 0 " 32'-0" 44 ' - 0 " 13 ' - 0 " 31 ' - 0 " 22 " X 3 0 " AT T I C A C C E S S 2-0 X 2-0 FX (6'-11 1/2" HD HT) (TYPICAL OF 3) 6-0 X 5-0 SH (6'-11 1/2" HD HT) 3-0 X 5-0 SH (6'-11 1/2" HD HT) WALL LINE BELOW 2-6 X 3-0 SH (6'-11 1/2" HD HT) 6-0 X 5-0 SH (6'-11 1/2" HD HT) W/D 44 ' - 0 " 52 RO O F T R U S S E S 24 " O . C . A B O V E DN 16R PL A T F O R M - H T . + / - 1 0 ’-8 ” FR O M M A I N F L O O R VE R I F Y P E R B U I L D E R R/SR/S GIRDER TRUSS 03 ROOF TRUSSES 24" O.C. ABOVE 6'-9"6'-5 1/2"12'-8"2'-2"3'-11 1/2" 13'-2 1/2"18'-9 1/2" 3'-1" MIN. 4' - 2 " 2X6 PLUMBING WALL 3' - 4 " 29 36" X 60" F.G. SHOWER 4'-5 1/2"2'-0" R/S R/S 2X 6 W A L L 26 6 8 P K T 3 3/4"4'-4"23 44 16 ' - 2 1 / 2 " 14 ' - 9 1 / 2 " 7'-1"4'-9 1/2"1'-4"5'-9"7'-5"5'-7 1/2" 3'-11 1/2"6'-2"4'-4 1/2"1'-8"3'-11 1/2" 11 ' - 6 " 2' - 5 " 6'-0 1/2" 7' - 2 " 7' - 6 " 1' - 6 1 / 2 " 8' - 3 " 3' - 7 1 / 2 " 13 ' - 1 1 " 3'-3 1/2" 4' - 3 1 / 2 " 7' - 7 " 2' - 5 " 13 ' - 6 " 5'-2"5'-2"4'-8"5'-0" 3'-5"2'-9"2'-9"3'-1" HARD CRPT HARDCRPT 6' - 2 " 10 ' - 0 1 / 2 " 2' - 1 1 " 3 A5.1 4 A5.1 45 HA R D CR P T HA R D CR P T HA R D CR P T 5- 0 X 1 - 0 F X (6 ' - 1 1 1 / 2 " H D H T ) 8' - 3 " 7' - 1 1 1 / 2 " 5' - 1 0 " 8' - 1 " 1' - 8 " 1 ' - 1 1 1 / 2 " 5- 0 X 1 - 0 F X (6 ' - 1 1 1 / 2 " H D H T ) 2-0 X 2-0 FX (6'-11 1/2" HD HT) 2X6 EXTERIOR WALL 9'-3"3'-4" SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 NT / SP Destiny Homes UPPER FLOOR A3.1 12. 01. 25 1/4" = 1'-0"1 UPPER FLOOR AREA SCHEDULE - BASEMENT UNFINISHED MAIN FLOOR 793 SF UPPER FLOOR 1080 SF LIVING AREA TOTAL:1872 SF BASEMENT - FINISHED 0 SF BASEMENT - UNFINISHED 803 SF GARAGE 459 SF OTHER AREA TOTAL:1262 SF BUILDING AREA TOTAL:3135 SF WINDOW SCHEDULE QTY TYPE HEAD HEIGHT EGRESS NOTES BASEMENT 2 4-0 X 4-0 SL 7'-6"MEETS EGRESS* VERIFY SILL HT MAIN FLOOR 1 6-0 X 5-0 SH 7'-11 1/2" MEETS EGRESS 1 2-6 X 3-6 SH 7'-2" 1 2-0 X 2-0 FX 6'-11 1/2" FIXED 2 3-0 X 5-0 FX 7'-11 1/2" FIXED UPPER FLOOR 1 3-0 X 5-0 SH 6'-11 1/2" MEETS EGRESS 1 2-6 X 3-0 SH 6'-11 1/2" 2 6-0 X 5-0 SH 6'-11 1/2" MEETS EGRESS 4 2-0 X 2-0 FX 6'-11 1/2" FIXED 2 5-0 X 1-0 FX 6'-11 1/2" FIXED KEYNOTE LEGEND NUMBER NOTE 03 7-0 HD.HT. 23 TUB/SHOWER 29 36" X 60" FIBERGLASS SHOWER 44 LOW WALL w/WOOD CAP +38" AFF 45 WASHER TO BE ON LEFT SIDE OF DRYER WHEN FACING APPLIANCES 52 HVAC CHASE TO ATTIC. ADJUST FLOOR AND ROOF LAYOUT AS REQUIRED ESTIMATED STRUCTURE TYPE COUNT LENGTH BEAM (DROPPED)3 14'-11 1/4" BEAM (FLUSH)5 28'-2 3/4" GIRDER TRUSS 1 19'-11" HEADER 3 10'-5 3/4" LVL BEAM (DROPPED)1 12'-3 1/2" LVL HEADER 2 23'-5 1/2" STEEL BEAM (DROPPED)1 19'-11" FLOORING SCHEDULE - UNFINISHED ROOM AREA FLOOR FINISH BASEMENT BASEMENT 698 SF 4" CONCRETE SLAB MAIN FLOOR DINETTE 128 SF HARD DROP 32 SF HARD ENTRY 42 SF HARD GREAT RM.211 SF HARD KITCHEN 146 SF HARD P.38 SF HARD POWDER 31 SF HARD UPPER FLOOR BATH 40 SF HARD BDRM.2 147 SF CRPT BDRM.3 124 SF CRPT L.52 SF HARD LOFT 202 SF CRPT P.BATH 114 SF HARD PRIMARY 204 SF CRPT W.I.C.106 SF CRPT DOOR SCHEDULE - UNFINISHED QTY DOOR SIZE COMMENTS BASEMENT 1 2468 MAIN FLOOR 1 16070 OHGD0 OVERHEAD GARAGE DOOR 2 2468 1 2668 1 3068 SC ENTRY DOOR 1 2868 INSUL w/CLOSER 20 MIN RATED W/CLOSER 1 2-2068 DOUBLE DOOR 1 6068 SGD SLIDING GLASS DOOR UPPER FLOOR 1 2868 1 2668 PKT POCKET DOOR 4 2468 3 2668 2 4068 BP BI-PASS DOOR ESTIMATED WOOD WALLS - UNFINISHED MATERIAL LINEAL FEET Exterior WOOD STUD - 2X4 272'-7" WOOD STUD - 2X6 82'-5" Interior WOOD STUD - 2X4 257'-9" WOOD STUD - 2X6 64'-1" ESTIMATED MATERIAL TAKEOFFS - UNFINISHED MATERIAL AREA Ceilings GYPSUM WALL BOARD - 1/2"587 SF GYPSUM WALL BOARD - 5/8"1592 SF Floors FLOOR SHEATHING - 3/4"1782 SF Roofs ASPHALT SHINGLES 1837 SF EXTERIOR SHEATHING - 1/2"1822 SF ROOF UNDERLAYMENT 1822 SF Walls EXTERIOR SHEATHING - 1/2"2995 SF GYPSUM WALL BOARD - 1/2"7200 SF GYPSUM WALL BOARD - 5/8"269 SF HOUSE WRAP / VAPOR RETARDER 3014 SF 320 MAIN FLOOR MAIN FLOOR T.O.FOUNDATIONT.O.FOUNDATION MAIN PLATE MAIN PLATE UPPER FLOORUPPER FLOOR COMPOSITE LAP SIDING 5/4x6 COMPOSITE WINDOW/DOOR TRIM (FRONT ELEVATION ONLY) ASPHALT SHINGLES 5/4x6 COMPOSITE TRIM CORNER BD. 9' - 1 1 / 8 " UPPER PLATE UPPER PLATE 8' - 1 1 / 8 " 8' - 1 1 / 8 " 9' - 1 1 / 8 " PROVIDE METAL FLASHING AS REQUIRED VERIFY ALL EXTERIOR DOOR STYLES PER BUILDER STONE VENEER w/CUT STONE CAP 6' - 1 1 1 / 2 " 6 12 +/ - 3 ' - 0 " 8" X 8" COMPOSITE WRAPPED COLUMN 6' - 1 1 1 / 2 " STONE HOUSE #'S WALL SHEATHING ON ALL ELEVATIONS SHALL BE 1/2" O.S.B., U.N.O. WINDOWS SO NOTED MEET OR EXCEED APPLICABLE EGRESS REQUIREMENTS 1x3 COMPOSITE TRIM SHINGLE MOULD OVER 1x8 COMPOSITE TRIM FASCIA 5/4x6 COMPOSITE FRIEZE TRIM (FRONT ELEVATION ONLY) 2-1x8 COMPOSITE BAND BD. COMPOSITE SHAKE SHINGLES BOARD & BATTEN COMPOSITE SIDING MAIN FLOORMAIN FLOOR T.O.FOUNDATIONT.O.FOUNDATION MAIN PLATEMAIN PLATE UPPER FLOORUPPER FLOOR 9' - 1 1 / 8 " UPPER PLATEUPPER PLATE 8' - 1 1 / 8 " 8' - 1 1 / 8 " 9' - 1 1 / 8 " 6 12 6 12 6 12 VERIFY GUARDRAIL STYLE PER BUILDER 6 12 6' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " MAIN FLOORMAIN FLOOR T.O.FOUNDATIONT.O.FOUNDATION MAIN PLATEMAIN PLATE UPPER FLOORUPPER FLOOR 9' - 1 1 / 8 " UPPER PLATEUPPER PLATE 8' - 1 1 / 8 " 8' - 1 1 / 8 " 9' - 1 1 / 8 " VERIFY GUARDRAIL STYLE PER BUILDER 6 12 6 12 6' - 1 1 1 / 2 " MAIN FLOORMAIN FLOOR T.O.FOUNDATIONT.O.FOUNDATION MAIN PLATEMAIN PLATE UPPER FLOORUPPER FLOOR 9' - 1 1 / 8 " UPPER PLATEUPPER PLATE 8' - 1 1 / 8 " 8' - 1 1 / 8 " 9' - 1 1 / 8 " 7' - 1 1 1 / 2 " 6' - 1 1 1 / 2 " (S I L L H T . ) 3' - 8 " 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. WALL SHEATHING ON ALL ELEVATIONS SHALL BE EXTERIOR GRADE 1/2" OSB, UNO. VERIFY ALL EXTERIOR DOOR STYLES WITH BUILDER. GUTTERS AND DOWNSPOUTS NOT SHOWN FOR CLARITY. ALL WINDOW HEAD HEIGHTS ARE 7' - 11 1/2", UNO. WINDOWS SO NOTED MEET OR EXCEED APPLICABLE EGRESS REQUIREMENTS. 1/4" = 1'-0"1 FRONT ELEVATION 1/8" = 1'-0"2 RIGHT ELEVATION 1/8" = 1'-0"3 LEFT ELEVATION 1/8" = 1'-0"4 REAR ELEVATION ESTIMATED MATERIALS MATERIAL TYPE MATERIAL SF MATERIAL % MATERIAL ELEVATION Lap Siding - 8"2462 SF 100.0% 18" Board & Batten 162 SF 37.4%Front Lap Siding - 8"161 SF 37.2%Front Shake Material - Staggered 75 SF 17.3%Front Stone Veneer 35 SF 8.1%Front PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 NT / SP Destiny Homes EXTERIOR ELEVATIONS A4.1 12. 01. 25 321 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. FLOOR FINISH LEGEND CRPT HARD PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 NT / SP Destiny Homes EXTERIOR VIEWS, FINISH PLANS A4.2 12. 01. 25 1/8" = 1'-0"2 BASEMENT FINISH PLAN 1/8" = 1'-0"3 MAIN FLOOR FINISH PLAN 1/8" = 1'-0"4 UPPER FLOOR FINISH PLAN 1/8" = 1'-0"1 BASEMENT UNFINISH PLAN FLOOR FINISH SCHEDULE FLOOR FINISH AREA BASEMENT 4" CONCRETE SLAB 4" CONCRETE SLAB 56 SF CRPT CRPT 497 SF HARD HARD 43 SF MAIN FLOOR HARD HARD 627 SF UPPER FLOOR CRPT CRPT 783 SF HARD HARD 206 SF Grand total: 20 2212 SF 322 6: 1 2 6: 1 2 6: 1 2 6:126:12 (TYP., U.N.O.) 1'-0" RAKE (T Y P . , U . N . O . ) 2' - 0 " E A V E ROOF VENT-PROVIDE 10"X10" CLEAR OPENING TO ATTIC SPACE (TYP.) 6:12 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. PROVIDE SELF-ADHERING POLYMER MODIFIED BITUMEN ICE MAT FROM EDGE OF EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE. ROOF GUTTERS AND DOWNSPOUTS ARE CONCEPTUAL ONLY - VERIFY LOCATIONS PER BLDR. VERIFY ROOF VENT TYPES BY BUILDER. ROOFING CONTR RESPONSIBLE FOR ADEQUATE VENTILATION PER CODE. FINAL ROOF DESIGN BY TRUSS MFGR. GIRDER TRUSS, SUPPORTS AND POINT LOADS PROVIDED BY TRUSS MFGR. ADJUST HEEL HEIGHTS AS REQUIRED TO MAINTAIN CONSISTENT EAVE OVERHANGS. EAVE AND RAKE OVERHANGS NOTED ARE FINISHED DIMENSIONS. ASPHALT SHINGLES SHALL BE USED ONLY ON ROOFS SLOPED 2:12 OR GREATER PER IRC R 905.2.2, VERIFY MANUFACTURERS REQUIREMENTS BEFORE INSTALLATION. MEMBRANE ROOFING SHALL BE USED ON ROOFS SLOPED LESS THAN 2:12 PER IRC R 905.2.2. ROOFS SLOPED 2:12 TO 4:12 REQUIRE A DOUBLE LAYER OF UNDERLAYMENT PER IRC R905.1.1. A 19" STRIP IS APPLIED AT AND PARALLEL TO THE EAVE EDGE. THEN STARTING AT THE EAVE EDGE APPLY 36" SHEETS OF UNDERLAYMENT OVERLAPPING THE PERVIOUS SHEET BY 19". END LAPS SHALL BE 4" AND OFFSET BY 6'-0" PER IBC R905.1.1 MIN. TREAD DEPTH: 10" MAX. RISER HEIGHT: 7 3/4" MIN. HEADROOM: 6'-8" MAX. VARIANCE: 3/8" HANDRAIL HEIGHTS: 34" TO 38" HANDRAILS MAY ENCROACH WIDTH OF STAIRS BY 4 1/2" MAX HANDRAILS MAX CROSS SECTION = 2 5/8" HANDRAILS REQ'D ALONG STAIRS W/ 2 OR MORE TREADS SQUARE FOOTAGE ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY AMOUNTS. NO WASTE FACTOR IS INCLUDED. ELECTRIC FIREPLACE ROUGH OPENING 47"x21 3/8". GAS FIREPLACE ROUGH OPENING 42"x36". FRAMER TO VERIFY TYPE & R.O. PER BUILDER ELECTRIC FIREPLACE GYP. BD. +0" WOOD MANTEL GYP. BD. +8" +12" ELECTRIC FIREPLACE MODEL MFE5048 GYP. BD. +8" +12" WOOD HEARTH 6'-6" 1' - 0 " 4 " 2' - 8 " 4" 4' - 4 " 6'-6" 8" 4 " 3'-10 7/8" 6 1 / 8 " 5 7/8" 1/4" 1' - 9 3 / 8 " 1' - 0 " 4'-2 3/8" 3'-9 1/4" MAIN FLOORMAIN FLOOR BASEMENTBASEMENT UPPER FLOORUPPER FLOOR UPPER PLATEUPPER PLATE 4 A5.1 4 E Q U A L R I S E R S = 2' - 6 7 / 1 6 " 8 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 5 ' - 0 7 / 8 " 4 E Q U A L R I S E R S = 2' - 6 7 / 1 6 " 4 E Q U A L R I S E R S = 2' - 6 5 / 1 6 " 8 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 5 ' - 0 5 / 8 " 2 E Q U A L R I S E R S = 1' - 3 3 / 1 6 " 16 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 1 0 ' - 1 3 / 4 " 14 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 8 ' - 1 0 1 / 8 " TO P O F F R A M I N G 3' - 2 " 3/4" OSB TREADS (TYP.) 1/4" OSB RISERS (TYP.) 2x12 STRINGER (3 THUS, TYP.) CONT. 2x4 SPACER BETWEEN OUTSIDE OF STRINGER AND ADJOINING WALLS (TYP.) HANDRAIL BEHIND (VERIFY STYLE) 2X LANDING PLATFORM - HT. +/-10'-8" VERIFY PER BUILDER 4'-1" LANDING7 EQUAL TREADS (@10" MIN. CLEAR) = 5'-10"3'-10 1/2" LANDING 4'-1" LANDING7 EQUAL TREADS (@10" MIN. CLEAR) = 5'-10"4'-1" LANDING 2X LANDING 1" NOSING10" 7 5 / 8 " 3' - 2 " ( M A X . ) 2' - 1 0 " ( M I N . ) 2X LANDING 2X LANDING 6' - 8 " ( M I N . C L E A R H D . T H . ) 7 9 / 1 6 " 10"1" NOSING 3' - 2 " ( M A X . ) 2' - 1 0 " ( M I N . ) MAIN FLOORMAIN FLOOR BASEMENTBASEMENT UPPER FLOORUPPER FLOOR UPPER PLATEUPPER PLATE 3 A5.1 4 E Q U A L R I S E R S = 2' - 6 7 / 1 6 " 8 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 5 ' - 0 7 / 8 " 4 E Q U A L R I S E R S = 2' - 6 7 / 1 6 " 4 E Q U A L R I S E R S = 2' - 6 5 / 1 6 " 8 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 5 ' - 0 5 / 8 " 2 E Q U A L R I S E R S = 1' - 3 3 / 1 6 " 16 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 1 0 ' - 1 3 / 4 " 14 E Q U A L R I S E R S ( @ 7 3 / 4 " M A X . ) = 8 ' - 1 0 1 / 8 " 3/4" OSB TREADS (TYP.) 1/4" OSB RISERS (TYP.) 2x12 STRINGER (3 THUS, TYP.) CONT. 2x4 SPACER BETWEEN OUTSIDE OF STRINGER AND ADJOINING WALLS (TYP.) 2X THRUST BLOCK (ANCHOR TO LANDING) 2X LANDING LOW WALL W/WOOD CAP TO P O F W A L L F R A M I N G 3' - 2 " 2X LANDING PLATFORM - HT. +/-10'-8" VERIFY PER BUILDER HANDRAIL BEYOND (VERIFY STYLE) 3 TREADS = 2'-6" 7 5 / 8 " 10" 1 TREAD = 10" 3'-9" LANDING 7 9 / 1 6 " 10" 6' - 8 " ( M I N . C L E A R H D . H T . ) HANDRAIL BEHIND (VERIFY STYLE) 1/8" = 1'-0"1 ROOF PLAN ESTIMATED ROOF VENTS ATTIC ZONE AREA NUMBER OF ROOF VENTS - 50 NFA REQUIRED RIDGE VENTING (FEET) - 11 NFA ATTIC AREA 1252 SF 7 27' VERIFY ROOF VENT TYPES BY BUILDER. ROOFING CONTR. RESPONSIBLE FOR ADEQUATE VENTILATION PER CODE. PROVIDE 10"X10" CLEAR OPENING TO ATTIC SPACE FOR BOX VENTS. PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 NT / SP Destiny Homes ROOF PLAN, STAIR SECTION, FIREPLACE ELEVATION A5.1 12. 01. 25 1/2" = 1'-0"2 FIREPLACE DETAIL ESTIMATED ROOFING MATERIAL AREA ASPHALT SHINGLES 1837 SF EXTERIOR SHEATHING - 1/2"1822 SF ROOF UNDERLAYMENT 1822 SF 1/2" = 1'-0"3 STAIR SECTION A 1/2" = 1'-0"4 STAIR SECTION B 323 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. COMPOSITE TRIM SOFFIT SIDING ROOF SHEATHING 2x6 BLOCKING, 24"o.c. TYPICAL RAKE OVERHANG (VERIFY w/ROOF PLAN) 1x COMPOSITE FASCIA BOARD SEE ELEVATIONS 5/4X COMPOSITE TRIM BOARD GABLE END TRUSS/RAFTER OR GABLE END FRAMING EXTERIOR WALL SHEATHING 1x SHADOW BOARD VARIES DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. 2x BACKING DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. TYPICAL EAVE OVERHANG (VERIFY W/ROOF PLAN) COMPOSITE SIDING INSTALLED PER MFR. SEE ELEVATION FOR TYPE COMPOSITE TRIM BD. VERIFY w/ ELEVATION FOR SIZE AND LOCATION VENTED COMPOSITE SOFFIT PANEL EXTERIOR WALL SHEATHING 1x COMPOSITE FASCIA BOARD SEE ELEVATION 2x BACKING METAL DRIP EDGE ROOF SHEATHNG CEILING INSULATION PER CODE VENTILATION BAFFLE IN EA. TRUSS BAY (MAINTAIN 1" AIR SPACE MIN.) 2x6 STRETCHER NAILED & GLUED TO TRUSS TAILS EXTENDED PASSED EXTERIOR WALL FOR ADDITIONAL SUPPORT VARIES DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. TYPICAL EAVE OVERHANG (VERIFY w/ROOF PLAN) EXTERIOR WALL SHEATHING CEILING INSULATION PER CODE ROOF SHEATHING DRIP EDGE VENTED COMPOSITE TRIM SOFFIT VENTILATION BAFFLE EACH TRUSS BAY (MAINTAIN 1" AIR SPACE MIN.) 5/4X COMPOSITE TRIM BOARD (FRONT ELEVATION ONLY, U.N.O.) SIDING TRIM PER SIDING MFR. 1x COMPOSITE FASCIA BOARD SEE ELEVATION VARIES GABLE END TRUSS/RAFTER OR GABLE END FRAMING DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. EXTERIOR WALL SHEATHING VERIFY W/ ELEV. 5" COMPOSITE SIDING INSTALLED PER MFR. SEE ELEVATION FOR TYPE 6 1 / 2 " CAULKING EXTERIOR FLASHING TAPE 2-2X6 W/ 2x BLOCKING WRAPPED W/ COMPOSITE SHEATHING. FLASHING FOR A WATER TIGHT APPLICATION CAULKING EXTERIOR FLASHING TAPE AS REQ W/ FLASHING DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. 5/4" x 6" COMPOSITE CORNER BOARD. SEE ELEVATION 2-2x SIDING SUPPORT NAILER REQUIRED w/COMPOSTITE CORNER TRIM ONLY TRIMMER & STUD AT WINDOW WHERE OCCURING (SEE PLAN) EXTERIOR WALL SHEATHING COMPOSITE SIDING SEE ELEVATIONS WALL INSULATION PER CODE 2x STUD GABLE END TRUSS/RAFTER OR GABLE END FRAMING 2x4 TOP PLATE 2x4 SPACER CONTINUOUS 2-2x10 HEADER* 2-2x12 HEADER* C 2-LVL HEADER* B A 2x10 2x4 DOUBLE PLATE 2x4 TOP PLATE 2x12 7/16" O.S.B. FLITCH PLATE FULL HEIGHT & WIDTH CONTINUOUS 2x4 DOUBLE PLATE 2x4 TOP PLATE 2x4 DOUBLE PLATE LVL SIZED PER PLAN *SEE PLAN FOR HEADER LENGTH ADD BLOCKING BETWEEN HEADER AND WALL PLATES AS REQUIRED TO MAINTAIN HEADER HEIGHTS AS NOTED ON PLANS ADDITIONAL PLIES REQUIRED FOR THICKER WALLS WILL BE NOTED ON PLANS 7/16" O.S.B. FLITCH PLATE FULL HEIGHT & WIDTH CONTINUOUS MAIN FLOOR MAIN FLOOR PLATE UPPER FLOOR NOTE #1F NOTE #1A CEILING INSULATION WALL INSULATION VERIFY FLOOR JOIST W/ PLAN NOTE #1C 4 MIL SIDING OVER TYVEK HOUSEWRAP OR EQ. INFILTRATION BARRIER 2x TREATED SILL PLATE OVER SILL SEALER GRADE - SLOPE AWAY FROM FOUNDATION 1/2"∅ x 12" ANCHOR BOLTS, 6'-0"o.c. OR SIMPSON MA6 ANCHOR STRAPS, 32"o.c. CONCRETE FOUNDATION WALL 1-#4 HORIZONTAL, CONTINUOUS TOP, MIDDLE & BOTTOM, TYPICAL TOP OF FOUNDATION UPPER FLOOR PLATE TOP OF FOOTING NOTE #1F CONCRETE FLOOR NOTE #1E EXTERIOR WALL SHEATHING NOTE #1B SEE ELEVATION FOR ADDITIONAL INFORMATION DOWELS - FOUNDATION INSULATION#4 x 2'-0", 6'-0"o.c. RIM JOIST RIM JOIST PERFORATED FOOTING FORM PAINTED ABOVE GRADE 8" TYP. 6" M I N . PERFORATED FTG FORM CONTINUOUS CONCRETE FOOTING w/ 2 # 4 RE-BARS HORIZONTAL CONTINUOUSTYPICAL 1'-4" DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. SE E P L A N 8" SE E P L A N MI N H E E L H T SE E P L A N PROVIDE SELF-ADHERING POLYMER MODIFIED BITUMEN ICE MAT FROM EDGE OF EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE. MAIN FLOOR MAIN FLOOR PLATE NOTE #1A CEILING INSULATION NOTE #1C 4 MIL SIDING OVER TYVEK HOUSEWRAP OR EQ. INFILTRATION BARRIER 2x TREATED SILL PLATE OVER SILL SEALER GRADE - SLOPE AWAY FROM FOUNDATION 1/2"∅ x 12" ANCHOR BOLTS, 6'-0"o.c. OR SIMPSON MA6 ANCHOR STRAPS, 32"o.c. CONCRETE FOUNDATION WALL 1-#4 HORIZONTAL, CONTINUOUS TOP, MIDDLE & BOTTOM, TYPICAL TOP OF FOUNDATION TOP OF FOOTING NOTE #1F CONCRETE FLOOR NOTE #1E SEE ELEVATION FOR ADDITIONAL INFORMATION DOWELS - FOUNDATION INSULATION#4 x 2'-0", 6'-0"o.c. PERFORATED FTG FORM RIM JOIST PERFORATED FOOTING FORM PAINTED ABOVE GRADE CONTINUOUS CONCRETE FOOTING w/ 2 # 4 RE- BARS HORIZONTAL CONTINUOUS 8" TYP. 6" M I N . SE E P L A N 8" TYPICAL 1'-4" SE E P L A N MI N . H E E L H G T ( U . N . O . ) DETAIL SHOWN IS A TYPICAL DETAIL ONLY. EXTERIOR ELEVATIONS AND FLOOR PLANS SUPERSEDE DETAILS AND ANY DISCREPANCIES SHOULD BE VERIFIED PER BUILDER. NOTE #1B PROVIDE SELF-ADHERING POLYMER MODIFIED BITUMEN ICE MAT FROM EDGE OF EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE. PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 NT Destiny Homes DETAILS D1 12. 01. 25 1 1/2" = 1'-0" RAKE DETAIL, TYP UNO 1 1/2" = 1'-0" SLOPED EAVE DETAIL, TYP UNO 1 1/2" = 1'-0" EAVE DETAIL, TYP UNO 1 1/2" = 1'-0" VALANCE DETAIL, TYP UNO 1 1/2" = 1'-0" EXTERIOR CORNER DETAIL, TYP 1 1/2" = 1'-0" HEADER TYPES 3/4" = 1'-0" TYP. 2-STORY WALL SECTION 3/4" = 1'-0" TYP. RANCH WALL SECTION 324 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. 1 BRACING METHOD CS-PF 2 CS-END CONDITIONS 3 BRACED WALL PANEL CONNECTION PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 NT / SP Destiny Homes DETAILS D2 12. 01. 25 325 BEAM NOTCH POST 5 1/2" MIN. (2) 1/2" DIAMETER THROUGH BOLTS WITH WASHERS APPROVED POST CAP AS REQ. BY CODE APPROVED POST-TO- BASE CONNECTOR CONCRETE FOOTING POST 1'-0" MINIMUM MI N . 4 2 " B E L O W G R A D E 12 +1 DECK POST BEAM 2 1/2" MIN. DECK POST POST-TO-FOOTING DETAIL NOTCHED POST POST CAP 2021 IRC FIGURE R507.5.1 DECK BEAM TO DECK POST 2" MIN. MA X . 5" 18" BETWEEN 2" M I N . LAG SCREW OR BOLT STAGGER FASTENERS IN 2 ROWS LEDGER SE E N O T E S 3/ 4 " M I N . 5.5" MIN. FOR 2X8* 6.5" MIN. FOR 2X10 7.5" MIN. FOR 2X12 *DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACHE 2X8 LEDGERS TO 2X8 BAND JOISTS. 2021 IRC FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS DECK POST HEIGHT DECK POST SIZE DECK POST HEIGHT 4 X 4 4 X 6 6 X 6 8 X 8 6 - 9 (C) 8 14 14 (C) THE MAX. PERMITTED HEIGHT IS 8 FEET FOR ONE- PLY AND TWO-PLY BEAMS. THE MAX. HEIGHT FOR THREE-PLY BEAMS ON POST CAPS 6 FEET 9 INCHES. SHEATHING SIDING CONTINUOUS FLASING W/ DRIP EDGE APPROVED JOIST HANGERS 2X LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 HOLD-DOWN DEVICE MIN 750LB. CAPACITY AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED 3/8" DIAMETER LAG SCREW PREDRILLED W/ MIN. 3" PENETRATION TO CENTER OF TOP PLATE, STUDS OR HEADER. NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. DECKING 2021 IRC FIGURE R507.9.1.2(2) DECK ATTACHMENT FOR LATERAL LOADS LEDGER APPROVED JOIST HANGER DECK JOIST @ CORNER JOIST-TO-LEDGER DETAIL 1'-4" O.C.1'-4" O.C. JOIST MECHANICAL FASTENER OR HURRICANE CLIP BEAM JOIST-TO-BEAM DETAIL (MAX.) 4" 3/4" X 3/4" CHAMFER (TYP.) ELEVATIONGUARDRAIL DETAIL ANCHOR BALUSERS TO RIM JOISTS 2X RIM JOIST ATTACHED TO END OF EACH JOIST W/(3) 16D GALVANIZED 2X TREATED BLOCKING 2X2 BALUSTERS SPACED 5 1/2" O.C. MAX. ACHOR BALUSTERS TO RAIL 2X6 RAIL 2X6 TOP RAIL 1" 3'-0" MIN. STAIR WIDTH P.T. 4X4 POST (2) 1/2" DIAMETER THROUGH-BOLTS WITH WASHERS RIM BOARD APPROVED ANGLED JOIST HANGER P.T. 2X12 STRINGER (3 THUS) P.T. 2X12 TREADS P.1. 