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2018-06-04-H01 Painted Woods South_Rezoning_PH
AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: June 4, 2018 AGENDA ITEM:On an ordinance to amend Chapter 301, Zoning Ordinance, City of Waukee, Iowa by rezoning and changing certain property therein from A-1 (Agricultural District) to R-1 (Single Family Residential District), R-2 (One & Two Family Residential District) / PD-1 (Planned Development Overlay District), and R-4 (Row Dwelling & Townhome District), a parcel to be known as Painted Woods South. FORMAT:Public Hearing SYNOPSIS INCLUDING PRO & CON: The applicant, Chayse Holdings, LLC, requests approval for a rezoning of approximately 52 acres of property located north of Interstate 80 and east of R-22/Ute Avenue. The specific request is to rezone the property from A-1 (Agricultural District) to R-1 (Single Family Residential District), R-2 (One & Two Family Residential District) / PD-1 (Planned Development Overlay District), and R-4 (Row Dwelling & Townhome District) in order to develop the property into a residential neighborhood. A total of 22.18 acres are proposed to be zoned R-1, 15.66 acres are proposed to be zoned R-2/PD-1, and 8.99 acres are proposed to be zoned R-4. The concept plan submitted with the application indicates a total of 81 single-family residential lots that are planned to be developed. 26 of the lots are planned to be zoned R-1 and meet or exceed all of the minimum requirements for the R-1 zoning district. Lots that back-up to the interstate will be required to have a 25-foot landscape buffer. The overall density of the proposed R-1 area is 1.2 units per acres. The remaining 55 single family lots identified on the concept plan are planned to be zoned R-2/PD-1. These lots are proposed to be smaller in lot area and width with reduced side yard setbacks than what would be typically allowed in the R-2 zoning district. The applicant is requesting a minimum lot width of 7,000 square feet in lieu of 8,000 square feet, a lot width of 55 feet in lieu of 65 feet, and a side yard setback of 10 feet in lieu of 15 feet. Lots that back-up to the interstate will be required to have a 25-foot landscape buffer. The overall density of this proposed area is 3.5 units per acre. The attached Planned Development Document outlines additional information related to this request including provisions that will be required within the Planned Development area, if approved. These provisions will help ensure high quality development while still meeting the applicants desire to provide smaller lot sizes. Some of these provisions include: minimum square footage of homes, landscaping requirements, and architectural requirements. The applicant H1 has also provided elevations of the proposed homes that will be constructed on theses lots for review. The concept plan identifies a total of 75 townhome units on the 8.99-acre portion planned to be zoned R-4. At this time the applicant does not have an intended user of the townhome portion for the property so the layout is conceptual. The density of the layout show is 8.45 units per acre. A site plan will be required to be submitted for review and approval prior to any townhomes being constructed. Based upon the planned lots and units indicated the required parkland dedication is 2.45 acres. The concept plan identifies Outlot Z in the southeast corner of the property as being dedicated to the City for parkland. Outlot Z is 2.75 acres in area. COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the request at their May 22, 2018, meeting and recommended approval. Approval of a Rezoning related to a Change from A-1 (Agricultural District) to R-1 (Single Family Residential District), R-2 (One and Two Family Residential District) / PD -1 (Planned Development Overlay District), and R-4 (Row Dwelling and Townhome District) [Painted Woods South] Representative of the Applicants, Toby Torstenson, was dialed in on a Conference line to answer any development questions City Planner Andy Kass introduced the request made by the applicants Chase Holding llc and Painted Wood Farms, for approval of a rezoning. The subject property contains approximately 52 acres and is located east of R-22 and just south of the existing Painted Woods Developments. Mr. Kass advised that the applicants have achieved the necessary consent from surrounding property owners for rezoning, and proper notification has been posted. At this time Staff has only received questions regarding the time of the meeting, but no correspondence for or against the rezoning. Mr. Kass explained that the proposed R-1 district consists of 22.18 acres that will immediately boarder the current residential. The 26 lots range from 16,743 square feet to 52,878 square feet in size and 80 to 112 feet in lot width. Lots that back up to interstate 80 will be required to have a 25 foot landscape buffer. The proposed R-2/ PD-1 area is shown to be 15.66 acres containing 55 lots. This portion is located immediately north of interstate 80. The developer has allowed for deviations from the typical lot width, area, and side yard setbacks under the Planned Development Agreement. Within that agreement, provisions for minimum living space, landscaping, and elevated exterior products are also outlined as required provisions. The proposed R-4 region is shown to be 8.91 acres containing a total of 75 units. This part of the subject property is located immediately north of Interstate 80 and to the west end of the development. A site plan will be required to be submitted prior to the development of any townhomes on this property. Parkland for the entire project is proposed in out lot Z which contains approximately 2.75 acres, which satisfies the dedication requirements. At this time Staff recommends approval of the rezoning for painted Woods South based on its general conformance with the Comprehensive plan. Commissioner Hoifeldt questioned about the two areas to the south of the proposed new road. Mr. Kass advised that these were the location of several dry bottom ponds. Commissioner Hoifeldt questioned what the plan was for the R-2/ planned development lots. Mr. Kass advised that the intent is for one developer/ home builder to construct all of the lots. Mr. Kass also advised that the triangular piece in the R-1 portion was a lot approximately 52,000 square feet in size. Commissioner Hoifeldt questioned what the plans were for the property to the North West. Mr. Kass advised that it was zoned agricultural at the moment, and that it was most likely identified as rural residential like this area in the Comprehensive Plan. Commissioner Broderick questioned if the R-1 district was also intended to have one builder. Mr. Kass advised that the R-1 is intended to have separate builders per lot. Commissioner Martin questioned if there were any of the proposed planned development lots that met the regular R-2 standards, and if this type of planned development was something historically approved. Mr. Kass advised that within the last 18 months, builders have reported home buyers wanting something in a different price point and to meet different needs and wants. New homebuyers want the feeling of a new home, without all of the maintenance of a large yard. Mr. Kass also advised that staff is careful about where this type of Planned Development is placed and that the Planned Development provisions maintain the high level of development typical to the area. Commissioner Streit advised that the commission has approved this type of Planned Development is other locations such as Stratford Crossing, Spring Crest, and Kettlestone Heights. Representative of the developer, Erin Ollendike, advised that larger lots that close to the interstate would be hard to market. The set up from high density to low density is something that the applicants feel is a good transition. David Garcia of 260 Indian Ridge Drive, questioned about the property directly east of the nearby Kum and Go. Mr. Kass advised that the property in question was not part of this rezoning. Mr. Garcia continued to stat his concerns of traffic through Indian Ridge Drive. Mr. Kass explained that there have not been any traffic studies are typically not required for residential districts. It is a non-dense zoning district so the traffic impact will be minimal. Indian Ridge Drive is a minor collector road, meaning it is intended to carry traffic and has been designed for that purpose. Without the extension of Indian Ridge Drive, there could be no development due to the Fire Safety requirements. Toby Torstenson, the developer and resident at 140 Indian Ridge Drive, addressed the audience via the conference line. Mr. Torstenson advised that he was very specific in how he set up the transition of higher density away from the current residential. Safety was the first thing he thought of as he has three children and can empathize with the concerns of his neighbors. Mr. Torstenson advised that he cannot stop people from traveling down Indian Ridge Drive, but he devised the layout to urge drivers to utilize more direct routes, minimizing the impact on the current residential district. Terry Huerter of 3940 Black Bear Pointe, questioned if there were future plans for traffic signals in the general area, and what the future of the auto auction is. Mr. Kass explained that it was his understanding that the Auto Auction is going to be present for as long as their lease is. The current property owner is trying to find a buyer for the land, however, the current use is appropriate for the zoning of the area. Widening R-22 is something that may come up sooner than what was originally anticipated due to the recent developments. It does have 2 jurisdictions to work through to achieve the goal of 4 lanes, but at this time, City Council has not set R-22 as a priority. In regards to traffic signals, Mr. Kass advised that there is a potential for one at Indian Ridge Drive, but there is not a sure plan underway for that. Commissioner Streit made a motion to approve the Rezoning related to a change from A-1 (Agricultural District) to R-1 (Single Family Residential District), R-2 (One and Two Family Residential District) / PD -1 (Planned Development Overlay District), and R-4 (Row Dwelling and Townhome District) [Painted Woods South]. Commissioner Martin seconded the motion. Ayes: Ward, Sandie, Streit, Broderick, Hoifeldt, and Martin. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: The subject property is identified as Rural Residential on the Future Land Use Map in the 2008 Comprehensive Plan. Rural Residential is characterized as large lot residential development that takes advantage of the natural landforms and topographic conditions within that designation. Staff believes that the proposed rezoning is consistent with the Comprehensive Plan. Although the lots are not as large as what is indicated by the Rural Residential land use classification, the applicant is placing the larger lots within the areas of the property with the unique natural landscape along the creek to minimize impact to the natural areas. The remaining portion of the property has minimal unique natural landforms or extreme topographic conditions. The areas proposed for the Planned Development lots and townhome development are suitable to that type of development, will provide differing housing options and price points within the neighborhood, and are not significant increases in density. Staff recommends approval. RECOMMENDATION: Introduce the Ordinance and approve the first consideration. ATTACHMENTS: I. Staff Report II. Rezoning Map III. Concept Plan IV. Planned Development Document V. Conceptual Elevations PREPARED BY:Andy Kass, Senior Planner REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: Dallas County News DATE OF PUBLICATION: 05/24/18 PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Painted Woods South – Rezoning PREPARED BY: Andy Kass AICP, Senior Planner REPORT DATE: May 18, 2018 MEETING DATE: May 22, 2018 GENERAL INFORMATION Applicant: Chayse Holdings, LLC Owner: Painted Woods Farms, LLC Owner’s Representative: Erin Ollendike, P.E. with Civil Design Advantage, LLC Request: The applicant is requesting approval of a rezoning for a residential development Location and Size: Property is generally located north of Interstate 80 and east of R-22/Ute Avenue, containing approximately 52 acres. AREA MAP ABOVE LEFT: Aerial of Property identifying the proposed plat (outlined in ORANGE). May 18, 2018 2 of 4 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Agricultural Rural Residential A-1 (Agricultural) North Single Family Residential Rural Residential R-1 (Single Family Residential District) South Interstate 80 N/A N/A East Agricultural Rural Residential A-1 (Agricultural) West Agricultural Rural Residential A-1 (Agricultural) & C-1 (Community & Highway Service Commercial District) BACKGROUND The subject property is located north of Interstate 80 and east of R-22/Ute Avenue encompassing a total of 52 acres. The applicant has submitted a rezoning request to rezoning the property from A-1 (Agricultural District) to R-1 (Single Family Residential District), R-2 (One & Two Family Residential District) / PD-1 (Planned Development Overlay District), and R-4 (Row Dwelling & Townhome District). The applicant has submitted the necessary consent to the rezoning with consent from 51%, 86%, and 100% from neighboring property owners for the individual areas proposed to be rezoned. The rezoning sign was placed on the property on May 14, 2018. Notification to adjacent property owners was mailed on May 15, 2018. To date, staff has not received any correspondence either for or against the proposed rezoning. PROJECT DESCRIPTION Proposed R-1 The rezoning map identifies a total of 22.18 acres proposed to be rezoned to R-1 (Single Family Residential). This area is the property immediately adjacent to the existing Painted Woods neighborhood and the creekto the north. The concept plan identifies a total of 26 lots for single family development. The minimum lot size required in the R-1 district is 10,000 square feet. All proposed lots meet the minimum requirement with lots ranging from 16,743 square feet to 52,878 square feet. The minimum lot width in the R-1 district is 80 feet. All proposed lots meet the minimum requirement with lots ranging from 80 feet to 112 feet. Lots that back-up to Interstate 80 will be required to have a 25 foot landscape buffer. The proposed density is 1.2 units per acre. Proposed R-2 / PD-1 The rezoning map identifies a total of 15.66 acres proposed to be rezoned to R-2 (One & Two Family Residential District) / PD-1 (Planned Development Overlay District). This area is located immediately north of Interstate 80. The concept plan identifies a total of 55 lots for single family development in this district. The developer has requested a planned development to allow for deviations from the typical lot width, lot area, and side yard setback required in the R- 2 district. Table 1 below identifies the typical requirement and the requested minimums. Lots that back-up to Interstate 80 will be required to have a 25-foot landscape buffer. The total density proposed is 3.5 units per acre. May 18, 2018 3 of 4 Table 1: Standard R-2 requirements in comparison to the Planned Development. Category Standard R-2 (minimum) Proposed PD-1/R-2 (minimum) Lot Area 8,000 square feet 7,000 square feet Lot Width 65 feet 55 feet Side Yard Setback 15 feet total (7 feet minimum) 10 feet total (5 feet on each side) All proposed lots within the Planned Development Overlay area meet or exceed the minimums proposed for lot width and area. In addition to the relaxed bulk regulations the Planned Development Agreement requires the following provisions for these lots when developed: Minimum two car garage; Minimum of 1,300 square feet for a single story home; Prohibition of vinyl siding on single family homes; Adjacent lots cannot share the same building elevation; 25% stone on the front of the home facing the public street; and Three (3) trees and three (3) shrubs planted on each lot. Elevations of the proposed homes that will be constructed within this portion of the development have been provided for review and included as part of the attached Planned Development. The square footages for this proposed homes range from 1,374 square feet to 1,565 square feet on the main floors. All proposed homes are single-story ranch style homes. Proposed R-4 The rezoning map identifies a total of 8.91 acres proposed to be rezoned to R-4 (Row Dwelling & Townhome District). This area is located immediately north of Interstate 80 on the west end of the development. The concept plan identifies a total of 75 units that could be constructed on the property. The total density proposed is 8.45 units per acre which is within the Zoning Ordinance maximum of 12 units per acre. A site plan will be required to be submitted prior to the development of any townhomes on this property. Elevations for proposed units within this part of the development have not been provided for review because at this time there is no interested party in developing the townhomes. Elevations will be reviewed at the time a site plan is submitted. PARKLAND Based on the number of lots and proposed townhome units a total of 2.45 acres of parkland are required to be dedicated. Outlot Z shown on the concept plan is 2.75 acres in area and is proposed to be dedicated to the City to satisfy parkland dedication requirements. COMPREHENSIVE PLAN The subject property is identified as Rural Residential on the Future Land Use Map in the 2008 Comprehensive Plan. Rural Residential is characterized as large lot residential development that takes advantage of the natural landforms and topographic conditions within that designation. Staff believes that the proposed rezoning is consistent with the Comprehensive Plan. Although the lots are not as large as what is indicated by the Rural Residential land use classification, the applicant is placing the larger lots within the areas of the property with the unique natural landscape along the creek to minimize impact to the natural areas. The remaining portion of the property has minimal unique natural landforms or extreme topographic conditions. The areas proposed for the Planned Development lots and townhome development are suitable to that type of development, will provide differing housing options and price points within the neighborhood, and are not significant increases in density. May 18, 2018 4 of 4 STAFF RECOMMENDATION Staff recommends approval of the rezoning for Painted South based on its general conformance with the Comprehensive Plan as discussed above. ORDINANCE NO. AN ORDINANCE TO AMEND CHAPTER 300, ZONING ORDINANCE, CITY OF WAUKEE, IOWA BY AMENDING THE ZONING FROM A-1 (AGRICULTURAL DISTRICT) TO R-2 (ONE AND TWO FAMILY RESIDENTIAL DISTRICT) AND PD-1 (PLANNED DEVELOPMENT OVERLAY) FOR CERTAIN PROPERTY [PAINTED WOODS SOUTH] BE IT ORDAINED by the Council of the City of Waukee: Section 1. Section 301.4 of Chapter 301, Waukee Municipal Code, Zoning Ordinance of the City, adopting the Official Zoning Map, is hereby amended by amending the PD-1 (Planned Development Overlay District) for property legally described as follows: A PART OF OUTLOT Y, PRAIRIE BLUFF PLAT 1, AN OFFICIAL PLAT IN THE CITY OF WAUKEE, DALLAS COUNTY, IOWA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID OUTLOT Y; THENCE SOUTH 73°58’10” WEST ALONG THE SOUTHERLY LINE OF SAID OUTLOT Y, 529.74 FEET; THENCE SOUTH 78°39’34” WEST ALONG SAID SOUTHERLY LINE, 428.24 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 78°39’34” WEST ALONG SAID SOUTHERLY LINE, 1471.76 FEET; THENCE NORTH 85°08’50” WEST, 140.60 FEET; THENCE NORTH 00°00’00” EAST, 502.66 FEET; THENCE EASTERLY ALONG A CURVE CONCAVE NORTHERLY WHOSE RADIUS IS 1035.00 FEET, WHOSE ARC LENGTH 112.80 FEET AND WHOSE CHORD BEARS NORTH 86°43’19” EAST, 112.74 FEET; THENCE NORTH 85°35’59” EAST, 553.44 FEET; THENCE EASTERLY ALONG A CURVE CONCAVE SOUTHERLY WHOSE RADIUS IS 1465.00 FEET, WHOSE ARC LENGTH 320.95 FEET AND WHOSE CHORD BEARS NORTH 89°52’33” EAST, 320.31 FEET; THENCE SOUTH 83°50’53” EAST, 166.80 FEET; THENCE EASTERLY ALONG CURVE CONCAVE NORTHERLY WHOSE RADIUS IS 1535.00 FEET, WHOSE ARC LENGTH IS 138.99 FEET AND WHOSE CHORD BEARS SOUTH 86°26’31” EAST, 138.95 FEET; THENCE SOUTH 89°02’10” EAST, 330.14 FEET; THENCE SOUTH 07°28’22” WEST, 264.17 FEET TO THE POINT OF BEGINNING AND CONTAINING 15.66 ACRES MORE OR LESS. Section 2. Planned Development Agreement. Attached hereto as Exhibit A is the Planned Development Agreement which shall define the minimum standards and requirements of the PD-1 [Planned Development Overlay District] pertaining to the above legally described property. Section 3. Repealer. All ordinances or parts of ordinances in conflict with the provisions of this ordinance are hereby repealed. Section 4. Severability Clause. If any section, provision or part of this ordinance shall be adjudged invalid or unconstitutional, such adjudication shall not affect the validity of the ordinance as a whole or any section, provision, or part thereof not adjudged invalid or unconstitutional. Section 5. Effective Date. This ordinance shall be in effect upon its final passage, approval and publication as provided by law. Passed by the Council this _____ day of __________, 2018, and approved this ____ day of _____________, 2018. William F. Peard, Mayor Attest: Rebecca D. Schuett, City Clerk Exhibit A Painted Woods South – Small Lot Single Family Residential Development PLANNED DEVELOPMENT CITY OF WAUKEE APPROVED BY WAUKEE CITY COUNCIL ON _____________________, 2018 TABLE OF CONTENTS PAINTED WOODS SOUTH SMALL LOT SINGLE FAMILY RESIDENTIAL PLANNED DEVELOPMENT • Rezoning Request • Exhibit B – Waukee PD Form • Exhibit C – Property Legal Description • Exhibit D – Rezoning Map • Exhibit E – Conceptual Development Plan Exhibit B | PAINTED WOODS SOUTH SMALL LOT SINGLE FAMILY RESIDENTIAL – PLANNED DEVELOPMENT Waukee, Iowa Planned Development Overlay District (PD) Item 1 Purpose and Scope of District • The subject property is located within a portion of the Painted Woods South Development which is generally located north of Interstate 80 and east of R-22. • The proposed Planned Development is an approximately 15.66 acre parcel of property that is located within the larger Painted Woods South Residential Development. The proposed Planned Development calls for the development of 55 single family residential lots. • The existing zoning of the Property is A-1 (Agricultural District) • The proposed underlying zoning of the Property will be R-2 (One and Two Family Residential District) with the Planned Development Overlay (PD-1) defining the allowable uses, bulk regulations and restrictions. Item 2 Location, Size, Legal Description • See Attached: Exhibit C – Legal Description Exhibit D – Rezoning Map Item 3 Conceptual Development Plan • See Attached: Exhibit E – Conceptual Development Plan Exhibit F – Conceptual Building Elevations • Exhibit F represents a conceptual development plan showing proposed development of 55 single family lots in addition to the larger Painted Woods South Development. Item 4 Building Design Standards, including height, materials, sections and other information required to describe the project Building design and site standards for the project shall be consistent with the Waukee Code of Ordinances as well as the additional design characteristics as follows: 1. Each single family home shall include a minimum of a two-car attached garage. 2. Each single family home shall require a minimum of 25% stone or brick on the front street facing elevation of the home. 3. Adjoining lots cannot consist of the same elevation. 4. Each single family home shall not have vinyl siding. 