Loading...
HomeMy WebLinkAboutA036 - April 28, 2026, Regular Meeting of the Ames City CouncilITEM #: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 1 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 2 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. 3 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 4 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 5 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 6 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 7 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 8 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 9 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 10 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 11 12 13 14 15 16 17 18 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. 19 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 20 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 21 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 22 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.23 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 24 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.25 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 26 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.27 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 28 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 29 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 30 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 31 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.32 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 33 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 34 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. 35 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.36 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 37 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 38 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. 39 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 • 40 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, 41 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.42 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. 43 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 44 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 45 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 46 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 47 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 48 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 49 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 50 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 51 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 52 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 53 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 54 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 55 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 56 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 57 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 58 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 59 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 60 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 61 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 62 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 63 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 64 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 65 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 66 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 67 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 68 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.) 69 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 70 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 71 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 72 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 73 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 74 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 75 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 76 (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 77 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 78 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 79 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 80 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 81 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. 82 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 83 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 84 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 85 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 86 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 87 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 88 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 89 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 90 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 91 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 92 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 93 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 94 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 95 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 96 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 97 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 98 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 99 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 1 100 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. 24 101 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 102 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" 103 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 104 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 105 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 106 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. 25 107 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 108 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 109 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 110 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. 25 111 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. 25 112 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. 25 113 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 114 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. 25 115 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 116 117 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 118 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 119 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 120 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 121 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 122 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 123 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. 124 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 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 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 143 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 144 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 145 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 $54,250 Supplier Notes: No bid Additional notes (Attach separate sheet) Deadline: 3/31/2026 02:00 PM (CT)2026-089Page 4 of 6 pages 146 6 Provide a cost for the purchase of land for Lot 17 in the Baker Subdivision, Ames, IA. Lump Sum:$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 147 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 148 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 149 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) ..………………………………………… ………13 150 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. 151 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. 152 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. 153 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 154 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. 155 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) 156 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 157 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. 158 159 160 161 162 163 164 165 166 167 168 169 170 ATTACHMENT A Baker Subdivision Covenants 171 172 ATTACHMENT B Geothermal Units Map Locations 173