1X RISERS 4" MAX. 10" MIN. 1" NOSING GU A R D R A I L H G T . 3' - 0 " 7 3 / 4 " M A X . HANDRAIL HGT. 2' - 1 0 " 42 " M I N . MIN. 1'-0" 1. TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON 30# FELT (U.O.N.) 1/2" OSB ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. SLOPE AS NOTED ON ROOF PLANS B. CEILING: FRAMING 16" O.C. = 1/2" GYPSUM WALL BOARD FRAMING 24" O.C. = 5/8" GYPSUM WALL BOARD C. EXTERIOR SIDING WALL CONSTRUCTION: SIDING (AS NOTED ON ELEVATIONS) ON HOUSE WRAP ON EXTERIOR WALL SHEATHING AS NOTED BELOW: 1/2" OSB SHEATHING ON ALL ELEVATIONS INTERIOR: 1/2" GYPSUM WALL BOARD D. EXTERIOR MASONRY WALL CONSTRUCTION: STONE VENEER w/ HOUSE WRAP ON 1/2" PLYWOOD WALL SHEATHING INTERIOR: 1/2" GYPSUM WALL BOARD E. BASEMENT AND GARAGE FLOOR CONSTRUCTION: 4" CONCRETE SLAB (MIN) ON 6 MIL POLY VAPOR BARRIER ON COMPACTED STRUCTURAL FILL F. FRAME FLOOR CONSTRUCTION: FINISH FLOOR (AS NOTED ON FLOOR PLANS) ON 3/4" T/G FLOOR SHEATHING ON FLOOR FRAMING AS CALLED OUT ON FLOOR PLANS. (SPACING AS NOTED ON FLOOR PLANS) CEILING: 5/8" GYPSUM WALL BOARD FRAMING 24" O.C. : 5/8" GYPSUM WALL BOARD FRAMING 16" O.C. : 1/2" GYPSUM WALL BOARD 2. WINDOWS: ROUGH OPENING OF WINDOWS TO BE NOTED IN FT./IN. ON FLOOR PLANS, U.O.N. (BUILDER TO DETERMINED R.O. SIZES FROM MANUFACTURE) A. CASEMENT WINDOWS: WINDOW HINGE NOTED ON EXTERIOR ELEVATION. NOTED ON PLANS AS CSMT B. SLIDING WINDOWS: NOTED ON PLANS AS SL C. SINGLE HUNG WINDOWS: NOTED ON PLANS AS SH D. DOUBLE HUNG WINDOWS: NOTED ON PLANS AS DH E. FIXED WINDOWS: NOTED ON PLANS AS FX 3. DOORS: DOOR SIZES NOTED ON FLOOR PLANS IN FT./IN. TYPICAL HEAD HEIGHT FOR DOORS TO BE 6'-11" (U.O.N.) A. WOOD JAMBS AND CASING: HINGED DOOR ROUGH OPENING TO BE MIN. 2" WIDER THEN DOOR SIZE NOTED ON PLANS. BI-FOLD DOOR (BF) ROUGH OPENING TO BE MIN. 2 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. BI-PASS DOOR (BP) ROUGH OPENING TO BE 1" WIDER THAN DOOR SIZE NOTED ON PLANS. BARN (BN) SEE MANUFACTURER FOR ROUGH OPENING B. GYPSUM WALL BOARD OPENINGS. ROUGH OPENING FOR BI-PASS DOORS TO BE SAME AS DOOR SIZE NOTED ON PLANS. ROUGH OPENING FOR BI-FOLD DOORS TO BE 1 1/4" WIDER THAN DOOR SIZE NOTED ON PLANS. ALL EXTERIOR FRAME DIMENSIONS INCLUDES 1/2" THICK WALL SHEATHING ADJUST PLACEMENT OF FRAMING MEMBERS AS REQUIRED TO PROVIDE REQUIRED CLEARANCE FOR PLUMBING AND MECHANICAL SYSTEM HOLD ALL DOORS AND WINDOWS ROUGH OPENINGS 5" (MIN.) FROM INTERSECTING WALLS TO ALLOW FOR TRIM THE OWNER AND/OR CONTRACTOR OF THIS PLAN RELEASES ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS FROM ANY CLAIMS OR LAWSUITS AGAINST THAT MAY ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANY THEREAFTER. ADDITIONALLY, ALLER DESIGN GROUP LLC, ITS OFFICERS, OWNERS, EMPLOYEES, AND CONSULTANTS DO NOT ACCEPT ANY LIABILITY FOR THE ACCURACY OR OVERALL INTEGRITY OF THESE DOCUMENTS. THEREFORE THE OWNER AND/OR CONTRACTOR MUST CAREFULLY INSPECT ALL DIMENSIONS, STRUCTURE AND DETAILS IN THESE DOCUMENTS PRIOR TO CONSTRUCTION AND ASSUMES RESPONSIBILITY FOR THE SAME. TYPICAL NOTES: ALL STRUCTURE, INCLUDING FOOTINGS, FOUNDATION WALLS, PIER PADS, HEADERS, AND BEAMS IS SCHEMATIC ONLY AND TO BE SIZED BY OTHERS. ANY STRUCTURAL SIZE NOTES WERE NOT ENGINEERED OR SIZED BY ALLER DESIGN GROUP LLC, ITS OWNER, OR EMPLOYEES BUT WAS PROVIDED BY OTHERS AND IS THE RESPONSIBILITY OF THE BUILDER. 1 DECK DETAILS PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 NT / SP Destiny Homes DETAILS D3 12. 01. 25 326 FURNACE W.H.SUMP P.C. TO SWITCH ABOVE PASSIVE RADON SYSTEM w/OUTLET IN ATTIC GFI +48" DEDICATED OUTLET 3 P.C. SC P.C.P.C. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETWP GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETGFI HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED LIGHT FIXTURE E-STAR COMPLIANT FLUORESCENT LIGHT FIXTUREES WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE RECESSED ADJ. EYEBALL LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE WITH PULL CHAINPC TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENEROHGD CHIMESCHIMES PUSH BUTTONPB COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER. ELEC. PLAN MAY BE SHOWN REVERSED -IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. THE SYMBOL SC INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. PENDANT LIGHT FIXTUREPND ELECTRIC VEHICLE CHARGEREV 1 ELECTRICAL PLAN -BASEMENT -UNFINISHED PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 NT / SP Destiny Homes ELECTRICAL PLAN - BASEMENT - UNFINISHED E1 12. 01. 25 327 ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETWP GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETGFI HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED LIGHT FIXTURE E-STAR COMPLIANT FLUORESCENT LIGHT FIXTUREES WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE RECESSED ADJ. EYEBALL LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE WITH PULL CHAINPC TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENEROHGD CHIMESCHIMES PUSH BUTTONPB COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER. ELEC. PLAN MAY BE SHOWN REVERSED -IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. THE SYMBOL SC INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. PENDANT LIGHT FIXTUREPND ELECTRIC VEHICLE CHARGEREV FURNACE W.H.SUMP P.C. TO SWITCH ABOVE C5 TV RJ45 PASSIVE RADON SYSTEM w/OUTLET IN ATTIC GFI +48" VENT TO EXTERIOR DEDICATED OUTLET GF I 3 3 3 3 3 P.C. SC SC SC SC PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 Author Destiny Homes ELECTRICAL PLAN - BASEMENT - FINISHED E2 12. 01. 25 1 ELECTRICAL PLAN -BASEMENT -FINISHED 328 PB PB TO CHIME GFI +48" TO LIGHT/ SWITCH BELOW REF +42" TO DISP 3 GFI WP FAN/LIGHT C5 TV RJ45 VENT TO EXTERIOR WATERLINE TO REF CH I M E EL E C T . R A N G E / M I C R O EL E C T R I C F . P . (V E R I F Y M O D E L & R . O . P E R B U I L D E R ) GFI +48" OHGD 3 22 0 V MI C R O GFIGFI TO PENDANT UPSTAIRS 3 3 33 3 3 TO LIGHT ABOVE 3 3 SC SC GF I DW GF I WP ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETWP GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETGFI HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED LIGHT FIXTURE E-STAR COMPLIANT FLUORESCENT LIGHT FIXTUREES WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE RECESSED ADJ. EYEBALL LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE WITH PULL CHAINPC TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENEROHGD CHIMESCHIMES PUSH BUTTONPB COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER. ELEC. PLAN MAY BE SHOWN REVERSED -IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. THE SYMBOL SC INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. PENDANT LIGHT FIXTUREPND ELECTRIC VEHICLE CHARGEREV 1 ELECTRICAL PLAN -MAIN FLOOR PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 NT / SP Destiny Homes ELECTRICAL PLAN - MAIN FLOOR E3 12. 01. 25 329 ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLETWP GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLETGFI HALF-SWITCHED DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH3 FOUR-WAY SWITCH4 RHEOSTAT SWITCHR CEILING MOUNTED LIGHT FIXTURE E-STAR COMPLIANT FLUORESCENT LIGHT FIXTUREES WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE RECESSED ADJ. EYEBALL LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE WITH PULL CHAINPC TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT (VENT TO EXTERIOR) OUTLET FOR GARAGE DOOR OPENEROHGD CHIMESCHIMES PUSH BUTTONPB COMBINATION SMOKE DETECTOR & CARBON MONOXIDE DETECTORSC TELEPHONEPH TELEVISIONTV SMART PANEL KEYPADKP CENTRAL VAC OUTLETV THERMOSTATT CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL PANEL +60" AFF WASHING MACHINE TO ALWAYS BE ON LEFT SIDE OF DRYER. ELEC. PLAN MAY BE SHOWN REVERSED -IT IS THE RESPONSIBILITY OF THE ELECTRICIAN TO INSTALL RECEPTACLES WITH WASHER ON THE LEFT & DRYER ON THE RIGHT SMOKE ALARMS SHALL COMPLY W/ NFPA 72 AND R314 OF IRC-2018. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL217 AND UL2034. THE SYMBOL SC INDICATES SMOKE ALARM, CARBON MONOXIDE ALARM OR COMBINATION SMOKE AND CARBON MONOXIDE ALARM. PENDANT LIGHT FIXTUREPND ELECTRIC VEHICLE CHARGEREV LIGHT/VENT TO EXTERIOR SC SC SCSC SC C5 TV RJ45 3 3 3 3 3 LI G H T / V E N T TO E X T E R I O R 3 PENDANT 33 TO SWITCH BELOW TO SWITCH BELOW 33 GF I GFI GF I 22 " X 3 0 " AT T I C A C C E S S OUTLET IN ATTIC FOR RADON SYSTEM SC VENT TO EXTERIOR 220V DRYER WASHER ON LEFT WASHER ON LEFT PROJECT NO. DRAWN ISSUE DATE © 2 0 2 5 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R Sa h a r a P l a n - E l e v a t i o n A - 2 C a r - G L - 2 x 4 W a l l s AD D R E S S R E Q U I R E D F O R P E R M I T 30232125 NT / SP Destiny Homes ELECTRICAL PLAN - UPPER FLOOR E4 12. 01. 25 1 ELECTRICAL PLAN -UPPER FLOOR 330 331 2026-089 Keystone Equity Group Supplier Response Event Information Number:2026-089 Title:Sale of Single-Family Market Rate Lot in Baker Subdivision Type:Request for Proposal Issue Date:2/27/2026 Deadline:3/31/2026 02:00 PM (CT) Notes:The City of Ames, Iowa, is seeking Request for Proposals (RFP) from Buyers with qualified, experienced single-family housing developers/builder(s) interested in the purchase of single-family lot(s) to construct single-family homes within the City-owned Baker Subdivision in West Ames (former Ames Middle School site). This subdivision is located in the City’s first Neighborhood Revitalization Strategy Area (NRSA), which allows for flexibility in the development of mixed-income housing units. Additionally, as a unique opportunity, this subdivision represents the City’s first geothermal residential development to address the City’s goals for creating more sustainable environments. Ames, like many communities across America, has a continuing need for more affordable housing for both low- and moderate-income and higher-income households. Using its Community Development Block Grant (CDBG) funding, the City of Ames purchased this 10+ acre infill site for the sole purpose of creating mixed-income housing options for the community. The area south of Tripp Street within this subdivision has been developed with both single-family homeownership units and multi- family townhome rental units. The area north of Tripp Street is now being made available to build single-family homes for market-rate homebuyers. Vendor: Keystone Equity Group 2026-089Page 1 of 5 pages 332 The interested Buyer may select to submit proposals to purchase between 1 to 6 of the following available Lots 9, 13, 14, 16, 17, 21, 22, 23, and 26 (see map included). A maximum of 6 total lots, regardless of the number of proposals received, are anticipated to be sold in 2026. The preferred method is to submit proposals in AmesBids at amesbids.ionwave.net in the format required, included with these proposal documents with all prices and requested data properly filled in, prior to the time and date proposals are due. If technical issues occur while submitting the proposal, contact the Purchasing Manager for the proposal and determine an alternate method to receive the proposal. Failure to submit the required information may deem the proposal non-responsive. The proposal shall include acknowledgement of receipt of all addenda. Addenda numbers shall be filled in the proposal response. PROPOSALS will be accepted by the City of Ames until 2:00 PM Local Time on March 31, 2026. Proposals are to be submitted via AmesBids. Once proposals have been thoroughly evaluated, the winning proposal will be presented to the approving authority for action thereon. A Pre-Proposal Meeting will be held on Tuesday, March 10, 2026 from 1:00-2:30 PM at Ames City Hall, Conference Room 235, 515 Clark Ave, Ames, IA to address any questions you may have regarding the Sale of up to (6) Single-Family Market Rate Lots in the Baker Subdivision, Ames, Iowa. Questions and requests for clarification of requirements for these services are encouraged. All questions and requests for clarification are to be submitted via AmesBids no later than 2:00 PM local time on March 24, 2026. The City of Ames Purchasing Division is the only authorized source of proposal documents. Proposal documents obtained from any other source may be incomplete. It is expressly understood that any costs associated with preparing a proposal shall be at the expense of the Developer. The City of Ames does hereby reserve the right to reject any or all proposals, to waive informalities, and to make such awards as it shall deem to be in the best interest of the City. Contact Information Contact:Karen Server Purchasing Manager Address:Finance Vendor: Keystone Equity Group 2026-089Page 2 of 5 pages 333 City Hall 515 Clark Ave PO Box 811 Ames, IA 50010 Phone:(515) 239-5127 Email:karen.server@cityofames.org Vendor: Keystone Equity Group 2026-089Page 3 of 5 pages 334 Keystone Equity Group Information Contact:Keystone Equity Group Address:5031 Timberwood Court West Des Moines, IA 50265 Phone:(515) 822-9858 The undersigned bidder certifies that this bid is made in good faith without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this bid is made in conformity with the contract documents and agrees that, in the event of any discrepancies or differences between any conditions of this bid and the contract documents prepared by the City of Ames, Iowa, the provisions of the latter shall prevail. Khoa Bui kb@iowacommunication.com Signature Email Submitted at 3/30/2026 04:35:24 PM (CT) Requested Attachments Proposal Submission Proposal to Ames.pdf Submit the Buyer's proposal detailing the Buyer's description of the project readiness and experience, preference of lots, and proposed housing type(s) for design intent per Section VI. Submittal Requirements for the Sale of Single- Family Market Rate Lot(s) in Baker Subdivision, Ames, Iowa. Response Attachments Alpha Plan.pdf Alpha plan, 2 story Zeta XL.pdf Zeta plan, ranch Bid Attributes 1 Read and Acknowledge the City's Condition of Sale, Terms and Conditions Buyer has read and acknowledges the City's condition of sale, terms and conditions as outlined in Request for Proposal No. 2026-089. Yes Bid Lines 1 BID FORM The interested Buyer may select to submit proposals to purchase between 1 to 6 of the following available Lots 9, 13, 14, 16, 17, 21, 22, 23, and 26 (see map). A maximum of 6 total lots, regardless of the number of proposals received, are anticipated to be sold in 2026. 2 Provide a cost for the purchase of land for Lot 9 in the Baker Subdivision, Ames, IA. Quantity:1 Lump Sum:$55,000.00 Total:$55,000.00 Item Notes:Minimum Purchase Price is $53,650 Vendor: Keystone Equity Group 2026-089Page 4 of 5 pages 335 3 Provide a cost for the purchase of land for Lot 13 in the Baker Subdivision, Ames, IA. Lump Sum:$52,000.00 Total:$52,000.00 Item Notes:Minimum Purchase Price is $51,725 4 Provide a cost for the purchase of land for Lot 14 in the Baker Subdivision, Ames, IA. Lump Sum:$56,000.00 Total:$56,000.00 Item Notes:Minimum Purchase Price is $56,000 5 Provide a cost for the purchase of land for Lot 16 in the Baker Subdivision, Ames, IA. Lump Sum:$55,000.00 Total:$55,000.00 Item Notes:Minimum Purchase Price is $54,250 6 Provide a cost for the purchase of land for Lot 17 in the Baker Subdivision, Ames, IA. Lump Sum:No response Total:No response Item Notes:Minimum Purchase Price is $74,600 7 Provide a cost for the purchase of land for Lot 21 in the Baker Subdivision, Ames, IA. Lump Sum:No response Total:No response Item Notes:Minimum Purchase Price is $61,250 8 Provide a cost for the purchase of land for Lot 22 in the Baker Subdivision, Ames, IA. Lump Sum:No response Total:No response Item Notes:Minimum Purchase Price is $66,500 9 Provide a cost for the purchase of land for Lot 23 in the Baker Subdivision, Ames, IA. Lump Sum:$53,500.00 Total:$53,500.00 Item Notes:Minimum Purchase Price is $52,852 1 0 Provide a cost for the purchase of land for Lot 26 in the Baker Subdivision, Ames, IA. Lump Sum:$59,825.00 Total:$59,825.00 Item Notes:Minimum Purchase Price is $58,925 Response Total: $331,325.00 Vendor: Keystone Equity Group 2026-089Page 5 of 5 pages 336 KESTONE EQUITY GROUP Real Estate Development & Construction 5031 Timberwood Ct | West Des Moines, IA 50265 ✉ KB@keystoneequity.group ─────────────────────────────────────────────────────── Buyer Proposal – Baker Subdivision (Single-Family Market Rate Lots) Submitted to: City of Ames, Iowa 1. Buyer Overview & Experience Keystone Equity Group is an Iowa-based residential developer focused on delivering quality, affordable housing across Central Iowa communities. Since 2017, Keystone has: ● Developed 150+ residential lots ● Constructed 90+ homes ranging from entry-level to workforce housing ● Successfully partnered with municipalities on projects involving affordability targets, infrastructure coordination, and phased development Keystone Equity Group is a minority-owned business, committed to expanding access to attainable homeownership while maintaining strong construction standards and neighborhood compatibility. Our team has a proven track record of delivering projects on schedule, within budget, and aligned with community expectations. 2. Project Readiness Keystone Equity Group is prepared to move forward immediately upon award. ● Closing Timeline: October 1, 2026 (all selected lots) ● Initial Starts: 3 homes by mid-October 2026 ● Remaining Starts: 3 homes by end of 2026 ● Estimated Completion: 6–9 months per home Our established relationships with subcontractors, suppliers, and lenders allow us to ensure efficient mobilization and consistent delivery across all homes. 3. Lot Preferences 337 Keystone Equity Group is requesting the following six (6) lots within the Baker Subdivision: ● Lot 9 ● Lot 13 ● Lot 14 ● Lot 16 ● Lot 23 ● Lot 26 We intend to close on all selected lots simultaneously to support an efficient and coordinated construction schedule. 4. Proposed Housing Types & Design Intent Keystone Equity Group proposes a mix of thoughtfully designed homes to create visual variety and strong neighborhood appeal, while maintaining cost efficiency and livability. Proposed Plans by Lot: ● Lot 9: Zeta XL – Standard Elevation ● Lot 13: Zeta XL – Farmhouse Elevation ● Lot 14: Alpha – Farmhouse Elevation ● Lot 16: Alpha – Modern Elevation ● Lot 23: Alpha – Standard Elevation ● Lot 26: Zeta XL – Modern Elevation All six homes will feature distinct exterior appearances, ensuring architectural diversity throughout the streetscape. Standard Features Across All Homes: ● Attached 2-car garage ● Open-concept floor plans ● Quartz countertops ● Luxury Vinyl Plank (LVP) flooring throughout ● Pella windows ● 100% LED lighting Homes will be designed to align with the character and requirements of the Baker Subdivision while delivering durable, low-maintenance, and market-responsive housing. 