5. A minimum of three (3) trees and three (3) shrubs shall be planted on each lot. Item 5 Bulk Regulations – Including Density Regulations, Setbacks, Maximum Heights, and other design standards specific to the Project Single Family Residential All lots and homes shall be consistent with the R-2 One and Two Family Residential District requirements with the following exceptions and modifications as specified below: 1. Density. Five (5) Dwelling Units/Acre maximum 2. Minimum Floor Area. 1,300 square feet – single story 3. Front Yard. Thirty (30’) feet minimum 4. Side Yards. Total of ten (10) feet – minimum of five (5) feet on each side 5. Rear Yards. Thirty (30’) feet minimum 6. Minimum Lot Size. 7,000 square feet 7. Minimum Lot Width. Fifty-five (55) feet Item 6 Uses of Property – Including Principal Permitted Uses and Accessory Uses Those uses and accessory uses only as permitted within the R-2 (Single Family Residential) Zoning District. Item 7 Open Space, Landscape and Buffer Regulations 1. Minimum open space and landscaping shall be as described within the City of Waukee Code of Ordinances. END OF DOCUMENT EXHIBIT C LEGAL DESCRIPTION A PART OF OUTLOT Y, PRAIRIE BLUFF PLAT 1, AN OFFICIAL PLAT IN THE CITY OF WAUKEE, DALLAS COUNTY, IOWA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID OUTLOT Y; THENCE SOUTH 73°58’10” WEST ALONG THE SOUTHERLY LINE OF SAID OUTLOT Y, 529.74 FEET; THENCE SOUTH 78°39’34” WEST ALONG SAID SOUTHERLY LINE, 428.24 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 78°39’34” WEST ALONG SAID SOUTHERLY LINE, 1471.76 FEET; THENCE NORTH 85°08’50” WEST, 140.60 FEET; THENCE NORTH 00°00’00” EAST, 502.66 FEET; THENCE EASTERLY ALONG A CURVE CONCAVE NORTHERLY WHOSE RADIUS IS 1035.00 FEET, WHOSE ARC LENGTH 112.80 FEET AND WHOSE CHORD BEARS NORTH 86°43’19” EAST, 112.74 FEET; THENCE NORTH 85°35’59” EAST, 553.44 FEET; THENCE EASTERLY ALONG A CURVE CONCAVE SOUTHERLY WHOSE RADIUS IS 1465.00 FEET, WHOSE ARC LENGTH 320.95 FEET AND WHOSE CHORD BEARS NORTH 89°52’33” EAST, 320.31 FEET; THENCE SOUTH 83°50’53” EAST, 166.80 FEET; THENCE EASTERLY ALONG CURVE CONCAVE NORTHERLY WHOSE RADIUS IS 1535.00 FEET, WHOSE ARC LENGTH IS 138.99 FEET AND WHOSE CHORD BEARS SOUTH 86°26’31” EAST, 138.95 FEET; THENCE SOUTH 89°02’10” EAST, 330.14 FEET; THENCE SOUTH 07°28’22” WEST, 264.17 FEET TO THE POINT OF BEGINNING AND CONTAINING 15.66 ACRES MORE OR LESS. EXHIBIT D REZONING MAP EXHIBIT E CONCEPTUAL DEVELOPMENT PLAN EXHIBIT F CONCEPTUAL BUILDING ELEVATIONS AREA 'A' 15.66 AC A-1: AG R I C U L T U R A L DISTR I C T INTERST A T E I - 8 0 UTE AVENUE / R-22UTE AVENUE / R-22RIDG E PRAIRIE BLUFF DR ROSE GLENHID D E N ME A D O WS DRIVEINDIAN DRIVE V COURTEAGLE DRIVECITY OF WAUKEE CORPORATE LIMITS CITY OF WAUKEE CORPORATE LIMITS CITY OF WAUKEE CORPORATE LIMITS A-1: AG R I C U L T U R A L DISTR I C T R-1: SI N G L E - F A M I L Y RESID E N T I A L D I S T R I C T C-1: COMMUN I T Y & HIGHW A Y SERVICE COMMER C I A L DISTRICT CIVIL DESIGN ADVANTAGEPAINTED WOODS FARMSENGINEER: EKOEI: ARG REVISIONSDATEWAUKEE, IOWA1 1 FIRST SUBMITTAL08/07/17REZONING MAP (R-5)PHONE: (515) 369-4400 FAX: (515) 369-44103405 S.E. CROSSROADS DRIVE, SUITE GGRIMES, IOWA 50111OWNER ZONING REZONING DESCRIPTION - AREA 'A' VICINITY MAP APPLICANT ADJACENT OWNERSHIP - AREA 'A'V COURTINTERSTA T E I - 8 0 335TH STREET UTE AVENUE / R-22ASHWORTH ROA D CITY OF WAUKEE CORPORATE LIMITS CITY OF WAUKEE CORPORATE LIMITS WENDOVER ROADGRANDINDIAN RIDGE DRIV E COTTONWOOD D R I V E UTE AVENUE / R-22HUNTER HOLLOWROADSUGARCREEK LANE MILLS CIVIC PKWY/F-68 P A I N T E D W O O D S DRIVE CITY OF WAUKEE CORPORATE LIMITS PRAIRIEPARKWAYPROJECT SECOND SUBMITTAL09/18/17 I-80UTE AVENUE / R-22AREA 'A'8.88 ACAREA 'C'15.63 ACAREA 'B'22.36 ACFUTURECOMMERCIALCIVIL DESIGN ADVANTAGE1706.340PAINTED WOODS SOUTH ENGINEER: EKO TECH: REVISIONS DATE WAUKEE, IOWA31 PREPARED 06/29/17 CONCEPTUAL PLAN PHONE: (515) 369-4400 FAX: (515) 369-4410 3405 S.E. CROSSROADS DRIVE, SUITE G GRIMES, IOWA 50111AREA 'A' AREA 'B' AREA 'C' PARKLAND DEDICATIONLANDSCAPE BUFFERREVISED 05/16/18 A. ALL CONSTRUCTION AND MATERIALS SHALL MEET OR EXCEED IRC 2015. LOCAL BUILDING CODES MAY HAVE DIFFERENT SPECIFICATIONS AND REQUIREMENTS THAN WHAT IS LISTED IN THE IRC 2015, THESE LOCAL REQUIREMENTS WILL SUPERSEDE THE IRC 2015. SEE THE LOCAL BUILDING DEPARTMENT FOR CHANGES.B. CONTRACTOR TO CONFIRM THE SIZES, SPACING AND SPECIES OF LUMBER OF ALL STRUCTURAL AND FRAMING MEMBERS. ANY STRUCTURAL AND FRAMING MEMBERS NOT INDICATED ARE TO BE SIZED BY OWNER/CONTRACTOR.C. THE OWNER/CONTRACTOR IS RESPONSIBLE FOR PREVENTIVE MEASURE OF THE BUILD UP OF MOISTURE OR MOLDD. ALL PRODUCTS ARE TO BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATIONS.E. ALL MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS ARE TO BE DESIGNED BY OTHERS.F. ALL EXTERIOR STAIRS ARE SHOWN FOR CONCEPT, FINAL DESIGN DETERMINE ON SITE FOR FINAL GRADE.G. THE FOLLOWING CODE INFORMATIONS IS INTENDED TO ASSIST AND INFORM YOU THROUGH CONSTRUCTION. THIS PROJECT HAS BEEN DRAWN TO PRESCIBE TO INDUSTRY STANDARDS.A. BUILDING AND STRUCTURES, AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS, AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE (R301.1)B. TABLE 301.2(1) IRC 2015. VALUES BASED FROM THE CITY OF DES MOINES, IOWA.GROUNDSNOWLOADSPEED(mph)SEISMICDESIGNCATEGORYSUBJECT TO DAMAGE FROMWEATHERINGFROST LINEDEPTHTERMITEWINTERDESIGN TEMP.ICE BARRIERUNDERLAYMENTREQUIREDFLOODHAZARDSAIRFREEZINGINDEXMEANANNUALTEMP30 PSF115ASEVERE42"MODERATE-HEAVY-0 FMARCH1984183348.6 FYESC. MINIMUM LIVE LOADS. (R301.5) IRC 2015UNHABITABLE ATTIC WITH LIMITED STORAGE 20 PSFUNHABITABLE ATTIC WITHOUT STORAGE 10 PSFHABITABLE ATTIC AND SERVED WITH FIXED STAIRS 30 PSFDECKS AND EXTERIOR BALCONIES 40 PSFGUARDRAIL AND HANDRAILS 200 PSFROOM OTHER THAN SLEEPING ROOMS 40 PSFSLEEPING ROOMS 30 PSFSTAIRS 40 PSFD. DEAD LOADS ADDITIONAL OR CHANGES TO MATERIAL NEEDS TO BE ADJUSTED TO THE BELOW CALCULATIONS.FLOOR-TOP CHORDROOF-TOP CHORDSCARPET AND PAD 1.5 PSF ROOFING-SHINGLES(220 LBS) 2 LAYER 4.40 PSF3/8" CERAMIC TILE/ 1/2" BACKER BD. 10 PSF 30 LBS. FELT 0.30 PSF3/4" HARDWOOD FLOOR 4.0 PSF 1/2" OSB OR COM PLYWOOD 1.65 PSFSUBFLOOR-3/4" OSB OR COM-PLYWOOD 2.0 PSF 1/2 ROOF TRUSS-2X4 1.10 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF CORRECTION FOR SLOPE (12/12) 1.55 PSFTOTAL WITH CARPET/PAD5.5 PSFTOTAL9.00 PSFTOTAL WITH TILE/BACKER BD.13.5 PSFTOTAL WITH HARDWOOD FLOOR7.5 PSFROOF-BOTTOM CHORDS1/2 ROOF TRUSS-2X4 1.10 PSFFLOOR-BOTTOM CHORD5/8" GYPBOARD 2.8 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF MINIMUM FOR MISC MECHANICAL/ELEC. 1.5 PSF5/8" GYPBOARD 2.8 PSF 16" BATT/BLOWN INSULATION 1.60 PSFMINIMUM FOR MISC MECHANICAL/ELEC. 0.7 PSFTOTAL5.0 PSFTOTAL7.00 PSFMINIMUM ROOF LIVE LOADS(R301.6)IRC 2015ROOF TRUSS LIVE LOAD(Lr) 20 PSFGROUND SNOW(Pg) 30 PSFFLAT ROOF SNOW (Pf) 24 PSFTHERMAL CONDITION Ct = 1.0TERRAIN EXPOSURE BDURATION OF LOAD-SNOW 1.15UNBALANCED AND SNOW DRIFT LOADINGACCORDING TO ASCE/SEI 7-10WIND DESIGN METHOD: MWFRS/C-C HYBRID ACSE/SEI 7-10EXPOSURE CATEGORY BDURATION OF LOAD-WIND 1.60SECTION R303: LIGHT AND VENTILATION IN HABITABLE ROOMS, PROVIDE NATURAL LIGHT AND VENTILATION WITH OPERABLE WINDOWS. WINDOW GLAZING SHALL NOT BE LESS THAN 8% OF THE FLOOR AREA OF EACH ROOM. 1/2 THE REQUIRED WINDOW AREA SHALL BE OPERABLE TO THE EXTERIOR FOR NATURAL VENTILATION. R303.3 BATHROOMS MAY HAVE AN OPERABLE WINDOW OF 3 S.F. IN AREA. - EXCEPTION:1. BATHROOM AND WATER CLOSET MAY BE VENTILATED WITH EXHAUST FANS AND ARTIFICIAL LIGHT.SECTION R304: THE MINIMUM AREA OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 70 SQ. FEET, EXCEPT KITCHEN. R304.2 THE MINIMUM LENGTH OR WIDTH OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 7'-0"SECTION R305: CEILING HEIGHT HABITABLE SPACE, HALLWAYS, AND PORTION OF THE BASEMENT CONTAINING THESE SPACES SHALLHAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILER ROOM, AND LAUNDRY ROOMS SHALL HAVE A CEILING HGT OF NOT LESS THAN 6'-8"-EXCEPTION 1. FOR ROOMS WITH SLOPED CEILING, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 5'-0" AND NOT LESS THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING OF LESS THAN 7'-0"2. THE CEILING ABOVE A BATHROOM AND TOILET ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8" ABOVE THE AREA OF NOT LESS THAN 30"X30" AT THE SHOWERHEAD.3. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOOR.R305.1.1 BASEMENT PORTION OF BASEMENT THAT DO NOT CONTAIN HABITABLE SPACE OR HALLWAYS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8"-EXCEPTION1. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOORSECTION R307.1 TOILET, BATH AND SHOWER SPACES. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE R307.1. 1. TOILET: MIN 15" FROM WALL OR TUB OR VANITY. . MIN 21" CLEARANCE IN FRONT OF TOILET2. VANITY: MIN 21" CLEARANCE IN FRONT OF VANITYSECTION R308 GLAZING. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATION DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURING'S DESIGNATION SPECIFYING WHO APPLIED DESIGNATION, DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD. R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE AND MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION.2. WHERE THE GLAZING IS ON THE WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR.-EXCEPTION1. DECORATIVE GLASS2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN DOOR AND THE GLAZING3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH4. GLAZING THAT IS ADJACENT TO A FIXED PANEL OF PATIO DOORS,R308.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS.1. THE EXPOSED AREA OF AM INDIVIDUAL PLAN IS LARGER THAN 9 SQUARE FEET2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR: AND4. ONE OR MORE WALKING SURFACE ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING-EXCEPTION1. DECORATIVE GLASS2. WHERE HORIZONTAL RAIL IS INSTALLED.R308.4.5 GLAZING IN WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOL, SAUNAS, STEM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTSIDE POOLS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE THE STANDING OR WALKING SURFACER308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS.GLAZING WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF THE STAIRWAY, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS.-EXCEPTIONS1. WHERE RAILING IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34" TO 38" ABOVE WALKING SURFACE.SECTION R310. EMERGENCY ESCAPE AND RESCUE OPENING. BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING.-EXCEPTION. STORM SHELTERS ANDS BASEMENT USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET.R310.2.1 MINIMUM OPENING AREA: EMERGENCY AND ESCAPE OPENING SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR AREA DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY NORMAL OPERATION FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL NOT BE LESS THAN 24" AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20"R310.2.2 WINDOW SILL HEIGHT. WHERE THE WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THEN 44" ABOVE THE FLOORR310.2.3 WINDOW WELLS: THE HORIZONTAL AREA OF THE WINDOW WELL SHALL NOT BE LESS THAN 9 SQ. FT., WITH THE HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36" THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.-EXCEPTION1. THE LADDER OR STEPS SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6".R310.2.3.1 WINDOW WELLS WITH A VERTICAL STEP GREATER THAN 44" SHALL BE EQUIPPED WITH A PERMANENT LADDER NOT LESS THAN 12" WIDESECTION 311R311.7.1 STAIRWAYS. STAIRWAY ARE TO BE NOT LESS THAN 36" WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. HANDRAILS SHOULD PROJECT MORE THAN 4 1/2" ON EITHER SIDE OF THE STAIRWAY.R311.7.5 HEADROOM. THE HEADROOM IN THE STAIRWAY SHALL BE NOT LESS THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDINGR311.7.3 VERTICAL RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"R311.7.5 THE MAXIMUM RISER IS 7 3/4" WITH A MINIMUM RUN OF 10".R311.7.8 HANDRAILS SHALL BE ON NOT LESS THAN ONE SIDE OF EACH CONTINUES RUN OF TREADSSECTION 314 SMOKE ALARMS. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND UL 217 R314.3 LOCATION1. IN EACH SLEEPING ROOM2. OUTSIDE EACH SEPARATE SLEEPING AREA3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT AND HABITABLE ATTICS4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'-0" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN THAT LOCATION.R314.3.1 SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING AREAS1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE2. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED APPLIANCE3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6'-0" HORIZONTAL FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.SECTION R315 CARBON MONOXIDE ALARMS: SHALL COMPLY WITH UL 2034. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND UL 217R315.2.1 CARBON MONOXIDE SHALL BE PROVIDED IN DWELLING UNITS WHERE EITHER OR BOTH OF THE FOLLOWING CONDITION EXIST:1. CONTAINS A FUEL-FIRED APPLIANCE2. ATTACHED GARAGE WITH AN OPENING THAT COMMUNICATES WITH THE DWELLINGSECTION 317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY.R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE PROVIDING IN THE FOLLOWING LOCATIONS BY USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE.1. WOOD JOIST OR BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12" TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION.2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED GROUND.3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER.4. THE ENDS OF A WOOD GIRDER ENTERING CONCRETE WALLS HAVING CLEARANCE OF LESS THAN 1/2" ON TOPS, SIDES AND ENDS.5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND OR LESS THAN 2" MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER.6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE SLABS.7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN WALL AND THE FURRING STRIP.R317.3.1 FASTENERS OF PRESERVATIVE-TREATED WOOD. FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS.SECTION 401.4 SOIL TEST: WHERE QUANTIFIABLE DATA CREATED BY ACCEPTABLE SOIL SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE BUILDING OFFICIAL SHALL DETERMINE WHETHER A SOIL TEST IS REQUIRED. TABLE R401.4.1CLASS OF MATERIAL LOAD BEARING PRESSURESAND, SILTY SAND, CLAYEY SAND, 2,000 POUNDS PER SQ FTSILTY GRAVEL AND CLAYEY GRAVELCLAYEY, SANDY, SLIGHTY CLAY, CLAYEY SILT, 1,500 POUNDS PER SQ FTSILT, AND SANDY SILT CLAYTHIS DESIGN IS BASED ON 2,000 POUNDS PER SQ FT, UNLESS NOTED OTHERWISE. IT IS THE BUILDER OR HOMEOWNER RESPONSIBLE TO LET PLUM DESIGN SERVICE KNOW IF THE CONDITION IN THE FIELD ARE DIFFERENT.R402.2 CONCRETE: FROM TABLE R402.2-FOUNDATION CONCRETE WALLS SHALL HAVE A MIN. STRENGTH OF 3000 PSI-GARAGE FLOOR SLABS SHALL BE 3,500 PSI -PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER SHALL BE 3,500 psi AT 28 DAYS-BASEMENT SLABS 2,500 PSI (CONCRETE SHALL BE AIR ENTRAINED WITH 5%-7% TOTAL AIR CONTENT).R403 ALL FOOTING SHALL BE PLACED ON UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL. MINIMUM FOOTING TO BE 16" WIDE X 8"DEEP FOR A 2 STORY BUILDING AND 20" WIDE X 8" DEEP FOR A 3 STORY BUILDING (TABLE 403.1) BOTH WITH 2 CONTINUOUS HORIZONTAL #4 REBAR.R403.1.6 ALL ANCHOR BOLTS SHALL BE APPROVED 1/2" IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7" INTO CONCRETE. USE TWO BOLTSPER SILL PLATE WITH BOLTS SPACED AT A MAXIMUM OF 6 FEET ON CENTER WITH A MINIMUM OF ONE BOLT NOT MORE THAN 12 INCHES FROM THE END BUT AT LEAST 3 1/2 INCHES FROM END OF SILL PLATE. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.- ALTERNATE FOUNDATION STRAPS MAY BE USED, SPECIFICATION TO PROVIDE EQUIVALENT ANCHOR TO A 1/2" DIAMETER ANCHOR BOLTS.R404 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN TABLE R404.1.2(3). REFER TO TYPICAL WALLSECTION IN THIS PLAN FOR SPECIFICATION.R406 FOUNDATION WATERPROOFING AND DAMPPROOFINGEXCEPT WHERE REQUIRED IN SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSED INTERIOR SPACES AND FLOORS ABOVE GRADE SHALL BE DAMPPROOFING FROM THE HIGHER OF THE TOP OF THE FOOTING, TO THE FINISHED GRADE.R408 UNDER FLOOR SPACETHE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE JOIST AND THE EARTH UNDER ANY BUILDING SHALL HAVE VENTILATION OPENING THROUGH THE FOUNDATION WALLS OR EXTERIOR WALLS. MIN. NET AREA OF VENTILATION SHALL NOT BE LESS THAN 1 SQ FT FOR EACH 150 SQ FT OF AREA UNDER THE FLOOR.R408.4 ACCESS THROUGH THE FLOOR IS REQUIRED TO BE 18" X 24"FRAMING MATERIALS GRADESA. ROOF, FLOOR, AND WALL SHEATHING: APA RATED SHEATHING. (LEAVE 1/8" SPACING AT PANEL ENDS AND EDGES)B. WALL STUDS: MINIMUM SPF STUD OR DOUGLAS FIR LARCH STUD.C. WALL PLATES: MINIMUM SPF #2 OR BETTER.D. DIMENSIONAL HEADERS: DOUGLAS FIR #2 OR BETTER.E. LVL HEADERS: 2950 Fb/2.0E MINIMUM.F. STEEL ASTM SPECIFICATION A992 GRADE-50 OR EQUAL R502.4 JOIST UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. R502.6 THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON CONCRETE. R502.8 NO CUTS, NOTCHES, AND HOLES BORED INTO TRUSSES, STRUCTURAL COMPOSITE LUMBER, GLUE-LAMINATED MEMBERS, OR I-JOIST ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S RECOMMENDATION OR DESIGN BY PROFESSIONAL. R502.11 WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ANSI/TPI-1. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS FOR WEB BRACING AND MULTI-CONNECTION OF GIRDERS. BSCI SHOULD BE REFER TO FOR HANDLING INSTALLATION AND BRACING OF METAL PLATE TRUSSES. R507.2 EXTERIOR DECKS/DECK LEDGER CONNECTION TO BAND JOIST. DECK LEDGER CONNECTION TO BAND JOIST SHALL BE IN ACCORDANCE WITH THIS SECTION TABLE R507.2 AND R507.2.1, AND FIGURES R507.2.1(1) AND R507.2.1(2)DEFLECTION CRITERIAFLOOR LIVE LOAD L/480FLOOR TOTAL LOAD L/360ROOF LIVE LOAD L/360ROOF TOTAL LOAD L/240WALL H/180ALL BEAMS SUPPORTING FLOOR OR ROOF LOADS ARETO BE DESIGNED WITH THE ABOVE DEFLECTION CRITERIAWIND DESIGNTOPOGRAPHICEFFECTSNONESPECIAL WINDREGIONNONEWIND-BORNEDEBRIS ZONENONECHAPTER 3 (BUILDING PLANNING)SECTION R802.10.2 DESIGN. WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATED WOOD TRUSS SHALL COMPLY WITH ANSI/TP1.R802.10.3 BRACING. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS AND SBCA'S BCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.R802.11.1.1 TRUSS UPLIFT. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL ASSEMBLIES BY CONNECTION CAPABLE OF RESISTING FORCES SPECIFIED ON THE TRUSS DESIGN DRAWINGS.SECTION R806 ROOF VENTILATION. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. REQUIRED VENTILATION OPENINGS SHALL BE DIRECTLY TO THE OUTSIDE AIR.R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION SHALL BE 1/300 (EXCEPTION 1 TAKEN)SECTION R807 ATTIC ACCESS. BUILDING WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREA THAT HAVE A VERTICAL HEIGHT OF 30" OR GREATER.1. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"X30" .2. SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION3. MINIMUM UNOBSTRUCTED HEAD ROOM IN THE ATTIC SPACE SHALL BE 30" MEASURED VERTICALLY FROM BOTTOM OF CEILING MEMBERCHAPTER 4 (FOUNDATIONS)CHAPTER 5 (FLOORS)CHAPTER 6 (WALL CONSTRUCTION)R602..1 SAWN LUMBERSAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY ACCREDITATION AGENCY THAT COMPLIES WITH DOC PS 20R602.3 REFER TO TABLE R602.3(1) THROUGH TABLE R602.3(4) FOR FRAMING MEMBER FASTENINGR602.6 DRILLING AND NOTCHING- REFER TO FIGURE R602.6 (1) AND R602.6 (2)-SEE DETAIL PAGE OF PLAN FOR FIGURES.R602.7 THE ALLOWABLE SPANS OF GIRDERS/HEADERS FABRICATED FROM DIMENSIONAL LUMBER ON EXTERIOR WALLS SHALL NOT EXCEED THE VALUES OF TABLE R602.7(1)R602.8 FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENING (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND ROOF SPACE.R602.10 WALL BRACING. BUILDING SHALL BE BRACE IN ACCORDANCE WITH SECTION OR R602.12 (SIMPLIED METHOD). FROM TABLE R602.10.4.USE CS-WSP BRACING METHOD WITH MIN 3/8" SHEATHING..CHAPTER 7 (WALL COVERING)R702.1 GENERAL INTERIOR COVERING OR WALL FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. INTERIOR MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R703.7.1 FOR SUPPORT AND SECTION R703.7.4 FOR ANCHORAGE. INTERIOR FINISHES AND MATERIAL SHALL CONFORM TO THE FLAME SPREAD AND SMOKE DEVELOPMENT REQUIREMENTS OF SECTION R302.9R703.1 GENERAL: EXTERIOR WALL SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4R303.1.1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED IN SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY.R703.1.2 WIND RESISTANCE. WALL COVERINGS, BACKING MATERIALS AND THEIR ATTACHMENT SHALL BE CAPABLE OF RESISTING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AND R301.2(3).R703.2 WATER-RESISTIVE BARRIER. APPROVED WATER-RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH UPPER LAPPED OVER THE LOWER NOT LESS THAN 2" INCHES. WHERE JOINT OCCUR, LAPPED NOT LESS THAN 6".R703.3 NOMINAL THICKNESS AND ATTACHMENTS. THE MINIMUM THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH TABLE R703.3(1) AND THE WALL COVERING MATERIAL MANUFACTURER'S INSTALLATION REQUIREMENTS.R703.4 FLASHING. APPROVED CORROSION-RESIANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.1. EXTERIOR WINDOWS AND DOORS OPENINGS. (SEE MANUFACTURE OF PRODUCT FOR INSTALLATION DETAILS)2. AT INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS.3. UNDER AND AT ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION6. AT WALL AND ROOF INTERSECTIONCHAPTER 8 (ROOF-CEILING)CHAPTER 9 (ROOF ASSEMBLIES)SECTION 903R903.1 GENERAL. ROOF DECKS SHALL BE COVERED WITH THE APPROVED ROOF COVERING SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISION OF THIS CHAPTER. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURE'S INSTRUCTIONS.R903.2 FLASHING. FLASHING SHALL BE INSTALLED IN MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPING, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE.R903.2.1 LOCATION. FLASHING SHALL BE I INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF OR DIRECTION AND AROUND ROOF OPENINGS.SECTION 905R905.1 ROOF COVERING APPLICATION. ROOF COVERING SHALL BE APPLIED IN ACCORDANCE WITH THE WITH THE APPLICABLE PROVISIONS OF THIS SECTION AND THE MANUFACTURE'S INSTALLATION INSTRUCTIONS.R905.1.1 UNDERLAYMENT. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY, AND CONCRETE TILE, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND METAL ROOF PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS LISTED IN THIS CHAPTER. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WITH ASTM D 226, D 1970, D 4869 AND D 6757SHALL BEAR A LABEL INDICATING COMPLIANCE. UNDERLAYMENT SHALL BE ATTACHED IN ACCORDANCE WITH TABLE R905.1.1(3)R905.1.2 ICE BARRIERS. IF AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG EAVES CAUSING BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED. THE ICE BARRIER SHALL CONSIST OF TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND NOT LESS THAN 24" INSIDE THE EXTERIOR WALL. ON ROOFS OVER 8/12, THE ICE BARRIER SHALL BE APPLIED NOT LESS THAN 36".R905.2 ASPHALT SHINGLES, THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION AND MANUFACTURE'S INSTALLATION.R905.2.2 SLOPE. ASPHALT SHINGLES SHALL BE USED ON ROOF SLOPES OF 2/12 OR GREATER. FOR SLOPES FROM 2/12 UP TO 4/12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905.1.1R905.2.8 FLASHING. FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTIONCHAPTER 10-43REFER TO THE CHAPTERS IN THE IRC 2015 FOR THE DESIGN AND REQUIREMENTS OF THESE ITEMS.CHAPTER 10 CHIMNEYS AND FIREPLACECHAPTER 11 ENERGY EFFICIENCYCHAPTER 12&13 MECHANICAL & GENERAL MECHANICAL SYSTEMS REQUIREMENTSCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCESCHAPTER 15 EXHAUST SYSTEMSCHAPTER 16 DUCT SYSTEMSCHAPTER 17 COMBUSTION AIRCHAPTER 18 CHIMNEYS AND VENTSCHAPTER 19-22 SPECIAL APPLIANCE, WATER HEATERS, HYDRONIC PIPING AND SPECIAL PIPINGCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMSCHAPTER 24 FUEL GASCHAPTER 25-33 PLUMBING RELATED ITEMSCHAPTER 35-43 ELECTRICAL RELATED ITEMSGENERAL NOTES:ABBREVIATIONSADJ ADJUSTABLEAWN. AWNINGBTM. BOTTOMBSMT. BASEMENTBTW. BETWEENCA CASEMENTCANT. CANTILEVERCAB. CABINETC CENTER LINECLG CEILINGC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETED DRYERDIA. DIAMETERDN DOWNDH DOUBLE HUNGDW DISHWASHERF.D. FLOOR DRAINFLR. FLOORFT. FEETFURN. FURNACEHDR. HEADERHDWD HARDWOODINSUL. INSULATIONJST. JOISTLVL LAMINATED VENEER LUMBERLIN. LINENMAX. MAXIMUMMIN. MINIMUMO/C ON CENTERO.H.D. OVERHEAD DOOROPNG. OPENINGPED. PEDESTALN.T.S. NOT TO SCALEREF REFRIGERATORREQ REQUIREDRO ROUGH OPENINGRM ROOMSH SINGLE HUNGS & R SHELF AND RODS.F. SQUARE FEETS.P. SUMP PITSTL STEELTYP. TYPICALTRANS. TRANSOMUNEX. UNEXCAVATEDVAN. VANITYW WASHERW/ WITHW.H. WATER HEATERLMISC. SYMBOLSFROST PROOF HOSE BIBFLOOR LINE ABOVESTRUCTURAL BEAM/HEADER OR GIRDER TRUSSLOAD BEARING WALLSOLID BLOCKING FROM CONCENTRATED LOADCONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.ELECTRIC SYMBOLSRBMPCSMOKE/HEAT DETECTORLIGHT WITH E. FANEXHAUST FANCABLE OUTLETPHONE OUTLET240 VOLT RECEPTACLEDUPLEX RECEPTACLE OUTLETSINGLE RECEPTACLE OUTLETDIMMER SWITCHSINGLE POLE SWITCHGARAGE DOOR OPENERELECTRIC PANELCEILING MOUNTED LIGHTWALL MOUNTED LIGHTRECESSED LIGHTFLUORESCENT LIGHTDMBAR LIGHTW.M. MOTION DETECTOR LIGHTPULL CHAIN LIGHT3THREE WAY SWITCHNOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.0Cover PagePDS 3809Classic BuildersPainted Woods - U.S. Grant PlanDRAWING LISTA.0 Cover PageA.1 ElevationsA.2 ElevationsA.3 FoundationA.4 Main FloorA.6 Building SectionsA.7 DetailsA.8 Wall DetailsF.1 Flooring First Floor0' - 0"First Flr Wall Hgt9' - 1 1/8"9' - 1 1/8"WINDOW HDR. HGT.7' - 0"STONE VENEER1251251251254 / 124 / 124 / 12HARDIETRIM 5/4 X 5 1/2"TRIM- GARAGE DOORHARDIETRIM 5/4 X 5 1/2"ON CORNERS- ALL ELEVATIONSHARDIETRIM 5/4 X 3 1/2"AROUND WINDOWS (FRONT ONLY)HARDIEPANEL VERTICAL SIDINGSTUCCO FINISH4" CEDARFirst Floor0' - 0"Basement-8' - 7 3/4"T.O. Footing-8' - 11 3/4"Foundation-0' - 11 3/4"First Flr Wall Hgt9' - 1 1/8"WINDOW HDR. HGT.8' - 0"11 3/4"9' - 1 1/8"7' - 0"1251254 / 12PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/4" = 1'-0"A.1ElevationsPDS 3809Classic BuildersPainted Woods - U.S. Grant PlanESTIMATED AREA - WALL CLADDINGMATERIAL TYPEMATERIALSFMATERIAL%MATERIALELEVATIONLap Siding - 8" 1587 SF 97.4%Stone Veneer 43 SF 2.6%Hardie Panel - Stucco Finish 99 SF 38.2% FrontLap Siding - 8" 9 SF 3.6% FrontSiding - Cedar Horz 84 SF 32.6% FrontStone Veneer 66 SF 25.6% Front- SQUARE FOOTAGE OF CLADDING/SIDING IS TAKEN FROM THE EXPOSED SURFACE OF THE WALL. 1. THE AREA INCLUDES SURFACES BELOW DECORATIVE TRIM BOARDS. 2. THE AREA EXCLUDES WINDOW AND DOOR OPENINGS. Scale: 1/4" = 1'-0"1FRONT ELEVATIONScale: 1/4" = 1'-0"2REAR ELEVATION 4 / 124 / 124 / 124 / 125 / 125 / 125 / 125 / 12ABBBBAAAFirst Floor0' - 0"Basement-8' - 7 3/4"T.O. Footing-8' - 11 3/4"Foundation-0' - 11 3/4"First Flr Wall Hgt9' - 1 1/8"9' - 1 1/8"11 3/4"8' - 0"WINDOW HDR. HGT.7' - 0"5 / 125 / 12124124124First Floor0' - 0"Basement-8' - 7 3/4"T.O. Footing-8' - 11 3/4"Foundation-0' - 11 3/4"First Flr Wall Hgt9' - 1 1/8"WINDOW HDR. HGT.9' - 1 1/8"11 3/4"8' - 0"7' - 0"5 / 12124124124ROOF PLAN LEGENDSYMBOL PLATE HGT. PITCH OVERHANG HEEL HGT.9'-1 1/8" 4/121'-4" 7"ALL RAKE OVERHANGS ARE 12" UNLESS NOTEDA9'-1 1/8" 5/12 1'-4" 8 5/16"BPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.2ElevationsPDS 3809Classic BuildersPainted Woods - U.S. Grant PlanScale: 1/8" = 1'-0"3ROOF PLANESTIMATED AREA - ROOF2746 SF- SQUARE FOOTAGE OF ROOF IS TAKEN FROM THE EXPOSED SURFACE OF THE ROOF. 1. THE AREA EXCLUDES SHEATHED SURFACES BELOW VALLEY. 2. NO WASTE FACTOR HAS BEEN INCLUDED Scale: 3/16" = 1'-0"1LEFT ELEVATIONScale: 3/16" = 1'-0"2RIGHT ELEVATION S.P.FURNWHFDUP2-8 X 5-0 FGTUB/SHOWER48" VAN.COSDCOUP18' - 4"5' - 0"UNEXCAVATEDUNEXC.18' - 4"9' - 0"34' - 8"38' - 8"21' - 4"2' - 0"62' - 0"9' - 6"20' - 6"10' - 0"40' - 0"62' - 0"9 1/2" LP 20 PLUSI-JOISTS @ 16" 0/C9 1/2" LP 20 PLUSI-JOISTS @ 16" 0/C9 1/2" LP 20 PLUSI-JOISTS @ 16" 0/C9 1/2" LP 20 PLUSI-JOISTS @ 16" 0/C(2) 2X10 TRD. 2X10 SYP #2 TRD.JOISTS @ 16" 0/C40' - 0"Z4-0 x 4-0 BasementSTORAGE7'-9 1/2" CLG.CONC.OPT. FAMILY RM.7'-9 1/2" CLG.CARPETOPT. BTHRM.7'-9 1/2"TILE FLR.Z4-0 x 4-0 Basement2' - 1"16' - 4"2' - 1"10"8' - 4"10"DROP FOUNDATION FOR GARAGE DOORDROP FOUNDATION FOR GARAGE DOOR12' - 0"10' - 6"1' - 6"12' - 8 1/2"12' - 0"15' - 3 1/2"1' - 6"9' - 0"1' - 6"18" DIA. CONC. FOOTINGBBCACDADD2-8 OPENING2-6 x 6-82-8 x 6-822' - 1 1/2"3 1/2"12' - 3"12' - 6 1/2"3 1/2"2' - 1"3 1/2"9' - 0"15' - 9 1/2"DROPPED LVL BEAM5-0 x 6-8BifoldCLO.9' - 7"12' - 6 1/2"OPT. BDRM. 37'-9 1/2" CLG.CARPETOPT. WET BAR16' - 5 3/4"3' - 7 1/4"3 1/2"3' - 10"3 1/2"15' - 6"6' - 9 1/2"5' - 9"DCANTILEVER ABOVE13' - 6"3 1/2"12' - 4"3 1/2"12' - 3"13' - 6"3 1/2"8' - 2 1/2"3 1/2"3' - 10"3 1/2"3' - 4"3 1/2"8' - 7 1/2"16' - 4"3 1/2"8' - 10 1/2"14' - 6"HDR.(2) 9 1/2" DROPPED LVL BEAMB.P.1' - 0"14' - 6"1A.62A.6FLUSH BEAM(1) 9 1/2" LVL FLUSH(1) 9 1/2" FLUSH LVL(2) 9 1/2" FLUSH LVL6' - 11 7/8"6' - 7 7/8"5' - 0"4' - 0"5' - 0"4' - 6"(1) 9 1/2" LVL FLUSH2-4 x 6-81-6 x 6-8F3F4F3F3F2810 SFBasement - Unfinished717 SFBasement - OptionalFinished8"4' - 0"4' - 0"1 1/2"BELOW FROSTTOP OF FOUND.DROP CONCRETE WALLFOR GARAGE DOORABGARAGE SLABCGARAGE SLABTOP OF FOUND.1' - 4"1' - 4"1' - 4"8"4' - 0"BELOW FROSTVERIFY CONCRETE WALLHEIGHT IN FIELD PER SITEDFGBELOW FROSTE1' - 4"1' - 4"1' - 4"8"4' - 0"7' - 9 1/2"8"8' - 0"8"8' - 0"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.3FoundationPDS 3809Classic BuildersPainted Woods - U.S. Grant PlanAREA SCHEDULENAME SQ FTBasement - Optional Finished 717 SFMain Floor 1525 SF2242 SFBasement - Unfinished 810 SFGarage 693 SFPorch 68 SF1571 SFGrand total: 5 3813 SFDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD4 1 16-0 x 8-0 Colonial - Prairie 1 16' - 3" 8' - 1 1/2" Overhead Garage Door FoundationD5 1 8-0 x 8-0 Colonial - Prairie 1 8' - 3" 8' - 1 1/2" Overhead Garage Door FoundationD1 1 3-0 x 6-8 3' - 2 1/2" 6' - 11 1/4" Entry Door First FloorD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire Rated First FloorD3 1 6-0 x 6-10 Slider 6' - 0" 6' - 11" 2-Panel Slider First FloorD7 1 1-6 x 6-8 1' - 8" 6' - 10 1/2" First FloorD9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD10 2 2-6 x 6-8 2' - 8" 6' - 10 1/2" First FloorD12 1 3-0 x 6-8 3' - 2" 6' - 10 1/2" First FloorD15 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD20 2 2-4 x 6-8 Pocket 4' - 9" 7' - 1" Pocket Door - Verify R.O. First FloorD32 1 5-0 x 6-8 Bifold 5' - 1 1/2" 6' - 10" 4-Panel Bifold First FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHTSPECIAL NOTES LevelWIDTH HEIGHTZ 2 4-0 x 4-0 Basement 7' - 0" Meets Egress BasementA 1 3018 F 2' - 6" 1' - 6" 7' - 0" Fixed First FloorB 3 3618 F 3' - 0" 1' - 6" Fixed First FloorC 1 3042 SH 2' - 6" 3' - 6" 7' - 0" First FloorE 2 3660 F 3' - 0" 5' - 0" 7' - 0" First FloorG 1 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress First FloorL 1 30-42-3060 SLDR 8' - 6" 5' - 0" 7' - 0" Meets Egress First FloorESTIMATED AREA - 4" FLATWORKLOCATION AREACUBICYARDSFloor: Front Porch 68 SF 0.8 CYFloor: Basement 1424 SF 17.6 CYFloor: Garage 658 SF 8.1 CYGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 663 SFFirst Flr Wall Hgt Ceiling - House 1443 SF2105 SF- SQUARE FOOTAGE OF CEILING IS TAKEN FROM THE INSIDE OF EXTERIOR WALLS. 1. THE AREA INCLUDES ALL AREA UNDER ALL INTERIOR WALLS 2. IN BASEMENT, ONLY INLCUDES FINISHED AREAS 3. NO WASTE FACTOR HAS BEEN INCLUDED Scale: 3/8" = 1'-0"3FOUNDATION SECTIONS-9 1/2"FLOORFOOTING SCHEDULE1MARK DIMENSIONS REINFORCEMENT NOTESF2 24" x 24" x 12" #4's @ 8" O.C. E/W (3) min.F3 30" x 30" x 12" #4's @ 7" O.C. E/W (4) min.F3 30" x 30" x 12" #4's @ 7" O.C. E/W (4) min.F3 30" x 30" x 12" #4's @ 7" O.C. E/W (4) min.F4 36" x 36" x 12" #4's @ 7" O.C. E/W (5) min. DWREF.DWDIRECT VENTFIREPLACE30-42-3060 SLDR6060 SLDR3618 F3660 F3042 SHDN5-0 x 3-02-8 X 5-0 FGTUB/SHOWER39" VANITY3618 F3618 F3018 FSDCOCOSDDN18' - 4"9' - 0"34' - 8"1' - 0"40' - 0"38' - 7 1/2"21' - 4 1/2"2' - 0"62' - 0"1' - 0"5' - 0"4' - 6"30' - 6"D13' - 0"D155' - 0"D22' - 8"1' - 0"6"1' - 0"17' - 2 1/2"5' - 6"3 1/2"5' - 4"3 1/2"9' - 10 1/2"D202' - 4"D202' - 4"D123' - 0"LOCKERSD102' - 6"D36' - 0"OPEN RAILING4' - 0"6' - 0"FLUSH COUNTERLIVING RM.TRAY CLG.CARPETENTRY9'-1 1/8"HWLKITCHEN9'-1 1/8" CLG.HWLDINING9'-1 1/8" CLG.HWLMSTR. BDRM.TRAY CLG.CARPETBDRM. 29'-1 1/8" CLG.CARPETBTHRM.9'-1 1/8"TILE FLRBTHRM.9'-1 1/8"TILE FLRMUDRM.9'-1 1/8"TILE FLR.OFFICE9'-1 1/8" CLG.CARPET5' - 0"4' - 0"2' - 8"1' - 10"2' - 9"2' - 3"5' - 3"5' - 3"GLBEEC2' - 4"10' - 8"2' - 4"13' - 11"2' - 6"16' - 2 1/2"5' - 6"24' - 2 1/2"3 1/2"15' - 6"7' - 6"7' - 6"6"5 1/2"6' - 2 1/2"3 1/2"4' - 0"27' - 8"D92' - 4"CLO.12' - 8 1/2"5 1/2"10' - 5"3 1/2"3' - 6"3 1/2"10' - 6"5 1/2"5 1/2"7' - 0"3 1/2"3' - 2 1/2"2X6 WALLGARAGE4" CONC. FLOOR SLOPING TOWARDS DOORS16' - 0"D48' - 0"D541' - 0"10' - 3"10' - 3"5' - 0"5' - 0"STEPSDECK12'-0" X 12'-0"ATTICACCESS6-0 VAN.6' - 0"3 1/2"8' - 5"3 1/2"2' - 1"3 1/2"13' - 1 1/2"30' - 6"D325' - 0"CLO.W.I.C.5 1/2"10' - 6"3 1/2"5' - 0"3 1/2"3' - 7 1/2"3 1/2"5' - 0"5 1/2"12' - 8 1/2"3' - 6"11' - 4"12' - 6 1/2"41' - 0"D102' - 6"2-8 OPENINGD92' - 4"D71' - 6"LIN.9'-1 1/8"+8"9'-9 1/8" 2' - 1"3 1/2"3' - 10"3' - 8"3' - 10"COVERED PORCH(1) 3 1/2" X 11 7/8" LSL HDR(1) 3 1/2" X 11 7/8" LSL HDRCONC. LEDGE5' - 0 1/2"18' - 4"16' - 3"5' - 5"13' - 0"(2) 2X105' - 2 1/2"3 1/2"10' - 0"3 1/2"2' - 1"3 1/2"6' - 0 1/2"1A.62A.6ROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/C(3) 2X10 DF #2 - 2KS (3) 2X10 DF #2 - 2KS1' - 2 1/2"3 1/2"2' - 6 1/2"3 1/2"6' - 1"800 HOLD DOWNCS-PF1CS-PF1TYP.2' - 4"3' - 0"4' - 0"*VERIFY FINAL DESIGN WITH BUILDER*VERIFY FINAL DESIGN WITH BUILDER62' - 0"1' - 9 3/4"1' - 9 3/4"A6060 SLDR9'-1 1/8"+12"10'-1 1/8" 2' - 4"15' - 2 1/2"3660 F2' - 4"12' - 2"693 SFGarage1525 SFMain Floor68 SFPorchPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.4Main FloorPDS 3809Classic BuildersPainted Woods - U.S. Grant PlanAREA SCHEDULENAME SQ FTBasement - Optional Finished 717 SFMain Floor 1525 SF2242 SFBasement - Unfinished 810 SFGarage 693 SFPorch 68 SF1571 SFGrand total: 5 3813 SFDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD4 1 16-0 x 8-0 Colonial - Prairie 1 16' - 3" 8' - 1 1/2" Overhead Garage Door FoundationD5 1 8-0 x 8-0 Colonial - Prairie 1 8' - 3" 8' - 1 1/2" Overhead Garage Door FoundationD1 1 3-0 x 6-8 3' - 2 1/2" 6' - 11 1/4" Entry Door First FloorD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire Rated First FloorD3 1 6-0 x 6-10 Slider 6' - 0" 6' - 11" 2-Panel Slider First FloorD7 1 1-6 x 6-8 1' - 8" 6' - 10 1/2" First FloorD9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD10 2 2-6 x 6-8 2' - 8" 6' - 10 1/2" First FloorD12 1 3-0 x 6-8 3' - 2" 6' - 10 1/2" First FloorD15 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD20 2 2-4 x 6-8 Pocket 4' - 9" 7' - 1" Pocket Door - Verify R.O. First FloorD32 1 5-0 x 6-8 Bifold 5' - 1 1/2" 6' - 10" 4-Panel Bifold First FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTES LevelWIDTH HEIGHTZ 2 4-0 x 4-0 Basement 7' - 0" Meets Egress BasementA 1 3018 F 2' - 6" 1' - 6" 7' - 0" Fixed First FloorB 3 3618 F 3' - 0" 1' - 6" Fixed First FloorC 1 3042 SH 2' - 6" 3' - 6" 7' - 0" First FloorE 2 3660 F 3' - 0" 5' - 0" 7' - 0" First FloorG 1 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress First FloorL 1 30-42-3060 SLDR 8' - 6" 5' - 0" 7' - 0" Meets Egress First FloorESTIMATED AREA - 4" FLATWORKLOCATION AREACUBICYARDSFloor: Front Porch 68 SF 0.8 CYFloor: Basement 1424 SF 17.6 CYFloor: Garage 658 SF 8.1 CYGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 663 SFFirst Flr Wall Hgt Ceiling - House 1443 SF2105 SF- SQUARE FOOTAGE OF CEILING IS TAKEN FROM THE INSIDE OF EXTERIOR WALLS. 1. THE AREA INCLUDES ALL AREA UNDER ALL INTERIOR WALLS 2. IN BASEMENT, ONLY INLCUDES FINISHED AREAS 3. NO WASTE FACTOR HAS BEEN INCLUDED (2) 2X10 TOP @ 8'-1 1/8"(2) 2X10 TOP @ 8'-1 1/8" LAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-20 INSULATIONMOISTURE BARRIER ALL EXT. WALLS1/2" GYP. BOARD2X6 BOTTOM PLATEPROVIDE ADEQUATE WATERPROOFING3/4" T&G SUB FLOOR (GLUED AND NAILED)FLOOR SYSTEM PER MANUF.INSULATION AT EXTERIOR WALLSGRADEMIN.0' - 6"2X6 TREATED SILL PLATE W/ SEALERAND 1/2" ANCHOR BOLTS @ 72" O.C. MAX.EMBEDDED 7". USE 2 BOLTS PER SILL PLATEW/ BOLTS PLACED AT 12" FROM EACH END OFSILL PIECE. FOUNDATION ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENTANCHORAGE TO 1/2" DIA. ANCHOR BOLTS MAY BE USED.8" POURED CONCRETE FOUNDATION WALLVERTICAL STEEL (GRADE 60) : #6 @ 36" O.C. (OR #4 @ 16") ON 8'-0" #6 @ 32" O.C (OR #4 @ 15") ON 9'-0" & #6 @ 22" (OR #4 @ 10") ON 10'-0" TALL WALLSREFER TO IRC 2015 TABLE R404.1.2(3) AND TABLE R404.1.2(9).HORIZ. STEEL: #4 @ 1'-6", 4'-4", AND 7'-0" OFF FOOTING, (SPLICING AS NECESSARY, MIN 12" OVERLAP). 9'-0" & 10'-0": (4) #4 BARS SPACED EQUALLY W/ TOP BAR WITHIN 12" FROM TOP OF WALL4" CONC. FLOOR SLAB4" DRAIN TILE IN PEA GRAVEL BED RUN TO PUMPTYPICAL 16" X 8" CONC. FTG.W/ 2 #4 HORZ. RODS CONTINUOUSSPLICING AS NECESSARY ONUNDISTURBED SOIL OR EQUAL8' - 0"1/2" OSB W/ 30# ROOFING PAPER & ASPHALT SHINGLESSOFFIT FRAMING MATERIAL AS REQ.2X6 SUB FASCIATRUSS ROOF BYMANUF. @ 24" O.C.(2) 2X6 TOP PLATES5/8" GYP. BOARDGUTTER APRONGUTTER PER MANF.R-49 INSULATION9' - 1 1/8"First Floor0' - 0"Basement-8' - 7 3/4"T.O. Footing-8' - 11 3/4"Foundation-0' - 11 3/4"First Flr Wall Hgt9' - 1 1/8"9' - 1 1/8"11 3/4"8' - 0"T.O. LANDING2' - 5 5/8"RUN.10"7 7/16" RISE13' - 6"3 1/2"8' - 6"3' - 10"3 1/2"12' - 3"23' - 4"38' - 8"5 1/2"10' - 6"3 1/2"3' - 6"11' - 4"12' - 6 1/2"TO NOSING23' - 4 1/2"38' - 7 1/2"9' - 1 3/4"7" HEELFirst Floor0' - 0"Basement-8' - 7 3/4"T.O. Footing-8' - 11 3/4"Foundation-0' - 11 3/4"First Flr Wall Hgt9' - 1 1/8"9' - 1 1/8"11 3/4"8' - 0"1" NOSINGMIN. HEAD HGT.6' - 8"15' - 6"3 1/2"6' - 4"TO NOSINGLANDING3' - 10"T.O. LANDING2' - 5 5/8"17' - 10 1/2"8 5/16" HEEL1' - 0"9' - 1 1/8"2' - 10"15' - 2 1/2"21' - 11 1/2"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.6BuildingSectionsPDS 3809Classic BuildersPainted Woods - U.S. Grant PlanScale: 1/2" = 1'-0"3TYPICAL WALL SECTION - RANCHScale: 1/4" = 1'-0"1BUILDING SECTION AScale: 1/4" = 1'-0"2BUILDING SECTION B 2' - 6"22" X 30" MINIMUM CLEARANCE REFER TO IRC 807.1MINIMUM CLEARANCE IS MEASURED FROM THE TOP OF THE BOTTOM CHORD TO BOTTOM OF THE TOP CHORD1' - 10 1/2"1' - 0"MINIMUM.BETWEEN TRUSSESROOF TRUSS PER MANUFACTUREGYPSUM BOARDINSULATION1/2" OSB1/2" GYPSUM BOARD2X4 FRAMINGSIDE VIEW END VIEWEXTERIOR SHEATHINGWATER-RESISTIVE BARRIER-PLACE OVER FLASHING SELF-ADHERED BITUMINOUS MEMBRANE- MIN. 6" ABOVE LEDGER BOARD TO TOP OF FOUNDATION WALL.CONTINUOUS FLASHING ON TOP OF LEDGER BOARD/JOISTAT LEAST 3" PAST HANGER2X LEDGER BOARD-MIN. SAME SIZE AS DECK JOIST AND NO GREATER THAN BAND JOISTJOIST HANGER1/2" DIA. LAG SCREW WITH WASHER OR THROUGH BOLTS WITH WASHER, PLACED A MIN. OF 2" FROM TOP AND BOTTOM EDGES. DESIGN OF SPACING IS BY OTHERS.DECK JOISTFOUNDATION WALLEXTERIOR SIDINGBAND JOIST.- MIN. 1 1/8" THICKFLOOR JOIST-SEE PLANTABLE R507.2DECK LEDGER CONNECTION TO BAND JOIST/SIMPSON STRONG TIE SDWS SCREWSLOADING: DECK LIVE LOAD 40 PSF/ DECK DEAD LOAD 10 PSF1/2" LAG SCREWSSIMPSON SDS22400DBSIMPSON SDS22400DBCONNECTION DETAILMAXIMUM DECK JOIST SPANUP TO 6'-0" UP TO 8'-0" UP TO 10'-0" UP TO 12'-0" UP TO 14'-0" UP TO 16'-0" UP TO 18'-0MAXIMUM ON CENTER SPACING OF FASTENERS (STAGGER IN 2 ROWS)LEDGER BOARD SIZE2X SYP1 1/8 OSB RIM/1 1/4" LSL RIM2X SYP30 23 18 15 11 1016 12 1076 522 16 13 11981387MIN EDGE DISTANCEMIN END DISTANCE1 7/16"6"1 7/16"6"2" 2"TOP PLATESBORED HOLE MAX. DIAMETER 40 PERCENT OF STUD DEPTH ON EXTERIOR WALLS AND INTERIOR BEARING WALLS.(60 PERCENT ON INTERIOR NON BEARING WALLS)5/8 INCH MINIMUM TO EDGESTUDNOTCH MUST NOT EXCEED 25 PERCENT OF STUD LENGTH ON EXTERIOR WALLSAND INTERIOR BEARING WALLS. (40 PERCENT OF STUD DEPTH ON INTERIOR NON BEARING WALLS)BORED HOLES SHALL NOT BE LOCATEDIN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD. (ALL WALLS)IF HOLE IS BETWEEN 40 PERCENT AND 60 PERCENTOF STUD DEPTH, THAN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLE AND SO BORED. (EXTERIOR WALLS AND INTERIOR LOAD BEARING ONLY)5/8 INCH MINIMUM TO EDGEFIGURE R602.6(1) AND R602.6(2) IRC 2015FIGURE R602.6.116 GAGE AND 1.5 INCH WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE NOTCH WITH 8-16D NAILS EACH SIDE. EXTERIOR OR INTERIOR BEARING WALLS ONLY. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING.PIPE OR DUCTWORKNOTCH GREATER THAN 50PERCENT OF THE PLATE WIDTH1' - 0"OR LESSDRIP EDGECONTINUOUS 2X6 MATERIALWITH SOLID BLOCKING @ 24" O.C.SOFFIT MATERIAL5/4" X2" SIDING TRIM ORSEE ELEVATION5/4"X8" RAKE BOARDEXTERIOR LAP SIDINGEXTERIOR SHEATHINGGABLE END TRUSSROOF SHEATHINGGABLE END BRACING(DESIGNED BY OTHERS)2X BLOCKINGROOF TRUSS2' - 0"MAX.INTERIOR FRAMING PARTITION2X4 FLAT BLOCKINGINSULATION2X4/2X6 EXTERIORWALL FRAMINGDOUBLE 2X4/2X6TOP PLATESINGLE 2X4/2X6 BOTTOM PLATE2X4 FLAT BLOCKING2X4/2X6 EXTERIOR WALL2X6 WALL STUDS@ 16" O/C2X6 END WALL STUD2X4 BACKER BOARD FOR SIDING CORNER BOARD2X6 DRYWALL BACKING STUDINTERIOREXTERIOR2X62X62X62X4SIDING CORNERBORDCORNERBOARD NAILEREXTERIOR SHEATHING2'-0" MIN.OPERABLE WINDOWOPERABLE WINDOWTOP OFFINISHED FLOOR(EXAMPLE: TILE, HARDWOOD, CARPET, ETC.)LOWEST POINT OF CLEAR WINDOW OPENINGGRADER312.2 APPLIES TO WINDOWGREATER THAN 6'-0"LESS THAN 6'-0"EXCEPTION:IF WINDOW WELL EXIST BELOW WINDOW, HEIGHT IS TAKEN FROM BOTTOM OF WINDOW WELLR312.2.1 WINDOW SILLSIn dwelling units, where the top of sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operablewindow shall comply with on of the following:1. Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position.2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 20903. Operable windows that are provided with opening control devices that comply with Section R312.2.2R312.2.2 Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of thewindow unit to less than the area required by Section R310.2.1NO MINIMUM REQUIREMENTSSECTION 310 -IRC 2015EGRESS WINDOW REQUIREMENT44" MAXIMUM SILL HEIGHTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(2)2X6 TOP PLATES 1/2" GYP BOARDROUGH OPENINGWINDOW FRAMEWINDOW FRAMEROUGH OPENINGWINDOW HEADJAMBWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION AND FLASHING(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CJAMBEXTERIOR TRIM PER ELEVATIONSWINDOW DETAILSWILL VARY WITHMANUFACTURERINTERIOR TRIMINTERIOR TRIMTYPICAL HDR:1-KS (KING STUD)1-JS (JACK STUD)SEE FLOOR PLAN FOR CHANGESKJKJSEE WINDOW SCHEDULET.O. ROUGH OPENINGWINDOW HDR. HGTTRUSS HEEL5/8" CLG. GYP BOARDCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGCAULKING/SEALANT WITH BACKER RODFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGFLOOR SYSTEM(2)2X6 TOP PLATES 1/2" GYP BOARD1/2" EXT. SHEATHING5/8" CLG. GYP BOARD3/4" SUB FLOORWINDOW FRAMEROUGH OPENINGWINDOW HEADWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CREFER TO PLANRIM BOARD(1)2X6 SILL PLATEBATT INSULATIONBATT INSULATIONEXTERIOR TRIM PER ELEVATIONSSIDING MATERIAL-SEE BUILDERINTERIOR TRIMINTERIOR TRIMT.O. ROUGH OPENINGWINDOW HDR. HGTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(1)2X6 SILL PLATE PAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHINGCAULKING/SEALANT WITH BACKER RODCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE SILLDRAIN AWAY FROM WINDOWRAINSCREEN MAT(RECOMMENDED)**SEE STONE MANUFACTURE FOR INSTALL DETAILSFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIEROVER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE VENEER CAPRAINSCREEN MAT(RECOMMENDED)DRIP CAPSTONE VENEERBEAM- SEE PLAN6X6 POSTMIN.2 1/2"(2) 1/2" DIAMETERTHROUGH BOLTS WITH WASHERSAPPROVED POST CAPNOTCH BEAM SUPPORT METHOD FOR 2-PLY MEMBERSALTERNATE SUPPORT METHOD FOR 3-PLY MEMBERSAPPROVED POST BASECONCRETE FOOTINGHURRICANE TIEDECK BOARDSINVERTED FLANGE HANGERDECK BEAMDECK JOIST6X6 POST CONTINUOUS TO ROOF BEAMALTERNATE SUPPORT CONNECTION FOR COVERED DECKSLOPE AWAY FROM POST AT 1/12SEE PLANMIN. 42" BELOW GRADE1/2" OSB/GYP BOARD BEHIND ALL EXTERIOR TUBFROM FLOOR TO UNDERSIDE OFTUB SURROUND FOR BLOWN INSULATION.DRYWALL ONLY ABOVE TUB UNIT. TUB / SHOWER UNIT PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.7DetailsPDS 3809Classic BuildersPainted Woods - U.S. Grant PlanScale: 3/8" = 1'-0"4ATTIC ACCESS OPENINGScale: 1" = 1'-0"2DECK LEDGER CONNECTIONScale: 3/8" = 1'-0"7NOTCHING AND BORING HOLELIMITATIONSScale: 3/4" = 1'-0"10RAKE OVERHANG-WOODScale: 3/4" = 1'-0"6EXTERIOR WALL LADDERScale: 3/4" = 1'-0"1TYPICAL EXTERIORWALL CORNERSScale: 3/8" = 1'-0"52015 IRC R612 WINDOW FALLPROTECTIONScale: 1" = 1'-0"13TYPICAL EXTERIOR HEADERScale: 3/4" = 1'-0"3DECK-POST CONNECTIONScale: 1/2" = 1'-0"9Bath Tub-OSB Insulation --CS-PF1CS-WSPCS-PF1CS-PF2CS-WSPCS-PF2SINGLE PORTALDOUBLE PORTALCS-PF1SINGLE PORTALDOUBLE PORTALCS-PF2--PFH1PFH2PFH1SINGLE PORTALDOUBLE PORTALPFH1MIN 7/16" OSB SHEATHING-SEE APA DETAILS2X4 GARAGE DOOR TRACK BLOCKING2x6 JAMBWOOD OR ALUMINUM WRAPFINISH-SEE BUILDERMIN. (2) 2X JACK STUDSROUGH OPENING- SEE DOOR SCHEDULEPER BRACING METHODSEE MIN WIDTH FORMIN LENGTH FOR CONTINUOUS SHEATHING - PORTFAL FRAME (CS-PF)PER TABLE R602.10.5(HEIGHT TAKEN FROM TOP OF FOUNDATION WALL TO TOP PLATES OF GARAGE WALL)8'-0" WALL = 16"9'-0" WALL = 18"10'-0" WALL = 20"11'-0" WALL = 22"12'-0" WALL = 24"MIN. 2'-0" OSB RETURN ON THE CORNER OR HOLD DOWN. SEE DETAIL 1/FIGURE 602.10.7 (2) 1/2" CONCRETE ANCHOR BOLTS MIN 7" EMBEDMENT W/ 2"X2"X3/16" WASHERMIN. 1/2" GYP ON INTERIOR WALLSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.8Wall DetailsPDS 3809Classic BuildersPainted Woods - U.S. Grant PlanScale: 1/4" = 1'-0"2BRACED WALL PANELCONNECTIONScale: 1/4" = 1'-0"1CS-END CONDITIONSScale: 1/4" = 1'-0"4METHOD CS-PFScale: 1/4" = 1'-0"3METHOD PFHScale: 1" = 1'-0"5GARAGE DOOR JAMB - METHODCS-PF 46 SF147 SF39 SF370 SF13 SFOPT. FAMILY RM.OPT. HALLWAY 2OPT. BDRM. 3 OPT. BTHRM.185 SF291 SF71 SF56 SF20 SF28 SF157 SF73 SF115 SF33 SF121 SF114 SFBDRM. 2BTHRM.BTHRM.W.I.C.HALLWAY 150 SFSTAIRSMUDRM.OFFICEENTRYLIVING RM.DINING RM.KITCHENMASTER BDRM.PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 3/16" = 1'-0"F.1FlooringPDS 3809Classic BuildersPainted Woods - U.S. Grant Plan NOT FOR CONSTRUCTIONTHESE ARE PLANS ARE CONCEPTIONAL PLANS AND HAVE NOT BEEN APPROVED AS A BID SET OR FOR CONSTRUCTIONA. ALL CONSTRUCTION AND MATERIALS SHALL MEET OR EXCEED IRC 2015. LOCAL BUILDING CODES MAY HAVE DIFFERENT SPECIFICATIONS AND REQUIREMENTS THAN WHAT IS LISTED IN THE IRC 2015, THESE LOCAL REQUIREMENTS WILL SUPERSEDE THE IRC 2015. SEE THE LOCAL BUILDING DEPARTMENT FOR CHANGES.B. CONTRACTOR TO CONFIRM THE SIZES, SPACING AND SPECIES OF LUMBER OF ALL STRUCTURAL AND FRAMING MEMBERS. ANY STRUCTURAL AND FRAMING MEMBERS NOT INDICATED ARE TO BE SIZED BY OWNER/CONTRACTOR.C. THE OWNER/CONTRACTOR IS RESPONSIBLE FOR PREVENTIVE MEASURE OF THE BUILD UP OF MOISTURE OR MOLDD. ALL PRODUCTS ARE TO BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATIONS.E. ALL MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS ARE TO BE DESIGNED BY OTHERS.F. ALL EXTERIOR STAIRS ARE SHOWN FOR CONCEPT, FINAL DESIGN DETERMINE ON SITE FOR FINAL GRADE.G. THE FOLLOWING CODE INFORMATIONS IS INTENDED TO ASSIST AND INFORM YOU THROUGH CONSTRUCTION. THIS PROJECT HAS BEEN DRAWN TO PRESCIBE TO INDUSTRY STANDARDS.A. BUILDING AND STRUCTURES, AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS, AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE (R301.1)B. TABLE 301.2(1) IRC 2015. VALUES BASED FROM THE CITY OF DES MOINES, IOWA.GROUNDSNOWLOADSPEED(mph)SEISMICDESIGNCATEGORYSUBJECT TO DAMAGE FROMWEATHERINGFROST LINEDEPTHTERMITEWINTERDESIGN TEMP.ICE BARRIERUNDERLAYMENTREQUIREDFLOODHAZARDSAIRFREEZINGINDEXMEANANNUALTEMP30 PSF115ASEVERE42"MODERATE-HEAVY-0 FMARCH1984183348.6 FYESC. MINIMUM LIVE LOADS. (R301.5) IRC 2015UNHABITABLE ATTIC WITH LIMITED STORAGE 20 PSFUNHABITABLE ATTIC WITHOUT STORAGE 10 PSFHABITABLE ATTIC AND SERVED WITH FIXED STAIRS 30 PSFDECKS AND EXTERIOR BALCONIES 40 PSFGUARDRAIL AND HANDRAILS 200 PSFROOM OTHER THAN SLEEPING ROOMS 40 PSFSLEEPING ROOMS 30 PSFSTAIRS 40 PSFD. DEAD LOADS ADDITIONAL OR CHANGES TO MATERIAL NEEDS TO BE ADJUSTED TO THE BELOW CALCULATIONS.FLOOR-TOP CHORDROOF-TOP CHORDSCARPET AND PAD 1.5 PSF ROOFING-SHINGLES(220 LBS) 2 LAYER 4.40 PSF3/8" CERAMIC TILE/ 1/2" BACKER BD. 10 PSF 30 LBS. FELT 0.30 PSF3/4" HARDWOOD FLOOR 4.0 PSF 1/2" OSB OR COM PLYWOOD 1.65 PSFSUBFLOOR-3/4" OSB OR COM-PLYWOOD 2.0 PSF 1/2 ROOF TRUSS-2X4 1.10 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF CORRECTION FOR SLOPE (12/12) 1.55 PSFTOTAL WITH CARPET/PAD5.5 PSFTOTAL9.00 PSFTOTAL WITH TILE/BACKER BD.13.5 PSFTOTAL WITH HARDWOOD FLOOR7.5 PSFROOF-BOTTOM CHORDS1/2 ROOF TRUSS-2X4 1.10 PSFFLOOR-BOTTOM CHORD5/8" GYPBOARD 2.8 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF MINIMUM FOR MISC MECHANICAL/ELEC. 1.5 PSF5/8" GYPBOARD 2.8 PSF 16" BATT/BLOWN INSULATION 1.60 PSFMINIMUM FOR MISC MECHANICAL/ELEC. 0.7 PSFTOTAL5.0 PSFTOTAL7.00 PSFMINIMUM ROOF LIVE LOADS(R301.6)IRC 2015ROOF TRUSS LIVE LOAD(Lr) 20 PSFGROUND SNOW(Pg) 30 PSFFLAT ROOF SNOW (Pf) 24 PSFTHERMAL CONDITION Ct = 1.0TERRAIN EXPOSURE BDURATION OF LOAD-SNOW 1.15UNBALANCED AND SNOW DRIFT LOADINGACCORDING TO ASCE/SEI 7-10WIND DESIGN METHOD: MWFRS/C-C HYBRID ACSE/SEI 7-10EXPOSURE CATEGORY BDURATION OF LOAD-WIND 1.60SECTION R303: LIGHT AND VENTILATION IN HABITABLE ROOMS, PROVIDE NATURAL LIGHT AND VENTILATION WITH OPERABLE WINDOWS. WINDOW GLAZING SHALL NOT BE LESS THAN 8% OF THE FLOOR AREA OF EACH ROOM. 1/2 THE REQUIRED WINDOW AREA SHALL BE OPERABLE TO THE EXTERIOR FOR NATURAL VENTILATION. R303.3 BATHROOMS MAY HAVE AN OPERABLE WINDOW OF 3 S.F. IN AREA. - EXCEPTION:1. BATHROOM AND WATER CLOSET MAY BE VENTILATED WITH EXHAUST FANS AND ARTIFICIAL LIGHT.SECTION R304: THE MINIMUM AREA OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 70 SQ. FEET, EXCEPT KITCHEN. R304.2 THE MINIMUM LENGTH OR WIDTH OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 7'-0"SECTION R305: CEILING HEIGHT HABITABLE SPACE, HALLWAYS, AND PORTION OF THE BASEMENT CONTAINING THESE SPACES SHALLHAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILER ROOM, AND LAUNDRY ROOMS SHALL HAVE A CEILING HGT OF NOT LESS THAN 6'-8"-EXCEPTION 1. FOR ROOMS WITH SLOPED CEILING, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 5'-0" AND NOT LESS THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING OF LESS THAN 7'-0"2. THE CEILING ABOVE A BATHROOM AND TOILET ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8" ABOVE THE AREA OF NOT LESS THAN 30"X30" AT THE SHOWERHEAD.3. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOOR.R305.1.1 BASEMENT PORTION OF BASEMENT THAT DO NOT CONTAIN HABITABLE SPACE OR HALLWAYS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8"-EXCEPTION1. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOORSECTION R307.1 TOILET, BATH AND SHOWER SPACES. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE R307.1. 1. TOILET: MIN 15" FROM WALL OR TUB OR VANITY. . MIN 21" CLEARANCE IN FRONT OF TOILET2. VANITY: MIN 21" CLEARANCE IN FRONT OF VANITYSECTION R308 GLAZING. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATION DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURING'S DESIGNATION SPECIFYING WHO APPLIED DESIGNATION, DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD. R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE AND MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION.2. WHERE THE GLAZING IS ON THE WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR.-EXCEPTION1. DECORATIVE GLASS2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN DOOR AND THE GLAZING3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH4. GLAZING THAT IS ADJACENT TO A FIXED PANEL OF PATIO DOORS,R308.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS.1. THE EXPOSED AREA OF AM INDIVIDUAL PLAN IS LARGER THAN 9 SQUARE FEET2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR: AND4. ONE OR MORE WALKING SURFACE ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING-EXCEPTION1. DECORATIVE GLASS2. WHERE HORIZONTAL RAIL IS INSTALLED.R308.4.5 GLAZING IN WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOL, SAUNAS, STEM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTSIDE POOLS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE THE STANDING OR WALKING SURFACER308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS.GLAZING WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF THE STAIRWAY, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS.-EXCEPTIONS1. WHERE RAILING IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34" TO 38" ABOVE WALKING SURFACE.SECTION R310. EMERGENCY ESCAPE AND RESCUE OPENING. BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING.-EXCEPTION. STORM SHELTERS ANDS BASEMENT USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET.R310.2.1 MINIMUM OPENING AREA: EMERGENCY AND ESCAPE OPENING SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR AREA DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY NORMAL OPERATION FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL NOT BE LESS THAN 24" AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20"R310.2.2 WINDOW SILL HEIGHT. WHERE THE WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THEN 44" ABOVE THE FLOORR310.2.3 WINDOW WELLS: THE HORIZONTAL AREA OF THE WINDOW WELL SHALL NOT BE LESS THAN 9 SQ. FT., WITH THE HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36" THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.-EXCEPTION1. THE LADDER OR STEPS SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6".R310.2.3.1 WINDOW WELLS WITH A VERTICAL STEP GREATER THAN 44" SHALL BE EQUIPPED WITH A PERMANENT LADDER NOT LESS THAN 12" WIDESECTION 311R311.7.1 STAIRWAYS. STAIRWAY ARE TO BE NOT LESS THAN 36" WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. HANDRAILS SHOULD PROJECT MORE THAN 4 1/2" ON EITHER SIDE OF THE STAIRWAY.R311.7.5 HEADROOM. THE HEADROOM IN THE STAIRWAY SHALL BE NOT LESS THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDINGR311.7.3 VERTICAL RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"R311.7.5 THE MAXIMUM RISER IS 7 3/4" WITH A MINIMUM RUN OF 10".R311.7.8 HANDRAILS SHALL BE ON NOT LESS THAN ONE SIDE OF EACH CONTINUES RUN OF TREADSSECTION 314 SMOKE ALARMS. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND UL 217 R314.3 LOCATION1. IN EACH SLEEPING ROOM2. OUTSIDE EACH SEPARATE SLEEPING AREA3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT AND HABITABLE ATTICS4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'-0" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN THAT LOCATION.R314.3.1 SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING AREAS1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE2. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED APPLIANCE3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6'-0" HORIZONTAL FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.SECTION R315 CARBON MONOXIDE ALARMS: SHALL COMPLY WITH UL 2034. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND UL 217R315.2.1 CARBON MONOXIDE SHALL BE PROVIDED IN DWELLING UNITS WHERE EITHER OR BOTH OF THE FOLLOWING CONDITION EXIST:1. CONTAINS A FUEL-FIRED APPLIANCE2. ATTACHED GARAGE WITH AN OPENING THAT COMMUNICATES WITH THE DWELLINGSECTION 317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY.R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE PROVIDING IN THE FOLLOWING LOCATIONS BY USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE.1. WOOD JOIST OR BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12" TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION.2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED GROUND.3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER.4. THE ENDS OF A WOOD GIRDER ENTERING CONCRETE WALLS HAVING CLEARANCE OF LESS THAN 1/2" ON TOPS, SIDES AND ENDS.5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND OR LESS THAN 2" MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER.6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE SLABS.7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN WALL AND THE FURRING STRIP.R317.3.1 FASTENERS OF PRESERVATIVE-TREATED WOOD. FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS.SECTION 401.4 SOIL TEST: WHERE QUANTIFIABLE DATA CREATED BY ACCEPTABLE SOIL SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE BUILDING OFFICIAL SHALL DETERMINE WHETHER A SOIL TEST IS REQUIRED. TABLE R401.4.1CLASS OF MATERIAL LOAD BEARING PRESSURESAND, SILTY SAND, CLAYEY SAND, 2,000 POUNDS PER SQ FTSILTY GRAVEL AND CLAYEY GRAVELCLAYEY, SANDY, SLIGHTY CLAY, CLAYEY SILT, 1,500 POUNDS PER SQ FTSILT, AND SANDY SILT CLAYTHIS DESIGN IS BASED ON 2,000 POUNDS PER SQ FT, UNLESS NOTED OTHERWISE. IT IS THE BUILDER OR HOMEOWNER RESPONSIBLE TO LET PLUM DESIGN SERVICE KNOW IF THE CONDITION IN THE FIELD ARE DIFFERENT.R402.2 CONCRETE: FROM TABLE R402.2-FOUNDATION CONCRETE WALLS SHALL HAVE A MIN. STRENGTH OF 3000 PSI-GARAGE FLOOR SLABS SHALL BE 3,500 PSI -PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER SHALL BE 3,500 psi AT 28 DAYS-BASEMENT SLABS 2,500 PSI (CONCRETE SHALL BE AIR ENTRAINED WITH 5%-7% TOTAL AIR CONTENT).R403 ALL FOOTING SHALL BE PLACED ON UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL. MINIMUM FOOTING TO BE 16" WIDE X 8"DEEP FOR A 2 STORY BUILDING AND 20" WIDE X 8" DEEP FOR A 3 STORY BUILDING (TABLE 403.1) BOTH WITH 2 CONTINUOUS HORIZONTAL #4 REBAR.R403.1.6 ALL ANCHOR BOLTS SHALL BE APPROVED 1/2" IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7" INTO CONCRETE. USE TWO BOLTSPER SILL PLATE WITH BOLTS SPACED AT A MAXIMUM OF 6 FEET ON CENTER WITH A MINIMUM OF ONE BOLT NOT MORE THAN 12 INCHES FROM THE END BUT AT LEAST 3 1/2 INCHES FROM END OF SILL PLATE. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.