338 5. Pricing & Attainability Keystone Equity Group is committed to delivering homes that are attainable for the Ames market while maintaining quality construction and long-term value. ● Homes are anticipated to be priced under $375,000, depending on final specifications and market conditions ● Floor plans and finish selections are intentionally designed to balance affordability, functionality, and durability ● Product positioning is aligned with workforce housing demand, supporting sustainable homeownership opportunities for local residents Our approach focuses on delivering homes that are both accessible to buyers and consistent with neighborhood expectations, ensuring long-term stability and value within the subdivision. 6. Commitment to the City of Ames Keystone Equity Group is committed to: ● Supporting the City’s goals for quality residential growth and housing accessibility ● Delivering homes that enhance the Baker Subdivision ● Maintaining clear and consistent communication throughout development We appreciate the opportunity to submit this proposal and look forward to contributing to the continued growth of Ames. Submitted by: Keystone Equity Group Khoa Bui Owner 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 2026-089 Sale of Single-Family Market Rate Lot in Baker Subdivision Issue Date:2/27/2026 Questions Deadline:3/24/2026 05:00 PM (CT) Response Deadline:3/31/2026 02:00 PM (CT) Purchasing Contact Information Contact:Karen Server Purchasing Manager Address:Finance City Hall 515 Clark Ave PO Box 811 Ames, IA 50010 Phone:(515) 239-5127 Email:karen.server@cityofames.org Deadline: 3/31/2026 02:00 PM (CT)2026-089Page 1 of 6 pages 357 Event Information Number:2026-089 Title:Sale of Single-Family Market Rate Lot in Baker Subdivision Type:Request for Proposal Issue Date:2/27/2026 Question Deadline:3/24/2026 05:00 PM (CT) Response Deadline:3/31/2026 02:00 PM (CT) Notes:The City of Ames, Iowa, is seeking Request for Proposals (RFP) from Buyers with qualified, experienced single-family housing developers/builder(s) interested in the purchase of single-family lot(s) to construct single-family homes within the City- owned Baker Subdivision in West Ames (former Ames Middle School site). This subdivision is located in the City’s first Neighborhood Revitalization Strategy Area (NRSA), which allows for flexibility in the development of mixed-income housing units. Additionally, as a unique opportunity, this subdivision represents the City’s first geothermal residential development to address the City’s goals for creating more sustainable environments. Ames, like many communities across America, has a continuing need for more affordable housing for both low- and moderate-income and higher-income households. Using its Community Development Block Grant (CDBG) funding, the City of Ames purchased this 10+ acre infill site for the sole purpose of creating mixed-income housing options for the community. The area south of Tripp Street within this subdivision has been developed with both single-family homeownership units and multi-family townhome rental units. The area north of Tripp Street is now being made available to build single-family homes for market-rate homebuyers. The interested Buyer may select to submit proposals to purchase between 1 to 6 of the following available Lots 9, 13, 14, 16, 17, 21, 22, 23, and 26 (see map included). A maximum of 6 total lots, regardless of the number of proposals received, are anticipated to be sold in 2026. The preferred method is to submit proposals in AmesBids at amesbids.ionwave.net in the format required, included with these proposal documents with all prices and requested data properly filled in, prior to the time and date proposals are due. If technical issues occur while submitting the proposal, contact the Purchasing Manager for the proposal and determine an alternate method to receive the proposal. Failure to submit the required information may deem the proposal non- responsive. The proposal shall include acknowledgement of receipt of all addenda. Addenda numbers shall be filled in the proposal response. PROPOSALS will be accepted by the City of Ames until 2:00 PM Local Time on March 31, 2026. Proposals are to be submitted via AmesBids. Once proposals have been thoroughly evaluated, the winning proposal will be presented to the approving authority for action thereon. A Pre-Proposal Meeting will be held on Tuesday, March 10, 2026 from 1:00- 2:30 PM at Ames City Hall, Conference Room 235, 515 Clark Ave, Ames, IA to address any questions you may have regarding the Sale of up to (6) Single-Family Deadline: 3/31/2026 02:00 PM (CT)2026-089Page 2 of 6 pages 358 Market Rate Lots in the Baker Subdivision, Ames, Iowa. Questions and requests for clarification of requirements for these services are encouraged. All questions and requests for clarification are to be submitted via AmesBids no later than 2:00 PM local time on March 24, 2026. The City of Ames Purchasing Division is the only authorized source of proposal documents. Proposal documents obtained from any other source may be incomplete. It is expressly understood that any costs associated with preparing a proposal shall be at the expense of the Developer. The City of Ames does hereby reserve the right to reject any or all proposals, to waive informalities, and to make such awards as it shall deem to be in the best interest of the City. Ship To Information Contact:Vanessa Baker-Latimer Address:Planning & Housing City Hall 515 Clark Ave Ames, IA 50010 Phone:(515) 239-5400 Email:vanessa.bakerlatimer@cityofames.org Billing Information Contact:Beth Harborth Address:Finance City Hall PO Box 811 515 Clark Avenue Ames, IA 50010 Phone:(515) 239-5118 Email:accountspayable@cityofames.org Bid Activities Pre-Proposal Meeting 2/10/2026 1:00:00 PM (CT) A Pre-Proposal Meeting will be held on Tuesday, March 10, 2026 from 1:00-2:30 PM at Ames City Hall, Conference Room 235, 515 Clark Ave, Ames, IA to address any questions you may have regarding the Sale of up to (6) Single- Family Market Rate Lots in the Baker Subdivision, Ames, Iowa. Bid Attachments 2026-089 Sale of Market Rate Lots-Baker Subdivision.pdf Download Condition of Sales, Terms and Conditions for Request for Proposal No. 2026-089 Sale of Single-Family Market Rate Lots in the Baker Subdivision, Ames, Iowa. Requested Attachments Proposal Submission (Attachment required) Submit the Buyer's proposal detailing the Buyer's description of the project readiness and experience, preference of lots, and proposed housing type(s) for design intent per Section VI. Submittal Requirements for the Sale of Single- Family Market Rate Lot(s) in Baker Subdivision, Ames, Iowa. Deadline: 3/31/2026 02:00 PM (CT)2026-089Page 3 of 6 pages 359 Bid Attributes 1 Read and Acknowledge the City's Condition of Sale, Terms and Conditions Buyer has read and acknowledges the City's condition of sale, terms and conditions as outlined in Request for Proposal No. 2026-089. Yes (Required: Check if applicable) Bid Lines 1 BID FORM The interested Buyer may select to submit proposals to purchase between 1 to 6 of the following available Lots 9, 13, 14, 16, 17, 21, 22, 23, and 26 (see map). A maximum of 6 total lots, regardless of the number of proposals received, are anticipated to be sold in 2026. 2 Provide a cost for the purchase of land for Lot 9 in the Baker Subdivision, Ames, IA. Quantity:1 Lump Sum:$Total:$ Item Notes:Minimum Purchase Price is $53,650 Supplier Notes: No bid Additional notes (Attach separate sheet) 3 Provide a cost for the purchase of land for Lot 13 in the Baker Subdivision, Ames, IA. Lump Sum:$Total:$ Item Notes:Minimum Purchase Price is $51,725 Supplier Notes: No bid Additional notes (Attach separate sheet) 4 Provide a cost for the purchase of land for Lot 14 in the Baker Subdivision, Ames, IA. Lump Sum:$Total:$ Item Notes:Minimum Purchase Price is $56,000 Supplier Notes: No bid Additional notes (Attach separate sheet) 5 Provide a cost for the purchase of land for Lot 16 in the Baker Subdivision, Ames, IA. Lump Sum:$Total:$ Item Notes:Minimum Purchase Price is $54,250 Supplier Notes: No bid Additional notes (Attach separate sheet) Deadline: 3/31/2026 02:00 PM (CT)2026-089Page 4 of 6 pages 360 6 Provide a cost for the purchase of land for Lot 17 in the Baker Subdivision, Ames, IA. Lump Sum:$Total:$ Item Notes:Minimum Purchase Price is $74,600 Supplier Notes: No bid Additional notes (Attach separate sheet) 7 Provide a cost for the purchase of land for Lot 21 in the Baker Subdivision, Ames, IA. Lump Sum:$Total:$ Item Notes:Minimum Purchase Price is $61,250 Supplier Notes: No bid Additional notes (Attach separate sheet) 8 Provide a cost for the purchase of land for Lot 22 in the Baker Subdivision, Ames, IA. Lump Sum:$Total:$ Item Notes:Minimum Purchase Price is $66,500 Supplier Notes: No bid Additional notes (Attach separate sheet) 9 Provide a cost for the purchase of land for Lot 23 in the Baker Subdivision, Ames, IA. Lump Sum:$Total:$ Item Notes:Minimum Purchase Price is $52,852 Supplier Notes: No bid Additional notes (Attach separate sheet) 1 0 Provide a cost for the purchase of land for Lot 26 in the Baker Subdivision, Ames, IA. Lump Sum:$Total:$ Item Notes:Minimum Purchase Price is $58,925 Supplier Notes: No bid Additional notes (Attach separate sheet) Deadline: 3/31/2026 02:00 PM (CT)2026-089Page 5 of 6 pages 361 Supplier Information Company Name: Contact Name: Address: Phone: Fax: Email: Supplier Notes The undersigned bidder certifies that this bid is made in good faith without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this bid is made in conformity with the contract documents and agrees that, in the event of any discrepancies or differences between any conditions of this bid and the contract documents prepared by the City of Ames, Iowa, the provisions of the latter shall prevail. Print Name Signature Deadline: 3/31/2026 02:00 PM (CT)2026-089Page 6 of 6 pages 362 Request for Proposal No. 2026-089 Request for Proposals for the Sale of Single-Family Market Rate Lots in the Baker Subdivision Ames, Iowa February 27, 2026 For questions concerning the Request for Proposal, Project Requirements, and Procedures: Contact: Purchasing Division Karen Server, Purchasing Manager Phone: 515-239-5127 E-mail: karen.server@cityofames.org 363 Table of Contents I. Introduction ............................................................................................................. 3 II. General Information ................................................................................................. 4 III. Minimum Development Requirements ...................................................................... 5 IV. Buyer Minimum Responsibilities/Requirements ........................................................ 6 V. Financial Incentives Land Sale Price, Tax Abatement, Electric Rebates........................ 7 VI. Submittal Requirements ........................................................................................... 7 VII. Review Process and Selection Criteria ....................................................................... 8 VIII. Contract Negotiations: .............................................................................................. 9 IX. Questions/Contact Persons: ..................................................................................... 9 X. Definitions ............................................................................................................. 10 ATTACHMENT A (Baker Subdivision Covenants) …………………………………………………………11 ATTACHMENT B (Geothermal Units Map Locations) ..………………………………………… ………13 364 3 I. Introduction The City of Ames, Iowa, is seeking Request for Proposals (RFP) from Buyers with qualified, experienced single-family housing developers/builder(s) interested in the purchase of single-family lot(s) to construct single-family homes within the City-owned Baker Subdivision in West Ames (former Ames Middle School site). This subdivision is located in the City’s first Neighborhood Revitalization Strategy Area (NRSA), which allows for flexibility in the development of mixed-income housing units. Additionally, as a unique opportunity, this subdivision represents the City’s first geothermal residential development to address the City’s goals for creating more sustainable environments. Ames, like many communities across America, has a continuing need for more affordable housing for both low- and moderate-income and higher-income households. Using its Community Development Block Grant (CDBG) funding, the City of Ames purchased this 10+ acre infill site for the sole purpose of creating mixed-income housing options for the community. The area south of Tripp Street within this subdivision has been developed with both single-family homeownership units and multi-family townhome rental units. The area north of Tripp Street is now being made available to build single-family homes for market-rate homebuyers. The interested Buyer may select to submit proposals to purchase between 1 to 6 of the following available Lots 9, 13, 14, 16, 17, 21, 22, 23, and 26 (see map below). A maximum of 6 total lots, regardless of the number of proposals received, are anticipated to be sold in 2026. 365 4 The City is particularly interested in proposals that address the following objectives: • Constructing ownership single-family homes of a size and scale compatible with the neighborhood character based on the Covenants (see Attachment A) created for this subdivision. • Creating a variety of housing choice styles, including but not limited to ranch, two-story, split-level, etc. • Addressing family and workforce housing needs; • Including design characteristics and features compatible with surrounding homes. Proposals will be evaluated for completeness of the required submittals and project scoring described in Section VII. Staff will review the proposals and forward them to City Council. City Council will ultimately select the proposal(s) it finds to be most desirable for the sale of lots and construction of ownership housing within the timeframe of this Request for Proposal but reserves the right to reject any or all proposals for development of the site. The City reserves the right to waive any minor informalities or irregularities which do not address the heart of the proposal, or to reject any and all proposals. Proposals, which take exception to the Request for Proposal (RFP), may be considered non-responsive and may be rejected. Those submitting a response to the Request for Proposal will receive no reimbursement from the City for time or costs for the proposal. II. General Information The following information is provided to assist the Buyer by summarizing the important facts regarding the criteria and format by which the Request for Proposal process will proceed. A. Timetable of Events: -Pre-Proposal Meeting: Tuesday, March 10, 2026 1:00-2:30 p.m. (local time) Ames City Hall Conference Room 235 515 Clark Avenue, Ames, IA -Proposal Deadline: Tuesday, March 31, 2026, by 2:00 PM local time -Final Selection (Tentative): Tuesday, April 14, 2026 -Approval of Purchase Agreements (Tentative): Tuesday, May 12, 2026 B. All proposals with supporting documentation must be submitted to AmesBids no later than 2:00 PM (local time) on Tuesday, March 31, 2026. 366 5 The preferred method is to submit proposals in AmesBids at amesbids.ionwave.net in the format required, including these proposal documents with all prices and requested data properly filled in, prior to the time and date proposals are due. If technical issues occur while submitting the proposal, contact the Purchasing Manager for the proposal and determine an alternate method to receive the proposal. Failure to submit the required information may deem the proposal non-responsive. The proposal shall include an acknowledgement of receipt of all addenda. Addenda numbers shall be filled in the proposal response. No verbal or faxed submittals will be accepted. Submittals shall have a subject line of Request for Proposal No. 2026-089. Proposals may be withdrawn only by written request of the Buyer prior to the opening of the proposals. After the opening of the proposals, all offers shall remain valid and irrevocable for a period of 60 days from the date of the submittal and through negotiations on a final agreement(s) with the selected Buyer(s). C. Proposals not meeting the minimum requirements or submittal requirements will not be considered. D. The Site is zoned R-L (Residential Low Density). All construction must be completed in accordance with City standards. E. The City of Ames reserves the right to require additional information at any time during this process to help clarify the intent of the Buyer or project details. F. All lots are subject to covenants, see Attachment A-Covenants. III. Minimum Development Requirements Proposals submitted shall meet the minimum Baker Subdivision Covenants. The City will remain flexible to allow a Buyer to create an attractive single-family home design; however, the following minimum design requirements apply: A. Subdivision covenants include minimum building size and design requirements for market- rate lots. Refer to Attachment A-Covenants. B. Covenants indicate the minimum builder experience requirements for home construction. C. Covenant restrict each dwelling to be used as the primary residence of the Owner; no rental homes are permitted. D. All applicable provisions of the City of Ames Municipal Code, including Zoning Ordinances, Subdivision Regulations, Stormwater, and Building Codes, shall apply. E. Each lot has an existing Geothermal Well already in place that must be connected to for heating and cooling of each home. No natural gas line exists within the subdivision. 367 6 F. A variety of houses are required if constructing on three or more lots, or on abutting lots. IV. Buyer Minimum Responsibilities/Requirements As part of this Request for Proposal, the Buyer agrees to the following minimum responsibilities/ requirements as part of the Request for Proposal and to develop the project: A. The selected Buyer will be responsible for paying for the development of the site, home construction, and construction costs for frontage improvements and infrastructure extensions to serve the new homes, including any missing or damaged sidewalks. The City has no responsibility for any additional costs to make the lots ready for construction or to receive a certificate of occupancy for a completed home. B. The selected Buyer shall reimburse the City for the cost paid to create the abstract of title to the Real Estate. C. Enter into a purchase agreement for the purchase of the property. The purchase agreement is subject to further approval by the City Council under Iowa law (§364.7) and shall be completed with the City of Ames within 30 days, unless extended, from the date of acceptance of the proposal by the City Council. D. The Buyer will be responsible for ensuring that the housing units are constructed on the site as outlined in their agreement with the City of Ames. V. Pricing and Financial Incentives Land Sale Price, Tax Abatement, Electric Rebates A. The lot sale prices are expected to be at market-rate of a competitive bid with a minimum price as specified below: Lot Number Minimum Purchase Price B. The City has an established citywide partial property tax abatement program for the 368 7 construction of new owner-occupied housing. Homeowners can apply for a 5-year sliding scale of property tax abatement of 100%, 80%, 60%, 40%, 20% for the value of the home up to the first $500,000 of value. Upon completion of the home construction and occupancy by the owner, the homeowner may seek approval tax abatement per the citywide program requirements. C. Ames Electric provides electrical service to the development. Ames Electric offers rebates for certain electric equipment and appliances, including a whole-house design rebate for “net zero ready” full electric homes, which includes geothermal heating and cooling. The rebates can be to the homebuilder or the homeowner. Current information is available at the Ames Electric Smart Energy program. VI. Submittal Requirements All proposals with supporting documentation must be submitted in AmesBids prior to 2:00 PM (local time) on Tuesday, March 31, 2026. A. Proposals must contain, at a minimum, the following information: 1. Buyer’s description of project readiness and experience: a. Identify the builder, developer, or contractor that meets the minimum building experience standard of the covenants. b. Provide financing information for house construction to meet the building timelines of the covenants. This may include financial statements, a lending institution letter of support, or a pre-qualification for a construction loan from a financial institution. c. Proposed Closing Date(s) for the purchase of the lot, which will also require final proof of financing. 2. Identify which lot(s) and the proposed purchase price for each lot. a. Identify an order of preference for lots in case of multiple bids for the same lot or if purchasing one lot. b. Identify any specific contingencies related to completing the purchase, such as applying for Workforce Housing Tax Credits. Workforce Housing Tax Credits are not a prerequisite for a proposal. 3. Representative House Plan and Elevation of proposed house type(s) for design intent. Actual building plans are not required with the proposal, but the information on the type of house, square footage, features, etc. is a component of the scoring and evaluation. 369 8 a. If purchasing three or more lots, at least two different house plans must be included. b. In no event can an identical house plan be on abutting lots to the side of the lot. 4. The proposal shall contain the full name of the person, firm, or corporation submitting the proposal and the address of the person, firm, or the president of the corporation. 5. The proposal must contain a statement to the effect that the proposal is firm for a period of not less than 60 days after the closing date of this request and through negotiations. 6. No officer, member, or any other person holding any position with the City of Ames, Iowa, either appointed or elected, shall be or shall become interested directly or indirectly with the person, firm, or corporation submitting a proposal or in any portion of the profits derived by the selected Builder from this project. This exclusion does not pertain to persons who are appointed to State-created authorities. B. No verbal or faxed submittals will be accepted. C. Submittals shall have a subject line of RFP No. 2026-089 for the sale of single-family lots in the Baker Subdivision. D. All late or incomplete submittals will be rejected. VII. Review Process and Selection Criteria A. All proposals will be reviewed by City staff for eligibility, completeness, and feasibility. B. Proposals which meet the minimum requirements will be evaluated by the City. A proposal must be deemed responsive to the Request for Proposal to be referred to the City Council. C. Proposals that are deemed ineligible or infeasible will not be considered and will not be reviewed. The Buyer will be notified by e-mail. D. Evaluation of Proposals: Staff will review the submitted materials for completeness related to required submittals and scoring preferences. Follow-up questions and interviews will be conducted as needed during the review period. 1. House Design and Character (Maximum of 50 points) 370 9 Conceptual house plans will be awarded points based on types of features proposed with the house that are complimentary to the residential character of the area, including: an enclosed garage, differentiated materials for gable faces and siding, use of decorative bans, clipped gables, extended eave/roof elements across facades, covered porches, accentuated front entries that project in front of the plane of the garage face, no recessed entries located more than 15 feet behind a garage face, no narrow recessed entries between facades, use of traditional gabled and hipped roofs, proportional window placement and design types. The overall combination of features creating an aesthetically balanced and desirable front facade appearance will be the final combined score. 2. Quantity of Lots and Timing (Maximum of 30 points) Each lot purchased will be awarded 4 points, with 1 point for each lot to be purchased by October 1, 2026. 3. Purchase Price (Maximum of 20 points) 4. Scoring of proposals (Maximum of 100 points) Purchase price will be evaluated in relation to the maximum price and the size of the lot proposed for purchase. Each lot price will be evaluated independently, not as a combined sum if buying more than one lot. E. Evaluation Selection Process: The selection of the preferred Buyer(s) will utilize the following steps: The final selection will be based upon: 1. The City Council’s determination of the best proposal(s) that meets the goals and objectives of the City; 2. A satisfactory agreement between the Buyer(s) and the City is finalized; VIII. Contract Negotiations: The City reserves the right to reject any and all proposals and to negotiate the terms of the contract, including but not limited to purchase price, performance timelines, and house design, with the selected Buyer prior to entering into any written agreement. IX. Questions/Contact Persons: Questions concerning the content of this proposal, or the review process may be directed to Karen Server, at City of Ames, Purchasing Division through AmesBids questions section; by email 371 10 at karen.server@cityofames.org; or by phone at 515-239-5127. X. Definitions Certain words or phrases in this document are critical to a thorough understanding of the objectives and goals of the City for this project. The following definitions are offered to aid prospective Developers in the preparation of this Request for Proposals. A. Building and Fire Codes: Chapter 5 and Chapter 8 of the Ames Municipal Code. B. Buyer/Builder/Developer: Any individual, corporation, partnership, non-profit organization, or similar entity that has expressed an interest, or has been identified as having an interest, in purchasing a lot to construct a single-family detached home for ownership purposes. C. City: This means the City of Ames, Iowa, its elected and appointed officials, and all staff persons employed by the City of Ames. D. Restrictive Covenant: A provision in a deed limiting the use of the property and prohibiting certain uses. E. Stormwater Treatment: Chapter 5A and Chapter 5B of the Ames Municipal Code. F. Subdivision Ordinance: Chapter 23 of the Ames Municipal Code. G. SUDAS- Iowa State Uniform Design and Specifications H. Submittals: Those written and graphic documents prepared by Buyers that explain the strategy, approach, and specific elements that Buyers proposes to use in meeting the City's objectives. I. Zoning Ordinance: Chapter 29 of the Ames Municipal Code. 372 373 374 375 376 377 378 379 380 381 382 383 384 ATTACHMENT A Baker Subdivision Covenants 385 386 ATTACHMENT B Geothermal Units Map Locations 387 ITEM #:41 DEPT:P&H April 28, 2026 Staff Report REPORT ON SOUTH CAMPUS REDIRECTION AREAS BACKGROUND: The City's comprehensive plan, Ames Plan 2040, was adopted at the end of 2021. The plan identifies several parts of Ames with the designation of Redirection Areas, which are defined as: "Areas where changes in use or development patterns are anticipated over the next 20 years, based upon city policies or current conditions. These areas are focuses for city consideration of redevelopment plans and policies over the next 20 years. In some cases, specific plans or zoning may be applied to provide direction for specific types of changes and to address issues of compatibility and transition. The Redirection Area designation does not specify a time period or type of change. It acknowledges a potential for change and a public interest in guiding it over the next 20 years." In May 2024, staff presented a list of three Areas deemed most likely to redevelop in the near future. From that list, Council directed staff to begin work on the Redirection Area along Hunt and Knapp Streets south of the Iowa State University Campus to gain feedback on interests for this area and to determine if any changes to zoning would be appropriate (See maps in Attachments A & B). The South Campus Redirection Area is north of Knapp Street, between S. Sheldon and Lynn Avenues. The area contains 56 properties, including two properties not originally included within the boundaries. The Hunt-Knapp Area has a mixture of single-family homes and multifamily buildings. Many of these buildings, particularly the single-family homes, are rentals and are in poor condition and will likely need to be replaced in the near future. An attachment identifying single-family home statistics as a proxy of redevelopment possibilities is included (Attachment C). The area primarily has RH (Residential High Density) zoning with either the West University or East University Impact Overlay zoning. The Overlays were created in 2006 to address building design compatibility with older structures in the area and to increase the minimum required parking in response to concerns about overcrowding of rental dwellings and street parking issues. The O-UIE has demolition criteria and more defined design standards than the O-UIW due to the higher concentration of fraternity and sorority buildings. Generally, the divide of the two zones is between Welch and Stanton Avenue. A summary of the existing zoning (the base districts and the overlays) for the Redirection Area can be found in Attachment D. In 2025, staff reached out to the owners of the properties in the Redirection Area. In the course of those discussions, a handful of owners responded to staff and expressed a wide 388 range of opinions about the neighborhood. Minimum parking is excessive Old brick buildings should be preserved This area should be an extension of Campustown (i.e. meaning allowing for more intense development) Bars should be kept out of the neighborhood The neighborhood should be multifamily, with space for non-students Incentives might be needed for redevelopment Staff also met with representatives from Iowa State University for their impression on student life in the area, although no specific ISU property is within the study area. These included campus planners, the University Chief of Police, the Senior Vice President of Student Affairs, and the Assistant Vice President for Real Estate and Capital Planning. The ISU representatives had a wide range of ideas: Insufficient parking is a problem Students in the single-family housing at the west end of the Redirection area throw rowdy parties Apartment buildings cut down on rowdy behavior Students will drive to South Campus and park to be as close to campus as possible Would like to see the area attract non-students Since the start of the Redirection Area outreach, Council has already made tweaks to parts of the Zoning Ordinance that are also relevant to this area. One specific change regarding townhome design would apply to small infill sites in this area. In April 2025, Council adopted changes to townhome regulations to incentivize higher quality townhome designs with garages and building features to support context sensitive infill citywide. (Attachment C). The primary benefit is a reduction in parking for a townhome style apartment unit with a garage for 3- bedroom or less units of only 2 parking spaces. This parking reduction also applies within the O-UIE and O-UIW. OPTIONS: Based upon the initial input and staff's assessment of the conditions in this area, staff believes that some change in standards would support desired redevelopment. These options do not suggest changes to any of the substantive design and building requirements related to brick materials, fenestration, roof form, etc., but are instead focused primarily on issues related to the intensity of development. Option 1: Minor Changes for All Areas with New Development If the Council elects to go with only minor changes to the South Campus Redirection Area, the most significant would likely be to adjust parking rates. A reduction in the additional parking requirement to match the rest of the City for Apartment Dwelling parking rates (i.e., remove the extra 25% requirement) Option 2: Medium Changes for All Areas with New Development 389 In addition to the changes in Option 1, medium changes could include: Allow for front yard setbacks reductions for all properties similar to the the allowances along Knapp Street within the O-EIU when providing for front entrances to units. Allow for density adjustments for apartments with fewer bedrooms per unit similar to the recently adopted O-WUPED Overlay that calculates a bedroom density rather than unit density Incorporate a step back to fourth stories with reduced setbacks Option 3: Large Changes for All Areas with New Development In addition to the changes in Options 1 and 2, large changes could include: A large reduction of setbacks, particularly front and side setbacks to allow for larger buildings and increase development intensity Eliminate the 4-story height limit and allow the full height of RH (100 feet or 9 stories, whichever is lower) - this could be structured to maintain a reduced height along Knapp Street that borders single-family zoning. A reduction or elimination of minimum parking rates beyond what is required elsewhere in Ames for Apartments Dwellings within RH Zoning. Option 4: Direct Changes to Specific or Limited Areas of the Redirection Area with New Development The Redirection Area includes portions of both the West University Impact Overlay and the East University Impact Overlay, with the boundary of the two areas located mid-block between Welch and Stanton Avenue. Any of the changes listed above could be targeted to specific areas or streets/blocks of the Redirection Area rather than allowed within all the areas. Option 5: No Changes at This Time City Council could maintain the current zoning as is and revisit the issue if there is a development project in the future. The Reinvestment District designation would be maintained as the land use designation. STAFF COMMENTS: The general options presented above represent a range of choices, depending on how much of a change the Council wants to pursue for this area. In discussions with property owners, staff found a wide range of opinions about how the neighborhood should evolve. Responses ranged from little change to a desire to see a development intensity akin to CSC. The above policy choices do not represent a method for achieving the goals. After Council has given direction, staff will work to craft revised zoning that meets the stated objectives. These changes most likely would include: Changes to the overlay districts, or Creating new zoning district or overlay districts 390 At this time staff believes the best approach is to apply new standards to new development projects, especially if development is incentivized with bonuses or other deviations related to design, affordability, etc. This helps to encourage projects that would more fully realize the goals for redevelopment investment compared to partial changes or adjustments to existing sites that do not otherwise create substantial improvements. However, depending on the scope of change it could be applied uniformly to all sites regardless of full redevelopment or incremental changes. The changes could also be structured in a way to incentivize certain development with a density bonus. This would involve allowing for greater development rights in exchange for improved design, affordable units, etc. If City Council elects to proceed with substantive changes to the Zoning standard, additional outreach will likely be desirable. Staff has met with some property owners in the area, but there has been no outreach in relation to adjacent neighborhoods. Once the scope of zoning changes is known, staff would then be able to engage further with owners in the area and invite comments from the South Campus Area Neighborhood. ATTACHMENT(S): Attachment A - Maps.pdf Attachment B - Redirection Areas Presentation - Excerpts.pdf Attachment C - Classification & Statistics.pdf Attachment D - Zoning Descriptions.pdf Attachment E - Text Amendment to create Townhome Building Type Standards.pdf 391 ATTACHMENT A Aerial 392 Zoning 393 Future Land Use 394 South Campus (Hunt-Knapp) 1 395 South Campus (Hunt-Knapp) – Land Use Map Designations 1 396 South Campus (Hunt-Knapp) – Zoning 1 397 South Campus (Hunt-Knapp) •Statistics •13.69 acres •Approx. no. of units: 192 (not including 3 fraternities) •No. of properties: 54 •Characteristics •Student housing •Numerous owners – However, several owners own roughly half of the properties •Many small properties with SF homes •Mostly rentals •Three fraternities 1 398 South Campus (Hunt-Knapp) •Potential/Interests •Students