- ALTERNATE FOUNDATION STRAPS MAY BE USED, SPECIFICATION TO PROVIDE EQUIVALENT ANCHOR TO A 1/2" DIAMETER ANCHOR BOLTS.R404 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN TABLE R404.1.2(3). REFER TO TYPICAL WALLSECTION IN THIS PLAN FOR SPECIFICATION.R406 FOUNDATION WATERPROOFING AND DAMPPROOFINGEXCEPT WHERE REQUIRED IN SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSED INTERIOR SPACES AND FLOORS ABOVE GRADE SHALL BE DAMPPROOFING FROM THE HIGHER OF THE TOP OF THE FOOTING, TO THE FINISHED GRADE.R408 UNDER FLOOR SPACETHE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE JOIST AND THE EARTH UNDER ANY BUILDING SHALL HAVE VENTILATION OPENING THROUGH THE FOUNDATION WALLS OR EXTERIOR WALLS. MIN. NET AREA OF VENTILATION SHALL NOT BE LESS THAN 1 SQ FT FOR EACH 150 SQ FT OF AREA UNDER THE FLOOR.R408.4 ACCESS THROUGH THE FLOOR IS REQUIRED TO BE 18" X 24"FRAMING MATERIALS GRADESA. ROOF, FLOOR, AND WALL SHEATHING: APA RATED SHEATHING. (LEAVE 1/8" SPACING AT PANEL ENDS AND EDGES)B. WALL STUDS: MINIMUM SPF STUD OR DOUGLAS FIR LARCH STUD.C. WALL PLATES: MINIMUM SPF #2 OR BETTER.D. DIMENSIONAL HEADERS: DOUGLAS FIR #2 OR BETTER.E. LVL HEADERS: 2950 Fb/2.0E MINIMUM.F. STEEL ASTM SPECIFICATION A992 GRADE-50 OR EQUAL R502.4 JOIST UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. R502.6 THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON CONCRETE. R502.8 NO CUTS, NOTCHES, AND HOLES BORED INTO TRUSSES, STRUCTURAL COMPOSITE LUMBER, GLUE-LAMINATED MEMBERS, OR I-JOIST ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S RECOMMENDATION OR DESIGN BY PROFESSIONAL. R502.11 WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ANSI/TPI-1. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS FOR WEB BRACING AND MULTI-CONNECTION OF GIRDERS. BSCI SHOULD BE REFER TO FOR HANDLING INSTALLATION AND BRACING OF METAL PLATE TRUSSES. R507.2 EXTERIOR DECKS/DECK LEDGER CONNECTION TO BAND JOIST. DECK LEDGER CONNECTION TO BAND JOIST SHALL BE IN ACCORDANCE WITH THIS SECTION TABLE R507.2 AND R507.2.1, AND FIGURES R507.2.1(1) AND R507.2.1(2)DEFLECTION CRITERIAFLOOR LIVE LOAD L/480FLOOR TOTAL LOAD L/360ROOF LIVE LOAD L/360ROOF TOTAL LOAD L/240WALL H/180ALL BEAMS SUPPORTING FLOOR OR ROOF LOADS ARETO BE DESIGNED WITH THE ABOVE DEFLECTION CRITERIAWIND DESIGNTOPOGRAPHICEFFECTSNONESPECIAL WINDREGIONNONEWIND-BORNEDEBRIS ZONENONECHAPTER 3 (BUILDING PLANNING)SECTION R802.10.2 DESIGN. WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATED WOOD TRUSS SHALL COMPLY WITH ANSI/TP1.R802.10.3 BRACING. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS AND SBCA'S BCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.R802.11.1.1 TRUSS UPLIFT. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL ASSEMBLIES BY CONNECTION CAPABLE OF RESISTING FORCES SPECIFIED ON THE TRUSS DESIGN DRAWINGS.SECTION R806 ROOF VENTILATION. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. REQUIRED VENTILATION OPENINGS SHALL BE DIRECTLY TO THE OUTSIDE AIR.R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION SHALL BE 1/300 (EXCEPTION 1 TAKEN)SECTION R807 ATTIC ACCESS. BUILDING WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREA THAT HAVE A VERTICAL HEIGHT OF 30" OR GREATER.1. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"X30" .2. SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION3. MINIMUM UNOBSTRUCTED HEAD ROOM IN THE ATTIC SPACE SHALL BE 30" MEASURED VERTICALLY FROM BOTTOM OF CEILING MEMBERCHAPTER 4 (FOUNDATIONS)CHAPTER 5 (FLOORS)CHAPTER 6 (WALL CONSTRUCTION)R602..1 SAWN LUMBERSAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY ACCREDITATION AGENCY THAT COMPLIES WITH DOC PS 20R602.3 REFER TO TABLE R602.3(1) THROUGH TABLE R602.3(4) FOR FRAMING MEMBER FASTENINGR602.6 DRILLING AND NOTCHING- REFER TO FIGURE R602.6 (1) AND R602.6 (2)-SEE DETAIL PAGE OF PLAN FOR FIGURES.R602.7 THE ALLOWABLE SPANS OF GIRDERS/HEADERS FABRICATED FROM DIMENSIONAL LUMBER ON EXTERIOR WALLS SHALL NOT EXCEED THE VALUES OF TABLE R602.7(1)R602.8 FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENING (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND ROOF SPACE.R602.10 WALL BRACING. BUILDING SHALL BE BRACE IN ACCORDANCE WITH SECTION OR R602.12 (SIMPLIED METHOD). FROM TABLE R602.10.4.USE CS-WSP BRACING METHOD WITH MIN 3/8" SHEATHING..CHAPTER 7 (WALL COVERING)R702.1 GENERAL INTERIOR COVERING OR WALL FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. INTERIOR MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R703.7.1 FOR SUPPORT AND SECTION R703.7.4 FOR ANCHORAGE. INTERIOR FINISHES AND MATERIAL SHALL CONFORM TO THE FLAME SPREAD AND SMOKE DEVELOPMENT REQUIREMENTS OF SECTION R302.9R703.1 GENERAL: EXTERIOR WALL SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4R303.1.1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED IN SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY.R703.1.2 WIND RESISTANCE. WALL COVERINGS, BACKING MATERIALS AND THEIR ATTACHMENT SHALL BE CAPABLE OF RESISTING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AND R301.2(3).R703.2 WATER-RESISTIVE BARRIER. APPROVED WATER-RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH UPPER LAPPED OVER THE LOWER NOT LESS THAN 2" INCHES. WHERE JOINT OCCUR, LAPPED NOT LESS THAN 6".R703.3 NOMINAL THICKNESS AND ATTACHMENTS. THE MINIMUM THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH TABLE R703.3(1) AND THE WALL COVERING MATERIAL MANUFACTURER'S INSTALLATION REQUIREMENTS.R703.4 FLASHING. APPROVED CORROSION-RESIANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.1. EXTERIOR WINDOWS AND DOORS OPENINGS. (SEE MANUFACTURE OF PRODUCT FOR INSTALLATION DETAILS)2. AT INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS.3. UNDER AND AT ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION6. AT WALL AND ROOF INTERSECTIONCHAPTER 8 (ROOF-CEILING)CHAPTER 9 (ROOF ASSEMBLIES)SECTION 903R903.1 GENERAL. ROOF DECKS SHALL BE COVERED WITH THE APPROVED ROOF COVERING SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISION OF THIS CHAPTER. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURE'S INSTRUCTIONS.R903.2 FLASHING. FLASHING SHALL BE INSTALLED IN MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPING, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE.R903.2.1 LOCATION. FLASHING SHALL BE I INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF OR DIRECTION AND AROUND ROOF OPENINGS.SECTION 905R905.1 ROOF COVERING APPLICATION. ROOF COVERING SHALL BE APPLIED IN ACCORDANCE WITH THE WITH THE APPLICABLE PROVISIONS OF THIS SECTION AND THE MANUFACTURE'S INSTALLATION INSTRUCTIONS.R905.1.1 UNDERLAYMENT. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY, AND CONCRETE TILE, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND METAL ROOF PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS LISTED IN THIS CHAPTER. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WITH ASTM D 226, D 1970, D 4869 AND D 6757SHALL BEAR A LABEL INDICATING COMPLIANCE. UNDERLAYMENT SHALL BE ATTACHED IN ACCORDANCE WITH TABLE R905.1.1(3)R905.1.2 ICE BARRIERS. IF AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG EAVES CAUSING BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED. THE ICE BARRIER SHALL CONSIST OF TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND NOT LESS THAN 24" INSIDE THE EXTERIOR WALL. ON ROOFS OVER 8/12, THE ICE BARRIER SHALL BE APPLIED NOT LESS THAN 36".R905.2 ASPHALT SHINGLES, THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION AND MANUFACTURE'S INSTALLATION.R905.2.2 SLOPE. ASPHALT SHINGLES SHALL BE USED ON ROOF SLOPES OF 2/12 OR GREATER. FOR SLOPES FROM 2/12 UP TO 4/12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905.1.1R905.2.8 FLASHING. FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTIONCHAPTER 10-43REFER TO THE CHAPTERS IN THE IRC 2015 FOR THE DESIGN AND REQUIREMENTS OF THESE ITEMS.CHAPTER 10 CHIMNEYS AND FIREPLACECHAPTER 11 ENERGY EFFICIENCYCHAPTER 12&13 MECHANICAL & GENERAL MECHANICAL SYSTEMS REQUIREMENTSCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCESCHAPTER 15 EXHAUST SYSTEMSCHAPTER 16 DUCT SYSTEMSCHAPTER 17 COMBUSTION AIRCHAPTER 18 CHIMNEYS AND VENTSCHAPTER 19-22 SPECIAL APPLIANCE, WATER HEATERS, HYDRONIC PIPING AND SPECIAL PIPINGCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMSCHAPTER 24 FUEL GASCHAPTER 25-33 PLUMBING RELATED ITEMSCHAPTER 35-43 ELECTRICAL RELATED ITEMSGENERAL NOTES:MISC. SYMBOLSFROST PROOF HOSE BIBFLOOR LINE ABOVESTRUCTURAL BEAM/HEADER OR GIRDER TRUSSLOAD BEARING WALLSOLID BLOCKING FROM CONCENTRATED LOADCONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.ABBREVIATIONSADJ ADJUSTABLEAWN. AWNINGBTM. BOTTOMBSMT. BASEMENTBTW. BETWEENCA CASEMENTCANT. CANTILEVERCAB. CABINETC CENTER LINECLG CEILINGC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETED DRYERDIA. DIAMETERDN DOWNDH DOUBLE HUNGDW DISHWASHERF.D. FLOOR DRAINFLR. FLOORFT. FEETFURN. FURNACEHDR. HEADERHDWD HARDWOODINSUL. INSULATIONJST. JOISTLVL LAMINATED VENEER LUMBERLIN. LINENMAX. MAXIMUMMIN. MINIMUMO/C ON CENTERO.H.D. OVERHEAD DOOROPNG. OPENINGPED. PEDESTALN.T.S. NOT TO SCALEREF REFRIGERATORREQ REQUIREDRO ROUGH OPENINGRM ROOMSH SINGLE HUNGS & R SHELF AND RODS.F. SQUARE FEETS.P. SUMP PITSTL STEELTYP. TYPICALTRANS. TRANSOMUNEX. UNEXCAVATEDVAN. VANITYW WASHERW/ WITHW.H. WATER HEATERLELECTRIC SYMBOLSRBMPCSMOKE/HEAT DETECTORLIGHT WITH E. FANEXHAUST FANCABLE OUTLETPHONE OUTLET240 VOLT RECEPTACLEDUPLEX RECEPTACLE OUTLETSINGLE RECEPTACLE OUTLETDIMMER SWITCHSINGLE POLE SWITCHGARAGE DOOR OPENERELECTRIC PANELCEILING MOUNTED LIGHTWALL MOUNTED LIGHTRECESSED LIGHTFLUORESCENT LIGHTDMBAR LIGHTW.M. MOTION DETECTOR LIGHTPULL CHAIN LIGHT3THREE WAY SWITCHPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.0Cover PagePDS 3807Classic BuildersPainted Woods Hamilton - NPGarage RightFull FoundationDRAWING LISTA.0 Cover PageA.1 ElevationsA.2 ElevationsA.3 Foundation PlanA.4 Main Floor PlanA.5 Building SectionsA.6 DetailsA.7 Wall BracingF.1 Floor Covering Main Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"4 / 12WINDOW HDR. HGT.7' - 0"1251251259' - 1 1/8"STONE CAPSTONE VENEERTOP OF STONETOP OF FOUNDATION5' - 0"HARDIETRIM 5/4 X 5 1/2"TRIM- GARAGE DOORHARDIETRIM 5/4 X 5 1/2"ON CORNERS- ALL ELEVATIONSHARDIETRIM 5/4 X 3 1/2"AROUND WINDOWS (FRONT ONLY)HARDIEPLANK 8 1/4" LAPSIDING W/ 7" REVEALHARDIETRIM 5/4 X 5 1/2"TRIM BANDBOARD4 / 124" CEDAR3' - 2"TOP OF STONEMain Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"8' - 0"1' - 2 1/8"9' - 1 1/8"Basement Plan-8' - 10 1/8"4 / 12WINDOW HDR. HGT.7' - 0"125125PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 1/4" = 1'-0"A.1ElevationsPDS 3807Classic BuildersPainted Woods Hamilton - NPGarage RightFull FoundationScale: 1/4" = 1'-0"1FRONT ELEVATIONScale: 1/4" = 1'-0"2REAR ELEVATIONESTIMATED AREA - WALL CLADDINGMATERIAL TYPEMATERIALSFMATERIAL%MATERIALELEVATIONLap Siding - 8" 1431 SF 100.0%Lap Siding - 8" 112 SF 39.7% FrontSiding - Cedar Horz 74 SF 26.5% FrontStone 95 SF 33.8% Front- SQUARE FOOTAGE OF CLADDING/SIDING IS TAKEN FROM THE EXPOSED SURFACE OF THE WALL. 1. THE AREA INCLUDES SURFACES BELOW DECORATIVE TRIM BOARDS. 2. THE AREA EXCLUDES WINDOW AND DOOR OPENINGS. Main Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"1245 / 129' - 1 1/8"1' - 2 1/8"8' - 0"7' - 0"WINDOW HDR. HGT.1245 / 12124Main Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"9' - 1 1/8"1' - 2 1/8"8' - 0"Basement Plan-8' - 10 1/8"1245 / 121241245 / 12AB5 / 124 / 12BAAB4 / 124 / 125 / 12ROOF PLAN LEGENDSYMBOL WALL HGT. PITCH OVERHANG HEEL HGT.ALL RAKE OVERHANGS ARE 12" UNLESS NOTED9'-1 1/8" 5/121'-4" 8 5/16"BA 9'-1 1/8" 4/12 1'-4" 7"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.2ElevationsPDS 3807Classic BuildersPainted Woods Hamilton - NPGarage RightFull FoundationScale: 3/16" = 1'-0"1LEFT ELEVATIONScale: 3/16" = 1'-0"2RIGHT ELEVATIONScale: 3/16" = 1'-0"3ROOF PLANESTIMATED ROOF SF2358 SF- SQUARE FOOTAGE OF ROOF IS TAKEN FROM THE EXPOSED SURFACE OF THE ROOF. 1. THE AREA EXCLUDES SHEATHED SURFACES BELOW VALLEY. 2. NO WASTE FACTOR HAS BEEN INCLUDED UP 14 RFURNWHCOSDCOCOUP 14 RS.P.FD11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/CUNEXCAVATEDUNEXC.14' - 0"4' - 4"22' - 0"4' - 8"4' - 0"13' - 4"21' - 4"2X6 BEARING WALLWALL FRAMINGABOVEWALL FRAMINGABOVEDDACD11' - 10"3 1/2"6' - 11 3/4"3 1/2"17' - 7 1/4"3 1/2"3' - 0 1/2"D2X10 SYP #2 TRD DECKJOISTS @ 16" 0/CA2' - 10"16' - 4"2' - 10"1A.516' - 5 1/4"11' - 2 1/4"5 1/2"5' - 0"3 1/2"12' - 7 1/2"22' - 0"28' - 8"6' - 2"3 1/2"3' - 10"5 1/2"17' - 11"6' - 2"3 1/2"3' - 10"5 1/2"17' - 11"BTHRM.7'-9 1/2"TILE FLR11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11' - 10"3 1/2"2' - 1"3 1/2"25' - 10"BDRM. 47'-9 1/2" CLGCARPETFAMILY RM.7'-9 1/2" CLGCARPETBSTORAGE7'-9 1/2" CLGCONC.CANTILEVER ABOVE(2) 9 1/2'' DROPPED LVLC33' - 4"7' - 0"9' - 6"9' - 6"2A.5TO NOSING(2) 11 7/8'' FLUSH LVL(1) 11 7/8'' FLUSH LVL3A.5D123' - 0"2'-8" x 5'-0"TUB SHOWERD165' - 0"D102' - 6"19' - 1 1/4"3 1/2"10' - 11 3/4"9' - 11 1/2"(3) 2X10 DF #2(1) 11 7/8" LVL FLUSHB.P.B.P.18'' DIA. CONC. FOOTING TO BELOW FROSTBasement EgressDROP CONCRETE FOR GARAGE DOOROPTIONAL WET BAR BAR FRIDGESINK W/ STEM GLASS HOLDER ABOVE4' - 8"46' - 0"50' - 8"CLOSETFLUSH HDR.D123' - 0"HDR.3-6 VANITY(1) 11 7/8" LVL FLUSH(3) 2X10 SYP. #2 TRD.6' - 9 1/2"5' - 10"Basement EgressC40' - 4"1' - 6"10' - 6"12' - 0"1' - 6"9' - 0"1' - 6"12' - 0"50' - 8"8' - 5 1/2"3 1/2"9' - 2"OPTIONAL OPTIONALOPTIONAL2-6 x 6-82-6 x 6-85-0 X 6-8CLOSET40' - 4"DF18"8' - 0"8"4' - 0"4' - 0"1 1/2"8"4' - 0"7' - 9 1/2"BELOW FROSTBELOW FROSTTOP OF FOUND.DROP CONCRETE WALLFOR GARAGE DOORVERIFY CONCRETE WALLHEIGHT IN FIELD PER SITEABDFGGARAGE SLABBELOW FROSTC8"8' - 0"EGARAGE SLABTOP OF FOUND.1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"8"4' - 0"740 SFBasement-OptionalFinished725 SFBasement-UnfinishedPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.3Foundation PlanPDS 3807Classic BuildersPainted Woods Hamilton - NPGarage RightFull FoundationWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2 SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660 SH 3' - 0" 5' - 0" 7' - 0" Meets EgressC 2 Basement Egress 4' - 0" 4' - 0" 7' - 0" Meets Egress-SuppliedFrom Concrete CompanyScale: 3/8" = 1'-0"1FOUNDATION SECTIONSDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 3' - 2 1/2" 6' - 11 1/4" Entry DoorD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 8-0 Colonial - Prairie 1 16' - 3" 8' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 4 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD19 2 5-0 X 6-8 5' - 1 1/2" 6' - 10" Bi Fold DoorD26 2 2-4 x 6-8 4' - 9" 7' - 1" Pocket Door - Verify ROCONCRETE SCHEDULE (4" CONCRETE)LOCATIONSQUAREFEETAREACUBICYARDSFloor: Front Porch 17 SF 0.2 CYFloor: Basement Slab 1356 SF 16.7 CYFloor: Garage Slab 456 SF 5.6 CYAREA SCHEDULENAME SQ FTBasement-Optional Finished 740 SFMain Floor 1473 SF2214 SFBasement-Unfinished 725 SFGarage 467 SFPorch 17 SF1210 SFGrand total: 5 3424 SFGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDFOOTING SCHEDULEMARK DIMENSIONS REINFORCEMENT NOTESF1 36" x 36" x 12" #4's @ 7" O.C. E/W (5) min. DN 14 RDN. APROX. 3 RDWDWREF.COSDSDSDCODN 14 R22" x 30"SHUTTLE OPENINGFAMILY RM.STEP CLG.CARPETMSTR. BDRM.STEP CLG.CARPETBTHRM.9'-1 1/8"TILE FLRLNDRY.9'-1 1/8"TILE FLRENTRY9'-1 1/8"TILE FLR.3' - 9 1/2"9' - 7"4' - 0"4' - 8"3 1/2"3' - 7"3 1/2"8' - 11 1/2"11' - 1 1/2"3 1/2"2' - 1"3 1/2"4' - 8 1/2"3 1/2"11' - 1 1/2"5 1/2"9' - 11 1/2"GARAGE4" CONCRETE SLAB SLOPING TOWARDS DOORSD102' - 6"D13' - 0"ROOF TRUSSES@ 24" O/C16' - 0"D4D92' - 4"D112' - 8"1A.5A(2) 14" LVL HDR2' - 4 1/2"19' - 0"DIRECT VENT F.P.(TYP.)2' - 4"D82' - 0"CLO.18' - 1"4' - 1 1/2"3 1/2"6' - 1 1/2"22' - 0 1/2"28' - 7 1/2"1' - 0"14' - 0"4' - 4"22' - 0"OPEN RAILING11' - 0"11' - 0"2A.5TO NOSING3A.54 1/2" BRG. REQUIRED FOR BEAM14' - 3"3 1/2"4' - 0"3 1/2"3' - 0 1/2"5 1/2"5' - 10"5 1/2"D262' - 4"7 1/2"ROOF TRUSSES@ 24" O/CB17' - 10"5' - 4"17' - 2"1' - 10"8' - 8"6' - 8"14' - 3"3 1/2"7' - 4"5 1/2"5' - 10"5 1/2"(2) 2X10 DF #23660 SH3660-2 SHW.I.C.9'-1 1/8"CARPET22' - 0 1/2"2X6 WALL4-0 X 3-0SHOWERD262' - 4"2X6 WALLD22' - 8"LOCKERS2' - 2"2' - 2"2-8 X 5-0TUB/ SHOWERABKFST RM.9'-1 1/8" CLG.HWLKITCHEN9'-1 1/8" CLG.HWLBDRM. 39'-1 1/8" CLG.CARPETBDRM. 29'-1 1/8" CLG.CARPETBTHRM.9'-1 1/8"TILE FLRCLOSETCLOSET11' - 0"3 1/2"5' - 0"3 1/2"10' - 9"3 1/2"18' - 4 1/2"11' - 1 1/2"3 1/2"2' - 7"5' - 4 1/2"5' - 4 1/2"7' - 0"7' - 0"D102' - 6"D102' - 6"D92' - 4"D195' - 0"ADECKROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CD195' - 0"18' - 4 1/2"3 1/2"6' - 5 1/2"3 1/2"4' - 0"3 1/2"5' - 0"3 1/2"7' - 0"(1) 3 1/2" X 9 1/2" LSL / 2JS1' - 0"6"1' - 0"D36' - 0"4' - 0"24' PANTRYSTOVE4' - 8"46' - 0"1' - 0"6' - 0"10' - 0"1' - 10"FLUSH COUNTER3660-2 SH3660-2 SH12'-0'' X 12'-0''42" VAN.3' - 2 1/2"3 1/2"7' - 6"4' - 0"7' - 0"4' - 0"3' - 4"STEPS40' - 4"5' - 9"10' - 4 1/2"9' - 9 1/2"3 1/2"3' - 5"3 1/2"4' - 8 1/2"5 1/2"3660 SHB2X4 WALL40' - 4"(1) 3 1/2" X 9 1/2" LSL / 2JS(1) 3 1/2" X 9 1/2" LSL / 2JS60" VAN.9'-1 1/8"9'-9 1/8"+ 8"END PANEL51' - 8"51' - 8"*VERIFY FINAL DESIGN WITH BUILDER*VERIFY FINAL DESIGN WITH BUILDER24'' LIN. CAB.9'-1 1/8"10'-1 1/8"+ 12"8' - 9"2' - 4"2' - 4"11' - 8 1/2"ROOF TRUSSES@ 24" O/CROOF GIRDERROOF TRUSSES@ 24" O/CROOF GIRDER1473 SFMain Floor467 SFGarage17 SFPorchPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.4Main Floor PlanPDS 3807Classic BuildersPainted Woods Hamilton - NPGarage RightFull FoundationWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2 SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660 SH 3' - 0" 5' - 0" 7' - 0" Meets EgressC 2 Basement Egress 4' - 0" 4' - 0" 7' - 0" Meets Egress-SuppliedFrom Concrete CompanyDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 3' - 2 1/2" 6' - 11 1/4" Entry DoorD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 8-0 Colonial - Prairie 1 16' - 3" 8' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 4 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD19 2 5-0 X 6-8 5' - 1 1/2" 6' - 10" Bi Fold DoorD26 2 2-4 x 6-8 4' - 9" 7' - 1" Pocket Door - Verify ROAREA SCHEDULENAME SQ FTBasement-Optional Finished 740 SFMain Floor 1473 SF2214 SFBasement-Unfinished 725 SFGarage 467 SFPorch 17 SF1210 SFGrand total: 5 3424 SFGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARD 9' - 1 1/8"1' - 0 5/8"8' - 1 1/2"8"9' - 3 1/2"10' - 11 3/4"TO NOSING11' - 1 1/2"3 1/2"2' - 1"3 1/2"5' - 9"10' - 4 1/2"5 1/2"9' - 11 1/2"TO NOSING7 9/16" RISERUN.10"1" NOSING19' - 1 1/4"3 1/2"20' - 11 1/4"MIN. HEAD HGT.6' - 8"Main Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"9' - 1 1/8"1' - 2 1/8"8' - 0"2' - 10"11' - 8 1/2"27' - 5 1/2"42' - 0"4' - 0"125HEEL7"7" HEEL HGT.9' - 1 1/8"1' - 0"Main Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"9' - 1 1/8"1' - 2 1/8"8' - 0"2' - 4"9' - 1"2' - 10"1258"9' - 1 1/8"7' - 0"WINDOW HDR. HGT.HEEL7"1/2" OSB W/ 30# ROOFING PAPER & ASPHALT SHINGLESSOFFIT FRAMING MATERIAL AS REQ.2X6 SUB FASCIALAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-13 INSULATIONMOISTURE BARRIER ALL EXT. WALLSTRUSS ROOF BYMANUF. @ 24" O.C.1/2" GYP. BOARD2X4 BOTTOM PLATE2X6 TREATED SILL PLATE W/ SEALERAND 1/2" ANCHOR BOLTS @ 72" O.C. MAX.EMBEDDED 7". USE 2 BOLTS PER SILL PLATEW/ BOLTS PLACED AT 12" FROM EACH END OFSILL PIECE. FOUNDATION ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENTANCHORAGE TO 1/2" DIA. ANCHOR BOLTS MAY BE USED.PROVIDE ADEQUATE WATERPROOFING8" POURED CONCRETE FOUNDATION WALLVERTICAL STEEL: #6 @ 48" O.C. ON 8'-0"#4 @ 20" O.C ON 9'-0" & 10'-0" TALL WALLSREFER TO IRC 2006 TABLE R404.1.(5). HORIZ. STEEL: #4 @ 1'-6", 4'-0", AND 6'-6" OFF FOOTING (SPLICING AS NECESSARY, MIN 12" OVERLAP). 9'-0" & 10'-0": (4) #4 BARS SPACED EQUALLYTYPICAL 16" X 8" CONC. FTG.W/ 2 #4 HORZ. RODS CONTINUOUSSPLICING AS NECESSARY ONUNDISTURBED SOIL OR EQUAL4" CONC. FLOOR SLAB3/4" T&G SUB FLOOR (GLUED AND NAILED/SCREW)(2) 2X4 TOP PLATES5/8" GYP. BOARDFLOOR SYSTEM PER MANUF.8' - 0"9' - 1 1/8"4" DRAIN TILE IN PEA GRAVEL BED RUN TO PUMPGUTTER APRONGUTTER PER MANF.INSULATION AT EXTERIOR WALLSMIN.0' - 6"GRADEPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.5BuildingSectionsPDS 3807Classic BuildersPainted Woods Hamilton - NPGarage RightFull FoundationScale: 3/8" = 1'-0"1STAIR SECTIONScale: 1/4" = 1'-0"2FAMILY ROOMScale: 1/4" = 1'-0"3MASTER BEDROOMScale: 1/2" = 1'-0"4TYP. WALL DETAIL 2' - 6"22" X 30" MINIMUM CLEARANCE REFER TO IRC 807.1MINIMUM CLEARANCE IS MEASURED FROM THE TOP OF THE BOTTOM CHORD TO BOTTOM OF THE TOP CHORD1' - 10 1/2"1' - 0"MINIMUM.BETWEEN TRUSSESROOF TRUSS PER MANUFACTUREGYPSUM BOARDINSULATION1/2" OSB1/2" GYPSUM BOARD2X4 FRAMINGSIDE VIEW END VIEWEXTERIOR SHEATHINGWATER-RESISTIVE BARRIER-PLACE OVER FLASHING SELF-ADHERED BITUMINOUS MEMBRANE- MIN. 6" ABOVE LEDGER BOARD TO TOP OF FOUNDATION WALL.CONTINUOUS FLASHING ON TOP OF LEDGER BOARD/JOISTAT LEAST 3" PAST HANGER2X LEDGER BOARD-MIN. SAME SIZE AS DECK JOIST AND NO GREATER THAN BAND JOISTJOIST HANGER1/2" DIA. LAG SCREW WITH WASHER OR THROUGH BOLTS WITH WASHER, PLACED A MIN. OF 2" FROM TOP AND BOTTOM EDGES. DESIGN OF SPACING IS BY OTHERS.DECK JOISTFOUNDATION WALLEXTERIOR SIDINGBAND JOIST.- MIN. 1 1/8" THICKFLOOR JOIST-SEE PLANTABLE R507.2DECK LEDGER CONNECTION TO BAND JOIST/SIMPSON STRONG TIE SDWS SCREWSLOADING: DECK LIVE LOAD 40 PSF/ DECK DEAD LOAD 10 PSF1/2" LAG SCREWSSIMPSON SDS22400DBSIMPSON SDS22400DBCONNECTION DETAILMAXIMUM DECK JOIST SPANUP TO 6'-0" UP TO 8'-0" UP TO 10'-0" UP TO 12'-0" UP TO 14'-0" UP TO 16'-0" UP TO 18'-0MAXIMUM ON CENTER SPACING OF FASTENERS (STAGGER IN 2 ROWS)LEDGER BOARD SIZE2X SYP1 1/8 OSB RIM/1 1/4" LSL RIM2X SYP30 23 18 15 11 1016 12 1076 522 16 13 11981387MIN EDGE DISTANCEMIN END DISTANCE1 7/16"6"1 7/16"6"2" 2"TOP PLATESBORED HOLE MAX. DIAMETER 40 PERCENT OF STUD DEPTH ON EXTERIOR WALLS AND INTERIOR BEARING WALLS.(60 PERCENT ON INTERIOR NON BEARING WALLS)5/8 INCH MINIMUM TO EDGESTUDNOTCH MUST NOT EXCEED 25 PERCENT OF STUD LENGTH ON EXTERIOR WALLSAND INTERIOR BEARING WALLS. (40 PERCENT OF STUD DEPTH ON INTERIOR NON BEARING WALLS)BORED HOLES SHALL NOT BE LOCATEDIN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD. (ALL WALLS)IF HOLE IS BETWEEN 40 PERCENT AND 60 PERCENTOF STUD DEPTH, THAN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLE AND SO BORED. (EXTERIOR WALLS AND INTERIOR LOAD BEARING ONLY)5/8 INCH MINIMUM TO EDGEFIGURE R602.6(1) AND R602.6(2) IRC 2015FIGURE R602.6.116 GAGE AND 1.5 INCH WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE NOTCH WITH 8-16D NAILS EACH SIDE. EXTERIOR OR INTERIOR BEARING WALLS ONLY. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING.PIPE OR DUCTWORKNOTCH GREATER THAN 50PERCENT OF THE PLATE WIDTH1' - 0"OR LESSDRIP EDGECONTINUOUS 2X6 MATERIALWITH SOLID BLOCKING @ 24" O.C.SOFFIT MATERIAL5/4" X2" SIDING TRIM ORSEE ELEVATION5/4"X8" RAKE BOARDEXTERIOR LAP SIDINGEXTERIOR SHEATHINGGABLE END TRUSSROOF SHEATHINGGABLE END BRACING(DESIGNED BY OTHERS)2X BLOCKINGROOF TRUSS2' - 0"MAX.INTERIOR FRAMING PARTITION2X4 FLAT BLOCKINGINSULATION2X4/2X6 EXTERIORWALL FRAMINGDOUBLE 2X4/2X6TOP PLATESINGLE 2X4/2X6 BOTTOM PLATE2X4 FLAT BLOCKING2X4/2X6 EXTERIOR WALL2X6 WALL STUDS@ 16" O/C2X6 END WALL STUD2X4 BACKER BOARD FOR SIDING CORNER BOARD2X6 DRYWALL BACKING STUDINTERIOREXTERIOR2X62X62X62X4SIDING CORNERBORDCORNERBOARD NAILEREXTERIOR SHEATHING2'-0" MIN.OPERABLE WINDOWOPERABLE WINDOWTOP OFFINISHED FLOOR(EXAMPLE: TILE, HARDWOOD, CARPET, ETC.)LOWEST POINT OF CLEAR WINDOW OPENINGGRADER312.2 APPLIES TO WINDOWGREATER THAN 6'-0"LESS THAN 6'-0"EXCEPTION:IF WINDOW WELL EXIST BELOW WINDOW, HEIGHT IS TAKEN FROM BOTTOM OF WINDOW WELLR312.2.1 WINDOW SILLSIn dwelling units, where the top of sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operablewindow shall comply with on of the following:1. Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position.2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 20903. Operable windows that are provided with opening control devices that comply with Section R312.2.2R312.2.2 Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of thewindow unit to less than the area required by Section R310.2.1NO MINIMUM REQUIREMENTSSECTION 310 -IRC 2015EGRESS WINDOW REQUIREMENT44" MAXIMUM SILL HEIGHTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(2)2X6 TOP PLATES 1/2" GYP BOARDROUGH OPENINGWINDOW FRAMEWINDOW FRAMEROUGH OPENINGWINDOW HEADJAMBWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION AND FLASHING(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CJAMBEXTERIOR TRIM PER ELEVATIONSWINDOW DETAILSWILL VARY WITHMANUFACTURERINTERIOR TRIMINTERIOR TRIMTYPICAL HDR:1-KS (KING STUD)1-JS (JACK STUD)SEE FLOOR PLAN FOR CHANGESKJKJSEE WINDOW SCHEDULET.O. ROUGH OPENINGWINDOW HDR. HGTTRUSS HEEL5/8" CLG. GYP BOARDCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGCAULKING/SEALANT WITH BACKER RODFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGFLOOR SYSTEM(2)2X6 TOP PLATES 1/2" GYP BOARD1/2" EXT. SHEATHING5/8" CLG. GYP BOARD3/4" SUB FLOORWINDOW FRAMEROUGH OPENINGWINDOW HEADWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CREFER TO PLANRIM BOARD(1)2X6 SILL PLATEBATT INSULATIONBATT INSULATIONEXTERIOR TRIM PER ELEVATIONSSIDING MATERIAL-SEE BUILDERINTERIOR TRIMINTERIOR TRIMT.O. ROUGH OPENINGWINDOW HDR. HGTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(1)2X6 SILL PLATE PAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHINGCAULKING/SEALANT WITH BACKER RODCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE SILLDRAIN AWAY FROM WINDOWRAINSCREEN MAT(RECOMMENDED)**SEE STONE MANUFACTURE FOR INSTALL DETAILSFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIEROVER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE VENEER CAPRAINSCREEN MAT(RECOMMENDED)DRIP CAPSTONE VENEERBEAM- SEE PLAN6X6 POSTMIN.2 1/2"(2) 1/2" DIAMETERTHROUGH BOLTS WITH WASHERSAPPROVED POST CAPNOTCH BEAM SUPPORT METHOD FOR 2-PLY MEMBERSALTERNATE SUPPORT METHOD FOR 3-PLY MEMBERSAPPROVED POST BASECONCRETE FOOTINGHURRICANE TIEDECK BOARDSINVERTED FLANGE HANGERDECK BEAMDECK JOIST6X6 POST CONTINUOUS TO ROOF BEAMALTERNATE SUPPORT CONNECTION FOR COVERED DECKSLOPE AWAY FROM POST AT 1/12SEE PLANMIN. 42" BELOW GRADE1/2" OSB/GYP BOARD BEHIND ALL EXTERIOR TUBFROM FLOOR TO UNDERSIDE OFTUB SURROUND FOR BLOWN INSULATION.DRYWALL ONLY ABOVE TUB UNIT. TUB / SHOWER UNIT PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.6DetailsPDS 3807Classic BuildersPainted Woods Hamilton - NPGarage RightFull FoundationScale: 3/8" = 1'-0"4ATTIC ACCESS OPENING1Scale: 1" = 1'-0"2DECK LEDGER CONNECTION2Scale: 3/8" = 1'-0"7NOTCHING AND BORING HOLELIMITATIONS1Scale: 3/4" = 1'-0"10RAKE OVERHANG-WOOD1Scale: 3/4" = 1'-0"6EXTERIOR WALL LADDERScale: 3/4" = 1'-0"1TYPICAL EXTERIORWALL CORNERSScale: 3/8" = 1'-0"52015 IRC R612 WINDOW FALLPROTECTIONScale: 1" = 1'-0"13TYPICAL EXTERIOR HEADERScale: 3/4" = 1'-0"3DECK-POST CONNECTION1Scale: 1/2" = 1'-0"9Bath Tub-OSB Insulation1 --FASTENER SCHEDULE FOR INTERIOR BRACED WALL LINES (BWL) - NOTED ON PLANMETHOD GB - BOTH SIDES GYP - 7" EDGES (INCLUDING TOP & BOTTOM PLATES) & 7" FIELDMETHOD WSP - 1 SIDE OSB/PLYWOOD - 6" EDGES & 12" FIELD, 1 SIDE GYPEXTERIOREXTERIORINTERIORINTERIORCS-PF1CS-WSPCS-PF1CS-PF2CS-WSPCS-PF2SINGLE PORTALDOUBLE PORTALSINGLE PORTALDOUBLE PORTAL--NOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANPFH1PFH2PFH1SINGLE PORTALDOUBLE PORTALNOTED ON PLANNOTED ON PLANNOTED ON PLANMIN 7/16" OSB SHEATHING-SEE APA DETAILS2X4 GARAGE DOOR TRACK BLOCKING2x6 JAMBWOOD OR ALUMINUM WRAPFINISH-SEE BUILDERMIN. (2) 2X JACK STUDSROUGH OPENING- SEE DOOR SCHEDULEPER BRACING METHODSEE MIN WIDTH FORMIN LENGTH FOR CONTINUOUS SHEATHING - PORTFAL FRAME (CS-PF)PER TABLE R602.10.5(HEIGHT TAKEN FROM TOP OF FOUNDATION WALL TO TOP PLATES OF GARAGE WALL)8'-0" WALL = 16"9'-0" WALL = 18"10'-0" WALL = 20"11'-0" WALL = 22"12'-0" WALL = 24"MIN. 2'-0" OSB RETURN ON THE CORNER OR HOLD DOWN. SEE DETAIL 1/FIGURE 602.10.7 (2) 1/2" CONCRETE ANCHOR BOLTS MIN 7" EMBEDMENT W/ 2"X2"X3/16" WASHERMIN. 