desire to live within walking distance of the ISU campus, commercial services •Likely strong market support for student-oriented housing •Could have improved urban, street environment •Housing Types- “missing middle” medium density to high density apartments and mixed use •Potential for ground floor commercial w/ upper story apts. •Barriers •Mostly RH zoning (setbacks and other standards reduce the amount of buildable area and create suburban type development) •West University Overlay (extra parking required) •Small lots in more readily developable areas, may be aggregated •Design quality and conditions of surroundings •Potential opposition to densification, nearby single-family development 1 399 South Campus (Hunt-Knapp) Excerpt of Plan 2040 Example 1 400 ATTACHMENT C Property Classification Classification Number of Properties Single-Family 24 Two-Family 10 Three-Family & More 15 Fraternities or Sororities 3 Vacant 4 Total 56 401 ATTACHMENT D Most of this Redirection Area is zoned Residential High Density (RH). One property is within the Campustown Service Center (CSC) Zoning District. All properties except the CSC-zoned property are within the West University Impacted Overlay District (O-UIW) or the East University Impacted Overlay District (O-UIE). Parking: Among the requirements in the overlays are architectural design standards, and minimum parking requirements for apartments in excess of what is required elsewhere in Ames. Both overlays require: a. 1.5 parking spaces per residential unit for one-bedroom residential units in an apartment dwelling. b. 1.25 parking spaces per bedroom for residential units of 2 bedrooms or more in an apartment dwelling. c. All other uses shall provide parking as required in Table 29.406(2). In most other zoning districts, apartments require: a. 1.5 space/RU; for one-bedroom units b. 1 space/bedroom for units of 2 bedrooms or more The CSC zoning district requires 1 space per residential unit. Single- and two-family homes in Ames require 2 spaces per residential unit, except in CSC and DSC (Downtown Service Center) where one space is required per residential unit. Development Regulations: The overlays also cap the maximum building height at 45 feet, where RH allows for a maximum height of 100 feet or 9 stories, whichever is lower. The lone property in CSC has a maximum height of 75 feet (heights vary within CSC). The RH zoning district has minimum setbacks for apartments buildings of: • Front lot line: 25 feet • Side lot line: o 6 feet for one story o 8 feet for 2 stories o 10 feet for 3 stories o 12 feet for 4 stories o 4 feet additional for each story over 4 • Rear lot line: 25 feet • Corner lots have 2 front yards and 2 side yards The setbacks for CSC are: • Front lot line: 0 feet • Side lot line: 0 feet 402 • Rear lot line: 10 feet • Lot line abutting a residentially zoned lot: 10 feet RH allows for retail and restaurant uses only in conjunction with residential uses. CSC allows for a wide range of mixed-uses. Architectural Design: The overlay districts contain design requirements for new structures: • Windows & Doors (Both Overlays): Doors and fenestration required break up façade. • Building Materials: o West Overlay: Mostly brick exterior o East Overlay: Mostly brick exterior, with ▪ timber-framed stucco allowed above the first floor of residential buildings and ▪ wood and metal siding allowed in limited amounts on dormers and similar features • Roof Types (East Overlay): o Pitched roofs similar to residential structures o Variation in roof form to break up large masses o Roof form that emphasizes other architectural elements, such as entrances o No flat roofs • Pedestrian Entrances (Both Overlays): o Functional street entrance o Primary entrance shall open directly onto a walkway to a public sidewalk o Entrance shall be recessed or framed by a sheltering element • In the East Overlay, there are special requirements for design compatibility for properties on Lincoln Way and Beach Avenue 403 404 405 406 ITEM #:42 DEPT:PW April 28, 2026 Staff Report 2025/26 ASPHALT STREET PAVEMENT IMPROVEMENTS - SIDEWALK I NFILL ALONG DELAWARE AVENUE BACKGROUND: This annual Capital Improvement Plan (CIP) program utilizes rehabilitation and reconstruction techniques to improve existing Asphalt streets. These pavement improvements will restore structural integrity, serviceability, and rideability. Targeted streets are experiencing accelerated deterioration, and timely intervention will extend their service life. The 2025/26 program locations include Hillcrest Avenue, Ellis Street, Kentucky Avenue, Illinois Avenue, Indiana Avenue, Oklahoma Drive and Delaware Avenue. The City has contracted with HR Green to complete the design for this project. HR Green and City staff are preparing plans consistent with the Complete Streets Plan. City Council has directed staff to implement the Complete Streets Plan, including sidewalk infill on at least one side of the street, as part of all CIP street reconstruction projects. All streets included in this project meet the Complete Streets Plan through sidewalk connectivity on one or both sides, except for Delaware Avenue. On Delaware Avenue, from Ontario Street to North Dakota Avenue, the west side of the street has sidewalk connectivity along its length except for four properties. The east side has sidewalk connectivity along its length except for ten properties, two of which are City of Ames properties. HR Green and City staff have developed a preliminary design for sidewalk infill along the west side of Delaware Avenue, beginning approximately 150 feet north of Dover Drive and extending to Chelsea Court. This option impacts the fewest number of properties, is the most cost-effective, and satisfies the Complete Streets Plan requirements. This option would also require trimming one tree branch on a single property to meet overhead sidewalk clearance requirements. Staff held a public meeting and contacted the four affected property owners regarding the proposed sidewalk infill. One property owner approved the sidewalk installation, while three property owners declined. The most common concerns expressed were the long-term maintenance responsibilities associated with the sidewalk, including snow removal and potential future trip hazards. One resident suggested an alternative that involved installing sidewalk on the east side of Delaware Avenue from North Dakota Avenue to Dover Drive. This option would impact two private properties and one City of Ames property. In addition, the two properties north of Dover 407 Drive still require sidewalk infill, and both property owners have declined sidewalk installation. Residents who attended the public meeting expressed support for completing the sidewalk infill to improve pedestrian connectivity. Residents noted that, due to the missing sidewalk segments from North Dakota Avenue to approximately 150 feet north of Dover Drive, pedestrians currently walk within the street to travel through the neighborhood. Completing the sidewalk network would provide a safer and more accessible route for residents, pedestrians, and other users traveling along Delaware Avenue. OPTIONS: OPTION NO. 1: No Sidewalk Infill City Council could waive the requirements to infill sidewalk on one side of the street as per the City's Complete Street Plan. This would leave all existing sidewalk in place and not include any connectivity improvements along Delaware Avenue. In this option, no additional sidewalk infill would occur and no additional project cost would be incurred. OPTION NO. 2: West Side Sidewalk Infill This option would include the infill of sidewalk along the west side of Delaware Avenue, beginning approximately 150 feet north of Dover Drive and extending to Chelsea Court. This option impacts the fewest number of properties, is the most cost-effective sidewalk solution, and satisfies the Complete Streets Plan requirement. This is the option that was presented during the public meeting with the neighborhood. This option does require sidewalk infill on three properties that have indicated to staff they are not in favor of sidewalk installation adjacent their properties. This option's estimated project cost is $19,000, and the City would cover the entire cost of the sidewalk installation (no property owners are expected to pay for the installation of the sidewalk). OPTION NO. 3: Hybrid East and West Side Sidewalk Infill In this option, the sidewalk infill would begin on the east side of Delaware Avenue on City of Ames property and extend to Dover Drive. The sidewalk then would cross Delaware Avenue and continue north on the west side of Delaware Avenue. While this option avoids one non-consenting property, it still requires infill on two properties that have indicated to staff that they are not in favor of the sidewalk installation adjacent to their property. This option would provide additional connectivity but impacts fewer properties and carries a slightly higher cost than the west side option. This option's estimated project cost is $2 1 ,0 0 0 , and the City would cover the entire cost of the sidewalk installation (no property owners are expected to pay for the installation of the sidewalk). OPTION NO. 4: East Side Sidewalk Infill Council could direct staff to include infill of the sidewalk along the east side of Delaware A v e n u e . Staff has not approached the properties on the east side of Delaware that would require sidewalk infill in this option to ascertain their approval of sidewalk adjacent to their properties. This would require infill along 10 properties (two of which are City of Ames properties) as compared to four on the west side. Staff would need time to reach out to these properties to gain feedback and could possibly have more non-consenting properties. This option also has the highest project cost estimated at $78,000, and the City would cover the entire cost of the sidewalk installation (no property owners are expected to pay for the installation of the sidewalk). 408 STAFF COMMENTS: The City Council has the authority to direct sidewalk infill within the public right of way. All options being considered are within the right of way and do not require any property acquisition. Staff is seeking direction regarding which sidewalk infill option should be utilized when finalizing the design of the project. Following the public feedback regarding the planned infill option, several adjacent property owners expressed concern about the sidewalk infill. Council has several options it can chose to move forward that align with the Complete Streets Plan. Alternatively, Council can direct staff to no longer consider the sidewalk infill along Delaware. In accordance with the Complete Streets Plan staff had prepared preliminary design plans in alignment with Option No. 2, which presented the most cost effective, least impactful sidewalk infill option. This option represents the best technical solution to providing sidewalk connectivity along Delaware Avenue and is what was presented to the neighborhood during the public meeting. While Option No. 3 does include a route that avoids one non-consenting property, it still requires sidewalk infill adjacent to two other non-consenting properties. This option will also require additional maintenance considerations for the City to maintain the sidewalk in a remote location where no City staff are present on a daily basis. Additionally, this option includes a sidewalk crossing Delaware Avenue at an intersection that is not stop controlled at Dover Drive. The traffic volumes along Delaware Avenue are significantly higher than Dover Drive, which may make crossing Delaware Avenue much more challenging at this location. Option No. 4 has not been fully explored with adjacent property owner outreach and would require additional time to obtain that information. Additionally this option has the greatest project cost at nearly four times the expense of Options No. 2 and 3. Should Council desire to explore Option No. 4 it should direct staff to reach out to impacted properties to ascertain their willingness to accept the sidewalk infill. ATTACHMENT(S): Infill of sidewalk - Option 2.pdf Infill of sidewalk - Option 3.pdf Infill of sidewalk - Option 4.pdf 409 2025/26 Asphalt Street Pavement Improvements Open trenching Sanitary Force main on South side of East Lincoln Way Lift Station Single Lane Alternating Traffic North Side of intersection S 16TH ST S D U F F A V E S K E L L O G G A V E BU C K E Y E A V E ¯Delaware Ave - Ontario St to North Dakota Ave Vet Med Trail Box Culvert D D D D D D D D D D D D D D D D !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 #* #*#*#* #* %2 %2 %2 "S "S "S "S "S "S "S "S"S !!2 !!2 S R I V E R S I D E D R AP P L E P L UNIVE R S I T Y B L V D S 16TH ST Project Area GO L D E N A S P E N D R S 16TH ST S D U F F A V E BU C K E Y E A V E S K E L L O G G A V E GO L D E N A S P E N D R DD D D D D D D D D D D D DD D D D D D D D D !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 GR A N D A V E RO Y K E Y A V E BLOOMINGTON RD TOP O HOLLOW RD DA W E S D R POLARIS DR 16TH ST MURRAY DR GR A N D A V E NO R T H W E S T E R N A V E NARLAND DR 16TH ST MURRAY DR GR A N D A V E NO R T H W E S T E R N A V E 16TH ST MURRAY DR GR A N D A V E NO R T H W E S T E R N A V E NARLAND DR 18TH ST 16TH ST GR A N D A V E NO R T H W E S T E R N A V E FE R N D A L E A V E OAKLAND ST OL I V E R A V E OL I V E R C I R FR A N K L I N A V E MARY CIR HA W T H O R N E A V E OAKLAND ST MARY CIR Infill of Sidewalk 24TH ST 20TH ST GR A N D A V E NO R T H W E S T E R N A V E HU N Z I K E R D R MCKINLEY DR ONTARIO ST ROSS RD UTAH DR NO R T H D A K O T A A V E FL O R I D A A V E YU M A A V E QUEBEC ST DOVER D R OK L A H O M A D R GREENE ST ARKANSAS DR IDAHO CIR ONTARIO ST ROSS RD UTAH DR QUEBEC ST NO R T H D A K O T A A V E FL O R I D A A V E YU M A A V E DOVER D R OK L A H O M A D R ARKANSAS DR ME S A V E R D E P L IDAHO CIR 410 2025/26 Asphalt Street Pavement Improvements Open trenching Sanitary Force main on South side of East Lincoln Way Lift Station Single Lane Alternating Traffic North Side of intersection S 16TH ST S D U F F A V E S K E L L O G G A V E BU C K E Y E A V E ¯Delaware Ave - Ontario St to North Dakota Ave Vet Med Trail Box Culvert D D D D D D D D D D D D D D D D !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 #* #*#*#* #* %2 %2 %2 "S "S "S "S "S "S "S "S"S !!2 !!2 S R I V E R S I D E D R AP P L E P L UNIVE R S I T Y B L V D S 16TH ST Project Area GO L D E N A S P E N D R S 16TH ST S D U F F A V E BU C K E Y E A V E S K E L L O G G A V E GO L D E N A S P E N D R DD D D D D D D D D D D D DD D D D D D D D D !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 GR A N D A V E RO Y K E Y A V E BLOOMINGTON RD TOP O HOLLOW RD DA W E S D R POLARIS DR 16TH ST MURRAY DR GR A N D A V E NO R T H W E S T E R N A V E NARLAND DR 16TH ST MURRAY DR GR A N D A V E NO R T H W E S T E R N A V E 16TH ST MURRAY DR GR A N D A V E NO R T H W E S T E R N A V E NARLAND DR 18TH ST 16TH ST GR A N D A V E NO R T H W E S T E R N A V E FE R N D A L E A V E OAKLAND ST OL I V E R A V E OL I V E R C I R FR A N K L I N A V E MARY CIR HA W T H O R N E A V E OAKLAND ST MARY CIR Infill of Sidewalk 24TH ST 20TH ST GR A N D A V E NO R T H W E S T E R N A V E HU N Z I K E R D R MCKINLEY DR ONTARIO ST ROSS RD UTAH DR NO R T H D A K O T A A V E FL O R I D A A V E YU M A A V E QUEBEC ST DOVER D R OK L A H O M A D R GREENE ST ARKANSAS DR IDAHO CIR ONTARIO ST ROSS RD UTAH DR QUEBEC ST NO R T H D A K O T A A V E FL O R I D A A V E YU M A A V E DOVER D R OK L A H O M A D R ARKANSAS DR ME S A V E R D E P L IDAHO CIR 411 2025/26 Asphalt Street Pavement Improvements Open trenching Sanitary Force main on South side of East Lincoln Way Lift Station Single Lane Alternating Traffic North Side of intersection S 16TH ST S D U F F A V E S K E L L O G G A V E BU C K E Y E A V E ¯Delaware Ave - Ontario St to North Dakota Ave Vet Med Trail Box Culvert D D D D D D D D D D D D D D D D !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 #* #*#*#* #* %2 %2 %2 "S "S "S "S "S "S "S "S"S !!2 !!2 S R I V E R S I D E D R AP P L E P L UNIVE R S I T Y B L V D S 16TH ST Project Area GO L D E N A S P E N D R S 16TH ST S D U F F A V E BU C K E Y E A V E S K E L L O G G A V E GO L D E N A S P E N D R DD D D D D D D D D D D D DD D D D D D D D D !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 GR A N D A V E RO Y K E Y A V E BLOOMINGTON RD TOP O HOLLOW RD DA W E S D R POLARIS DR 16TH ST MURRAY DR GR A N D A V E NO R T H W E S T E R N A V E NARLAND DR 16TH ST MURRAY DR GR A N D A V E NO R T H W E S T E R N A V E 16TH ST MURRAY DR GR A N D A V E NO R T H W E S T E R N A V E NARLAND DR 18TH ST 16TH ST GR A N D A V E NO R T H W E S T E R N A V E FE R N D A L E A V E OAKLAND ST OL I V E R A V E OL I V E R C I R FR A N K L I N A V E MARY CIR HA W T H O R N E A V E OAKLAND ST MARY CIR Infill of Sidewalk 24TH ST 20TH ST GR A N D A V E NO R T H W E S T E R N A V E HU N Z I K E R D R MCKINLEY DR ONTARIO ST ROSS RD UTAH DR NO R T H D A K O T A A V E FL O R I D A A V E YU M A A V E QUEBEC ST DOVER D R OK L A H O M A D R GREENE ST ARKANSAS DR IDAHO CIR ONTARIO ST ROSS RD UTAH DR QUEBEC ST NO R T H D A K O T A A V E FL O R I D A A V E YU M A A V E DOVER D R OK L A H O M A D R ARKANSAS DR ME S A V E R D E P L IDAHO CIR 412 ITEM #:43 DATE:04-28-26 DEPT:W&PC SUBJECT:CONTRACT WITH XENIA RURAL WATER DISTRICT FOR SALE OF POTABLE WATER - AMENDMENT NUMBER TWO COUNCIL ACTION FORM BACKGROUND: On October 22, 1996, the City Council entered into a wholesale agreement with Xenia Rural Water District to supply potable water from Ames to Xenia through a water metering facility installed by Xenia near the intersection of Bloomington Road and G. W. Carver Avenue in northern Ames. Appendix A to the original agreement allowed for the sale of up to 500,000 gallons per day. At Xenia's request, Appendix A was modified eight months later to reduce the maximum daily sale to 250,000 gallons per day. Since that time, Xenia has purchased a varying amount of water from Ames, based on their operating needs and the capacity of their installed infrastructure. Currently, Xenia is able to take only around 120,000 gallons per day from that existing metered connection. KEY AMENDMENTS: Staff from Ames and Xenia have been in conversations over the past two years about a potential increase to the maximum quantity allowed under the agreement. The parties have reached terms that both staffs are able to support and recommend to their decision making bodies. Key terms of the agreement are described below, with the full text of the amendment attached. Xenia will be permitted to construct a new pump station on City-owned land at the Mortensen and County Line (MAC) tower site. This specific element of the agreement is the subject of the required public hearing. The maximum day water capacity will be increased from 250,000 gallons per day to 500,000 gallons per day, on a monthly average basis. Xenia may be permitted to purchase water in excess of this amount with the City's concurrence and at the City's sole discretion. There is no contractual requirement or obligation for Ames to make water in excess of 500,000 gallons per day available. In the 1996 agreement (as amended in 1997), Xenia made a one-time capacity reimbursement for the 250,000 gallons per day covered by the agreement. In this new amendment, Xenia will make an additional one-time payment to the City of $1,464,500 as a reimbursement to the City for the incremental 250,000 gallons per day capacity increase. That payment does not constitute ownership by Xenia of any portion of Ames' infrastructure; it is simply to reimburse Ames' customers for prior expenses. 413 New volumetric rates will be adopted During the first five years of the agreement, Xenia will purchase water at Ames' "Non-peaking Industrial Rate" that appears in Chapter 28 Division II of t h e Municipal Code. Xenia intends to immediately maximize the quantity they are able to take from Ames (approximately 120,000 gallons per day) through their existing north connection. However, Xenia initially will not be able to take the full 500,000 gallons per day. They will be installing new infrastructure to the south and west of Ames, including the pump station, and that infrastructure is needed before they can take the full contract quantity. After five years, Xenia will be required to qualify annually for the "Non-peaking Industrial Rate." To qualify, they must demonstrate that their summer peak demands are no greater than 120% of their winter average demand. It is Xenia's ultimate intent to consistently draw 500,000 gallons per day from Ames, allowing them to meet that requirement. They would use their other water sources to make up any daily or seasonal fluctuation in their demand. If Xenia does not meet the requirements for the Non-Peaking Industrial Rate, they would then be billed under the City's adopted Non-Residential Rate. After the initial five years, there is also a "minimum take" clause, whereby Xenia will be billed for a minimum of 200,000 gallons per day, even if their demand falls below that level. This clause ensures that Ames continues to receive at least some measure of financial benefit from the capacity that is being reserved for Xenia's use. Because the agreement references the City's adopted rates, the amount charged to Xenia will automatically adjust in tandem with any future rate increases adopted by the Ames City Council for customers within Ames. A key consideration that was important to the City and agreed to by Xenia was to lower the water service territory buyout terms for the developments known as Auburn Trails and Hayden's Preserve. This new agreement would supersede existing agreements that set the buyout costs at approximately $2,800 per dwelling unit, and set a new buyout price of $3,000 per acre. It is anticipated that this change will improve the financial viability of these residential developments moving forward. While not a specific element of the agreement, it is anticipated by both Ames and Xenia that the increased quantities will help facilitate development in the western and southwestern fringes of Ames. It will enable Xenia to provide a water distribution system that can meet urban demands including fire flows, likely eliminating water supply as an impediment to future annexations to the west. The agreement will have a 40-year term. After that, either party may terminate for any reason with 48-months advance notice. All other terms of the 1996 agreement would remain in place. 414 UTILITY AND SOURCE WATER IMPACTS: The Ames Water Plant currently has an average day demand of 6.5 million gallons per day, and a peak day demand of 9.5 million gallons per day. The treatment plant has a rated capacity of 15 million gallons per day, and staff is implementing a "split treatment" improvement that will increase the capacity by an additional 0.75 million gallons per day. The City's developed source water supply is estimated to have a sustainable drought yield of 16 to 18 million gallons per day. This unused capacity is currently not generating any revenue for the utility. Xenia is currently purchasing very little water under the existing agreement. With this amended agreement, Ames' existing customers will benefit by being able to spread the utility's fixed costs over additional gallons while utilizing surplus treatment capacity. Initially, Xenia's estimated 120,000 gallons per day usage will generate $170,000 per year (FY 2026 adopted rates) in additional revenue to the utility. Once their infrastructure improvements are in place and they can take the full 500,000 gallons per day, this agreement will generate an additional $703,000 in additional revenue per year. When including the one-time up-front payment and accounting for increased variable operating costs (such as electricity, chemicals, and lime sludge disposal), this agreement would improve the Water Fund balance by $5.42 million over the next ten years. Iowa Code requires a public hearing before "disposing of an interest in real property," including long-term leases. At its April 14 meeting, the City Council set April 28 as the date of the public hearing for the terms of the amendment that would permit Xenia to construct a booster pump station and water lines on the City's property at 900 S 500th Avenue; the site of the Mortensen and County Line ("MAC") water tower. Immediately following the hearing, Council may take action to approve the proposed amendment with Xenia. At its April 23 meeting, the Xenia Rural Water District's Board of Directors approved the amended agreement. The agreement will become effective immediately upon approval from the Ames City Council. ALTERNATIVES: 1. Take action on Amendment Number Two to the agreement with Xenia Rural Water District: a. Hold a Public Hearing on the terms and conditions to allow Xenia to construct a pump station, water lines, and associated appurtenances on City-owned property located at 900 S 500th Avenue (Mortensen and County Line Water Tower site) b. Adopt a resolution approving the contract amendment with Xenia as proposed 2. Hold the Public Hearing, then direct staff to negotiate different terms to the proposed amendment 3. Hold the Public Hearing, and then take no subsequent action on the agreement 415 CITY MANAGER'S RECOMMENDED ACTION: The City of Ames and Xenia Rural Water District have an established 30-year-old agreement that allows Xenia to purchase potable water from the City of Ames for Xenia's subsequent resale to their direct customers. Strengthening Xenia's ability to provide urban water service in its territory outside Ames would benefit both parties by enabling growth to the west and southwest of Ames' current city limits. The agreement will eventually generate revenue to Ames estimated to be in excess of $700,000 annually. An immediate effect of the agreement is that it will help facilitate two key residential developments in Ames, Auburn Trails and Hayden's Preserve, by significantly lowering the cost to transfer the water service territory from Xenia to Ames. The agreement ties the volumetric water rate that Xenia would pay to the Non-Peaking Industrial Rate being charged to industrial customers within the Ames city limits, ensuring that Ames' customers are not subsidizing Xenia's customers. In addition, it will also provide a one-time payment to the Water Fund of $1,464,500. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): FINAL DRAFT Xenia Agreement.pdf 416 DO NOT WRITE IN SPACE ABOVE THIS LINE, RESERVED FOR RECORDER Prepared by: Mark O. Lambert, City Attorney, 515 Clark Avenue, Ames, Iowa 50010 (Phone: 515-239-5146) Legal Description: See Page 2 Return to Ames City Attorney, 515 Clark Ave, Ames, IA 50010 AMENDMENT TO OCTOBER 22, 1996 AGREEMENT BETWEEN THE CITY OF AMES, IOWA AND XENIA RURAL WATER DISTRICT, AND LEASE AGREEMENT WHEREAS, the parties to this agreement are the City of Ames, Iowa (“City”), a municipal corporation, and Xenia Rural Water District (“Xenia”); and, WHEREAS, the City, through its Water & Pollution Control Department, and Xenia have had a wholesale agreement in place since October 1996 as amended by the First Amended Appendix A on June 24, 1997 (“1996 Agreement”); and, WHEREAS, the City and Xenia are mutually interested in supporting growth in and adjacent to Ames; and, WHEREAS, the City has a developed source water, treatment, and pumping capacity capable of supporting Xenia’s requested quantity of water; and, WHEREAS, the parties now wish to amend the 1996 Agreement; and WHEREAS, the City and Xenia have mutually agreed to terms and conditions that will appropriately compensate existing Ames customers for their prior investments and that is likewise financially viable for Xenia; THEREFORE, the parties hereby agree as follows: 1. The City grants Xenia permission to construct facilities on City property at the MAC Tower site on 500th Avenue, Ames, Iowa. The City and Xenia agree that Xenia will construct and install a pump station and underground discharge water lines at said City property. Xenia will retain ownership of the pump station and discharge water lines. The 417 2 City will specify the route that Xenia will use to access the pump station. Xenia is responsible for repairing any damage to City property caused by Xenia in the construction and/or operation of its facilities, and if such damage occurs, Xenia will restore City land or property to its original condition at Xenia’s expense. 2. Xenia will construct its pump station and underground discharge water lines at locations specified in advance by the City, but generally within the following area, which the City as lessor hereby leases to lesee Xenia: Parcel ‘A’: Part of the Northwest Fractional Quarter of the Southwest Fractional Quarter of Section 7, Township 83 North, Range 24 West of the 5th P.M., Story County, Iowa more particularly described as follows: Commencing at the West Quarter Corner of said Section 7; thence N89° 35’53”E, 110.00 along the north line of the Southwest Fractional Quarter of said Section 7 to a point on the easterly right of way line of 500th Street; thence following said line S0°44’36”E, 100.30 feet to the point of beginning; thence continuing S00°44’36”E, 204.97 feet to a point on the northerly right of way line of the U.S. Highway #30; thence S67°46’53”E, 238.31 feet along said line; thence N00°03’46”E, 296.64 feet; thence S89°35’53”W, 223.60 feet to the point of beginning, containing 1.28 acres. 3. Xenia will be responsible for all of the operations and maintenance (O&M) costs of the pump station. Xenia will provide property/casualty insurance for the structures, as the Xenia structures will not be insured by the City. Xenia acknowledges that it assumes the risk for all of its facilities, and that the City is not liable for any damage to Xenia facilities caused by Xenia, its staff, agents or contractors, or any third party unaffiliated with the City. 4. The exact placement and the connection to the City water distribution system shall be approved in advance by the City. 5. Structures built on City property will be subject to all standard City building requirements, inspections, and permits. 6. Paragraph 3 of the 1996 Agreement is amended to provide that meters shall be provided by City. Installation of said meters will be by Xenia. Ownership and perpetual maintenance will be the same as the 1996 Agreement. 7. Meter setting shall be reviewed and approved in advance by the City. 8. Remote radio read will be performed by the City. 9. Appendix A, Paragraph 1 is amended as follows: The Water Capacity Reserved is increased to “up to 500,000 gallons per day,” a 250,000 gallon-per-day increase from the current 250,000 gallon-per-day agreement. 418 3 10. The concept of the “Extra-Use Ratio” contained in Appendix A Paragraph 3 of the original agreement is hereby stricken. In its place, the parties agree that, if and only if Ames has available water capacity and wishes to provide that available capacity to Xenia, and Xenia wishes to purchase quantities in excess of the Water Capacity Reserved, the rate charged will be at the rates discussed below. There will be no surcharge or penalty for exceeding the Capacity Reserved. It is understood that Ames is under no obligation to provide quantities in excess of the Capacity Reserved. Xenia agrees to immediately (within 24 hours) limit its usage to the Capacity Reserved upon notification by the City of Ames. If it fails to do so, Ames may take measures to limit the volume available, such as throttling a valve. 11. Appendix A Paragraph 2. A new payment for capacity purchase as reimbursement of existing capacity in the water utility for the incremental 250,000 gpd increase shall be $1,464,500. 12. MINIMUM PURCHASE: a. During the INITIAL 5 YEARS OF THE AGREEMENT, there shall be no minimum purchase quantity. b. After the expiration of the INITIAL 5-YEAR PERIOD, there will be a minimum purchase quantity. Thereafter, Xenia agrees to purchase a minimum of 200,000 gallons per day, calculated on a calendar month average. Xenia will be billed by Ames for a minimum of 200,000 gallons per day, even if the actual demand is less than that amount. When the actual demand exceeds 200,000 gallons per day, Xenia will be billed by Ames for the actual quantity used. 13. VOLUMETRIC PRICING: Paragraph 5 of the 1996 Agreement and details of volumetric pricing in Appendix A Paragraph 3 are replaced by the following: a. An underlying premise in the agreement on rates is Xenia’s intent to ultimately maximize their withdrawal from Ames, such that the flow rate is consistent on a year- round basis. b. During the INITIAL 5-YEAR PERIOD, Xenia will be billed at the rate established in the Ames Municipal Code at Section 28.201(3) “Non-Peaking Industrial Rate.” c. AFTER THE EXPIRATION OF THE INITIAL 5-YEAR PERIOD, Xenia’s demand pattern will be evaluated by the City on an annual basis for continued eligibility for the “Non-Peaking Industrial Rate.” The eligibility calculation shall be the average of the preceding “winter months” compared against the highest monthly average “summer month” during the preceding calendar year. d. Also AFTER THE EXPIRATION OF THE INITIAL 5-YEAR PERIOD, should Xenia not meet the requirements in the Ames Municipal Code for the “Non-Peaking Industrial Rate,” they would be billed for all water purchased at the unit rate contained in 419 4 the Ames Municipal Code Chapter 28, Section 28.201(2) “Non-residential (Commercial) Rates.” This includes the summer/winter rate structure. e. It is understood that the rates contained in Chapter 28 may be amended from time to time by the Ames City Council. The intent of this agreement is that the rates charged to Xenia would move identically to rates charged to other non-residential accounts in Ames. 14. AUBURN TRAIL AND HAYDEN’S PRESERVE SERVICE TERRITORY: This agreement replaces and supersedes the service territory buy-out cost from previous agreements regarding the Auburn Trail and Hayden’s Preserve developments. The new buyout terms shall be $3,000 per gross acre. All other provisions related to the service territory buyout remain unaltered. 15. TERM OF AGREEMENT: This agreement will become effective as of the date of approval by the Ames City Council, and will remain effective for 40 years from the effective date. After the end of the 40-year period, the agreement will continue in effect until terminated by either party. Either party may terminate for any reason with 48-months advance notice. At such time as the agreement terminates, Xenia agrees to promptly remove all of its infrastructure, including the proper abandonment of its connection to the Ames system at Xenia’s expense within six months, although extensions of that time may be granted by the City. IN WITNESS WHEREOF, the parties hereto have caused this instrument to be signed and sealed by their duly authorized representatives: 420 5 XENIA RURAL WATER DISTRICT Attest: By: Peter Jensen, Secretary Dan Lovett, Chairperson STATE OF IOWA, COUNTY OF STORY, SS.: This instrument was acknowledged before me on by Peter Jensen and Dan Lovett, as Secretary and Chairperson, respectively, of Xenia Rural Water District. __________________________________________ Notary Public My commission expires:______________________ 421 6 CITY OF AMES, IOWA Passed and approved on by Resolution No. , adopted by the City Council of Ames, Iowa. Attest: By: Renee Hall, City Clerk John A. Haila, Mayor STATE OF IOWA, COUNTY OF STORY, SS.: This instrument was acknowledged before me on by Renee Hall and John A. Haila, as City Clerk and Mayor, respectively, of the City of Ames, Iowa. __________________________________________ Notary Public My commission expires:______________________ 422 ITEM #:44 DATE:04-28-26 DEPT:W&PC SUBJECT:FY 2026/27 DRINKING WATER AND SANITARY SEWER RATES COUNCIL ACTION FORM BACKGROUND: On April 14, 2026, staff presented Council with an overview of recent trends in water and sewer rates in Ames, across Iowa, and throughout the US. The presentation also shared projected balances in the Water and Sewer Funds over the next ten years based on the anticipated operating and capital expenses, and a likely pattern of rate increases that would be needed to fully fund the anticipated expenses. For the upcoming 2026/27 Fiscal Year, staff has recommended the adoption of a 3.5% across-the-board increase in water rates, and a 5.5% across-the-board increase in sewer rates. The new rates would be effective for bills mailed on or after July 1, 2026. The attached ordinance prepared by the Legal Department would implement those increases. The ordinance also deletes obsolete language in 28.304 that was related to the original financing of the Water Pollution Control Facility and is no longer applicable. ALTERNATIVES: 1. Approve on first reading the attached ordinance increasing water rates by three-and- one-half percent (3.5%) and increasing sanitary sewer rates by five-and-one-half percent (5.5%), effective for charges billed on or after July 1, 2026. 2. Direct staff to make modifications to the rate ordinance to enact some alternate rate adjustment. 