1/2" GYP ON INTERIOR WALLSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.7Wall BracingPDS 3807Classic BuildersPainted Woods Hamilton - NPGarage RightFull FoundationScale: 1/4" = 1'-0"2BRACED WALL PANELCONNECTIONScale: 1/4" = 1'-0"1CS-END CONDITIONSScale: 1/4" = 1'-0"4BRACING METHOD CS-PFScale: 1/4" = 1'-0"3BRACING METHOD PFHScale: 1" = 1'-0"5GARAGE DOOR JAMB - BRACINGMETHOD CS-PFScale: 1/4" = 1'-0"6BRACING METHOD CS-WSP DN 14 RDN. APROX. 3 RDWDWREF.UP 14 RFURNWH187 SF196 SF170 SF40 SF56 SF59 SF33 SF108 SF63 SF139 SF136 SF29 SF40 SFHALLWAY 1FAMILY RM.MSTR. BDRM.BTHRM.W.I.C.ENTRYHALLWAY 2LNDRY.BKFST RM.KITCHENBDRM. 3BTHRM.BDRM. 245 SFOPTIONAL WET BAR144 SF36 SF413 SF22 SFSTAIR LANDINGFINISH AREA AT BOTTOM OF STAIRS.INCLUDED IN STANDARD PACKAGE.BDRM. 4BTHRM.STORAGESTORAGEFAMILY RM.OPTIONAL OPTIONAL OPTIONAL PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 3/16" = 1'-0"F.1Floor CoveringPDS 3807Classic BuildersPainted Woods Hamilton - NPGarage RightFull FoundationScale: 3/16" = 1'-0"1Main FloorScale: 3/16" = 1'-0"2Basement Plan NOT FOR CONSTRUCTIONTHESE ARE PLANS ARE CONCEPTIONAL PLANS AND HAVE NOT BEEN APPROVED AS A BID SET OR FOR CONSTRUCTIONA. ALL CONSTRUCTION AND MATERIALS SHALL MEET OR EXCEED IRC 2015. LOCAL BUILDING CODES MAY HAVE DIFFERENT SPECIFICATIONS AND REQUIREMENTS THAN WHAT IS LISTED IN THE IRC 2015, THESE LOCAL REQUIREMENTS WILL SUPERSEDE THE IRC 2015. SEE THE LOCAL BUILDING DEPARTMENT FOR CHANGES.B. CONTRACTOR TO CONFIRM THE SIZES, SPACING AND SPECIES OF LUMBER OF ALL STRUCTURAL AND FRAMING MEMBERS. ANY STRUCTURAL AND FRAMING MEMBERS NOT INDICATED ARE TO BE SIZED BY OWNER/CONTRACTOR.C. THE OWNER/CONTRACTOR IS RESPONSIBLE FOR PREVENTIVE MEASURE OF THE BUILD UP OF MOISTURE OR MOLDD. ALL PRODUCTS ARE TO BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATIONS.E. ALL MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS ARE TO BE DESIGNED BY OTHERS.F. ALL EXTERIOR STAIRS ARE SHOWN FOR CONCEPT, FINAL DESIGN DETERMINE ON SITE FOR FINAL GRADE.G. THE FOLLOWING CODE INFORMATIONS IS INTENDED TO ASSIST AND INFORM YOU THROUGH CONSTRUCTION. THIS PROJECT HAS BEEN DRAWN TO PRESCIBE TO INDUSTRY STANDARDS.A. BUILDING AND STRUCTURES, AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS, AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE (R301.1)B. TABLE 301.2(1) IRC 2015. VALUES BASED FROM THE CITY OF DES MOINES, IOWA.GROUNDSNOWLOADSPEED(mph)SEISMICDESIGNCATEGORYSUBJECT TO DAMAGE FROMWEATHERINGFROST LINEDEPTHTERMITEWINTERDESIGN TEMP.ICE BARRIERUNDERLAYMENTREQUIREDFLOODHAZARDSAIRFREEZINGINDEXMEANANNUALTEMP30 PSF115ASEVERE42"MODERATE-HEAVY-0 FMARCH1984183348.6 FYESC. MINIMUM LIVE LOADS. (R301.5) IRC 2015UNHABITABLE ATTIC WITH LIMITED STORAGE 20 PSFUNHABITABLE ATTIC WITHOUT STORAGE 10 PSFHABITABLE ATTIC AND SERVED WITH FIXED STAIRS 30 PSFDECKS AND EXTERIOR BALCONIES 40 PSFGUARDRAIL AND HANDRAILS 200 PSFROOM OTHER THAN SLEEPING ROOMS 40 PSFSLEEPING ROOMS 30 PSFSTAIRS 40 PSFD. DEAD LOADS ADDITIONAL OR CHANGES TO MATERIAL NEEDS TO BE ADJUSTED TO THE BELOW CALCULATIONS.FLOOR-TOP CHORDROOF-TOP CHORDSCARPET AND PAD 1.5 PSF ROOFING-SHINGLES(220 LBS) 2 LAYER 4.40 PSF3/8" CERAMIC TILE/ 1/2" BACKER BD. 10 PSF 30 LBS. FELT 0.30 PSF3/4" HARDWOOD FLOOR 4.0 PSF 1/2" OSB OR COM PLYWOOD 1.65 PSFSUBFLOOR-3/4" OSB OR COM-PLYWOOD 2.0 PSF 1/2 ROOF TRUSS-2X4 1.10 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF CORRECTION FOR SLOPE (12/12) 1.55 PSFTOTAL WITH CARPET/PAD5.5 PSFTOTAL9.00 PSFTOTAL WITH TILE/BACKER BD.13.5 PSFTOTAL WITH HARDWOOD FLOOR7.5 PSFROOF-BOTTOM CHORDS1/2 ROOF TRUSS-2X4 1.10 PSFFLOOR-BOTTOM CHORD5/8" GYPBOARD 2.8 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF MINIMUM FOR MISC MECHANICAL/ELEC. 1.5 PSF5/8" GYPBOARD 2.8 PSF 16" BATT/BLOWN INSULATION 1.60 PSFMINIMUM FOR MISC MECHANICAL/ELEC. 0.7 PSFTOTAL5.0 PSFTOTAL7.00 PSFMINIMUM ROOF LIVE LOADS(R301.6)IRC 2015ROOF TRUSS LIVE LOAD(Lr) 20 PSFGROUND SNOW(Pg) 30 PSFFLAT ROOF SNOW (Pf) 24 PSFTHERMAL CONDITION Ct = 1.0TERRAIN EXPOSURE BDURATION OF LOAD-SNOW 1.15UNBALANCED AND SNOW DRIFT LOADINGACCORDING TO ASCE/SEI 7-10WIND DESIGN METHOD: MWFRS/C-C HYBRID ACSE/SEI 7-10EXPOSURE CATEGORY BDURATION OF LOAD-WIND 1.60SECTION R303: LIGHT AND VENTILATION IN HABITABLE ROOMS, PROVIDE NATURAL LIGHT AND VENTILATION WITH OPERABLE WINDOWS. WINDOW GLAZING SHALL NOT BE LESS THAN 8% OF THE FLOOR AREA OF EACH ROOM. 1/2 THE REQUIRED WINDOW AREA SHALL BE OPERABLE TO THE EXTERIOR FOR NATURAL VENTILATION. R303.3 BATHROOMS MAY HAVE AN OPERABLE WINDOW OF 3 S.F. IN AREA. - EXCEPTION:1. BATHROOM AND WATER CLOSET MAY BE VENTILATED WITH EXHAUST FANS AND ARTIFICIAL LIGHT.SECTION R304: THE MINIMUM AREA OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 70 SQ. FEET, EXCEPT KITCHEN. R304.2 THE MINIMUM LENGTH OR WIDTH OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 7'-0"SECTION R305: CEILING HEIGHT HABITABLE SPACE, HALLWAYS, AND PORTION OF THE BASEMENT CONTAINING THESE SPACES SHALLHAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILER ROOM, AND LAUNDRY ROOMS SHALL HAVE A CEILING HGT OF NOT LESS THAN 6'-8"-EXCEPTION 1. FOR ROOMS WITH SLOPED CEILING, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 5'-0" AND NOT LESS THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING OF LESS THAN 7'-0"2. THE CEILING ABOVE A BATHROOM AND TOILET ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8" ABOVE THE AREA OF NOT LESS THAN 30"X30" AT THE SHOWERHEAD.3. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOOR.R305.1.1 BASEMENT PORTION OF BASEMENT THAT DO NOT CONTAIN HABITABLE SPACE OR HALLWAYS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8"-EXCEPTION1. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOORSECTION R307.1 TOILET, BATH AND SHOWER SPACES. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE R307.1. 1. TOILET: MIN 15" FROM WALL OR TUB OR VANITY. . MIN 21" CLEARANCE IN FRONT OF TOILET2. VANITY: MIN 21" CLEARANCE IN FRONT OF VANITYSECTION R308 GLAZING. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATION DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURING'S DESIGNATION SPECIFYING WHO APPLIED DESIGNATION, DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD. R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE AND MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION.2. WHERE THE GLAZING IS ON THE WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR.-EXCEPTION1. DECORATIVE GLASS2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN DOOR AND THE GLAZING3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH4. GLAZING THAT IS ADJACENT TO A FIXED PANEL OF PATIO DOORS,R308.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS.1. THE EXPOSED AREA OF AM INDIVIDUAL PLAN IS LARGER THAN 9 SQUARE FEET2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR: AND4. ONE OR MORE WALKING SURFACE ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING-EXCEPTION1. DECORATIVE GLASS2. WHERE HORIZONTAL RAIL IS INSTALLED.R308.4.5 GLAZING IN WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOL, SAUNAS, STEM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTSIDE POOLS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE THE STANDING OR WALKING SURFACER308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS.GLAZING WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF THE STAIRWAY, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS.-EXCEPTIONS1. WHERE RAILING IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34" TO 38" ABOVE WALKING SURFACE.SECTION R310. EMERGENCY ESCAPE AND RESCUE OPENING. BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING.-EXCEPTION. STORM SHELTERS ANDS BASEMENT USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET.R310.2.1 MINIMUM OPENING AREA: EMERGENCY AND ESCAPE OPENING SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR AREA DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY NORMAL OPERATION FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL NOT BE LESS THAN 24" AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20"R310.2.2 WINDOW SILL HEIGHT. WHERE THE WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THEN 44" ABOVE THE FLOORR310.2.3 WINDOW WELLS: THE HORIZONTAL AREA OF THE WINDOW WELL SHALL NOT BE LESS THAN 9 SQ. FT., WITH THE HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36" THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.-EXCEPTION1. THE LADDER OR STEPS SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6".R310.2.3.1 WINDOW WELLS WITH A VERTICAL STEP GREATER THAN 44" SHALL BE EQUIPPED WITH A PERMANENT LADDER NOT LESS THAN 12" WIDESECTION 311R311.7.1 STAIRWAYS. STAIRWAY ARE TO BE NOT LESS THAN 36" WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. HANDRAILS SHOULD PROJECT MORE THAN 4 1/2" ON EITHER SIDE OF THE STAIRWAY.R311.7.5 HEADROOM. THE HEADROOM IN THE STAIRWAY SHALL BE NOT LESS THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDINGR311.7.3 VERTICAL RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"R311.7.5 THE MAXIMUM RISER IS 7 3/4" WITH A MINIMUM RUN OF 10".R311.7.8 HANDRAILS SHALL BE ON NOT LESS THAN ONE SIDE OF EACH CONTINUES RUN OF TREADSSECTION 314 SMOKE ALARMS. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND UL 217 R314.3 LOCATION1. IN EACH SLEEPING ROOM2. OUTSIDE EACH SEPARATE SLEEPING AREA3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT AND HABITABLE ATTICS4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'-0" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN THAT LOCATION.R314.3.1 SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING AREAS1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE2. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED APPLIANCE3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6'-0" HORIZONTAL FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.SECTION R315 CARBON MONOXIDE ALARMS: SHALL COMPLY WITH UL 2034. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND UL 217R315.2.1 CARBON MONOXIDE SHALL BE PROVIDED IN DWELLING UNITS WHERE EITHER OR BOTH OF THE FOLLOWING CONDITION EXIST:1. CONTAINS A FUEL-FIRED APPLIANCE2. ATTACHED GARAGE WITH AN OPENING THAT COMMUNICATES WITH THE DWELLINGSECTION 317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY.R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE PROVIDING IN THE FOLLOWING LOCATIONS BY USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE.1. WOOD JOIST OR BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12" TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION.2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED GROUND.3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER.4. THE ENDS OF A WOOD GIRDER ENTERING CONCRETE WALLS HAVING CLEARANCE OF LESS THAN 1/2" ON TOPS, SIDES AND ENDS.5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND OR LESS THAN 2" MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER.6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE SLABS.7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN WALL AND THE FURRING STRIP.R317.3.1 FASTENERS OF PRESERVATIVE-TREATED WOOD. FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS.SECTION 401.4 SOIL TEST: WHERE QUANTIFIABLE DATA CREATED BY ACCEPTABLE SOIL SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE BUILDING OFFICIAL SHALL DETERMINE WHETHER A SOIL TEST IS REQUIRED. TABLE R401.4.1CLASS OF MATERIAL LOAD BEARING PRESSURESAND, SILTY SAND, CLAYEY SAND, 2,000 POUNDS PER SQ FTSILTY GRAVEL AND CLAYEY GRAVELCLAYEY, SANDY, SLIGHTY CLAY, CLAYEY SILT, 1,500 POUNDS PER SQ FTSILT, AND SANDY SILT CLAYTHIS DESIGN IS BASED ON 2,000 POUNDS PER SQ FT, UNLESS NOTED OTHERWISE. IT IS THE BUILDER OR HOMEOWNER RESPONSIBLE TO LET PLUM DESIGN SERVICE KNOW IF THE CONDITION IN THE FIELD ARE DIFFERENT.R402.2 CONCRETE: FROM TABLE R402.2-FOUNDATION CONCRETE WALLS SHALL HAVE A MIN. STRENGTH OF 3000 PSI-GARAGE FLOOR SLABS SHALL BE 3,500 PSI -PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER SHALL BE 3,500 psi AT 28 DAYS-BASEMENT SLABS 2,500 PSI (CONCRETE SHALL BE AIR ENTRAINED WITH 5%-7% TOTAL AIR CONTENT).R403 ALL FOOTING SHALL BE PLACED ON UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL. MINIMUM FOOTING TO BE 16" WIDE X 8"DEEP FOR A 2 STORY BUILDING AND 20" WIDE X 8" DEEP FOR A 3 STORY BUILDING (TABLE 403.1) BOTH WITH 2 CONTINUOUS HORIZONTAL #4 REBAR.R403.1.6 ALL ANCHOR BOLTS SHALL BE APPROVED 1/2" IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7" INTO CONCRETE. USE TWO BOLTSPER SILL PLATE WITH BOLTS SPACED AT A MAXIMUM OF 6 FEET ON CENTER WITH A MINIMUM OF ONE BOLT NOT MORE THAN 12 INCHES FROM THE END BUT AT LEAST 3 1/2 INCHES FROM END OF SILL PLATE. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.- ALTERNATE FOUNDATION STRAPS MAY BE USED, SPECIFICATION TO PROVIDE EQUIVALENT ANCHOR TO A 1/2" DIAMETER ANCHOR BOLTS.R404 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN TABLE R404.1.2(3). REFER TO TYPICAL WALLSECTION IN THIS PLAN FOR SPECIFICATION.R406 FOUNDATION WATERPROOFING AND DAMPPROOFINGEXCEPT WHERE REQUIRED IN SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSED INTERIOR SPACES AND FLOORS ABOVE GRADE SHALL BE DAMPPROOFING FROM THE HIGHER OF THE TOP OF THE FOOTING, TO THE FINISHED GRADE.R408 UNDER FLOOR SPACETHE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE JOIST AND THE EARTH UNDER ANY BUILDING SHALL HAVE VENTILATION OPENING THROUGH THE FOUNDATION WALLS OR EXTERIOR WALLS. MIN. NET AREA OF VENTILATION SHALL NOT BE LESS THAN 1 SQ FT FOR EACH 150 SQ FT OF AREA UNDER THE FLOOR.R408.4 ACCESS THROUGH THE FLOOR IS REQUIRED TO BE 18" X 24"FRAMING MATERIALS GRADESA. ROOF, FLOOR, AND WALL SHEATHING: APA RATED SHEATHING. (LEAVE 1/8" SPACING AT PANEL ENDS AND EDGES)B. WALL STUDS: MINIMUM SPF STUD OR DOUGLAS FIR LARCH STUD.C. WALL PLATES: MINIMUM SPF #2 OR BETTER.D. DIMENSIONAL HEADERS: DOUGLAS FIR #2 OR BETTER.E. LVL HEADERS: 2950 Fb/2.0E MINIMUM.F. STEEL ASTM SPECIFICATION A992 GRADE-50 OR EQUAL R502.4 JOIST UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. R502.6 THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON CONCRETE. R502.8 NO CUTS, NOTCHES, AND HOLES BORED INTO TRUSSES, STRUCTURAL COMPOSITE LUMBER, GLUE-LAMINATED MEMBERS, OR I-JOIST ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S RECOMMENDATION OR DESIGN BY PROFESSIONAL. R502.11 WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ANSI/TPI-1. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS FOR WEB BRACING AND MULTI-CONNECTION OF GIRDERS. BSCI SHOULD BE REFER TO FOR HANDLING INSTALLATION AND BRACING OF METAL PLATE TRUSSES. R507.2 EXTERIOR DECKS/DECK LEDGER CONNECTION TO BAND JOIST. DECK LEDGER CONNECTION TO BAND JOIST SHALL BE IN ACCORDANCE WITH THIS SECTION TABLE R507.2 AND R507.2.1, AND FIGURES R507.2.1(1) AND R507.2.1(2)DEFLECTION CRITERIAFLOOR LIVE LOAD L/480FLOOR TOTAL LOAD L/360ROOF LIVE LOAD L/360ROOF TOTAL LOAD L/240WALL H/180ALL BEAMS SUPPORTING FLOOR OR ROOF LOADS ARETO BE DESIGNED WITH THE ABOVE DEFLECTION CRITERIAWIND DESIGNTOPOGRAPHICEFFECTSNONESPECIAL WINDREGIONNONEWIND-BORNEDEBRIS ZONENONECHAPTER 3 (BUILDING PLANNING)SECTION R802.10.2 DESIGN. WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATED WOOD TRUSS SHALL COMPLY WITH ANSI/TP1.R802.10.3 BRACING. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS AND SBCA'S BCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.R802.11.1.1 TRUSS UPLIFT. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL ASSEMBLIES BY CONNECTION CAPABLE OF RESISTING FORCES SPECIFIED ON THE TRUSS DESIGN DRAWINGS.SECTION R806 ROOF VENTILATION. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. REQUIRED VENTILATION OPENINGS SHALL BE DIRECTLY TO THE OUTSIDE AIR.R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION SHALL BE 1/300 (EXCEPTION 1 TAKEN)SECTION R807 ATTIC ACCESS. BUILDING WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREA THAT HAVE A VERTICAL HEIGHT OF 30" OR GREATER.1. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"X30" .2. SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION3. MINIMUM UNOBSTRUCTED HEAD ROOM IN THE ATTIC SPACE SHALL BE 30" MEASURED VERTICALLY FROM BOTTOM OF CEILING MEMBERCHAPTER 4 (FOUNDATIONS)CHAPTER 5 (FLOORS)CHAPTER 6 (WALL CONSTRUCTION)R602..1 SAWN LUMBERSAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY ACCREDITATION AGENCY THAT COMPLIES WITH DOC PS 20R602.3 REFER TO TABLE R602.3(1) THROUGH TABLE R602.3(4) FOR FRAMING MEMBER FASTENINGR602.6 DRILLING AND NOTCHING- REFER TO FIGURE R602.6 (1) AND R602.6 (2)-SEE DETAIL PAGE OF PLAN FOR FIGURES.R602.7 THE ALLOWABLE SPANS OF GIRDERS/HEADERS FABRICATED FROM DIMENSIONAL LUMBER ON EXTERIOR WALLS SHALL NOT EXCEED THE VALUES OF TABLE R602.7(1)R602.8 FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENING (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND ROOF SPACE.R602.10 WALL BRACING. BUILDING SHALL BE BRACE IN ACCORDANCE WITH SECTION OR R602.12 (SIMPLIED METHOD). FROM TABLE R602.10.4.USE CS-WSP BRACING METHOD WITH MIN 3/8" SHEATHING..CHAPTER 7 (WALL COVERING)R702.1 GENERAL INTERIOR COVERING OR WALL FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. INTERIOR MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R703.7.1 FOR SUPPORT AND SECTION R703.7.4 FOR ANCHORAGE. INTERIOR FINISHES AND MATERIAL SHALL CONFORM TO THE FLAME SPREAD AND SMOKE DEVELOPMENT REQUIREMENTS OF SECTION R302.9R703.1 GENERAL: EXTERIOR WALL SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4R303.1.1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED IN SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY.R703.1.2 WIND RESISTANCE. WALL COVERINGS, BACKING MATERIALS AND THEIR ATTACHMENT SHALL BE CAPABLE OF RESISTING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AND R301.2(3).R703.2 WATER-RESISTIVE BARRIER. APPROVED WATER-RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH UPPER LAPPED OVER THE LOWER NOT LESS THAN 2" INCHES. WHERE JOINT OCCUR, LAPPED NOT LESS THAN 6".R703.3 NOMINAL THICKNESS AND ATTACHMENTS. THE MINIMUM THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH TABLE R703.3(1) AND THE WALL COVERING MATERIAL MANUFACTURER'S INSTALLATION REQUIREMENTS.R703.4 FLASHING. APPROVED CORROSION-RESIANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.1. EXTERIOR WINDOWS AND DOORS OPENINGS. (SEE MANUFACTURE OF PRODUCT FOR INSTALLATION DETAILS)2. AT INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS.3. UNDER AND AT ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION6. AT WALL AND ROOF INTERSECTIONCHAPTER 8 (ROOF-CEILING)CHAPTER 9 (ROOF ASSEMBLIES)SECTION 903R903.1 GENERAL. ROOF DECKS SHALL BE COVERED WITH THE APPROVED ROOF COVERING SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISION OF THIS CHAPTER. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURE'S INSTRUCTIONS.R903.2 FLASHING. FLASHING SHALL BE INSTALLED IN MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPING, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE.R903.2.1 LOCATION. FLASHING SHALL BE I INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF OR DIRECTION AND AROUND ROOF OPENINGS.SECTION 905R905.1 ROOF COVERING APPLICATION. ROOF COVERING SHALL BE APPLIED IN ACCORDANCE WITH THE WITH THE APPLICABLE PROVISIONS OF THIS SECTION AND THE MANUFACTURE'S INSTALLATION INSTRUCTIONS.R905.1.1 UNDERLAYMENT. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY, AND CONCRETE TILE, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND METAL ROOF PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS LISTED IN THIS CHAPTER. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WITH ASTM D 226, D 1970, D 4869 AND D 6757SHALL BEAR A LABEL INDICATING COMPLIANCE. UNDERLAYMENT SHALL BE ATTACHED IN ACCORDANCE WITH TABLE R905.1.1(3)R905.1.2 ICE BARRIERS. IF AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG EAVES CAUSING BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED. THE ICE BARRIER SHALL CONSIST OF TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND NOT LESS THAN 24" INSIDE THE EXTERIOR WALL. ON ROOFS OVER 8/12, THE ICE BARRIER SHALL BE APPLIED NOT LESS THAN 36".R905.2 ASPHALT SHINGLES, THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION AND MANUFACTURE'S INSTALLATION.R905.2.2 SLOPE. ASPHALT SHINGLES SHALL BE USED ON ROOF SLOPES OF 2/12 OR GREATER. FOR SLOPES FROM 2/12 UP TO 4/12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905.1.1R905.2.8 FLASHING. FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTIONCHAPTER 10-43REFER TO THE CHAPTERS IN THE IRC 2015 FOR THE DESIGN AND REQUIREMENTS OF THESE ITEMS.CHAPTER 10 CHIMNEYS AND FIREPLACECHAPTER 11 ENERGY EFFICIENCYCHAPTER 12&13 MECHANICAL & GENERAL MECHANICAL SYSTEMS REQUIREMENTSCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCESCHAPTER 15 EXHAUST SYSTEMSCHAPTER 16 DUCT SYSTEMSCHAPTER 17 COMBUSTION AIRCHAPTER 18 CHIMNEYS AND VENTSCHAPTER 19-22 SPECIAL APPLIANCE, WATER HEATERS, HYDRONIC PIPING AND SPECIAL PIPINGCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMSCHAPTER 24 FUEL GASCHAPTER 25-33 PLUMBING RELATED ITEMSCHAPTER 35-43 ELECTRICAL RELATED ITEMSGENERAL NOTES:MISC. SYMBOLSFROST PROOF HOSE BIBFLOOR LINE ABOVESTRUCTURAL BEAM/HEADER OR GIRDER TRUSSLOAD BEARING WALLSOLID BLOCKING FROM CONCENTRATED LOADCONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.ELECTRIC SYMBOLSRBMPCSMOKE/HEAT DETECTORLIGHT WITH E. FANEXHAUST FANCABLE OUTLETPHONE OUTLET240 VOLT RECEPTACLEDUPLEX RECEPTACLE OUTLETSINGLE RECEPTACLE OUTLETDIMMER SWITCHSINGLE POLE SWITCHGARAGE DOOR OPENERELECTRIC PANELCEILING MOUNTED LIGHTWALL MOUNTED LIGHTRECESSED LIGHTFLUORESCENT LIGHTDMBAR LIGHTW.M. MOTION DETECTOR LIGHTPULL CHAIN LIGHT3THREE WAY SWITCHABBREVIATIONSADJ ADJUSTABLEAWN. AWNINGBTM. BOTTOMBSMT. BASEMENTBTW. BETWEENCA CASEMENTCANT. CANTILEVERCAB. CABINETC CENTER LINECLG CEILINGC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETED DRYERDIA. DIAMETERDN DOWNDH DOUBLE HUNGDW DISHWASHERF.D. FLOOR DRAINFLR. FLOORFT. FEETFURN. FURNACEHDR. HEADERHDWD HARDWOODINSUL. INSULATIONJST. JOISTLVL LAMINATED VENEER LUMBERLIN. LINENMAX. MAXIMUMMIN. MINIMUMO/C ON CENTERO.H.D. OVERHEAD DOOROPNG. OPENINGPED. PEDESTALN.T.S. NOT TO SCALEREF REFRIGERATORREQ REQUIREDRO ROUGH OPENINGRM ROOMSH SINGLE HUNGS & R SHELF AND RODS.F. SQUARE FEETS.P. SUMP PITSTL STEELTYP. TYPICALTRANS. TRANSOMUNEX. UNEXCAVATEDVAN. VANITYW WASHERW/ WITHW.H. WATER HEATERLPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.0Cover PagePDS 3808Classic BuildersPainted Woods Madison II - NPDRAWING LISTA.0 Cover PageA.1 ElevationsA.2 ElevationsA.3 Foundation PlanA.4 Main Floor PlanA.5 Building SectionsA.7 DetailsA.8 Wall BracingF.1 Floor Covering Main Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"STONE VENEERWINDOW HDR. HGT.9' - 1 1/8"4 / 12125125125125CRICKETT.O. STONET.O. FOUNDATION3' - 0"7' - 0"4 / 124 / 125' - 10"HARDIETRIM 5/4 X 3 1/2"TRIM- GARAGE DOORHARDIETRIM 5/4 X 5 1/2"ON CORNERS- ALL ELEVATIONSHARDIETRIM 5/4 X 3 1/2"AROUND WINDOWS (FRONT ONLY)HARDIEPLANK 8 1/4" LAPSIDING W/ 7" REVEALSTONE CAPHARDIETRIM 5/4 X 5 1/2"TRIM BANDBOARDMain Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"8' - 0"1' - 2 1/8"9' - 1 1/8"Basement Plan-8' - 10 1/8"5 / 12WINDOW HDR. HGT.7' - 0"124124PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 1/4" = 1'-0"A.1ElevationsPDS 3808Classic BuildersPainted Woods Madison II - NPScale: 1/4" = 1'-0"1FRONT ELEVATIONScale: 1/4" = 1'-0"2REAR ELEVATION- SQUARE FOOTAGE OF CLADDING/SIDING IS TAKEN FROM THE EXPOSED SURFACE OF THE WALL. 1. THE AREA INCLUDES SURFACES BELOW DECORATIVE TRIM BOARDS. 2. THE AREA EXCLUDES WINDOW AND DOOR OPENINGS. ESTIMATED AREA - WALL CLADDINGMATERIAL TYPEMATERIALSFMATERIAL%MATERIALELEVATIONStone Veneer 191 SF 9.7%Vinyl Siding 1778 SF 90.3% Main Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"1249' - 1 1/8"1' - 2 1/8"8' - 0"WINDOW HDR. HGT.7' - 0"1245 / 121243' - 0"5 / 12Main Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"9' - 1 1/8"1' - 2 1/8"8' - 0"Basement Plan-8' - 10 1/8"1245 / 121241244 / 125 / 12BB4 / 12AADB4 / 125 / 125 / 12A4 / 125 / 125 / 12CDCRICKETROOF PLAN LEGENDSYMBOL WALL HGT. PITCH OVERHANG HEEL HGT.ALL RAKE OVERHANGS ARE 12" UNLESS NOTED9'-1 1/8" 5/121'-4" BA 9'-1 1/8" 4/12 1'-4" 7"8 5/16"12'-1 1/8" 5/12 1'-4" DC 12'-1 1/8" 4/12 1'-4" 7"8 5/16"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.2ElevationsPDS 3808Classic BuildersPainted Woods Madison II - NPScale: 3/16" = 1'-0"1LEFT ELEVATIONScale: 3/16" = 1'-0"2RIGHT ELEVATIONScale: 3/16" = 1'-0"3ROOF PLANESTIMATED ROOF SF2572 SF UP 14 RUP 14 RS.P.FDFURN.W.H.11 7/8" TJI 230I-JOISTS @ 16" 0/C11 7/8" TJI 230I-JOISTS @ 16" 0/C11 7/8" TJI 230I-JOISTS @ 16" 0/CUNEXCAVATEDUNEXC14' - 8"6' - 4"24' - 0"10' - 10"4' - 6"6' - 4"2X6 BEARING WALLWALL FRAMINGABOVEDAC13' - 6"3 1/2"7' - 1"3 1/2"20' - 6"3 1/2"3' - 0 1/2"DDA3' - 10"16' - 4"3' - 10"3A.57' - 2"3 1/2"3' - 10"5 1/2"OPTIONAL FAMILY RM.7'-9 1/2" CLGCARPETBSTORAGE7'-9 1/2" CLGCONC.Z1A.5s4A.52'-8" x 5'-0"TUB/SHOWER4-0 VANITY11' - 0 1/2"3 1/2"2' - 1"3 1/2"5' - 2 1/2"5 1/2"20' - 1 1/2"13' - 5"3 1/2"5' - 2 1/2"5 1/2"17' - 7 1/2"(1) 14'' FLUSH LVLTO NOSINGDROP CONCRETE FOR GARAGE DOOR18' - 11"5 1/2"3' - 10"3 1/2"7' - 2"CANTILEVER ABOVEBasement EgressOPTIONAL BTHRM.7'-9 1/2" CLGTILE FLR11 7/8" TJI 230I-JOISTS @ 16" 0/CLIN.CLOSETOPTIONAL BDRM. 47'-9 1/2" CLGCARPETOPTIONAL WET BAR 2X10 TREATED DECKJOISTS @ 16" 0/C(3) 2X10 SYP. #2 TRD.24'' DIA. ROUND PIER(3) 2X10 DF #2(2) 14'' FLUSH LVLsD123' - 0"D165' - 0"(3) 2X10 DF #2D92' - 4"CLOSET2-8 x 6-85-0 X 6-82-4 x 6-8D123' - 0"1-6 x 6-82' - 0"2' - 6"23' - 6 1/2"7' - 8"SW SB12X7 SIMPSON STRONG WALLBAR FRIDGESINK W/ STEM GLASS HOLDER ABOVED1' - 4"5' - 8"1' - 8"8' - 7"3 1/2"3' - 8"6' - 0"5' - 0 1/2"13' - 6"3 1/2"31' - 2 1/2"1' - 6"9' - 0"1' - 6"12' - 0"1' - 6"10' - 6"12' - 0"45' - 0"B.P.B.P.(2) 9 1/2" DROPPED LVL 3'-0"X3'-0"X1'-0"CONC. FOOTINGW/ STEEL COLUMN(1) 11 7/8" LVL FLUSH(1) 11 7/8" LVL FLUSH45' - 0"30' - 8"21' - 8"52' - 4"52' - 4"D18' - 11"20' - 10 1/2"3 1/2"11' - 0"12' - 10"21' - 8"Basement EgressZ(2) 11 7/8" FLUSH LVLCANT. ABOVE10' - 10"2' - 0"39' - 6"878 SFBasement-OptionalFinished679 SFBasement-Unfinished4' - 0"4' - 0"1 1/2"BELOW FROSTTOP OF FOUND.DROP CONCRETE WALLFOR GARAGE DOORABGARAGE SLABCGARAGE SLABTOP OF FOUND.1' - 4"1' - 4"1' - 4"8"4' - 0"BELOW FROSTVERIFY CONCRETE WALLHEIGHT IN FIELD PER SITEDFGBELOW FROSTE1' - 4"1' - 4"1' - 4"8"4' - 0"7' - 9 1/2"8"8' - 0"8"8' - 0"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.3Foundation PlanPDS 3808Classic BuildersPainted Woods Madison II - NPWINDOW SCHEDULEWINDOWID QTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 1 30-48-3060 SLDR 8' - 0" 5' - 0" 7' - 0" Meets EgressB 1 3660-3 SH 9' - 0" 5' - 0" 7' - 0" Meets EgressC 2 3660 - SH 3' - 0" 5' - 0" 7' - 0" Meets EgressZ 2 Basement Egress 7' - 0" Meets EgressDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 S200/ 1-12" Sidelight 4' - 3 1/2"6' - 11 1/4" Therma Tru S200 w/ 12" SidelightD2F 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 Patio Door 6' - 0" 6' - 11 1/4" Patio DoorD4 1 16-0 x 8-0 Colonial - Prairie 1 16' - 3" 8' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 4 2-4 x 6-8 2' - 6" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 3 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 2 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD28 3 2'-8" x 6'-8" 5' - 5" 7' - 1" Pocket Door - Verify R.O.D50 1 4-0 x 6-8 4' - 1 1/2" 6' - 10" Bi FoldCONCRETE SCHEDULE (4" CONCRETE)LOCATIONSQUARE FEETAREACUBICYARDSFloor: Front Porch 25 SF 0.3 CYFloor: Basement Slab 1405 SF 17.4 CYFloor: Front Porch 488 SF 6 CYAREA SCHEDULENAME SQ FTBasement-Optional Finished 878 SFMain Floor 1565 SF2443 SFBasement-Unfinished 679 SFGarage 508 SFPorch 25 SF1213 SFGrand total: 5 3655 SFScale: 3/8" = 1'-0"3FOUNDATION SECTIONSGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARD DWREF.DN 14 RDWCOSDSDCODN 14 R22" x 30"SHUTTLE OPENINGBKFST RM.9'-1 1/8" CLG.TILE FLRKITCHEN9'-1 1/8" CLG.TILE FLRFAMILY RM.TRAY CLG.HWLMSTR. BDRM.TRAY CLG.CARPETMSTR. BATH9'-1 1/8" CLG.TILE FLRLNDRY.9'-1 1/8" CLG.TILE FLR3' - 10"2' - 6 1/2"4' - 6"10' - 10"GARAGE4" CONCRETE SLAB SLOPING TOWARDS DOORSD2F2' - 8"D123' - 0"D13' - 0"BDECKROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/C16' - 0"D44-0 X 5-0SHOWERD282' - 8"D112' - 8"3A.5A7' - 2 1/2"7' - 8"(2) 11 7/8" LVL HDR15' - 3"3 1/2"3' - 6 1/2"3 1/2"3' - 10"3 1/2"6' - 8"5 1/2"1' - 9 1/2"5 1/2"8' - 8 1/2"5 1/2"11' - 11 1/2"15' - 3"5 1/2"7' - 3 1/2"5 1/2"6' - 8 1/2"5 1/2"2' - 6"2' - 6"21' - 8 1/2"30' - 7 1/2"1' - 0"16' - 0"5' - 0"24' - 0"15' - 3"5 1/2"4' - 0"3 1/2"3' - 0"5 1/2"7' - 2"OPEN RAILING 12' - 0"12' - 0"1A.5TO NOSING4A.5D282' - 8"7 1/2"D92' - 4"CLOSETHDR.D282' - 8"5' - 6 1/2"11' - 3"5 1/2"5' - 4"3 1/2"6' - 4"ROOF TRUSSES@ 24" O/C(1) 3 1/2" X 11 7/8" LSL2 JACK STUDS(1) 3 1/2" X 11 7/8" LSL 2 JS14' - 8"6' - 4"3660-3 SH30-48-3060 SLDRPANTRYCABINETD92' - 4"D82' - 0"42" VAN.PANTRYBTHRM.9'-1 1/8" CLG.TILE FLR2-8 X 5-0D165' - 0"CLO.8' - 0"8' - 0"12' - 0"3 1/2"2' - 1"3 1/2"6' - 11"3 1/2"17' - 7 1/2"BDRM. 29'-1 1/8" CLG.CARPET19' - 9"2' - 2"3 1/2"5' - 0"3 1/2"9' - 6"24'' LIN. CAB.D504' - 0"D92' - 4"5' - 4"3 1/2"9' - 10 1/2"12' - 0"NO TRUSS ABOVEFIREPLACE(1) 3 1/2" X 11 7/8" LSL - 2JS/2KSTYP.2' - 4"6"11' - 4 1/2"2' - 4"9'-1 1/8"10'-1 1/8"+1'6' - 0"10' - 6 7/8"2' - 6 7/8"2' - 4"12' - 8 1/2"2X6 WALL2X6 WALLW.I.C.9'-1 1/8"CARPET19' - 1 3/4"5' - 4"5' - 4 1/4"3 1/2"14' - 10 1/2"12' - 0"2' - 6 7/8"2' - 9 3/8"CCD36' - 0"5-0 VAN.