3. Do not take any action to adjust the water and sanitary sewer rates and give staff direction on expenditure reductions in order to maintain positive balances in the Water and Sewer Funds CITY MANAGER'S RECOMMENDED ACTION: The proposed rate increases are necessary to fund the ongoing operations and maintenance budget plus the anticipated capital improvements projects. The recommendation is part of a consistent, predictable pattern of rate increases projected over the next ten years. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, thereby approving on first reading an ordinance that increases water rates by three-and-one-half percent (3.5%) and that increases the sanitary sewer rates by five-and-one-half percent (5.5%), effective for charges billed on or after July 1, 2026. ATTACHMENT(S): FINAL DRAFT Ordinance Water-Sewer Rates FY2026-27.PDF 423 ORDINANCE NO. __________ AN ORDINANCE TO AMEND THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA, BY AMENDING SECTIONS 28.201(1)(2)(3)(4)(5)(7)(8), 28.303 and 28.304(3) THEREOF, FOR THE PURPOSE OF AMENDING WATER AND SEWER RATES AND CHARGES REPEALING ANY AND ALL ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT TO THE EXTENT OF SUCH CONFLICT; AND ESTABLISHING AN EFFECTIVE DATE. BE IT ENACTED, by the City Council for the City of Ames, Iowa, that: Section One. The Municipal Code of the City of Ames, Iowa shall be and the same is hereby amended by amending Sections 28.201(1)(2)(3)(4)(5)(7)(8), 28.303 and 28.304(3) as follows: DIVISION II WATER SERVICE “Sec. 28.201. WATER RATES AND CHARGES The rates and charges for water supplied to consumers by the water utility of the city, to be billed on or after July 1, 2025, 2026 are as follows: (1) Residential Rates. *** (b)Rate per billing period.For each monthly billing period a residential rate customer: (i) shall be charged a minimum charge based on meter size, and in addition (ii) shall be charged for water usage during the billing periods as follows: (a) for bills mailed on or between July 1 and October 31 (summer period): $0.0288 $0.0298 per cubic foot for the first 1000 cubic feet of usage $0.0508 $0.0525 per cubic foot for the next 1500 cubic feet of usage $0.0288$0.0790 per cubic foot for all usage over 2500 cubic feet (b) for bills mailed on or between November 1 and June 30 (winter period): $0.0288$0.0298 per cubic foot (2)Non-residential (Commercial) Rates *** (b)Rate per billing period:For each monthly billing period a non-residential customer: (i) shall be charged a minimum charge based on meter size, and in addition (ii) shall be charged for water usage during the billing periods as follows: (a) for bills mailed on or between July 1 and October 31 (summer period): $0.0376 $0.0389 per cubic foot (b) for bills mailed on or between November 1 and June 30 (winter period): $0.0288 $0.0298 per cubic foot 424 (3)Non-Peaking Industrial Rate. *** (b)Rate per Billing Period.For each monthly billing period a non-peaking industrial rate customer: (i) shall be charged a minimum charge based on meter size, and in addition (ii) shall be charged for water usage during the billing periods as follows: (a) for bills mailed on or between July 1 and October 31 (summer period): $0.0288 $0.0298 per cubic foot (b) for bills mailed on or between November 1 and June 30 (winter period): $0.0288 $0.0298 per cubic foot (4)Irrigation and Yard Water Service Rate. *** (b)Rate per Billing Period.For each monthly billing period an irrigation and yard water rate customer: (i) shall be charged a minimum charge as described below, and in addition (ii) shall be charged for water usage during billing periods as follows: (a) for bills mailed on or between July 1 and October 31 (summer period): $0.0415 $0.0429 per cubic foot for the first 2000 cubic feet of usage $0.0763 $0.0790 per cubic foot for the next 3000 cubic feet of usage $0.1270$0.1315 per cubic foot for all usage greater than 5000 cubic feet. (b) for bills mailed on or between November 1 and June 30 (winter period): $0.0288 $0.0298 per cubic foot (5)Rural Water Rate. *** (b)Rate per billing period.For each monthly billing period, a rural water rate customer: (i) shall be charged a Rural water minimum charge based on meter size. (ii) shall be charged for water usage during billing periods as follows: (a) for bills mailed on or between July 1 and October 31 (summer period): $0.0477 $0.0493 per cubic foot for the first 2000 cubic feet of usage $0.0877 $0.0908 per cubic foot for the next 3000 cubic feet of usage $0.1461$0.1512 per cubic foot for all usage greater than 5000 cubic feet. (b) for bills mailed on or between November 1 and June 30 (winter period): $0.0331$0.0342 per cubic foot for all consumption *** (7)Minimum charges.For each monthly billing, each customer shall be charged a minimum monthly charge based on the size of the water meter (s) and/or irrigation meter (s) at each location. The minimum monthly charge may be prorated, based on a 30-day billing period, for the customer’s initial and/or final bills, provided that in no case shall the minimum monthly charge be less than seven dollars and six thirty-one cents $7.06 $7.31). 425 The minimum monthly charge for each water meter location shall be as follows: (8)Multiple dwellings – Mobile home parks.Multiple dwellings, including mobile home parks, may be serviced from a single water meter. However, there shall be a surcharge added to the water rates set forth above, to be calculated as follows: For a 5/8 inch meter serving 2 or more dwelling units..............$4.23$4.38/month/unit For a ¾ inch meter serving 4 or more dwelling units............... $4.23$4.38/month/unit For a 1 inch meter serving 8 or more dwelling units................ $4.23$4.38 /month/unit For a 1-1/2 inch meter serving 16 or more dwelling units........ $4.23$4.38/month/unit For a 2 inch meter serving 30 or more dwelling units..........126.61$131.04/month for the first 30 units plus $6.57 $6.80/month per unit for each additional unit in excess of 30 units For a 3 inch or larger meter serving any number of dwelling units $5.81 $6.02/month/unit For the purposes of this section, a dwelling unit is defined as a self-contained living facility, (i.e., including kitchen and bath) such as an apartment or a licensed independent mobile home space. *** Size of Meter Residential, Non-Residential, Non-Peaking Industrial, and Irrigation Account Yard Water Accounts Rural Water Accounts 5/8”or 5/8” x 3/4”$14.70 $15.21 $5.5 7$5.77 $16.91 $17.50 3/4 inch $29.39 $30.42 $8.64 $8.94 $33.80 $34.99 1 inch $58.80 $60.85 $12.40 $12.46 $67.62 $69.99 1-1/2 inch $117.59 $121.71 16.61 $17.19 $135.24$139.97 2 inch $235.19 $243.42 $22.08 $22.85 $270.46$279.93 2 inch, battery of 2 $455.53 $471.48 --$523.86 $542.20 2 inch, battery of 3 $675.97 $699.63 --$777.37 $804.58 3 inch $470.26 $486.72 $28.72 $29.72 $540.81 $559.74 4 inch $793,53 $821.31 $35.70 $36.95 $912.56 $944.50 6 inch $1,322.55 $1,368.83 $42.76 $44.26 $1,520.93 $1,574.16 8 inch $2,645.09 $2,737.67 $49.82 $51.56 $3,041.85 $3,148.31 10 inch $3,967.64 $4,106.50 $56.34 $58.32 $4,562.78 $4,722.48 426 DIVISION III SEWERS Sec. 28.303. USE OF RATE REVENUE. The user charge system shall generate adequate annual revenues to pay costs of annual operation and maintenance, including replacement, and costs associated with debt retirement of bonded capital associated with financing the treatment works which the City may by ordinance designate to be paid by the user charge system. That portion of the total user charge, which is designated for operation and maintenance, including replacement of the treatment works, shall be established by this ordinance. That portion of the total user charge collected which is designated for operation and maintenance, including replacement, shall be deposited in a separate non-lapsing fund known as the WPC Operation, Maintenance and Replacement Fund. Fiscal year-end balances in the operation, maintenance, and replacement fund shall be used for no other purposes than those designated. Monies which have been transferred from other sources to meet temporary shortages in the operation, maintenance, and replacement fund shall be returned to their respective accounts upon appropriate adjustment of the user charge rates for operation, maintenance, and replacement. The user charge rate(s) shall be adjusted such that the transferred monies will be returned to their respective accounts within six months of the fiscal year in which the monies were borrowed. Sec. 28.304. SEWER RATES ESTABLISHED. *** (3)The rates and charges for sewer service provided by the sewer utility of the City, to be billed on or after July 1, 20252026, for each monthly billing period are as follows: (a)Resident Customers. The Resident Rate shall apply to all customer accounts within the Ames corporate limits. (i) a monthly minimum charge of thirteen dollars and seventy-three cents ($13.73) fourteen dollars and forty-eight cents ($14.48). (ii) a charge for sewer usage during the billing period of three dollars and fifty-one cents ($3.51) three dollars and seventy cents ($3.70) per 100 cubic feet. (b)Nonresident Customers. The Nonresident Rate shall apply to all customers accounts outside the Ames corporate limits, except for those covered by a separate wholesale contract or agreement for service. (i) a monthly minimum charge of fifteen dollars and seventy-nine cents ($15.79) sixteen dollars and sixty-six cents ($16.66). (ii) a charge for sewer usage during the billing period of four dollars and four cents ($4.04) four dollars and twenty-six cents ($4.26) per 100 cubic feet. (c) The minimum monthly charge may be prorated, based on a 30-day billing period, for the customer’s initial and/or final bills, provided that in no case shall the prorated minimum monthly charge be less than five dollars and twenty-seven ($5.27)five dollars and fifty- six cents ($5.56). ***” 427 Section Two. All ordinances, or parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict, if any. Section Three. This ordinance shall be in full force and effect from and after its passage and publication as required by law. Passed this day of , 2026. ________________________________________________________ John A. Haila, Mayor First Reading: Second Reading: Third Reading: Passed on: I, Renee Hall, City Clerk of the City of Ames, Iowa, hereby certify that the above and foregoing is a true copy of Ordinance No. ______________, passed by the City Council of said City at the meeting held on ______________________and signed by the Mayor on ___________________________, and published in the Ames Tribune on ___________________________. ________________________________ Renee Hall, City Clerk 428 To:Mayor & City Council From:Amelia Schoeneman, Planner Date:April 28, 2026 Subject:Rezoning of property at 4605 and 4510 Hyde Item No. 45 MEMO The ordinance rezoning property located at 4605 & 4510 Hyde and adjacent properties to the North (Auburn Trail Development) is attached for City Council's review and consideration for third reading and adoption. As the requested rezoning is to the Suburban Residential Floating Zone Residential Low Density (FS-RL) Zone, a Master Plan is required. The Master Plan establishes types of uses allowed for the site (single family detached and attached housing), access points, and general open space set asides. City Council approved on first reading the rezoning with Master Plan on March 24. As part of the approval of the first reading, City Council required a Master Plan to be accompanied by a Zoning Agreement signed by the property owner prior to the third reading of the rezoning ordinance. The Zoning Agreement requires future development comply with the Master Plan. The Master Plan and Zoning agreement will replace previously approved versions. The main changes include adding the two outlots to the north of 4605 Hyde to the development, changes to the layout of open space within the project, and removing the developer's obligation to construct a shared use path along Hyde Avenue from the zoning agreement. More information on these changes can be found in the March 24 Council Action Form on the rezoning request. The applicant will deliver to staff the attached Zoning Agreement signed by the property owner in time for the third reading. This agreement should be approved by the City Council before approving the rezoning on third reading. ATTACHMENT(S): 4605 & 4510 Hyde Ave - Rezoning.pdf Draft Zoning Agreement Planning and Housing 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 429 DO NOT WRITE IN THE SPACE ABOVE THIS LINE, RESERVED FOR RECORDER Prepared by: Renee Hall City Clerk’s Office, 515 Clark Avenue, Ames, IA 50010 Phone: 515-239-5105 Return to: Ames City Clerk, P.O. Box 811, Ames, IA 50010 ORDINANCE NO. AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF AMES, IOWA, AS PROVIDED FOR IN SECTION 29.301 OF THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA, BY CHANGING THE BOUNDARIES OF THE DISTRICTS ESTABLISHED AND SHOWN ON SAID MAP AS PROVIDED IN SECTION 29.1507 OF THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA; REPEALING ALL ORDINANCES AND PARTS OF ORDINANCES IN CONFLICT HEREWITH AND ESTABLISHING AN EFFECTIVE DATE BE IT HEREBY ORDAINED by the City Council of the City of Ames, Iowa; Section 1: The Official Zoning Map of the City of Ames, Iowa, as provided for in Section 29.301 of the Municipal Code of the City of Ames, Iowa, is amended by changing the boundaries of the districts established and shown on said Map in the manner authorized by Section 29.1507 of the Municipal Code of the City of Ames, Iowa, as follows: That the real estate, generally located at 4605 and 4510 Hyde Avenue plus two adjacent parcels to the north (Outlots A & B in the Cochrane Farms Subdivision), is rezoned from Agricultural “A” to Floating Suburban Residential Low-Density “FS-RL” Real Estate Description: Outlot ‘A’ and Outlot ‘YY’ of Auburn Trail Subdivision, First Addition, and also, Outlot ‘A’ and Outlot ‘B’ of Cochrane Farm Subdivision, all in the City of Ames, Story County, Iowa. Parcels contain a combined 3,243,434 sq. Ft. (74.459 ac.) Section 2: All other ordinances and parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict. Section 3: This ordinance is in full force and effect from and after its adoption and publication as provided by law. ADOPTED THIS day of , . 430 Renee Hall, City Clerk John A Haila, Mayor 431 REZONING AGREEMENT AND ADOPTION OF A MASTER PLAN FOR PROPERTIES AT AND IN THE VICINITY OF 4605 & 4510 HYDE AVENUE THIS AGREEMENT, made and entered into this _________ day of April 2026, by and between the City of Ames, Iowa, (hereinafter “City”) and Erben & Margaret Hunziker Apartments, LLC, and Hunziker Development Group, LLC, both Iowa limited liability companies, their successors and assigns (together hereinafter “Developer”), collectively referred to as the “Parties,” WITNESSETH THAT: WHEREAS the Parties hereto desire the improvement and redevelopment of real property in the City of Ames, locally known as 4510 Hyde Avenue, 4605 Hyde Avenue and certain properties located in the vicinity of said properties (collectively hereinafter referred to as the “Site”) which are legally described as: Outlot YY, Auburn Trail Subdivision, First Addition, Ames, Iowa, (Tax Parcel No. 05-22- 300-001), and Outlot A, Auburn Trail Subdivision, First Addition, Ames, Iowa, (Tax Parcel No. 05-21- 400-007), and Outlot A, Cochrane Farm Subdivision, Ames, Iowa, (Tax Parcel No. 05-21-400-004), and Outlot B, Cochrane Farm Subdivision, Ames, Iowa, (Tax Parcel No. 05-21-400-006). WHEREAS, Developer holds title titleholder of the Site, which is designated Residential Neighborhood 3 (RN-3) on the Ames Plan 2040. Developer is seeking rezoning of the Site from S P A C E A B O V E R E S E R V E D F O R O F F I C I A L U S E Legal description: Return document to: Document prepared by: 432 the current zoning of Floating Suburban Residential Low-Density (FS-RL) and Agricultural (A) to Floating Suburban Residential Low-Density (FS-RL) with Master Plan; and WHEREAS, Developer proposed the rezoning of the Site “to allow for residential housing . . . [and] to rezone certain 50 foot segments that were previously in the County but have been annexed since the rezoning request;” and WHEREAS, Developer has proposed a Master Plan to address compatibility of use and layout of the site with the proposed FS-RL zoning; and WHEREAS, the City Council has determined that due to specific conditions that exist on or around the area proposed to be rezoned, or due to specific situations that require more careful consideration of how the layout and design of a site affects general health, safety and welfare, a Master Plan is necessary for the proposed rezoning request as set forth in Ames Municipal Code §29.1507; and WHEREAS, Developer has submitted a Master Plan in conformance with the requirements set forth in Ames Municipal Code §29.1507(4); and WHEREAS, Ames Municipal Code §29.1507(5) mandates a zoning agreement when a Master Plan is required and that all development of the Site comply with the Master Plan. NOW, THEREFORE, the Parties hereto have agreed and do agree as follows: I. MASTER PLAN ADOPTED The Master Plan set forth as Attachment A and incorporated by reference in this Agreement shall be the Master Plan for the Site. Developer agrees that all development upon the Site shall follow and comply with the Master Plan attached hereto. Developer further agrees that: (1) Developer shall restrict uses upon the Site as shown on the Master Plan. (2) Developer shall adhere to the general layout shown in the attached Master Plan in all material aspects. II. NON-INCLUSION OF OTHER OBLIGATIONS The Parties acknowledge and agree that this Agreement is being executed to fulfill a specific requirement of §29.1507(5) of the Ames Municipal Code. It is also understood that this Agreement supplements but does not replace or supersede any agreements made with the City, except as otherwise provided below, or agreements with third parties. The Parties further acknowledge that all site development and subdivision standards continue to apply to the Site. 433 III. GENERAL PROVISIONS A. Modification. The Parties agree that this Agreement may be modified, amended, or supplemented only by written agreement of the Parties. In addition, any modifications or changes to the Master Plan shall be undertaken in accordance with the process provided for in Ames Municipal Code §29.1507(5). B. Incorporation of Recitals and Exhibits. The recitals, together with all exhibits attached hereto, are confirmed by the Parties as true and incorporated herein by reference as if fully set forth verbatim. The recitals and exhibits are a substantive contractual part of this Agreement. C. Prior Agreements. The terms of this Agreement replace in their entirety the Contract Rezoning Agreement dated July 21, 2021, and recorded July 19, 2021, as Instrument No. 2021-09213, as modified by Resolution 23-611, adopted by the City of Ames. Insofar as there are other agreements affecting this Site in which the City is a party, said agreements are hereby reaffirmed to the extent they are not expressly modified by this Agreement. D. Noninclusion of Other Improvement Obligations. The Parties acknowledge and agree that it is not possible to anticipate all the infrastructure and Code requirements that the Developer may be required to complete or comply with to properly develop the Site. Therefore, the Parties agree that all work done by and on behalf of the Developer with respect to other improvements, including but not limited to, building design, building construction, and utilities, both on-site and off-site, shall be made in compliance with the Iowa Code, SUDAS, and all other federal, state, and local laws and policies of general application, including but not limited to building and zoning codes, whether or not such requirements are specifically stated in this Agreement. E. Successors and Assigns. This Agreement shall be binding on the successors and assigns of the Parties. IN WITNESS WHEREOF, the Parties hereto have caused this instrument to be executed effective as of the date first above written. [ S I G N A T U R E S F O L L O W ] 434 Dated _______________, 2026. ERBEN AND MARGARET HUNZIKER APARTMENTS, L.L.C. STATE OF IOWA, COUNTY OF STORY, SS.: This instrument was acknowledged before me on _________, 2026, by Dean E. Hunziker and Jon E. Hunziker, as Managers of Erben and Margaret Hunziker Apartments, L.L.C. NOTARY PUBLIC STATE OF IOWA, COUNTY OF STORY, SS.: This instrument was acknowledged before me on __________, 2026, by Justin R. Dodge, as Manager of Hunziker Development Group, LLC. NOTARY PUBLIC 435 Passed and approved on ________________________, 2026, by Resolution No. 26-________ adopted by the City Council of the City of Ames, Iowa. CITY OF AMES, IOWA John A. Haila, Renee Hall, STATE OF IOWA, COUNTY OF STORY, SS.: This instrument was acknowledged before me on _______________________, 2026, by John A. Haila and Renee Hall, as Mayor and City Clerk, respectively, of the City of Ames, Iowa. NOTARY PUBLIC 436 Exhibit A – Master Plan 437 16 2 3 4 27 / C C C E E C E EE CEE E CC 15 0 2 4 23 / C C C EC D D D CE M MM 16 2 1 2 23 / C C S H D D CL V T D D CLV T X XX X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X C EGGll l X X E XXX X X X X X X X X X X X llll X X X C CA P P E D 8 " S A N I T A R Y S E W E R FL : 9 0 6 . 5 5 llllllllll OEOEOEOEOEOEOEOEOEOEOE >>>>>>>>E-DE-DE-DE-DE-DE-DE-DE-DE-D >>>>>>>> >>>>>>>>>>>>>>>>>>E-DC-D C-D C-D C-D C-D C-D C-D C-D C-D >>>>>>>>>>>>>>>>D S E CC C S X XX X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X C EGGll l X X E XXX X X X X X X X X X X X llll X X X C E E E S S > > 955 955 955 955 955 960 960 96 0 965 970 940 945 95 0 955 960 965 970 940 94 5 950 95 5 92 592 5 930 93 0 935 940 94 5 940 94 5 950 95 5 96 0 94 5 950 955 955 955 96 0 96 5 960 965 S 8 9 ° 5 4 ' 0 7 " W 1 3 1 2 . 1 9 S 8 9 ° 5 2 ' 0 3 " W 6 7 1 . 9 0 N 27°5 2 ' 0 7 " W 8 5 4 . 3 8 L=533.77' N 8 9 ° 4 6 ' 0 5 " E 1 2 8 7 . 2 2 N 0°13'55" W 50.00 N 8 9 ° 4 6 ' 0 5 " E 1 1 6 2 . 9 9 S 0°13'55" E 50.00 N 8 9 ° 4 6 ' 0 5 " E 9 9 . 7 6 S 0°02'47" W 713.33S 0°02'47" W 0.00S 0°02'47" W 553.27N 0°02'47" E 520.29 S 8 9 ° 3 8 ' 4 1 " E 1 1 3 . 4 2 S 5 7 ° 4 8 ' 3 8 " E 1 1 6 . 9 3 L=100.63'L=45.65'S 0°38'38" E 36.84N 8 9 ° 2 1 ' 2 2 " E 2 2 0 . 7 9 S 0°06'07" W 305.38 N 8 9 ° 2 5 ' 3 6 " W 5 0 2 . 3 5 N 7°31'06" W 50. 4 1 N 8 9 ° 4 6 ' 0 5 " E 1 2 9 3 . 6 2 CO N N E C T I O N T O HA Y D E N ' S P R E S E R V E CO N N E C T I O N T O HA Y D E N ' S P R E S E R V E NO R T H S T R E E T CO N N E C T I O N H:\HUNZI\0A1123082\CAD\C3D\FIGR-123082-MASTER PLAN.dwg 3/4/2026 3:53:49 PM R Au b u r n T r a i l Hu n z i k e r L a n d D e v e l o p m e n t Fi g u r e 1 : M a s t e r P l a n Ma r c h 2 0 2 6 R FE E T SC A L E 0 15 0 30 0 HO R Z . 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AM E S , I O W A 5 0 0 1 0 LE G A L D E S C R I P T I O N OU T L O T ‘ A ’ A N D O U T L O T ‘ Y Y ’ O F A U B U R N T R A I L S U B D I V I S I O N , F I R S T A D D I T I O N , AN D A L S O , O U T L O T ‘ A ’ A N D O U T L O T ‘ B ’ O F C O C H R A N E F A R M S U B D I V I S I O N , AL L I N T H E C I T Y O F A M E S , S T O R Y C O U N T Y , I O W A PR E P A R E D B Y BO L T O N & M E N K 15 1 9 B A L T I M O R E D R I V E AM E S , I A 5 0 0 1 0 SU B M I T T A L D A T E FE B R U A R Y 2 0 2 6 EX I S T I N G Z O N I N G : " A " ( A G R I C U L T U R A L Z O N E ) PR O P O S E D : " F S - R L " ( S U B U R B A N R E S I D E N T I A L Z O N E R E S I D E N T I A L L O W DE N S I T Y ) (E N T I R E S I T E ) LE G E N D CO L O R U S E ZO N I N G DE V E L O P A B L E A C R E S SI N G L E F A M I L Y AT T A C H E D / D E T A C H E D FS - R L A R E A 56 . 0 5 A C DW E L L I N G U N I T S 15 5 - 1 9 0 DE N S I T Y 3. 7 5 - 4 . 4 0 HYDE AVENUE WELBECK DR SI N G L E - F A M I L Y A T T A C H E D / D E T A C H E D DE V E L O P A B L E A C R E S : 5 5 . 1 1 OPEN SPACE OPEN S P A C E OP E N S P A C E DE T E N T I O N A N D B U F F E R S FS - R L 1 8 . 4 1 A C NA NA CREST M O O R A V E . EX I S T I N G S T R E A M EX I S T I N G C E L L T O W E R CO N N E C T I O N T O S H A R E D US E P A T H CO L L E C T O R S T R E E T W I T H SH A R E D U S E P A T H SH A R E D U S E P A T H DE V E L O P A B L E AC R E S : . 9 4 A C R E S 43 8 To:Mayor & City Council From:Amelia Schoeneman, Planner Date:April 28, 2026 Subject:Zoning Text Amendment - West University Pedestrian Enhancement District Item No. 46 MEMO The zoning text amendment creating a new zoning overlay district (West University Pedestrian Enhancement District) related to Density, Parking, and Design Requirements to be applied between Sheldon and Hyland and Lincoln Way and Oakland is attached for the City Council's review and consideration of third reading and adoption. ATTACHMENT(S): DRAFT_Ordinance_ZTA_Overlay_Zone_O-WUPED.pdf Planning and Housing 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 439 ORDINANCE NO. __________ AN ORDINANCE TO AMEND THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA, BY ENACTING A NEW SECTION 29.1115, AND AMENDING SECTION 29.1100.2(m), TABLE 29.1204(5), AND SECTION 29.1502(7)(c)(xi), THEREOF, FOR THE PURPOSE OF ESTABLISHING OVERLAY ZONE (O-WUPED) WEST UNIVERSITY PEDESTRIAN ENHANCEMENT DISTRICT REPEALING ANY AND ALL ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT TO THE EXTENT OF SUCH CONFLICT; AND ESTABLISHING AN EFFECTIVE DATE. BE IT ENACTED, by the City Council for the City of Ames, Iowa, that: Section One. The Municipal Code of the City of Ames, Iowa shall be and the same is hereby amended by enacting a new Section 29.1115, and amending Section 29.1100, Table 29.1204(5), and Section 29.1502(7)(c)(xi), as follows: “Sec. 29.1100. OVERLAY ZONES. (1) Purpose. Each of these Overlay Zones is intended to supplement one or more established Base Zones, in order to conserve the single-family residential character of certain areas of the City; preserve the historical resources of the City; protect the environment; establish distinctive entries to the City; reflect the unique development and parking needs of areas impacted by proximity to Iowa State University; encourage context-sensitive infill development; and establish Lincoln Way as a multi-modal transportation corridor while allowing for a mixed commercial/residential use type. (2) Establishment. The Overlay Zones established by this Ordinance are: . . . (m) “O-WUPED” West University Pedestrian Enhancement District . . . Sec. 29.1115. “O-WUPED” West University Pedestrian Enhancement District (1) Purpose. The intent of O-WUPED is to implement the Comprehensive Plan Residential Neighborhood 4 (RN-4) (Walkable Urban) Land Use Designation by encouraging new multi-family or mixed-use development with an enhanced relationship between buildings, the pedestrian environment, and the character of the area as a distinct place. 440 (2) Establishment. O-WUPED applies to all lands that have a base zoning district of Residential High Density (RH) and are zoned O-WUPED on the Zoning Map. O-WUPED replaces the O-UIW West University Impacted District upon approval. A Zoning Map Amendment may be approved provided the City Council makes the following findings: a. The designation is consistent with the Comprehensive Plan and has a future land use designation of RN-4 or, subject to review of commercial opportunities as mixed use, is within the Neighborhood Commercial Mixed Use sub-designation of RN-4. b. The property has a residential zoning of RH or is concurrently proposed to be changed to RH. c. The property is located along and/or between Sheldon Avenue or Hyland Avenues, north of Lincoln Way and south of Oakland. d. The proposed development is a new construction apartment dwelling or mixed-use development. O-WUPED shall not apply to development that involves conversions of or additions to existing structures or to single- and two-family dwellings. e. The existing and proposed infrastructure for the development is sufficient in design and capacity to support the project with water, sanitary sewer, storm drainage, streets and other transportation related facilities including pedestrian facilities. f. A Major Site Development Plan (MSDP), consistent with Sec. 29.1502, is submitted concurrently with the petition for rezoning. The MSDP must demonstrate consistency with all requirements and standards of the Overlay. (3) Permitted Uses. The RH base zoning establishes permitted uses. (4) Site Development Plan. No use, buildings, or site improvements may be changed or constructed without receiving approval of a MSDP per 29.1502. (5) Distinction Between Design Standards, Design Principles, and Supplemental Development Standards. a. Design Standards are established as mandatory requirements to ensure the purpose of the Overlay is met in addition to conformance to other development standards of the City. b. The Design Principles are intended to guide the design components of the site and buildings and act as a framework to consider the project’s consistency with the Overlay’s purpose. c. Supplemental Development Standards provide flexibility regarding Zoning District and General Standards. In some instances, development may be required to exceed the 441 minimum standards and principles as part of the MSDP review to ensure the purpose of the Overlay is met. (6) Design Standards. The following design standards are the minimum requirements necessary for a project to be developed under the O- WUPED. a. Architectural Standards. i. Height. The maximum height of the principal building(s) shall be limited to 45 feet. ii. Materials. Clay brick shall be used as the primary building material with a minimum 60% coverage of each street facing facade. Measurement of the exterior surface does not include transparent windows, doors, and their trim. Garage doors are not exempt from the calculation. iii. Accent Features. The building design shall include architectural details to create visual interest and design diversity such as brick solider course, corbel, cornice, parapets, lintels, projecting window bays, inset windows, and variable roof lines. iv. Windows and Doors. (a) Street facing façades shall be subdivided and proportioned by openings, such as windows or doors, along no less than forty (40) percent of the length of the façade. For windows to be included in this calculation, they must be transparent. (b) Ground Floor Glazing. When a building includes ground floor commercial area, storefront glazing providing transparency into the commercial area is required. v. Entrances. (a) One main pedestrian entrance per primary façade shall be recessed or framed by a sheltering element such as an overhang, arcade or portico providing at least six feet of width and four feet of depth that is architecturally integrated into the overall design. For walk up units, alternative measures of stoops, doors with sidelights, or other types of accented entry features may be approved. (b) All other pedestrian entrances shall be otherwise provided with a sheltering and defining element. 442 b. Site Design Standards. i. Principal buildings shall be oriented towards the street and built at a maximum front setback of 25 feet. ii. Pedestrian Entrances and Sidewalks. (a) Each street facing façade shall include at least one functional pedestrian entrance for access to the building that includes a sidewalk that leads directly to the abutting street. The entrance should lead directly to a lobby or corridor providing access to internal units. iii. Parking Areas. No parking shall be permitted in the front yard, consistent with Article 4 of Chapter 29. Detached garages shall be rear or side loaded. Parking garages, podiums, or decks shall include screening of vehicles. iv. Driveways. Shared access is encouraged to minimize curb cuts and maintain consistent street frontage with minimal interruptions by driveways. v. Site materials. No rocks, brick fragments or other hard, loose material over ¾-inch in size shall be used. (7) Design Principles. The following design principles shall be guidelines relied upon when considering the site and architectural design components of a project. a. Building orientation shall emphasize a front to a building, especially along Hyland Avenue, with an identifiable main building entrance. b. Buildings three-stories or greater in height or requesting reduced setbacks should minimize overall massing with relief in the building plane through recessed façade(s) of at least 30 inches, variable roofs forms, pitched roofs parallel to the primary façade, and other architectural treatments. c. Architectural design and placement of buildings should contribute to the character of the area and pedestrian environment. This would include, but not limited to, locating high activity areas and entrances at the front of the site, allowing for ground floor commercial spaces, locating residential units on the ground level of the primary façade when there is no commercial, and locating parking access to the side or rear of the building to avoid having parking define the ground level of the building. 443 d. Building design should avoid blank walls of parking structures along street facades, including unfinished concrete walls and foundations e. High quality visually interesting and durable building materials should be used that include a mix of clay brick/masonry and contemporary cement board, wood, and metal paneling as materials to accentuate and create interest on the building. Brick and similar materials should wrap corners and be present on all facades to maintain design cohesiveness and interest. f. Architectural character is not restricted to one type of building design, but the design shall be evaluated for general conformance to the character of the area described herein. The general character of the area is positively defined by buildings utilizing brick materials, covered entries, accent elements, and pitched roofs for a traditional residential building appearance. Generally, traditional building design would utilize differentiated base, middle, and top level building design as a preferred approach for architectural compatibility. Additionally, walk up townhomes style units with vertical orientation of architecture is also compatible with the area. Alternatively, the Council may approve a contemporary building design accentuating modern building materials and emphasizing vertical elements of a building with massing, roof elements, and corner connections to a street. g. Parking areas and driveways should be located in a manner that is supportive of the pedestrian environment, typically, with no more than one driveway per lot. Residential use or commercial use should be located between parking spaces in a parking structure, podium, or ramp to have active uses at ground level and shield parking. h. Sidewalks. Pedestrian sidewalk easements should be allowed for when needed for larger sidewalks to accommodate pedestrian traffic. Sidewalks along West Street are subject to commercial width standards. i. Bicycle Parking. Plans for bicycle parking should be identified. (8) Supplemental Development Standards. Property that is zoned O- WUPED shall be developed in accordance with standards applicable to areas zoned RH. The Zone Supplemental Development Standards listed in Table 29.1204(5) below shall also apply and if they conflict with 444 any other standards of the Zoning Ordinance, they shall apply as the more specific standard: … Table 29.1204(5) West University Pedestrian Enhancement District Supplemental Development Standards Maximum Density 83 bedrooms/acre. There is no maximum of dwelling units per acre. Front Lot Line 15 feet for buildings with first floor residential units facing the street. One and Two Bedroom Dwelling Units Three Bedroom Dwelling Units Four Bedroom Dwelling Units Five Bedroom Dwelling Units Mixed Uses 1 space/DU 2.5 spaces/ DU 3.0 spaces/DU 4.0 spaces/DU Residential parking spaces provided may be credited towards required parking for commercial uses as part of the MSDP approval. feet may be granted to enhance the pedestrian environment at the sidewalk. ARTICLE 15 PROCEDURES Sec. 29.1502. SITE DEVELOPMENT PLAN REVIEW. (7) Alternative Design Review. (a) Any Numeric Zoning Development Standard or General Design Standard regulations identified in this Section may be adjusted up to 445 20% by approval of the Planning Director if the following criteria are met: … (c) Eligible Zoning Districts and Development Standards: (xi) West University Pedestrian Enhancement District (O- WUPED) ...” Section Two. All ordinances, or parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict, if any. Section Three. This ordinance shall be in full force and effect from and after its passage and publication as required by law. Passed this day of , 2026. __________________________ __________________________ John A. Haila, Mayor First Reading: Second Reading: Third Reading: Passed on: I, Renee Hall, City Clerk of the City of Ames, Iowa, hereby certify that the above and foregoing is a true copy of Ordinance No. ______________, passed by the City Council of said City at the meeting held on ______________________and signed by the Mayor on ___________________________, and published in the Ames Tribune on ___________________________. _______________________________ Renee Hall, City Clerk 446