(2) 2X10 DF#22X6 WALLROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CLOCKERSTUB/SHOWERFLUSH COUNTER4' - 0"4' - 0"7' - 0"45' - 0"9'-1 1/8"9'-9 1/8"+8"21' - 8 1/2"STEPS12-0 X 12-045' - 0"1' - 0"6"1' - 0"(1) 2X10 DF #21' - 6"10' - 10"2' - 0"39' - 6"1' - 0"53' - 4"53' - 4"508 SFGarage1565 SFMain Floor25 SFPorchFTG. BELOW FROST LINECONCRETE1 1/2" CANT.MAIN FLOOR PLATE HEIGHTROOF TRUSS2" CANTILEVER2X4 WALL W/ COMPOSITE WRAP8X8X16 CMU BASE WRAPPED IN STONEPORCH BEAM(REFER TO PLAN FOR SIZE) MAIN FLR. DECKFLOOR DEPTH2X4 PORCH CEILING FRAMING.HOLD FLUSH WITH SOFFIT RETURNVERIFY HGT. IN FIELD3' - 2" TOP OF CAPSTONE VENEERSTONE CAP1' - 4"TOP OF FOUNDATIONMIN 8"2X4 TRD PLATEW/ ANCHOR BOLTS#4 HOOKED REBAR(2) #4 CONT.#4 IN EACH CELLGROUT SOID#4 IN EACH CELLGROUT SOID(4) 1/2" DIA. HILTI KWIKHUS-EZ SCREWACHOR W/ 4 1/2" EMBED, TYP.SECTION A-AA-APLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.4Main Floor PlanPDS 3808Classic BuildersPainted Woods Madison II - NPWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 1 30-48-3060 SLDR 8' - 0" 5' - 0" 7' - 0" Meets EgressB 1 3660-3 SH 9' - 0" 5' - 0" 7' - 0" Meets EgressC 2 3660 - SH 3' - 0" 5' - 0" 7' - 0" Meets EgressZ 2 Basement Egress 7' - 0" Meets EgressDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 S200/ 1-12" Sidelight 4' - 3 1/2"6' - 11 1/4" Therma Tru S200 w/ 12" SidelightD2F 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 Patio Door 6' - 0" 6' - 11 1/4" Patio DoorD4 1 16-0 x 8-0 Colonial - Prairie 1 16' - 3" 8' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 4 2-4 x 6-8 2' - 6" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 3 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 2 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD28 3 2'-8" x 6'-8" 5' - 5" 7' - 1" Pocket Door - Verify R.O.D50 1 4-0 x 6-8 4' - 1 1/2" 6' - 10" Bi FoldGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDAREA SCHEDULENAME SQ FTBasement-Optional Finished 878 SFMain Floor 1565 SF2443 SFBasement-Unfinished 679 SFGarage 508 SFPorch 25 SF1213 SFGrand total: 5 3655 SFScale: 1/2" = 1'-0"2PORCH COLUMN DETAIL 2 9' - 1 1/8"1' - 0 5/8"8' - 1 1/2"TO NOSING3 1/2"5' - 6 1/2"11' - 3"5 1/2"TO NOSINGMIN. HEAD HEIGHT6' - 8"11' - 0"3 1/2"7 9/16" RISERUN10"1" NOSINGMain Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"9' - 1 1/8"1' - 2 1/8"8' - 0"18' - 11"5 1/2"0"17' - 7 1/2"1241' - 0"9' - 1 1/8"7" HEEL HGT.37' - 0"4' - 6"2' - 6"9' - 11"2' - 4"6"1249' - 1 1/8"8"7" HEEL HGT.3 1/2"3' - 10"5 1/2"18' - 11"1/2" OSB W/ 30# ROOFING PAPER & ASPHALT SHINGLESSOFFIT FRAMING MATERIAL AS REQ.2X6 SUB FASCIALAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-13 INSULATIONMOISTURE BARRIER ALL EXT. WALLSTRUSS ROOF BYMANUF. @ 24" O.C.1/2" GYP. BOARD2X4 BOTTOM PLATE2X6 TREATED SILL PLATE W/ SEALERAND 1/2" ANCHOR BOLTS @ 72" O.C. MAX.EMBEDDED 7". USE 2 BOLTS PER SILL PLATEW/ BOLTS PLACED AT 12" FROM EACH END OFSILL PIECE. FOUNDATION ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENTANCHORAGE TO 1/2" DIA. ANCHOR BOLTS MAY BE USED.PROVIDE ADEQUATE WATERPROOFING8" POURED CONCRETE FOUNDATION WALLVERTICAL STEEL: #6 @ 48" O.C. ON 8'-0"#4 @ 20" O.C ON 9'-0" & 10'-0" TALL WALLSREFER TO IRC 2006 TABLE R404.1.(5). HORIZ. STEEL: #4 @ 1'-6", 4'-0", AND 6'-6" OFF FOOTING (SPLICING AS NECESSARY, MIN 12" OVERLAP). 9'-0" & 10'-0": (4) #4 BARS SPACED EQUALLYTYPICAL 16" X 8" CONC. FTG.W/ 2 #4 HORZ. RODS CONTINUOUSSPLICING AS NECESSARY ONUNDISTURBED SOIL OR EQUAL4" CONC. FLOOR SLAB3/4" T&G SUB FLOOR (GLUED AND NAILED/SCREW)(2) 2X4 TOP PLATES5/8" GYP. BOARDFLOOR SYSTEM PER MANUF.8' - 0"9' - 1 1/8"4" DRAIN TILE IN PEA GRAVEL BED RUN TO PUMPGUTTER APRONGUTTER PER MANF.INSULATION AT EXTERIOR WALLSMIN.0' - 6"GRADEPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.5BuildingSectionsPDS 3808Classic BuildersPainted Woods Madison II - NPScale: 3/8" = 1'-0"3STAIR SECTIONScale: 1/4" = 1'-0"1FAMILY ROOMScale: 1/4" = 1'-0"4MASTER BEDROOMScale: 1/2" = 1'-0"22x4 F8 M8 2' - 6"22" X 30" MINIMUM CLEARANCE REFER TO IRC 807.1MINIMUM CLEARANCE IS MEASURED FROM THE TOP OF THE BOTTOM CHORD TO BOTTOM OF THE TOP CHORD1' - 10 1/2"1' - 0"MINIMUM.BETWEEN TRUSSESROOF TRUSS PER MANUFACTUREGYPSUM BOARDINSULATION1/2" OSB1/2" GYPSUM BOARD2X4 FRAMINGSIDE VIEW END VIEWEXTERIOR SHEATHINGWATER-RESISTIVE BARRIER-PLACE OVER FLASHING SELF-ADHERED BITUMINOUS MEMBRANE- MIN. 6" ABOVE LEDGER BOARD TO TOP OF FOUNDATION WALL.CONTINUOUS FLASHING ON TOP OF LEDGER BOARD/JOISTAT LEAST 3" PAST HANGER2X LEDGER BOARD-MIN. SAME SIZE AS DECK JOIST AND NO GREATER THAN BAND JOISTJOIST HANGER1/2" DIA. LAG SCREW WITH WASHER OR THROUGH BOLTS WITH WASHER, PLACED A MIN. OF 2" FROM TOP AND BOTTOM EDGES. DESIGN OF SPACING IS BY OTHERS.DECK JOISTFOUNDATION WALLEXTERIOR SIDINGBAND JOIST.- MIN. 1 1/8" THICKFLOOR JOIST-SEE PLANTABLE R507.2DECK LEDGER CONNECTION TO BAND JOIST/SIMPSON STRONG TIE SDWS SCREWSLOADING: DECK LIVE LOAD 40 PSF/ DECK DEAD LOAD 10 PSF1/2" LAG SCREWSSIMPSON SDS22400DBSIMPSON SDS22400DBCONNECTION DETAILMAXIMUM DECK JOIST SPANUP TO 6'-0" UP TO 8'-0" UP TO 10'-0" UP TO 12'-0" UP TO 14'-0" UP TO 16'-0" UP TO 18'-0MAXIMUM ON CENTER SPACING OF FASTENERS (STAGGER IN 2 ROWS)LEDGER BOARD SIZE2X SYP1 1/8 OSB RIM/1 1/4" LSL RIM2X SYP30 23 18 15 11 1016 12 1076 522 16 13 11981387MIN EDGE DISTANCEMIN END DISTANCE1 7/16"6"1 7/16"6"2" 2"TOP PLATESBORED HOLE MAX. DIAMETER 40 PERCENT OF STUD DEPTH ON EXTERIOR WALLS AND INTERIOR BEARING WALLS.(60 PERCENT ON INTERIOR NON BEARING WALLS)5/8 INCH MINIMUM TO EDGESTUDNOTCH MUST NOT EXCEED 25 PERCENT OF STUD LENGTH ON EXTERIOR WALLSAND INTERIOR BEARING WALLS. (40 PERCENT OF STUD DEPTH ON INTERIOR NON BEARING WALLS)BORED HOLES SHALL NOT BE LOCATEDIN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD. (ALL WALLS)IF HOLE IS BETWEEN 40 PERCENT AND 60 PERCENTOF STUD DEPTH, THAN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLE AND SO BORED. (EXTERIOR WALLS AND INTERIOR LOAD BEARING ONLY)5/8 INCH MINIMUM TO EDGEFIGURE R602.6(1) AND R602.6(2) IRC 2015FIGURE R602.6.116 GAGE AND 1.5 INCH WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE NOTCH WITH 8-16D NAILS EACH SIDE. EXTERIOR OR INTERIOR BEARING WALLS ONLY. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING.PIPE OR DUCTWORKNOTCH GREATER THAN 50PERCENT OF THE PLATE WIDTH1' - 0"OR LESSDRIP EDGECONTINUOUS 2X6 MATERIALWITH SOLID BLOCKING @ 24" O.C.SOFFIT MATERIAL5/4" X2" SIDING TRIM ORSEE ELEVATION5/4"X8" RAKE BOARDEXTERIOR LAP SIDINGEXTERIOR SHEATHINGGABLE END TRUSSROOF SHEATHINGGABLE END BRACING(DESIGNED BY OTHERS)2X BLOCKINGROOF TRUSS2' - 0"MAX.INTERIOR FRAMING PARTITION2X4 FLAT BLOCKINGINSULATION2X4/2X6 EXTERIORWALL FRAMINGDOUBLE 2X4/2X6TOP PLATESINGLE 2X4/2X6 BOTTOM PLATE2X4 FLAT BLOCKING2X4/2X6 EXTERIOR WALL2X6 WALL STUDS@ 16" O/C2X6 END WALL STUD2X4 BACKER BOARD FOR SIDING CORNER BOARD2X6 DRYWALL BACKING STUDINTERIOREXTERIOR2X62X62X62X4SIDING CORNERBORDCORNERBOARD NAILEREXTERIOR SHEATHING2'-0" MIN.OPERABLE WINDOWOPERABLE WINDOWTOP OFFINISHED FLOOR(EXAMPLE: TILE, HARDWOOD, CARPET, ETC.)LOWEST POINT OF CLEAR WINDOW OPENINGGRADER312.2 APPLIES TO WINDOWGREATER THAN 6'-0"LESS THAN 6'-0"EXCEPTION:IF WINDOW WELL EXIST BELOW WINDOW, HEIGHT IS TAKEN FROM BOTTOM OF WINDOW WELLR312.2.1 WINDOW SILLSIn dwelling units, where the top of sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operablewindow shall comply with on of the following:1. Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position.2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 20903. Operable windows that are provided with opening control devices that comply with Section R312.2.2R312.2.2 Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of thewindow unit to less than the area required by Section R310.2.1NO MINIMUM REQUIREMENTSSECTION 310 -IRC 2015EGRESS WINDOW REQUIREMENT44" MAXIMUM SILL HEIGHTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(2)2X6 TOP PLATES 1/2" GYP BOARDROUGH OPENINGWINDOW FRAMEWINDOW FRAMEROUGH OPENINGWINDOW HEADJAMBWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION AND FLASHING(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CJAMBEXTERIOR TRIM PER ELEVATIONSWINDOW DETAILSWILL VARY WITHMANUFACTURERINTERIOR TRIMINTERIOR TRIMTYPICAL HDR:1-KS (KING STUD)1-JS (JACK STUD)SEE FLOOR PLAN FOR CHANGESKJKJSEE WINDOW SCHEDULET.O. ROUGH OPENINGWINDOW HDR. HGTTRUSS HEEL5/8" CLG. GYP BOARDCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGCAULKING/SEALANT WITH BACKER RODFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGFLOOR SYSTEM(2)2X6 TOP PLATES 1/2" GYP BOARD1/2" EXT. SHEATHING5/8" CLG. GYP BOARD3/4" SUB FLOORWINDOW FRAMEROUGH OPENINGWINDOW HEADWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CREFER TO PLANRIM BOARD(1)2X6 SILL PLATEBATT INSULATIONBATT INSULATIONEXTERIOR TRIM PER ELEVATIONSSIDING MATERIAL-SEE BUILDERINTERIOR TRIMINTERIOR TRIMT.O. ROUGH OPENINGWINDOW HDR. HGTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(1)2X6 SILL PLATE PAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHINGCAULKING/SEALANT WITH BACKER RODCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE SILLDRAIN AWAY FROM WINDOWRAINSCREEN MAT(RECOMMENDED)**SEE STONE MANUFACTURE FOR INSTALL DETAILSFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIEROVER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE VENEER CAPRAINSCREEN MAT(RECOMMENDED)DRIP CAPSTONE VENEERBEAM- SEE PLAN6X6 POSTMIN.2 1/2"(2) 1/2" DIAMETERTHROUGH BOLTS WITH WASHERSAPPROVED POST CAPNOTCH BEAM SUPPORT METHOD FOR 2-PLY MEMBERSALTERNATE SUPPORT METHOD FOR 3-PLY MEMBERSAPPROVED POST BASECONCRETE FOOTINGHURRICANE TIEDECK BOARDSINVERTED FLANGE HANGERDECK BEAMDECK JOIST6X6 POST CONTINUOUS TO ROOF BEAMALTERNATE SUPPORT CONNECTION FOR COVERED DECKSLOPE AWAY FROM POST AT 1/12SEE PLANMIN. 42" BELOW GRADE1/2" OSB/GYP BOARD BEHIND ALL EXTERIOR TUBFROM FLOOR TO UNDERSIDE OFTUB SURROUND FOR BLOWN INSULATION.DRYWALL ONLY ABOVE TUB UNIT. TUB / SHOWER UNIT PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE© 2017 PLUM BUILDING SYSTEMS, LLC. All Rights Reserved.As indicatedA.7DetailsPDS 3808Classic BuildersPainted Woods Madison II - NPScale: 3/8" = 1'-0"4ATTIC ACCESS OPENINGScale: 1" = 1'-0"2DECK LEDGER CONNECTIONScale: 3/8" = 1'-0"7NOTCHING AND BORING HOLELIMITATIONS1Scale: 3/4" = 1'-0"10RAKE OVERHANG-WOOD1Scale: 3/4" = 1'-0"6EXTERIOR WALL LADDER1Scale: 3/4" = 1'-0"1TYPICAL EXTERIORWALL CORNERSScale: 3/8" = 1'-0"52015 IRC R612 WINDOW FALLPROTECTIONScale: 1" = 1'-0"13TYPICAL EXTERIOR HEADERScale: 3/4" = 1'-0"3DECK-POST CONNECTION1Scale: 1/2" = 1'-0"9Bath Tub-OSB Insulation1 --FASTENER SCHEDULE FOR INTERIOR BRACED WALL LINES (BWL) - NOTED ON PLANMETHOD GB - BOTH SIDES GYP - 7" EDGES (INCLUDING TOP & BOTTOM PLATES) & 7" FIELDMETHOD WSP - 1 SIDE OSB/PLYWOOD - 6" EDGES & 12" FIELD, 1 SIDE GYPEXTERIOREXTERIORINTERIORINTERIORCS-PF1CS-WSPCS-PF1CS-PF2CS-WSPCS-PF2SINGLE PORTALDOUBLE PORTALSINGLE PORTALDOUBLE PORTAL--NOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANPFH1PFH2PFH1SINGLE PORTALDOUBLE PORTALNOTED ON PLANNOTED ON PLANNOTED ON PLANMIN 7/16" OSB SHEATHING-SEE APA DETAILS2X4 GARAGE DOOR TRACK BLOCKING2x6 JAMBWOOD OR ALUMINUM WRAPFINISH-SEE BUILDERMIN. (2) 2X JACK STUDSROUGH OPENING- SEE DOOR SCHEDULEPER BRACING METHODSEE MIN WIDTH FORMIN LENGTH FOR CONTINUOUS SHEATHING - PORTFAL FRAME (CS-PF)PER TABLE R602.10.5(HEIGHT TAKEN FROM TOP OF FOUNDATION WALL TO TOP PLATES OF GARAGE WALL)8'-0" WALL = 16" 9'-0" WALL = 18" 10'-0" WALL = 20"11'-0" WALL = 22" 12'-0" WALL = 24"MIN. 2'-0" OSB RETURN ON THE CORNER OR HOLD DOWN. SEE DETAIL 1/FIGURE 602.10.7 (2) 1/2" CONCRETE ANCHOR BOLTS MIN 7" EMBEDMENT W/ 2"X2"X3/16" WASHERMIN. 1/2" GYP ON INTERIOR WALLSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE© 2017 PLUM BUILDING SYSTEMS, LLC. All Rights Reserved.As indicatedA.8Wall BracingPDS 3808Classic BuildersPainted Woods Madison II - NPScale: 1/4" = 1'-0"2BRACED WALL PANELCONNECTIONScale: 1/4" = 1'-0"1CS-END CONDITIONSScale: 1/4" = 1'-0"4BRACING METHOD CS-PFScale: 1/4" = 1'-0"3BRACING METHOD PFHScale: 1" = 1'-0"5GARAGE DOOR JAMB - BRACINGMETHOD CS-PFScale: 1/4" = 1'-0"6BRACING METHOD CS-WSP DWREF.DN 14 RDWUP 14 R44 SFBKFST. RM.KITCHENFAMILY RM.MSTR. BDRM.HALLWAY 1ENTRYBDRM. 2BTHRM.LNDRY.STAIRCLOSETBTHRM.205 SF184 SF74 SF33 SF50 SF78 SF61 SF213 SF304 SF109 SFOPTIONAL BTHRM.OPTIONAL BDRM. 4OPTIONAL FAMILY RM.STAIR LANDINGOPTIONAL WET BARSTORAGE499 SF90 SF44 SF155 SF30 SFPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 3/16" = 1'-0"F.1Floor CoveringPDS 3808Classic BuildersPainted Woods Madison II - NPScale: 3/16" = 1'-0"1Main FloorScale: 3/16" = 1'-0"2Basement Plan ABBREVIATIONSADJ ADJUSTABLEAWN. AWNINGBTM. BOTTOMBSMT. BASEMENTBTW. BETWEENCA CASEMENTCANT. CANTILEVERCAB. CABINETC CENTER LINECLG CEILINGC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETED DRYERDIA. DIAMETERDN DOWNDH DOUBLE HUNGDW DISHWASHERF.D. FLOOR DRAINFLR. FLOORFT. FEETFURN. FURNACEHDR. HEADERHDWD HARDWOODINSUL. INSULATIONJST. JOISTLVL LAMINATED VENEER LUMBERLIN. LINENMAX. MAXIMUMMIN. MINIMUMO/C ON CENTERO.H.D. OVERHEAD DOOROPNG. OPENINGPED. PEDESTALN.T.S. NOT TO SCALEREF REFRIGERATORREQ REQUIREDRO ROUGH OPENINGRM ROOMSH SINGLE HUNGS & R SHELF AND RODS.F. SQUARE FEETS.P. SUMP PITSTL STEELTYP. TYPICALTRANS. TRANSOMUNEX. UNEXCAVATEDVAN. VANITYW WASHERW/ WITHW.H. WATER HEATERLELECTRIC SYMBOLSRBMPCSMOKE/HEAT DETECTORLIGHT WITH E. FANEXHAUST FANCABLE OUTLETPHONE OUTLET240 VOLT RECEPTACLEDUPLEX RECEPTACLE OUTLETSINGLE RECEPTACLE OUTLETDIMMER SWITCHSINGLE POLE SWITCHGARAGE DOOR OPENERELECTRIC PANELCEILING MOUNTED LIGHTWALL MOUNTED LIGHTRECESSED LIGHTFLUORESCENT LIGHTDMBAR LIGHTW.M. MOTION DETECTOR LIGHTPULL CHAIN LIGHT3THREE WAY SWITCHA. ALL CONSTRUCTION AND MATERIALS SHALL MEET OR EXCEED IRC 2015. LOCAL BUILDING CODES MAY HAVE DIFFERENT SPECIFICATIONS AND REQUIREMENTS THAN WHAT IS LISTED IN THE IRC 2015, THESE LOCAL REQUIREMENTS WILL SUPERSEDE THE IRC 2015. SEE THE LOCAL BUILDING DEPARTMENT FOR CHANGES.B. CONTRACTOR TO CONFIRM THE SIZES, SPACING AND SPECIES OF LUMBER OF ALL STRUCTURAL AND FRAMING MEMBERS. ANY STRUCTURAL AND FRAMING MEMBERS NOT INDICATED ARE TO BE SIZED BY OWNER/CONTRACTOR.C. THE OWNER/CONTRACTOR IS RESPONSIBLE FOR PREVENTIVE MEASURE OF THE BUILD UP OF MOISTURE OR MOLDD. ALL PRODUCTS ARE TO BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATIONS.E. ALL MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS ARE TO BE DESIGNED BY OTHERS.F. ALL EXTERIOR STAIRS ARE SHOWN FOR CONCEPT, FINAL DESIGN DETERMINE ON SITE FOR FINAL GRADE.G. THE FOLLOWING CODE INFORMATIONS IS INTENDED TO ASSIST AND INFORM YOU THROUGH CONSTRUCTION. THIS PROJECT HAS BEEN DRAWN TO PRESCIBE TO INDUSTRY STANDARDS.A. BUILDING AND STRUCTURES, AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS, AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE (R301.1)B. TABLE 301.2(1) IRC 2015. VALUES BASED FROM THE CITY OF DES MOINES, IOWA.GROUNDSNOWLOADSPEED(mph)SEISMICDESIGNCATEGORYSUBJECT TO DAMAGE FROMWEATHERINGFROST LINEDEPTHTERMITEWINTERDESIGN TEMP.ICE BARRIERUNDERLAYMENTREQUIREDFLOODHAZARDSAIRFREEZINGINDEXMEANANNUALTEMP30 PSF115ASEVERE42"MODERATE-HEAVY-0 FMARCH1984183348.6 FYESC. MINIMUM LIVE LOADS. (R301.5) IRC 2015UNHABITABLE ATTIC WITH LIMITED STORAGE 20 PSFUNHABITABLE ATTIC WITHOUT STORAGE 10 PSFHABITABLE ATTIC AND SERVED WITH FIXED STAIRS 30 PSFDECKS AND EXTERIOR BALCONIES 40 PSFGUARDRAIL AND HANDRAILS 200 PSFROOM OTHER THAN SLEEPING ROOMS 40 PSFSLEEPING ROOMS 30 PSFSTAIRS 40 PSFD. DEAD LOADS ADDITIONAL OR CHANGES TO MATERIAL NEEDS TO BE ADJUSTED TO THE BELOW CALCULATIONS.FLOOR-TOP CHORDROOF-TOP CHORDSCARPET AND PAD 1.5 PSF ROOFING-SHINGLES(220 LBS) 2 LAYER 4.40 PSF3/8" CERAMIC TILE/ 1/2" BACKER BD. 10 PSF 30 LBS. FELT 0.30 PSF3/4" HARDWOOD FLOOR 4.0 PSF 1/2" OSB OR COM PLYWOOD 1.65 PSFSUBFLOOR-3/4" OSB OR COM-PLYWOOD 2.0 PSF 1/2 ROOF TRUSS-2X4 1.10 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF CORRECTION FOR SLOPE (12/12) 1.55 PSFTOTAL WITH CARPET/PAD5.5 PSFTOTAL9.00 PSFTOTAL WITH TILE/BACKER BD.13.5 PSFTOTAL WITH HARDWOOD FLOOR7.5 PSFROOF-BOTTOM CHORDS1/2 ROOF TRUSS-2X4 1.10 PSFFLOOR-BOTTOM CHORD5/8" GYPBOARD 2.8 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF MINIMUM FOR MISC MECHANICAL/ELEC. 1.5 PSF5/8" GYPBOARD 2.8 PSF 16" BATT/BLOWN INSULATION 1.60 PSFMINIMUM FOR MISC MECHANICAL/ELEC. 0.7 PSFTOTAL5.0 PSFTOTAL7.00 PSFMINIMUM ROOF LIVE LOADS(R301.6)IRC 2015ROOF TRUSS LIVE LOAD(Lr) 20 PSFGROUND SNOW(Pg) 30 PSFFLAT ROOF SNOW (Pf) 24 PSFTHERMAL CONDITION Ct = 1.0TERRAIN EXPOSURE BDURATION OF LOAD-SNOW 1.15UNBALANCED AND SNOW DRIFT LOADINGACCORDING TO ASCE/SEI 7-10WIND DESIGN METHOD: MWFRS/C-C HYBRID ACSE/SEI 7-10EXPOSURE CATEGORY BDURATION OF LOAD-WIND 1.60SECTION R303: LIGHT AND VENTILATION IN HABITABLE ROOMS, PROVIDE NATURAL LIGHT AND VENTILATION WITH OPERABLE WINDOWS. WINDOW GLAZING SHALL NOT BE LESS THAN 8% OF THE FLOOR AREA OF EACH ROOM. 1/2 THE REQUIRED WINDOW AREA SHALL BE OPERABLE TO THE EXTERIOR FOR NATURAL VENTILATION. R303.3 BATHROOMS MAY HAVE AN OPERABLE WINDOW OF 3 S.F. IN AREA. - EXCEPTION:1. BATHROOM AND WATER CLOSET MAY BE VENTILATED WITH EXHAUST FANS AND ARTIFICIAL LIGHT.SECTION R304: THE MINIMUM AREA OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 70 SQ. FEET, EXCEPT KITCHEN. R304.2 THE MINIMUM LENGTH OR WIDTH OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 7'-0"SECTION R305: CEILING HEIGHT HABITABLE SPACE, HALLWAYS, AND PORTION OF THE BASEMENT CONTAINING THESE SPACES SHALLHAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILER ROOM, AND LAUNDRY ROOMS SHALL HAVE A CEILING HGT OF NOT LESS THAN 6'-8"-EXCEPTION 1. FOR ROOMS WITH SLOPED CEILING, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 5'-0" AND NOT LESS THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING OF LESS THAN 7'-0"2. THE CEILING ABOVE A BATHROOM AND TOILET ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8" ABOVE THE AREA OF NOT LESS THAN 30"X30" AT THE SHOWERHEAD.3. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOOR.R305.1.1 BASEMENT PORTION OF BASEMENT THAT DO NOT CONTAIN HABITABLE SPACE OR HALLWAYS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8"-EXCEPTION1. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOORSECTION R307.1 TOILET, BATH AND SHOWER SPACES. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE R307.1. 1. TOILET: MIN 15" FROM WALL OR TUB OR VANITY. . MIN 21" CLEARANCE IN FRONT OF TOILET2. VANITY: MIN 21" CLEARANCE IN FRONT OF VANITYSECTION R308 GLAZING. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATION DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURING'S DESIGNATION SPECIFYING WHO APPLIED DESIGNATION, DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD. R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE AND MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION.2. WHERE THE GLAZING IS ON THE WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR.-EXCEPTION1. DECORATIVE GLASS2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN DOOR AND THE GLAZING3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH4. GLAZING THAT IS ADJACENT TO A FIXED PANEL OF PATIO DOORS,R308.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS.1. THE EXPOSED AREA OF AM INDIVIDUAL PLAN IS LARGER THAN 9 SQUARE FEET2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR: AND4. ONE OR MORE WALKING SURFACE ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING-EXCEPTION1. DECORATIVE GLASS2. WHERE HORIZONTAL RAIL IS INSTALLED.R308.4.5 GLAZING IN WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOL, SAUNAS, STEM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTSIDE POOLS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE THE STANDING OR WALKING SURFACER308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS.GLAZING WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF THE STAIRWAY, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS.-EXCEPTIONS1. WHERE RAILING IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34" TO 38" ABOVE WALKING SURFACE.SECTION R310. EMERGENCY ESCAPE AND RESCUE OPENING. BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING.-EXCEPTION. STORM SHELTERS ANDS BASEMENT USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET.R310.2.1 MINIMUM OPENING AREA: EMERGENCY AND ESCAPE OPENING SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR AREA DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY NORMAL OPERATION FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL NOT BE LESS THAN 24" AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20"R310.2.2 WINDOW SILL HEIGHT. WHERE THE WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THEN 44" ABOVE THE FLOORR310.2.3 WINDOW WELLS: THE HORIZONTAL AREA OF THE WINDOW WELL SHALL NOT BE LESS THAN 9 SQ. FT., WITH THE HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36" THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.-EXCEPTION1. THE LADDER OR STEPS SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6".R310.2.3.1 WINDOW WELLS WITH A VERTICAL STEP GREATER THAN 44" SHALL BE EQUIPPED WITH A PERMANENT LADDER NOT LESS THAN 12" WIDESECTION 311R311.7.1 STAIRWAYS. STAIRWAY ARE TO BE NOT LESS THAN 36" WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. HANDRAILS SHOULD PROJECT MORE THAN 4 1/2" ON EITHER SIDE OF THE STAIRWAY.R311.7.5 HEADROOM. THE HEADROOM IN THE STAIRWAY SHALL BE NOT LESS THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDINGR311.7.3 VERTICAL RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"R311.7.5 THE MAXIMUM RISER IS 7 3/4" WITH A MINIMUM RUN OF 10".R311.7.8 HANDRAILS SHALL BE ON NOT LESS THAN ONE SIDE OF EACH CONTINUES RUN OF TREADSSECTION 314 SMOKE ALARMS. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND UL 217 R314.3 LOCATION1. IN EACH SLEEPING ROOM2. OUTSIDE EACH SEPARATE SLEEPING AREA3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT AND HABITABLE ATTICS4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'-0" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN THAT LOCATION.R314.3.1 SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING AREAS1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE2. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED APPLIANCE3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6'-0" HORIZONTAL FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.SECTION R315 CARBON MONOXIDE ALARMS: SHALL COMPLY WITH UL 2034. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND UL 217R315.2.1 CARBON MONOXIDE SHALL BE PROVIDED IN DWELLING UNITS WHERE EITHER OR BOTH OF THE FOLLOWING CONDITION EXIST:1. CONTAINS A FUEL-FIRED APPLIANCE2. ATTACHED GARAGE WITH AN OPENING THAT COMMUNICATES WITH THE DWELLINGSECTION 317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY.R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE PROVIDING IN THE FOLLOWING LOCATIONS BY USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE.1. WOOD JOIST OR BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12" TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION.2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED GROUND.3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER.4. THE ENDS OF A WOOD GIRDER ENTERING CONCRETE WALLS HAVING CLEARANCE OF LESS THAN 1/2" ON TOPS, SIDES AND ENDS.5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND OR LESS THAN 2" MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER.6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE SLABS.7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN WALL AND THE FURRING STRIP.R317.3.1 FASTENERS OF PRESERVATIVE-TREATED WOOD. FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS.SECTION 401.4 SOIL TEST: WHERE QUANTIFIABLE DATA CREATED BY ACCEPTABLE SOIL SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE BUILDING OFFICIAL SHALL DETERMINE WHETHER A SOIL TEST IS REQUIRED. TABLE R401.4.1CLASS OF MATERIAL LOAD BEARING PRESSURESAND, SILTY SAND, CLAYEY SAND, 2,000 POUNDS PER SQ FTSILTY GRAVEL AND CLAYEY GRAVELCLAYEY, SANDY, SLIGHTY CLAY, CLAYEY SILT, 1,500 POUNDS PER SQ FTSILT, AND SANDY SILT CLAYTHIS DESIGN IS BASED ON 2,000 POUNDS PER SQ FT, UNLESS NOTED OTHERWISE. IT IS THE BUILDER OR HOMEOWNER RESPONSIBLE TO LET PLUM DESIGN SERVICE KNOW IF THE CONDITION IN THE FIELD ARE DIFFERENT.R402.2 CONCRETE: FROM TABLE R402.2-FOUNDATION CONCRETE WALLS SHALL HAVE A MIN. STRENGTH OF 3000 PSI-GARAGE FLOOR SLABS SHALL BE 3,500 PSI -PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER SHALL BE 3,500 psi AT 28 DAYS-BASEMENT SLABS 2,500 PSI (CONCRETE SHALL BE AIR ENTRAINED WITH 5%-7% TOTAL AIR CONTENT).R403 ALL FOOTING SHALL BE PLACED ON UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL. MINIMUM FOOTING TO BE 16" WIDE X 8"DEEP FOR A 2 STORY BUILDING AND 20" WIDE X 8" DEEP FOR A 3 STORY BUILDING (TABLE 403.1) BOTH WITH 2 CONTINUOUS HORIZONTAL #4 REBAR.R403.1.6 ALL ANCHOR BOLTS SHALL BE APPROVED 1/2" IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7" INTO CONCRETE. USE TWO BOLTSPER SILL PLATE WITH BOLTS SPACED AT A MAXIMUM OF 6 FEET ON CENTER WITH A MINIMUM OF ONE BOLT NOT MORE THAN 12 INCHES FROM THE END BUT AT LEAST 3 1/2 INCHES FROM END OF SILL PLATE. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.- ALTERNATE FOUNDATION STRAPS MAY BE USED, SPECIFICATION TO PROVIDE EQUIVALENT ANCHOR TO A 1/2" DIAMETER ANCHOR BOLTS.R404 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN TABLE R404.1.2(3). REFER TO TYPICAL WALLSECTION IN THIS PLAN FOR SPECIFICATION.R406 FOUNDATION WATERPROOFING AND DAMPPROOFINGEXCEPT WHERE REQUIRED IN SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSED INTERIOR SPACES AND FLOORS ABOVE GRADE SHALL BE DAMPPROOFING FROM THE HIGHER OF THE TOP OF THE FOOTING, TO THE FINISHED GRADE.R408 UNDER FLOOR SPACETHE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE JOIST AND THE EARTH UNDER ANY BUILDING SHALL HAVE VENTILATION OPENING THROUGH THE FOUNDATION WALLS OR EXTERIOR WALLS. MIN. NET AREA OF VENTILATION SHALL NOT BE LESS THAN 1 SQ FT FOR EACH 150 SQ FT OF AREA UNDER THE FLOOR.R408.4 ACCESS THROUGH THE FLOOR IS REQUIRED TO BE 18" X 24"FRAMING MATERIALS GRADESA. ROOF, FLOOR, AND WALL SHEATHING: APA RATED SHEATHING. (LEAVE 1/8" SPACING AT PANEL ENDS AND EDGES)B. WALL STUDS: MINIMUM SPF STUD OR DOUGLAS FIR LARCH STUD.C. WALL PLATES: MINIMUM SPF #2 OR BETTER.D. DIMENSIONAL HEADERS: DOUGLAS FIR #2 OR BETTER.E. LVL HEADERS: 2950 Fb/2.0E MINIMUM.F. STEEL ASTM SPECIFICATION A992 GRADE-50 OR EQUAL R502.4 JOIST UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. R502.6 THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON CONCRETE. R502.8 NO CUTS, NOTCHES, AND HOLES BORED INTO TRUSSES, STRUCTURAL COMPOSITE LUMBER, GLUE-LAMINATED MEMBERS, OR I-JOIST ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S RECOMMENDATION OR DESIGN BY PROFESSIONAL. R502.11 WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ANSI/TPI-1. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS FOR WEB BRACING AND MULTI-CONNECTION OF GIRDERS. BSCI SHOULD BE REFER TO FOR HANDLING INSTALLATION AND BRACING OF METAL PLATE TRUSSES. R507.2 EXTERIOR DECKS/DECK LEDGER CONNECTION TO BAND JOIST. DECK LEDGER CONNECTION TO BAND JOIST SHALL BE IN ACCORDANCE WITH THIS SECTION TABLE R507.2 AND R507.2.1, AND FIGURES R507.2.1(1) AND R507.2.1(2)DEFLECTION CRITERIAFLOOR LIVE LOAD L/480FLOOR TOTAL LOAD L/360ROOF LIVE LOAD L/360ROOF TOTAL LOAD L/240WALL H/180ALL BEAMS SUPPORTING FLOOR OR ROOF LOADS ARETO BE DESIGNED WITH THE ABOVE DEFLECTION CRITERIAWIND DESIGNTOPOGRAPHICEFFECTSNONESPECIAL WINDREGIONNONEWIND-BORNEDEBRIS ZONENONECHAPTER 3 (BUILDING PLANNING)SECTION R802.10.2 DESIGN. WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATED WOOD TRUSS SHALL COMPLY WITH ANSI/TP1.R802.10.3 BRACING. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS AND SBCA'S BCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.R802.11.1.1 TRUSS UPLIFT. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL ASSEMBLIES BY CONNECTION CAPABLE OF RESISTING FORCES SPECIFIED ON THE TRUSS DESIGN DRAWINGS.SECTION R806 ROOF VENTILATION. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. REQUIRED VENTILATION OPENINGS SHALL BE DIRECTLY TO THE OUTSIDE AIR.R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION SHALL BE 1/300 (EXCEPTION 1 TAKEN)SECTION R807 ATTIC ACCESS. BUILDING WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREA THAT HAVE A VERTICAL HEIGHT OF 30" OR GREATER.1. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"X30" .2. SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION3. MINIMUM UNOBSTRUCTED HEAD ROOM IN THE ATTIC SPACE SHALL BE 30" MEASURED VERTICALLY FROM BOTTOM OF CEILING MEMBERCHAPTER 4 (FOUNDATIONS)CHAPTER 5 (FLOORS)CHAPTER 6 (WALL CONSTRUCTION)R602..1 SAWN LUMBERSAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY ACCREDITATION AGENCY THAT COMPLIES WITH DOC PS 20R602.3 REFER TO TABLE R602.3(1) THROUGH TABLE R602.3(4) FOR FRAMING MEMBER FASTENINGR602.6 DRILLING AND NOTCHING- REFER TO FIGURE R602.6 (1) AND R602.6 (2)-SEE DETAIL PAGE OF PLAN FOR FIGURES.R602.7 THE ALLOWABLE SPANS OF GIRDERS/HEADERS FABRICATED FROM DIMENSIONAL LUMBER ON EXTERIOR WALLS SHALL NOT EXCEED THE VALUES OF TABLE R602.7(1)R602.8 FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENING (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND ROOF SPACE.R602.10 WALL BRACING. BUILDING SHALL BE BRACE IN ACCORDANCE WITH SECTION OR R602.12 (SIMPLIED METHOD). FROM TABLE R602.10.4.USE CS-WSP BRACING METHOD WITH MIN 3/8" SHEATHING..CHAPTER 7 (WALL COVERING)R702.1 GENERAL INTERIOR COVERING OR WALL FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. INTERIOR MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R703.7.1 FOR SUPPORT AND SECTION R703.7.4 FOR ANCHORAGE. INTERIOR FINISHES AND MATERIAL SHALL CONFORM TO THE FLAME SPREAD AND SMOKE DEVELOPMENT REQUIREMENTS OF SECTION R302.9R703.1 GENERAL: EXTERIOR WALL SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4R303.1.1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED IN SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY.R703.1.2 WIND RESISTANCE. WALL COVERINGS, BACKING MATERIALS AND THEIR ATTACHMENT SHALL BE CAPABLE OF RESISTING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AND R301.2(3).R703.2 WATER-RESISTIVE BARRIER. APPROVED WATER-RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH UPPER LAPPED OVER THE LOWER NOT LESS THAN 2" INCHES. WHERE JOINT OCCUR, LAPPED NOT LESS THAN 6".R703.3 NOMINAL THICKNESS AND ATTACHMENTS. THE MINIMUM THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH TABLE R703.3(1) AND THE WALL COVERING MATERIAL MANUFACTURER'S INSTALLATION REQUIREMENTS.R703.4 FLASHING. APPROVED CORROSION-RESIANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.1. EXTERIOR WINDOWS AND DOORS OPENINGS. (SEE MANUFACTURE OF PRODUCT FOR INSTALLATION DETAILS)2. AT INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS.3. UNDER AND AT ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION6. AT WALL AND ROOF INTERSECTIONCHAPTER 8 (ROOF-CEILING)CHAPTER 9 (ROOF ASSEMBLIES)SECTION 903R903.1 GENERAL. ROOF DECKS SHALL BE COVERED WITH THE APPROVED ROOF COVERING SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISION OF THIS CHAPTER. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURE'S INSTRUCTIONS.R903.2 FLASHING. FLASHING SHALL BE INSTALLED IN MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPING, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE.R903.2.1 LOCATION. FLASHING SHALL BE I INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF OR DIRECTION AND AROUND ROOF OPENINGS.SECTION 905R905.1 ROOF COVERING APPLICATION. ROOF COVERING SHALL BE APPLIED IN ACCORDANCE WITH THE WITH THE APPLICABLE PROVISIONS OF THIS SECTION AND THE MANUFACTURE'S INSTALLATION INSTRUCTIONS.R905.1.1 UNDERLAYMENT. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY, AND CONCRETE TILE, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND METAL ROOF PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS LISTED IN THIS CHAPTER. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WITH ASTM D 226, D 1970, D 4869 AND D 6757SHALL BEAR A LABEL INDICATING COMPLIANCE. UNDERLAYMENT SHALL BE ATTACHED IN ACCORDANCE WITH TABLE R905.1.1(3)R905.1.2 ICE BARRIERS. IF AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG EAVES CAUSING BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED. THE ICE BARRIER SHALL CONSIST OF TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND NOT LESS THAN 24" INSIDE THE EXTERIOR WALL. ON ROOFS OVER 8/12, THE ICE BARRIER SHALL BE APPLIED NOT LESS THAN 36".R905.2 ASPHALT SHINGLES, THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION AND MANUFACTURE'S INSTALLATION.R905.2.2 SLOPE. ASPHALT SHINGLES SHALL BE USED ON ROOF SLOPES OF 2/12 OR GREATER. FOR SLOPES FROM 2/12 UP TO 4/12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905.1.1R905.2.8 FLASHING. FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTIONCHAPTER 10-43REFER TO THE CHAPTERS IN THE IRC 2015 FOR THE DESIGN AND REQUIREMENTS OF THESE ITEMS.CHAPTER 10 CHIMNEYS AND FIREPLACECHAPTER 11 ENERGY EFFICIENCYCHAPTER 12&13 MECHANICAL & GENERAL MECHANICAL SYSTEMS REQUIREMENTSCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCESCHAPTER 15 EXHAUST SYSTEMSCHAPTER 16 DUCT SYSTEMSCHAPTER 17 COMBUSTION AIRCHAPTER 18 CHIMNEYS AND VENTSCHAPTER 19-22 SPECIAL APPLIANCE, WATER HEATERS, HYDRONIC PIPING AND SPECIAL PIPINGCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMSCHAPTER 24 FUEL GASCHAPTER 25-33 PLUMBING RELATED ITEMSCHAPTER 35-43 ELECTRICAL RELATED ITEMSGENERAL NOTES:NOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTION-PLEASE CALL OR SEE OWNER FOR UPDATED PLANS.MISC. SYMBOLSFROST PROOF HOSE BIBFLOOR LINE ABOVESTRUCTURAL BEAM/HEADER OR GIRDER TRUSSLOAD BEARING WALLSOLID BLOCKING FROM CONCENTRATED LOADCONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.0Cover PagePDS 3806Classic BuildersPainted Woods Jackson BaseDRAWING LISTA.0 Cover PageA.1 ElevationsA.2 ElevationsA.3 Foundation PlanA.4 Main Floor PlanA.5 Building SectionsA.7 DetailsA.8 Wall BracingF.1 Floor Covering Main Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"4 / 127' - 0"1251251251259' - 1 1/8"STONE VENEERSTONE CAPT.O. STONET.O. FOUNDATIONWINDOW HDR. HGT.5' - 2"HARDIETRIM 5/4 X 5 1/2"TRIM- GARAGE DOORHARDIETRIM 5/4 X 5 1/2"ON CORNERS- ALL ELEVATIONSHARDIETRIM 5/4 X 3 1/2"AROUND WINDOWS (FRONT ONLY)4 / 124 / 12HARDIEPANEL VERTICAL SIDINGSTUCCO FINISHMain Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"Top of Foundation Wall-0' - 11 3/4"Top of Footing-8' - 11 3/4"8' - 0"11 3/4"9' - 1 1/8"Basement Plan-8' - 7 3/4"4 / 127' - 0"WINDOW HDR. HGT.1251251254 / 12PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 1/4" = 1'-0"A.1ElevationsPDS 3806Classic BuildersPainted Woods Jackson BaseScale: 1/4" = 1'-0"1FRONT ELEVATIONScale: 1/4" = 1'-0"2REAR ELEVATION- SQUARE FOOTAGE OF CLADDING/SIDING IS TAKEN FROM THE EXPOSED SURFACE OF THE WALL. 1. THE AREA INCLUDES SURFACES BELOW DECORATIVE TRIM BOARDS. 2. THE AREA EXCLUDES WINDOW AND DOOR OPENINGS. ESTIMATED AREA - WALL CLADDINGMATERIAL TYPEMATERIALSFMATERIAL%MATERIALELEVATIONHardie Panel - Stucco Finish 228 SF 14.6%Lap Siding - 8" 1330 SF 85.4%106 SF 41.1% FrontHardie Panel - Stucco Finish 149 SF 57.5% FrontLap Siding - 8" 4 SF 1.4% Front Main Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"Top of Foundation Wall-0' - 11 3/4"Top of Footing-8' - 11 3/4"Basement Plan-8' - 7 3/4"1249' - 1 1/8"11 3/4"8' - 0"7' - 0"1245 / 125 / 12124124Main Floor0' - 0"Main Floor Plate Hgt.9' - 1 1/8"Top of Foundation Wall-0' - 11 3/4"Top of Footing-8' - 11 3/4"9' - 1 1/8"11 3/4"8' - 0"Basement Plan-8' - 7 3/4"1245 / 121241241245 / 12ABB5 / 12BBA5 / 124 / 12B5 / 125 / 124 / 124 / 124 / 124 / 12AAAROOF PLAN LEGENDSYMBOL WALL HGT. PITCH OVERHANG HEEL HGT.ALL RAKE OVERHANGS ARE 12" UNLESS NOTED9'-1 1/8" 5/121'-4" 8 5/16"BA 9'-1 1/8" 4/12 1'-4" 7"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.2ElevationsPDS 3806Classic BuildersPainted Woods Jackson BaseScale: 3/16" = 1'-0"1LEFT ELEVATIONScale: 3/16" = 1'-0"2RIGHT ELEVATIONScale: 3/16" = 1'-0"3ROOF PLANESTIMATED ROOF SF2273 SF- SQUARE FOOTAGE OF ROOF IS TAKEN FROM THE EXPOSED SURFACE OF THE ROOF. 1. THE AREA EXCLUDES SHEATHED SURFACES BELOW VALLEY. 2. NO WASTE FACTOR HAS BEEN INCLUDED UP 14 R.COCOSDCOUP 14 R.S.P.FDFURN.W.H.9 1/2" LP 20I-JOISTS @ 16" 0/C9 1/2" LP 20I-JOISTS @ 16" 0/C9 1/2" LP 20I-JOISTS @ 16" 0/CUNEXCAVATEDUNEXC.9' - 0"5' - 0"8' - 0"11' - 0"29' - 0"DDADC10' - 6"3 1/2"7' - 11 3/4"3 1/2"20' - 11 1/4"DDA1A.551' - 0"13' - 4"13' - 3 1/2"5 1/2"5' - 0"3 1/2"13' - 7 1/2"22' - 0"27' - 0"2' - 0"5' - 8"3 1/2"3' - 8"5 1/2"16' - 11"D123' - 0"OPT. BTHRM.7'-9 1/2"TILE FLR9 1/2" LP 20I-JOISTS @ 16" 0/C4' - 0"5' - 0"17' - 7 1/2"5 1/2"BSTORAGE7'-9 1/2" CLGCONC.51' - 0"D123' - 0"C2A.57' - 3 1/2"6' - 4"3A.59' - 11 1/2"13' - 0"5' - 0"22' - 0"7' - 6"3 1/2"3' - 10"3 1/2"5' - 0"2' - 10"16' - 4"2' - 10"40' - 0"D9' - 4"9' - 4"5' - 0"46' - 0"5' - 8"3 1/2"3' - 8"5 1/2"16' - 11"OPT. FAMILY RM.7'-9 1/2" CLGCARPETD255' - 0"OPT. WET BARBasement Egress(2) 2X10 SYP #2 TRD. BEAM18" DIA. ROUND PIERBELOW FROST LINE2X10 TREATED DECKJOISTS @ 16" 0/C1' - 6"8' - 6"10' - 0"1' - 6"8' - 0"1' - 6"11' - 0"CANT. ABOVE2-8 X 5-0TUB/SHOWER4-0 VAN.D92' - 4"2-4 x 6-85-0 X 6-8CLO.OPT. BDRM. 47'-9 1/2"CARPETBAR FRIDGESINK W/ STEM GLASS HOLDER ABOVECBasement Egress22' - 4"6' - 8"CANTILEVER ABOVEB.P.B.P.WALL FRAMING ABOVE11' - 5"3 1/2"2' - 1"3 1/2"25' - 11"2X6 BEARING WALLTO NOSING(1) 9 1/2" DROPPED LVL(1) 9 1/2" FLUSH LVL(2) 9 1/2" FLUSH LVL9 1/2" LP 20I-JOISTS @ 12" 0/CHDR.F440' - 0"4' - 0"4' - 0"1 1/2"BELOW FROSTTOP OF FOUND.DROP CONCRETE WALLFOR GARAGE DOORABGARAGE SLABCGARAGE SLABTOP OF FOUND.1' - 4"1' - 4"1' - 4"8"4' - 0"BELOW FROSTVERIFY CONCRETE WALLHEIGHT IN FIELD PER SITEDFGBELOW FROSTE1' - 4"1' - 4"1' - 4"8"4' - 0"7' - 9 1/2"8"8' - 0"8"8' - 0"712 SFBasement- OptionalFinished656 SFBasement-UnfinishedPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.3Foundation PlanPDS 3806Classic BuildersPainted Woods Jackson BaseScale: 1/4" = 1'-0"1Basement PlanWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2-SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660-SH 3' - 0" 5' - 0" 7' - 0" Meets EgressC 2 Basement Egress 7' - 0" Provided by concrete companyScale: 3/8" = 1'-0"2FOUNDATION SECTIONSDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 S606 3' - 2 1/2" 6' - 11 1/4" Therma Tru S606-Entry DoorD2F 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 8-0 Colonial - Prairie 1 16' - 3" 8' - 1 1/2" Overhead Garage DoorD9 7 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 3 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D14 2 5-0 X 6-8 5' - 1 1/2" 6' - 10" Bi Fold DoorD25 1 (2) 2-6 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD80 1 Prairie 1 Door PanelCONCRETE SCHEDULE (4"...LOCATIONSQUAREFEETAREACUBICYARDSFloor: Front Porch 25 SF 0.3 CYFloor: Garage Slab 453 SF 5.6 CYFloor: Basement Slab 1255 SF 15.5 CYAREA SCHEDULENAME SQ FTBasement- Optional Finished 712 SFMain Floor 1374 SF2086 SFBasement-Unfinished 656 SFGarage 473 SFPorch 25 SF1154 SFGrand total: 5 3240 SFGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDFOOTING SCHEDULEMARK DIMENSIONS REINFORCEMENT NOTESF4 36" x 36" x 12" #4's @ 7" O.C. E/W (5) min. DWREF.DN 14 R.DNDWCOSDSDCOSDDN 14 R.40' - 0"A22" x 30"SHUTTLE OPENINGDINING RM.9'-1 1/8" CLG.LAMINATEKITCHEN9'-1 1/8" CLG.LAMINATELIVING RM.TRAY CLG.CARPETMSTR. BDRM.TRAY CLG.CARPETMSTR. BATH9'-1 1/8"VINYLLNDRY.9'-1 1/8"VINYLENTRY9'-1 1/8"VINYLBDRM. 39'-1 1/8" CLG.CARPETBDRM. 29'-1 1/8" CLG.CARPETBTHRM.9'-1 1/8"VINYLCLOSETCLOSETW.I.C.10' - 6"3 1/2"5' - 0"3 1/2"10' - 3"3 1/2"19' - 4 1/2"8' - 0 1/2"5' - 0"9' - 0"10' - 1 1/2"3 1/2"2' - 1"3 1/2"5' - 1"3 1/2"10' - 5"3 1/2"5' - 4"3 1/2"5' - 6"10' - 1 1/2"3 1/2"2' - 7"3' - 6"3 1/2"6' - 8 1/2"6' - 5 1/2"3 1/2"3' - 6"5' - 1 1/2"5' - 1 1/2"6' - 6"3' - 7 1/2"GARAGED2F2' - 8"D102' - 6"D102' - 6"D102' - 6"D92' - 4"D13' - 0"A2' - 6"9' - 4"6' - 8"ROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/C8' - 11 1/2"3 1/2"3' - 3"3 1/2"5' - 1"5 1/2"D145' - 0"16' - 0"D4D92' - 4"D112' - 8"14' - 10 1/2"2' - 6"3 1/2"6' - 5 1/2"3 1/2"3' - 6"3 1/2"5' - 0"3 1/2"1' - 6"1A.52' - 8"2' - 6"21' - 8"11' - 0"5' - 2"5' - 4"18' - 6"BB40' - 0"D36' - 0"(TYP.)2' - 4"13' - 3"3 1/2"3' - 6 1/2"3' - 11 1/2"3 1/2"5' - 2"5 1/2"2' - 6"7' - 9"3 1/2"5' - 4"3 1/2"5' - 6"2' - 6"2' - 6"5' - 0"4' - 0"13' - 0"5' - 0"22' - 0"D92' - 4"A.4211' - 0"11' - 0"2A.53A.551' - 0"D92' - 4"D92' - 4"6' - 5"26' - 8 1/2"3 1/2"13' - 0"D145' - 0"12' - 6"3 1/2"6' - 2"7' - 9"3 1/2"3' - 3 1/2"3 1/2"1' - 8"3 1/2"1' - 8"3 1/2"5' - 6"LIN.LIN.A13' - 5"3 1/2"13' - 3"D92' - 4"3' - 8 1/2"4' - 4"CLOSET4"5' - 0"46' - 0"10' - 0"22' - 0 1/2"26' - 11 1/2"2' - 0"3660-SH3660-SH3660-2-SH3660-2-SH3660-2-SHDECK4' - 0"6' - 6"4' - 0"3' - 0"CAPPED HALF WALL5'-0"X3'-0"SHOWER5'-0" VANITYSTEPSFLUSH COUNTER1' - 6"1' - 0"9'-1 1/8"9'-9 1/8"+ 8"2-8 X 5-0TUB/SHOWER3-0 VAN.4" CONC. SLAB SLOPING TOWARDS DOOR(1) 3/12" X 9 1/2" LSL / 2JS(1) 3/12" X 9 1/2" LSL - 2JS/2KS(1) 3/12" X 9 1/2" LSL - 2JS/2KS(2) 2X10(1) 3 1/2" X 11 7/8" LSL HDR.51' - 0"DIRECT VENT FIREPLACE*VERIFY FINAL DESIGN WITH BUILDER*VERIFY FINAL DESIGN WITH BUILDER5' - 6"5' - 6"10-0 X 11-0ROOF GIRDERROOF TRUSSES@ 24" O/CROOF GIRDERROOF GIRDERROOF TRUSSES@ 24" O/C9'-1 1/8"10'-1 1/8"+ 12"11' - 1"(TYP.)2' - 4"2' - 4"10' - 8 1/2"AD13' - 0"D102' - 6"D92' - 4"D102' - 6"3 1/2"5' - 0"3 1/2"10' - 0"6"D92' - 4"6"8' - 5 1/2"3 1/2"3' - 3"3 1/2"5' - 1"3 1/2"6"9' - 7 1/2"3 1/2"2' - 1"6"5' - 0"4"0"D145' - 0"3 1/2"5' - 0"3 1/2"3' - 6"3 1/2"6' - 2 1/2"6"6 1/2"5' - 1 1/2"6 1/2"3 1/2"2' - 8"3 1/2"5 1/2"3' - 3"5 1/2"3' - 10"6"5"2' - 6"4"3 1/2"5' - 0"3 1/2"1' - 0"6"2' - 0"3 1/2"6' - 2 1/2"6"2' - 6"2' - 6"6' - 0"3' - 7 1/2"6"8' - 5 1/2"3 1/2"3' - 3"6"3 1/2"2' - 8"3 1/2"4 1/2"2' - 6"2' - 1 1/2"CLOSET3660-2-SH1374 SFMain Floor473 SFGarage25 SFPorchPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.4Main Floor PlanPDS 3806Classic BuildersPainted Woods Jackson BaseScale: 1/4" = 1'-0"1Main Floor PlanWINDOW SCHEDULEWINDOWID QTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2-SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660-SH 3' - 0" 5' - 0" 7' - 0" Meets EgressC 2 Basement Egress 7' - 0" Provided by concrete companyDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 S606 3' - 2 1/2" 6' - 11 1/4" Therma Tru S606-Entry DoorD2F 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 8-0 Colonial - Prairie 1 16' - 3" 8' - 1 1/2" Overhead Garage DoorD9 7 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 3 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D14 2 5-0 X 6-8 5' - 1 1/2" 6' - 10" Bi Fold DoorD25 1 (2) 2-6 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD80 1 Prairie 1 Door PanelScale: 3/8" = 1'-0"2ENLARGED ENTRYGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDAREA SCHEDULENAME SQ FTBasement- Optional Finished 712 SFMain Floor 1374 SF2086 SFBasement-Unfinished 656 SFGarage 473 SFPorch 25 SF1154 SFGrand total: 5 3240 SF 9' - 1 1/8"10 1/4"7' - 9 1/2"9' - 11 1/2"10' - 11 3/4"10' - 1 1/2"3 1/2"2' - 1"3 1/2"6' - 5"9' - 4 1/2"3 1/2"5' - 4"3 1/2"5' - 6"MIN. HEAD HGT.6' - 8"18' - 9 1/4"3 1/2"20' - 11 1/4"40' - 0"3' - 1 1/4"7 7/16" RISERUN.10"1" NOSINGTO NOSING8 5/16" HEEL2' - 10"10' - 8 1/2"21' - 5 1/2"CANT. TRUSSES5' - 0"3' - 1 1/4"35' - 0"5' - 0"124HEEL7"HEEL7"13' - 8 1/2"2' - 4"8' - 1"2' - 10"27' - 0"1248"9' - 1 1/8"1/2" OSB W/ 30# ROOFING PAPER & ASPHALT SHINGLESSOFFIT FRAMING MATERIAL AS REQ.2X6 SUB FASCIALAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-13 INSULATIONMOISTURE BARRIER ALL EXT. WALLSTRUSS ROOF BYMANUF. @ 24" O.C.1/2" GYP. BOARD2X4 BOTTOM PLATE2X6 TREATED SILL PLATE W/ SEALERAND 1/2" ANCHOR BOLTS @ 72" O.C. MAX.EMBEDDED 7". USE 2 BOLTS PER SILL PLATEW/ BOLTS PLACED AT 12" FROM EACH END OFSILL PIECE. FOUNDATION ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENTANCHORAGE TO 1/2" DIA. ANCHOR BOLTS MAY BE USED.PROVIDE ADEQUATE WATERPROOFING8" POURED CONCRETE FOUNDATION WALLVERTICAL STEEL: #6 @ 48" O.C. ON 8'-0"#4 @ 20" O.C ON 9'-0" & 10'-0" TALL WALLSREFER TO IRC 2006 TABLE R404.1.(5). HORIZ. STEEL: #4 @ 1'-6", 4'-0", AND 6'-6" OFF FOOTING (SPLICING AS NECESSARY, MIN 12" OVERLAP). 9'-0" & 10'-0": (4) #4 BARS SPACED EQUALLYTYPICAL 16" X 8" CONC. FTG.W/ 2 #4 HORZ. RODS CONTINUOUSSPLICING AS NECESSARY ONUNDISTURBED SOIL OR EQUAL4" CONC. FLOOR SLAB3/4" T&G SUB FLOOR (GLUED AND NAILED/SCREW)(2) 2X4 TOP PLATES5/8" GYP. BOARDFLOOR SYSTEM PER MANUF.8' - 0"9' - 1 1/8"4" DRAIN TILE IN PEA GRAVEL BED RUN TO PUMPGUTTER APRONGUTTER PER MANF.INSULATION AT EXTERIOR WALLSMIN.0' - 6"GRADEPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.5BuildingSectionsPDS 3806Classic BuildersPainted Woods Jackson BaseScale: 3/8" = 1'-0"1STAIR SECTIONScale: 1/4" = 1'-0"2FAMILY ROOMScale: 1/4" = 1'-0"3MASTER BEDROOMScale: 1/2" = 1'-0"42x4 F8 M8 2' - 6"22" X 30" MINIMUM CLEARANCE REFER TO IRC 807.1MINIMUM CLEARANCE IS MEASURED FROM THE TOP OF THE BOTTOM CHORD TO BOTTOM OF THE TOP CHORD1' - 10 1/2"1' - 0"MINIMUM.BETWEEN TRUSSESROOF TRUSS PER MANUFACTUREGYPSUM BOARDINSULATION1/2" OSB1/2" GYPSUM BOARD2X4 FRAMINGSIDE VIEWEND VIEWEXTERIOR SHEATHINGWATER-RESISTIVE BARRIER-PLACE OVER FLASHING SELF-ADHERED BITUMINOUS MEMBRANE- MIN. 6" ABOVE LEDGER BOARD TO TOP OF FOUNDATION WALL.CONTINUOUS FLASHING ON TOP OF LEDGER BOARD/JOISTAT LEAST 3" PAST HANGER2X LEDGER BOARD-MIN. SAME SIZE AS DECK JOIST AND NO GREATER THAN BAND JOISTJOIST HANGER1/2" DIA. LAG SCREW WITH WASHER OR THROUGH BOLTS WITH WASHER, PLACED A MIN. OF 2" FROM TOP AND BOTTOM EDGES. DESIGN OF SPACING IS BY OTHERS.DECK JOISTFOUNDATION WALLEXTERIOR SIDINGBAND JOIST.- MIN. 1 1/8" THICKFLOOR JOIST-SEE PLANTABLE R507.2DECK LEDGER CONNECTION TO BAND JOIST/SIMPSON STRONG TIE SDWS SCREWSLOADING: DECK LIVE LOAD 40 PSF/ DECK DEAD LOAD 10 PSF1/2" LAG SCREWSSIMPSON SDS22400DBSIMPSON SDS22400DBCONNECTION DETAILMAXIMUM DECK JOIST SPANUP TO 6'-0" UP TO 8'-0" UP TO 10'-0" UP TO 12'-0" UP TO 14'-0" UP TO 16'-0" UP TO 18'-0MAXIMUM ON CENTER SPACING OF FASTENERS (STAGGER IN 2 ROWS)LEDGER BOARD SIZE2X SYP1 1/8 OSB RIM/1 1/4" LSL RIM2X SYP30 23 18 15 11 1016 12 1076 522 16 13 11981387MIN EDGE DISTANCEMIN END DISTANCE1 7/16"6"1 7/16"6"2" 2"TOP PLATESBORED HOLE MAX. DIAMETER 40 PERCENT OF STUD DEPTH ON EXTERIOR WALLS AND INTERIOR BEARING WALLS.(60 PERCENT ON INTERIOR NON BEARING WALLS)5/8 INCH MINIMUM TO EDGESTUDNOTCH MUST NOT EXCEED 25 PERCENT OF STUD LENGTH ON EXTERIOR WALLSAND INTERIOR BEARING WALLS. (40 PERCENT OF STUD DEPTH ON INTERIOR NON BEARING WALLS)BORED HOLES SHALL NOT BE LOCATEDIN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD. (ALL WALLS)IF HOLE IS BETWEEN 40 PERCENT AND 60 PERCENTOF STUD DEPTH, THAN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLE AND SO BORED. (EXTERIOR WALLS AND INTERIOR LOAD BEARING ONLY)5/8 INCH MINIMUM TO EDGEFIGURE R602.6(1) AND R602.6(2) IRC 2015FIGURE R602.6.116 GAGE AND 1.5 INCH WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE NOTCH WITH 8-16D NAILS EACH SIDE. EXTERIOR OR INTERIOR BEARING WALLS ONLY. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING.PIPE OR DUCTWORKNOTCH GREATER THAN 50PERCENT OF THE PLATE WIDTH1' - 0"OR LESSDRIP EDGECONTINUOUS 2X6 MATERIALWITH SOLID BLOCKING @ 24" O.C.SOFFIT MATERIAL5/4" X2" SIDING TRIM ORSEE ELEVATION5/4"X8" RAKE BOARDEXTERIOR LAP SIDINGEXTERIOR SHEATHINGGABLE END TRUSSROOF SHEATHINGGABLE END BRACING(DESIGNED BY OTHERS)2X BLOCKINGROOF TRUSS2' - 0"MAX.INTERIOR FRAMING PARTITION2X4 FLAT BLOCKINGINSULATION2X4/2X6 EXTERIORWALL FRAMINGDOUBLE 2X4/2X6TOP PLATESINGLE 2X4/2X6 BOTTOM PLATE2X4 FLAT BLOCKING2X4/2X6 EXTERIOR WALL2X6 WALL STUDS@ 16" O/C2X6 END WALL STUD2X4 BACKER BOARD FOR SIDING CORNER BOARD2X6 DRYWALL BACKING STUDINTERIOREXTERIOR2X62X62X62X4SIDING CORNERBORDCORNERBOARD NAILEREXTERIOR SHEATHING2'-0" MIN.OPERABLE WINDOWOPERABLE WINDOWTOP OFFINISHED FLOOR(EXAMPLE: TILE, HARDWOOD, CARPET, ETC.)LOWEST POINT OF CLEAR WINDOW OPENINGGRADER312.2 APPLIES TO WINDOWGREATER THAN 6'-0"LESS THAN 6'-0"EXCEPTION:IF WINDOW WELL EXIST BELOW WINDOW, HEIGHT IS TAKEN FROM BOTTOM OF WINDOW WELLR312.2.1 WINDOW SILLSIn dwelling units, where the top of sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operablewindow shall comply with on of the following:1. Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position.2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 20903. Operable windows that are provided with opening control devices that comply with Section R312.2.2R312.2.2 Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of thewindow unit to less than the area required by Section R310.2.1NO MINIMUM REQUIREMENTSSECTION 310 -IRC 2015EGRESS WINDOW REQUIREMENT44" MAXIMUM SILL HEIGHTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(2)2X6 TOP PLATES 1/2" GYP BOARDROUGH OPENINGWINDOW FRAMEWINDOW FRAMEROUGH OPENINGWINDOW HEADJAMBWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION AND FLASHING(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CJAMBEXTERIOR TRIM PER ELEVATIONSWINDOW DETAILSWILL VARY WITHMANUFACTURERINTERIOR TRIMINTERIOR TRIMTYPICAL HDR:1-KS (KING STUD)1-JS (JACK STUD)SEE FLOOR PLAN FOR CHANGESKJKJSEE WINDOW SCHEDULET.O. ROUGH OPENINGWINDOW HDR. HGTTRUSS HEEL5/8" CLG. GYP BOARDCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGCAULKING/SEALANT WITH BACKER RODFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGFLOOR SYSTEM(2)2X6 TOP PLATES 1/2" GYP BOARD1/2" EXT. SHEATHING5/8" CLG. GYP BOARD3/4" SUB FLOORWINDOW FRAMEROUGH OPENINGWINDOW HEADWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CREFER TO PLANRIM BOARD(1)2X6 SILL PLATEBATT INSULATIONBATT INSULATIONEXTERIOR TRIM PER ELEVATIONSSIDING MATERIAL-SEE BUILDERINTERIOR TRIMINTERIOR TRIMT.O. ROUGH OPENINGWINDOW HDR. HGTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(1)2X6 SILL PLATE PAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHINGCAULKING/SEALANT WITH BACKER RODCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE SILLDRAIN AWAY FROM WINDOWRAINSCREEN MAT(RECOMMENDED)**SEE STONE MANUFACTURE FOR INSTALL DETAILSFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIEROVER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE VENEER CAPRAINSCREEN MAT(RECOMMENDED)DRIP CAPSTONE VENEERBEAM- SEE PLAN6X6 POSTMIN.2 1/2"(2) 1/2" DIAMETERTHROUGH BOLTS WITH WASHERSAPPROVED POST CAPNOTCH BEAM SUPPORT METHOD FOR 2-PLY MEMBERSALTERNATE SUPPORT METHOD FOR 3-PLY MEMBERSAPPROVED POST BASECONCRETE FOOTINGHURRICANE TIEDECK BOARDSINVERTED FLANGE HANGERDECK BEAMDECK JOIST6X6 POST CONTINUOUS TO ROOF BEAMALTERNATE SUPPORT CONNECTION FOR COVERED DECKSLOPE AWAY FROM POST AT 1/12SEE PLANMIN. 42" BELOW GRADE1/2" OSB/GYP BOARD BEHIND ALL EXTERIOR TUBFROM FLOOR TO UNDERSIDE OFTUB SURROUND FOR BLOWN INSULATION.DRYWALL ONLY ABOVE TUB UNIT. TUB / SHOWER UNIT PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.7DetailsPDS 3806Classic BuildersPainted Woods Jackson BaseScale: 3/8" = 1'-0"4ATTIC ACCESS OPENING2Scale: 1" = 1'-0"2DECK LEDGER CONNECTION2Scale: 3/8" = 1'-0"7NOTCHING AND BORING HOLELIMITATIONS1Scale: 3/4" = 1'-0"10RAKE OVERHANG-WOOD1Scale: 3/4" = 1'-0"6EXTERIOR WALL LADDER1Scale: 3/4" = 1'-0"1TYPICAL EXTERIORWALL CORNERS1Scale: 3/8" = 1'-0"52015 IRC R612 WINDOW FALLPROTECTIONScale: 1" = 1'-0"13TYPICAL EXTERIOR HEADERScale: 3/4" = 1'-0"3DECK-POST CONNECTION1Scale: 1/2" = 1'-0"9Bath Tub-OSB Insulation1 --FASTENER SCHEDULE FOR INTERIOR BRACED WALL LINES (BWL) - NOTED ON PLANMETHOD GB - BOTH SIDES GYP - 7" EDGES (INCLUDING TOP & BOTTOM PLATES) & 7" FIELDMETHOD WSP - 1 SIDE OSB/PLYWOOD - 6" EDGES & 12" FIELD, 1 SIDE GYPEXTERIOREXTERIORINTERIORINTERIORCS-PF1CS-WSPCS-PF1CS-PF2CS-WSPCS-PF2SINGLE PORTALDOUBLE PORTALSINGLE PORTALDOUBLE PORTAL--NOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANPFH1PFH2PFH1SINGLE PORTALDOUBLE PORTALNOTED ON PLANNOTED ON PLANNOTED ON PLANMIN 7/16" OSB SHEATHING-SEE APA DETAILS2X4 GARAGE DOOR TRACK BLOCKING2x6 JAMBWOOD OR ALUMINUM WRAPFINISH-SEE BUILDERMIN. (2) 2X JACK STUDSROUGH OPENING- SEE DOOR SCHEDULEPER BRACING METHODSEE MIN WIDTH FORMIN LENGTH FOR CONTINUOUS SHEATHING - PORTFAL FRAME (CS-PF)PER TABLE R602.10.5(HEIGHT TAKEN FROM TOP OF FOUNDATION WALL TO TOP PLATES OF GARAGE WALL)8'-0" WALL = 16"9'-0" WALL = 18"10'-0" WALL = 20"11'-0" WALL = 22"12'-0" WALL = 24"MIN. 2'-0" OSB RETURN ON THE CORNER OR HOLD DOWN. SEE DETAIL 1/FIGURE 602.10.7 (2) 1/2" CONCRETE ANCHOR BOLTS MIN 7" EMBEDMENT W/ 2"X2"X3/16" WASHERMIN. 1/2" GYP ON INTERIOR WALLSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.8Wall BracingPDS 3806Classic BuildersPainted Woods Jackson BaseScale: 1/4" = 1'-0"2BRACED WALL PANELCONNECTIONScale: 1/4" = 1'-0"1CS-END CONDITIONSScale: 1/4" = 1'-0"4BRACING METHOD CS-PFScale: 1/4" = 1'-0"3BRACING METHOD PFHScale: 1" = 1'-0"5GARAGE DOOR JAMB - BRACINGMETHOD CS-PFScale: 1/4" = 1'-0"6BRACING METHOD CS-WSP DWREF.DN 14 R.DWUP 14 R.184 SF185 SF160 SF70 SF50 SF49 SF122 SF24 SF119 SF66 SF55 SF34 SF55 SFDINING RM.KITCHENLIVING RM.MSTR. BDRM.HALLWAY 2HALLWAY 1LNDRY.W.I.C.BTHRM.ENTRYBTHRM.BDRM. 3BDRM. 240 SF382 SF28 SFOPTIONAL FAMILY RM.OPTIONAL BTHRM.18 SFOPTIONAL WET BARSTAIR LANDINGOPTIONAL BDRM. 4154 SFPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 1/4" = 1'-0"F.1Floor CoveringPDS 3806Classic BuildersPainted Woods Jackson BaseScale: 1/4" = 1'-0"1Main FloorScale: 1/4" = 1'-0"2Basement Plan NOT FOR CONSTRUCTIONTHESE ARE PLANS ARE CONCEPTIONAL PLANS AND HAVE NOT BEEN APPROVED AS A BID SET OR FOR CONSTRUCTIONMISC. SYMBOLSFROST PROOF HOSE BIBFLOOR LINE ABOVESTRUCTURAL BEAM/HEADER OR GIRDER TRUSSLOAD BEARING WALLSOLID BLOCKING FROM CONCENTRATED LOADCONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.ABBREVIATIONSADJ ADJUSTABLEAWN. AWNINGBTM. BOTTOMBSMT. BASEMENTBTW. BETWEENCA CASEMENTCANT. CANTILEVERCAB. CABINETC CENTER LINECLG CEILINGC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETED DRYERDIA. DIAMETERDN DOWNDH DOUBLE HUNGDW DISHWASHERF.D. FLOOR DRAINFLR. FLOORFT. FEETFURN. FURNACEHDR. HEADERHDWD HARDWOODINSUL. INSULATIONJST. JOISTLVL LAMINATED VENEER LUMBERLIN. LINENMAX. MAXIMUMMIN. MINIMUMO/C ON CENTERO.H.D. OVERHEAD DOOROPNG. OPENINGPED. PEDESTALN.T.S. NOT TO SCALEREF REFRIGERATORREQ REQUIREDRO ROUGH OPENINGRM ROOMSH SINGLE HUNGS & R SHELF AND RODS.F. SQUARE FEETS.P. SUMP PITSTL STEELTYP. TYPICALTRANS. TRANSOMUNEX. UNEXCAVATEDVAN. VANITYW WASHERW/ WITHW.H. WATER HEATERLELECTRIC SYMBOLSRBMPCSMOKE/HEAT DETECTORLIGHT WITH E. FANEXHAUST FANCABLE OUTLETPHONE OUTLET240 VOLT RECEPTACLEDUPLEX RECEPTACLE OUTLETSINGLE RECEPTACLE OUTLETDIMMER SWITCHSINGLE POLE SWITCHGARAGE DOOR OPENERELECTRIC PANELCEILING MOUNTED LIGHTWALL MOUNTED LIGHTRECESSED LIGHTFLUORESCENT LIGHTDMBAR LIGHTW.M. MOTION DETECTOR LIGHTPULL CHAIN LIGHT3THREE WAY SWITCHA. ALL CONSTRUCTION AND MATERIALS SHALL MEET OR EXCEED IRC 2015. LOCAL BUILDING CODES MAY HAVE DIFFERENT SPECIFICATIONS AND REQUIREMENTS THAN WHAT IS LISTED IN THE IRC 2015, THESE LOCAL REQUIREMENTS WILL SUPERSEDE THE IRC 2015. SEE THE LOCAL BUILDING DEPARTMENT FOR CHANGES.B. CONTRACTOR TO CONFIRM THE SIZES, SPACING AND SPECIES OF LUMBER OF ALL STRUCTURAL AND FRAMING MEMBERS. ANY STRUCTURAL AND FRAMING MEMBERS NOT INDICATED ARE TO BE SIZED BY OWNER/CONTRACTOR.C. THE OWNER/CONTRACTOR IS RESPONSIBLE FOR PREVENTIVE MEASURE OF THE BUILD UP OF MOISTURE OR MOLDD. ALL PRODUCTS ARE TO BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATIONS.E. ALL MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS ARE TO BE DESIGNED BY OTHERS.F. ALL EXTERIOR STAIRS ARE SHOWN FOR CONCEPT, FINAL DESIGN DETERMINE ON SITE FOR FINAL GRADE.G. THE FOLLOWING CODE INFORMATIONS IS INTENDED TO ASSIST AND INFORM YOU THROUGH CONSTRUCTION. THIS PROJECT HAS BEEN DRAWN TO PRESCIBE TO INDUSTRY STANDARDS.A. BUILDING AND STRUCTURES, AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS, AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE (R301.1)B. TABLE 301.2(1) IRC 2015. VALUES BASED FROM THE CITY OF DES MOINES, IOWA.GROUNDSNOWLOADSPEED(mph)SEISMICDESIGNCATEGORYSUBJECT TO DAMAGE FROMWEATHERINGFROST LINEDEPTHTERMITEWINTERDESIGN TEMP.ICE BARRIERUNDERLAYMENTREQUIREDFLOODHAZARDSAIRFREEZINGINDEXMEANANNUALTEMP30 PSF115ASEVERE42"MODERATE-HEAVY-0 FMARCH1984183348.6 FYESC. MINIMUM LIVE LOADS. (R301.5) IRC 2015UNHABITABLE ATTIC WITH LIMITED STORAGE 20 PSFUNHABITABLE ATTIC WITHOUT STORAGE 10 PSFHABITABLE ATTIC AND SERVED WITH FIXED STAIRS 30 PSFDECKS AND EXTERIOR BALCONIES 40 PSFGUARDRAIL AND HANDRAILS 200 PSFROOM OTHER THAN SLEEPING ROOMS 40 PSFSLEEPING ROOMS 30 PSFSTAIRS 40 PSFD. DEAD LOADS ADDITIONAL OR CHANGES TO MATERIAL NEEDS TO BE ADJUSTED TO THE BELOW CALCULATIONS.FLOOR-TOP CHORDROOF-TOP CHORDSCARPET AND PAD 1.5 PSF ROOFING-SHINGLES(220 LBS) 2 LAYER 4.40 PSF3/8" CERAMIC TILE/ 1/2" BACKER BD. 10 PSF 30 LBS. FELT 0.30 PSF3/4" HARDWOOD FLOOR 4.0 PSF 1/2" OSB OR COM PLYWOOD 1.65 PSFSUBFLOOR-3/4" OSB OR COM-PLYWOOD 2.0 PSF 1/2 ROOF TRUSS-2X4 1.10 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF CORRECTION FOR SLOPE (12/12) 1.55 PSFTOTAL WITH CARPET/PAD5.5 PSFTOTAL9.00 PSFTOTAL WITH TILE/BACKER BD.13.5 PSFTOTAL WITH HARDWOOD FLOOR7.5 PSFROOF-BOTTOM CHORDS1/2 ROOF TRUSS-2X4 1.10 PSFFLOOR-BOTTOM CHORD5/8" GYPBOARD 2.8 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF MINIMUM FOR MISC MECHANICAL/ELEC. 1.5 PSF5/8" GYPBOARD 2.8 PSF 16" BATT/BLOWN INSULATION 1.60 PSFMINIMUM FOR MISC MECHANICAL/ELEC. 0.7 PSFTOTAL5.0 PSFTOTAL7.00 PSFMINIMUM ROOF LIVE LOADS(R301.6)IRC 2015ROOF TRUSS LIVE LOAD(Lr) 20 PSFGROUND SNOW(Pg) 30 PSFFLAT ROOF SNOW (Pf) 24 PSFTHERMAL CONDITION Ct = 1.0TERRAIN EXPOSURE BDURATION OF LOAD-SNOW 1.15UNBALANCED AND SNOW DRIFT LOADINGACCORDING TO ASCE/SEI 7-10WIND DESIGN METHOD: MWFRS/C-C HYBRID ACSE/SEI 7-10EXPOSURE CATEGORY BDURATION OF LOAD-WIND 1.60SECTION R303: LIGHT AND VENTILATION IN HABITABLE ROOMS, PROVIDE NATURAL LIGHT AND VENTILATION WITH OPERABLE WINDOWS. WINDOW GLAZING SHALL NOT BE LESS THAN 8% OF THE FLOOR AREA OF EACH ROOM. 1/2 THE REQUIRED WINDOW AREA SHALL BE OPERABLE TO THE EXTERIOR FOR NATURAL VENTILATION. R303.3 BATHROOMS MAY HAVE AN OPERABLE WINDOW OF 3 S.F. IN AREA. - EXCEPTION:1. BATHROOM AND WATER CLOSET MAY BE VENTILATED WITH EXHAUST FANS AND ARTIFICIAL LIGHT.SECTION R304: THE MINIMUM AREA OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 70 SQ. FEET, EXCEPT KITCHEN. R304.2 THE MINIMUM LENGTH OR WIDTH OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 7'-0"SECTION R305: CEILING HEIGHT HABITABLE SPACE, HALLWAYS, AND PORTION OF THE BASEMENT CONTAINING THESE SPACES SHALLHAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILER ROOM, AND LAUNDRY ROOMS SHALL HAVE A CEILING HGT OF NOT LESS THAN 6'-8"-EXCEPTION 1. FOR ROOMS WITH SLOPED CEILING, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 5'-0" AND NOT LESS THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING OF LESS THAN 7'-0"2. THE CEILING ABOVE A BATHROOM AND TOILET ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8" ABOVE THE AREA OF NOT LESS THAN 30"X30" AT THE SHOWERHEAD.3. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOOR.R305.1.1 BASEMENT PORTION OF BASEMENT THAT DO NOT CONTAIN HABITABLE SPACE OR HALLWAYS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8"-EXCEPTION1. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOORSECTION R307.1 TOILET, BATH AND SHOWER SPACES. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE R307.1. 1. TOILET: MIN 15" FROM WALL OR TUB OR VANITY. . MIN 21" CLEARANCE IN FRONT OF TOILET2. VANITY: MIN 21" CLEARANCE IN FRONT OF VANITYSECTION R308 GLAZING. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATION DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURING'S DESIGNATION SPECIFYING WHO APPLIED DESIGNATION, DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD. R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE AND MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION.2. WHERE THE GLAZING IS ON THE WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR.-EXCEPTION1. DECORATIVE GLASS2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN DOOR AND THE GLAZING3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH4. GLAZING THAT IS ADJACENT TO A FIXED PANEL OF PATIO DOORS,R308.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS.1. THE EXPOSED AREA OF AM INDIVIDUAL PLAN IS LARGER THAN 9 SQUARE FEET2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR: AND4. ONE OR MORE WALKING SURFACE ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING-EXCEPTION1. DECORATIVE GLASS2. WHERE HORIZONTAL RAIL IS INSTALLED.R308.4.5 GLAZING IN WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOL, SAUNAS, STEM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTSIDE POOLS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE THE STANDING OR WALKING SURFACER308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS.GLAZING WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF THE STAIRWAY, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS.-EXCEPTIONS1. WHERE RAILING IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34" TO 38" ABOVE WALKING SURFACE.SECTION R310. EMERGENCY ESCAPE AND RESCUE OPENING. BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING.-EXCEPTION. STORM SHELTERS ANDS BASEMENT USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET.R310.2.1 MINIMUM OPENING AREA: EMERGENCY AND ESCAPE OPENING SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR AREA DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY NORMAL OPERATION FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL NOT BE LESS THAN 24" AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20"R310.2.2 WINDOW SILL HEIGHT. WHERE THE WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THEN 44" ABOVE THE FLOORR310.2.3 WINDOW WELLS: THE HORIZONTAL AREA OF THE WINDOW WELL SHALL NOT BE LESS THAN 9 SQ. FT., WITH THE HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36" THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.-EXCEPTION1. THE LADDER OR STEPS SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6".R310.2.3.1 WINDOW WELLS WITH A VERTICAL STEP GREATER THAN 44" SHALL BE EQUIPPED WITH A PERMANENT LADDER NOT LESS THAN 12" WIDESECTION 311R311.7.1 STAIRWAYS. STAIRWAY ARE TO BE NOT LESS THAN 36" WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. HANDRAILS SHOULD PROJECT MORE THAN 4 1/2" ON EITHER SIDE OF THE STAIRWAY.R311.7.5 HEADROOM. THE HEADROOM IN THE STAIRWAY SHALL BE NOT LESS THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDINGR311.7.3 VERTICAL RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"R311.7.5 THE MAXIMUM RISER IS 7 3/4" WITH A MINIMUM RUN OF 10".R311.7.8 HANDRAILS SHALL BE ON NOT LESS THAN ONE SIDE OF EACH CONTINUES RUN OF TREADSSECTION 314 SMOKE ALARMS. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND UL 217 R314.3 LOCATION1. IN EACH SLEEPING ROOM2. OUTSIDE EACH SEPARATE SLEEPING AREA3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT AND HABITABLE ATTICS4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'-0" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN THAT LOCATION.R314.3.1 SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING AREAS1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE2. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED APPLIANCE3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6'-0" HORIZONTAL FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.SECTION R315 CARBON MONOXIDE ALARMS: SHALL COMPLY WITH UL 2034. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND UL 217R315.2.1 CARBON MONOXIDE SHALL BE PROVIDED IN DWELLING UNITS WHERE EITHER OR BOTH OF THE FOLLOWING CONDITION EXIST:1. CONTAINS A FUEL-FIRED APPLIANCE2. ATTACHED GARAGE WITH AN OPENING THAT COMMUNICATES WITH THE DWELLINGSECTION 317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY.R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE PROVIDING IN THE FOLLOWING LOCATIONS BY USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE.1. WOOD JOIST OR BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12" TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION.2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED GROUND.3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER.4. THE ENDS OF A WOOD GIRDER ENTERING CONCRETE WALLS HAVING CLEARANCE OF LESS THAN 1/2" ON TOPS, SIDES AND ENDS.5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND OR LESS THAN 2" MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER.6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE SLABS.7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN WALL AND THE FURRING STRIP.R317.3.1 FASTENERS OF PRESERVATIVE-TREATED WOOD. FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS.SECTION 401.4 SOIL TEST: WHERE QUANTIFIABLE DATA CREATED BY ACCEPTABLE SOIL SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE BUILDING OFFICIAL SHALL DETERMINE WHETHER A SOIL TEST IS REQUIRED. TABLE R401.4.1CLASS OF MATERIAL LOAD BEARING PRESSURESAND, SILTY SAND, CLAYEY SAND, 2,000 POUNDS PER SQ FTSILTY GRAVEL AND CLAYEY GRAVELCLAYEY, SANDY, SLIGHTY CLAY, CLAYEY SILT, 1,500 POUNDS PER SQ FTSILT, AND SANDY SILT CLAYTHIS DESIGN IS BASED ON 2,000 POUNDS PER SQ FT, UNLESS NOTED OTHERWISE. IT IS THE BUILDER OR HOMEOWNER RESPONSIBLE TO LET PLUM DESIGN SERVICE KNOW IF THE CONDITION IN THE FIELD ARE DIFFERENT.R402.2 CONCRETE: FROM TABLE R402.2-FOUNDATION CONCRETE WALLS SHALL HAVE A MIN. STRENGTH OF 3000 PSI-GARAGE FLOOR SLABS SHALL BE 3,500 PSI -PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER SHALL BE 3,500 psi AT 28 DAYS-BASEMENT SLABS 2,500 PSI (CONCRETE SHALL BE AIR ENTRAINED WITH 5%-7% TOTAL AIR CONTENT).R403 ALL FOOTING SHALL BE PLACED ON UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL. MINIMUM FOOTING TO BE 16" WIDE X 8"DEEP FOR A 2 STORY BUILDING AND 20" WIDE X 8" DEEP FOR A 3 STORY BUILDING (TABLE 403.1) BOTH WITH 2 CONTINUOUS HORIZONTAL #4 REBAR.R403.1.6 ALL ANCHOR BOLTS SHALL BE APPROVED 1/2" IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7" INTO CONCRETE. USE TWO BOLTSPER SILL PLATE WITH BOLTS SPACED AT A MAXIMUM OF 6 FEET ON CENTER WITH A MINIMUM OF ONE BOLT NOT MORE THAN 12 INCHES FROM THE END BUT AT LEAST 3 1/2 INCHES FROM END OF SILL PLATE. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.- ALTERNATE FOUNDATION STRAPS MAY BE USED, SPECIFICATION TO PROVIDE EQUIVALENT ANCHOR TO A 1/2" DIAMETER ANCHOR BOLTS.R404 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN TABLE R404.1.2(3). REFER TO TYPICAL WALLSECTION IN THIS PLAN FOR SPECIFICATION.R406 FOUNDATION WATERPROOFING AND DAMPPROOFINGEXCEPT WHERE REQUIRED IN SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSED INTERIOR SPACES AND FLOORS ABOVE GRADE SHALL BE DAMPPROOFING FROM THE HIGHER OF THE TOP OF THE FOOTING, TO THE FINISHED GRADE.R408 UNDER FLOOR SPACETHE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE JOIST AND THE EARTH UNDER ANY BUILDING SHALL HAVE VENTILATION OPENING THROUGH THE FOUNDATION WALLS OR EXTERIOR WALLS. MIN. NET AREA OF VENTILATION SHALL NOT BE LESS THAN 1 SQ FT FOR EACH 150 SQ FT OF AREA UNDER THE FLOOR.R408.4 ACCESS THROUGH THE FLOOR IS REQUIRED TO BE 18" X 24"FRAMING MATERIALS GRADESA. ROOF, FLOOR, AND WALL SHEATHING: APA RATED SHEATHING. (LEAVE 1/8" SPACING AT PANEL ENDS AND EDGES)B. WALL STUDS: MINIMUM SPF STUD OR DOUGLAS FIR LARCH STUD.C. WALL PLATES: MINIMUM SPF #2 OR BETTER.D. DIMENSIONAL HEADERS: DOUGLAS FIR #2 OR BETTER.E. LVL HEADERS: 2950 Fb/2.0E MINIMUM.F. STEEL ASTM SPECIFICATION A992 GRADE-50 OR EQUAL R502.4 JOIST UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. R502.6 THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON CONCRETE. R502.8 NO CUTS, NOTCHES, AND HOLES BORED INTO TRUSSES, STRUCTURAL COMPOSITE LUMBER, GLUE-LAMINATED MEMBERS, OR I-JOIST ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S RECOMMENDATION OR DESIGN BY PROFESSIONAL. R502.11 WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ANSI/TPI-1. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS FOR WEB BRACING AND MULTI-CONNECTION OF GIRDERS. BSCI SHOULD BE REFER TO FOR HANDLING INSTALLATION AND BRACING OF METAL PLATE TRUSSES. R507.2 EXTERIOR DECKS/DECK LEDGER CONNECTION TO BAND JOIST. DECK LEDGER CONNECTION TO BAND JOIST SHALL BE IN ACCORDANCE WITH THIS SECTION TABLE R507.2 AND R507.2.1, AND FIGURES R507.2.1(1) AND R507.2.1(2)DEFLECTION CRITERIAFLOOR LIVE LOAD L/480FLOOR TOTAL LOAD L/360ROOF LIVE LOAD L/360ROOF TOTAL LOAD L/240WALL H/180ALL BEAMS SUPPORTING FLOOR OR ROOF LOADS ARETO BE DESIGNED WITH THE ABOVE DEFLECTION CRITERIAWIND DESIGNTOPOGRAPHICEFFECTSNONESPECIAL WINDREGIONNONEWIND-BORNEDEBRIS ZONENONECHAPTER 3 (BUILDING PLANNING)SECTION R802.10.2 DESIGN. WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATED WOOD TRUSS SHALL COMPLY WITH ANSI/TP1.R802.10.3 BRACING. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS AND SBCA'S BCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.R802.11.1.1 TRUSS UPLIFT. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL ASSEMBLIES BY CONNECTION CAPABLE OF RESISTING FORCES SPECIFIED ON THE TRUSS DESIGN DRAWINGS.SECTION R806 ROOF VENTILATION. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. REQUIRED VENTILATION OPENINGS SHALL BE DIRECTLY TO THE OUTSIDE AIR.R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION SHALL BE 1/300 (EXCEPTION 1 TAKEN)SECTION R807 ATTIC ACCESS. BUILDING WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREA THAT HAVE A VERTICAL HEIGHT OF 30" OR GREATER.1. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"X30" .2. SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION3. MINIMUM UNOBSTRUCTED HEAD ROOM IN THE ATTIC SPACE SHALL BE 30" MEASURED VERTICALLY FROM BOTTOM OF CEILING MEMBERCHAPTER 4 (FOUNDATIONS)CHAPTER 5 (FLOORS)CHAPTER 6 (WALL CONSTRUCTION)R602..1 SAWN LUMBER SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY ACCREDITATION AGENCY THAT COMPLIES WITH DOC PS 20R602.3 REFER TO TABLE R602.3(1) THROUGH TABLE R602.3(4) FOR FRAMING MEMBER FASTENINGR602.6 DRILLING AND NOTCHING- REFER TO FIGURE R602.6 (1) AND R602.6 (2)-SEE DETAIL PAGE OF PLAN FOR FIGURES.R602.7 THE ALLOWABLE SPANS OF GIRDERS/HEADERS FABRICATED FROM DIMENSIONAL LUMBER ON EXTERIOR WALLS SHALL NOT EXCEED THE VALUES OF TABLE R602.7(1)R602.8 FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENING (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND ROOF SPACE.R602.10 WALL BRACING. BUILDING SHALL BE BRACE IN ACCORDANCE WITH SECTION OR R602.12 (SIMPLIED METHOD). FROM TABLE R602.10.4.USE CS-WSP BRACING METHOD WITH MIN 3/8" SHEATHING..CHAPTER 7 (WALL COVERING)R702.1 GENERAL INTERIOR COVERING OR WALL FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. INTERIOR MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R703.7.1 FOR SUPPORT AND SECTION R703.7.4 FOR ANCHORAGE. INTERIOR FINISHES AND MATERIAL SHALL CONFORM TO THE FLAME SPREAD AND SMOKE DEVELOPMENT REQUIREMENTS OF SECTION R302.9R703.1 GENERAL: EXTERIOR WALL SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4R303.1.1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED IN SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY.R703.1.2 WIND RESISTANCE. WALL COVERINGS, BACKING MATERIALS AND THEIR ATTACHMENT SHALL BE CAPABLE OF RESISTING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AND R301.2(3).R703.2 WATER-RESISTIVE BARRIER. APPROVED WATER-RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH UPPER LAPPED OVER THE LOWER NOT LESS THAN 2" INCHES. WHERE JOINT OCCUR, LAPPED NOT LESS THAN 6".R703.3 NOMINAL THICKNESS AND ATTACHMENTS. THE MINIMUM THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH TABLE R703.3(1) AND THE WALL COVERING MATERIAL MANUFACTURER'S INSTALLATION REQUIREMENTS.R703.4 FLASHING. APPROVED CORROSION-RESIANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.1. EXTERIOR WINDOWS AND DOORS OPENINGS. (SEE MANUFACTURE OF PRODUCT FOR INSTALLATION DETAILS)2. AT INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS.3. UNDER AND AT ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION6. AT WALL AND ROOF INTERSECTIONCHAPTER 8 (ROOF-CEILING)CHAPTER 9 (ROOF ASSEMBLIES)SECTION 903R903.1 GENERAL. ROOF DECKS SHALL BE COVERED WITH THE APPROVED ROOF COVERING SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISION OF THIS CHAPTER. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURE'S INSTRUCTIONS.R903.2 FLASHING. FLASHING SHALL BE INSTALLED IN MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPING, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE.R903.2.1 LOCATION. FLASHING SHALL BE I INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF OR DIRECTION AND AROUND ROOF OPENINGS.SECTION 905R905.1 ROOF COVERING APPLICATION. ROOF COVERING SHALL BE APPLIED IN ACCORDANCE WITH THE WITH THE APPLICABLE PROVISIONS OF THIS SECTION AND THE MANUFACTURE'S INSTALLATION INSTRUCTIONS.R905.1.1 UNDERLAYMENT. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY, AND CONCRETE TILE, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND METAL ROOF PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS LISTED IN THIS CHAPTER. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WITH ASTM D 226, D 1970, D 4869 AND D 6757SHALL BEAR A LABEL INDICATING COMPLIANCE. UNDERLAYMENT SHALL BE ATTACHED IN ACCORDANCE WITH TABLE R905.1.1(3)R905.1.2 ICE BARRIERS. IF AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG EAVES CAUSING BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED. THE ICE BARRIER SHALL CONSIST OF TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND NOT LESS THAN 24" INSIDE THE EXTERIOR WALL. ON ROOFS OVER 8/12, THE ICE BARRIER SHALL BE APPLIED NOT LESS THAN 36".R905.2 ASPHALT SHINGLES, THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION AND MANUFACTURE'S INSTALLATION.R905.2.2 SLOPE. ASPHALT SHINGLES SHALL BE USED ON ROOF SLOPES OF 2/12 OR GREATER. FOR SLOPES FROM 2/12 UP TO 4/12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905.1.1R905.2.8 FLASHING. FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTIONCHAPTER 10-43REFER TO THE CHAPTERS IN THE IRC 2015 FOR THE DESIGN AND REQUIREMENTS OF THESE ITEMS.CHAPTER 10 CHIMNEYS AND FIREPLACECHAPTER 11 ENERGY EFFICIENCYCHAPTER 12&13 MECHANICAL & GENERAL MECHANICAL SYSTEMS REQUIREMENTSCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCESCHAPTER 15 EXHAUST SYSTEMSCHAPTER 16 DUCT SYSTEMSCHAPTER 17 COMBUSTION AIRCHAPTER 18 CHIMNEYS AND VENTSCHAPTER 19-22 SPECIAL APPLIANCE, WATER HEATERS, HYDRONIC PIPING AND SPECIAL PIPINGCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMSCHAPTER 24 FUEL GASCHAPTER 25-33 PLUMBING RELATED ITEMSCHAPTER 35-43 ELECTRICAL RELATED ITEMSGENERAL NOTES:PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.0Cover PagePDS 3301Classic BuildersSH Hamilton - NP - Std. AGarage RightFull FoundationDRAWING LISTA.0 Cover PageA.1 ElevationsA.2 ElevationsA.3 Foundation PlanA.4 Main Floor PlanA.4A Flr. Plan OptionsA.5 Building Sec.A.6 DetailsA.7 Wall BracingE.1 ElectricalF.1 Floor Covering Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"5 / 12WINDOW HDR. HGT.7' - 0"1281281281288' - 1 1/8"METAL FASCIA4" VINYL GABLEFREIZE BOARD4" VINYL ON CORNERS - ALL ELEVATIONSVINYL SIDINGSTONE CAP4" VINYL TRIM- GARAGE DOORSTONE VENEER4" VINYL TRIM AROUND WINDOWS- ALL ELEVATIONSTOP OF STONETOP OF FOUNDATION2' - 0"D2' - 0"STONE CAPTOP OF STONETOP OF FOUNDATIONBOARD & BATT SIDINGMain Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"8' - 0"1' - 2 1/8"8' - 1 1/8"Basement Plan-8' - 10 1/8"5 / 12WINDOW HDR. HGT.7' - 3 1/4"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 1/4" = 1'-0"A.1ElevationsPDS 3301Classic BuildersSH Hamilton - NP - Std. AGarage RightFull FoundationScale: 1/4" = 1'-0"1FRONT ELEVATIONScale: 1/4" = 1'-0"2REAR ELEVATIONESTIMATED AREA - WALL CLADDINGMATERIAL TYPEMATERIALSFMATERIAL%MATERIALELEVATIONSiding - 8" 1705 SF 100.0%12" Board & Batten 162 SF 38.9% FrontSiding - 8" 193 SF 46.3% FrontStone 62 SF 14.8% Front- SQUARE FOOTAGE OF CLADDING/SIDING IS TAKEN FROM THE EXPOSED SURFACE OF THE WALL. 1. THE AREA INCLUDES SURFACES BELOW DECORATIVE TRIM BOARDS. 2. THE AREA EXCLUDES WINDOW AND DOOR OPENINGS. Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"1258 / 128' - 1 1/8"1' - 2 1/8"8' - 0"7' - 0"WINDOW HDR. HGT.1258 / 12Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"Basement Plan-8' - 10 1/8"1258 / 121255 / 128 / 12AB5 / 128 / 128 / 12B8 / 12A6' - 8"8' - 0"22' - 4"12' - 0"B10' - 8"4"ROOF PLAN LEGENDSYMBOL WALL HGT. PITCH OVERHANG HEEL HGT.ALL RAKE OVERHANGS ARE 12" UNLESS NOTED8'-1 1/8" 8/121'-4" 11"BA 8'-1 1/8" 5/12 1'-4" 7"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.2ElevationsPDS 3301Classic BuildersSH Hamilton - NP - Std. AGarage RightFull FoundationScale: 3/16" = 1'-0"1LEFT ELEVATIONScale: 3/16" = 1'-0"2RIGHT ELEVATIONScale: 3/16" = 1'-0"3ROOF PLANESTIMATED ROOF SF2424 SF- SQUARE FOOTAGE OF ROOF IS TAKEN FROM THE EXPOSED SURFACE OF THE ROOF. 1. THE AREA EXCLUDES SHEATHED SURFACES BELOW VALLEY. 2. NO WASTE FACTOR HAS BEEN INCLUDED UP 14 RFURNWHCOSDCOCOUP 14 RS.P.FD11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/CUNEXCAVATEDUNEXC.14' - 2"4' - 2"22' - 0"4' - 8"4' - 0"13' - 4"21' - 4"2X6 BEARING WALLWALL FRAMINGABOVEWALL FRAMINGABOVEEEACE11' - 10"3 1/2"6' - 11 3/4"3 1/2"17' - 7 1/4"3 1/2"3' - 0 1/2"E2X10 SYP #2 TRD DECKJOISTS @ 16" 0/CA2' - 10"16' - 4"2' - 10"1A.516' - 5 1/4"11' - 2 1/4"5 1/2"5' - 0"3 1/2"12' - 7 1/2"22' - 0"28' - 8"6' - 2"3 1/2"3' - 10"5 1/2"17' - 11"6' - 2"3 1/2"3' - 10"5 1/2"17' - 11"BTHRM.7'-9 1/2"TILE FLR11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11' - 10"3 1/2"2' - 1"3 1/2"25' - 10"BDRM. 47'-9 1/2" CLGCARPETFAMILY RM.7'-9 1/2" CLGCARPETBSTORAGE7'-9 1/2" CLGCONC.CANTILEVER ABOVE(2) 9 1/2'' DROPPED LVLC33' - 4"7' - 0"9' - 6"9' - 6"2A.5TO NOSING(2) 11 7/8'' FLUSH LVL(1) 11 7/8'' FLUSH LVL3A.5D123' - 0"2'-8" x 5'-0"TUB SHOWERD165' - 0"D102' - 6"19' - 1 1/4"3 1/2"10' - 11 3/4"9' - 11 1/2"(3) 2X10 DF #2(1) 11 7/8" LVL FLUSHB.P.B.P.18'' DIA. CONC. FOOTING TO BELOW FROSTBasement EgressDROP CONCRETE FOR GARAGE DOOR4' - 8"46' - 0"50' - 8"CLOSETFLUSH HDR.D123' - 0"HDR.3-6 VANITY(1) 11 7/8" LVL FLUSH(3) 2X10 SYP. #2 TRD.6' - 9 1/2"5' - 10"Basement EgressC40' - 4"1' - 6"10' - 6"12' - 0"1' - 6"9' - 0"1' - 6"12' - 0"50' - 8"9' - 0"3 1/2"8' - 7 1/2"OPTIONALOPTIONALOPTIONAL2-6 x 6-82-6 x 6-85-0 x 6-8BifoldCLOSET40' - 4"EF1WALL FRAMINGABOVEOPTIONAL WET BAR DDBAR FRIDGESINK W/ STEM GLASS HOLDER ABOVE8"4' - 0"4' - 0"1 1/2"BELOW FROSTTOP OF FOUND.DROP CONCRETE WALLFOR GARAGE DOORABGARAGE SLABCGARAGE SLABTOP OF FOUND.1' - 4"1' - 4"1' - 4"8"4' - 0"DFLASHING BEHIND CONCRETESTOOP CAP - SEE PLAN FOR LEDGE SIZE. BELOW FROSTVERIFY CONCRETE WALLHEIGHT IN FIELD PER SITEEGHBELOW FROSTF1' - 4"1' - 4"1' - 4"8"3' - 8"8' - 0"8"8' - 0"8"8' - 0"740 SFBasement-OptionalFinished725 SFBasement-UnfinishedPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.3Foundation PlanPDS 3301Classic BuildersSH Hamilton - NP - Std. AGarage RightFull FoundationScale: 1/4" = 1'-0"3Basement PlanWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2 SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660 F 3' - 0" 5' - 0" 7' - 0" PictureC 2 Basement Egress 4' - 0" 4' - 0" 7' - 0" Meets Egress-Supplied FromConcrete CompanyD 1 2436 SH 2' - 0" 3' - 0" 4' - 0"Scale: 3/8" = 1'-0"1FOUNDATION SECTIONSDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - Verify ROD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 4 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD26 2 2-4 x 6-8 4' - 9" 7' - 0 1/2" Pocket Door - Verify ROD32 2 5-0 x 6-8 Bifold 5' - 2" 6' - 10" 4-Panel BifoldCONCRETE SCHEDULE (4" CONCRETE)LOCATIONSQUAREFEETAREACUBICYARDSFloor: Front Porch 18 SF 0.2 CYFloor: Basement Slab 1357 SF 16.8 CYFloor: Garage Slab 456 SF 5.6 CYAREA SCHEDULENAME SQ FTBasement-Optional Finished 740 SFMain Floor 1472 SF2213 SFBasement-Unfinished 725 SFGarage 467 SFPorch 18 SF1211 SFGrand total: 5 3424 SFGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDFOOTING SCHEDULEMARK DIMENSIONS REINFORCEMENT NOTESF1 36" x 36" x 12" #4's @ 7" O.C. E/W (5) min. DN 14 RDN. APROX. 3 RDWDWREF.COSDSDSDCODN 14 R22" x 30"SHUTTLE OPENINGFAMILY RM.VAULTED CLG.CARPETMSTR. BDRM.STEP CLG.CARPETBTHRM.8'-1 1/8"TILE FLRLNDRY.8'-1 1/8"TILE FLRENTRY8'-1 1/8"TILE FLR.3' - 9 1/2"9' - 5"4' - 2"4' - 8"3 1/2"3' - 7"3 1/2"8' - 11 1/2"11' - 1 1/2"3 1/2"2' - 1"3 1/2"4' - 8 1/2"3 1/2"11' - 1 1/2"5 1/2"9' - 11 1/2"GARAGE4" CONCRETE SLAB SLOPING TOWARDS DOORSD102' - 6"3' - 0"D1ROOF TRUSSES@ 24" O/C16' - 0"D4D262' - 4"D112' - 8"1A.5A(2) 14" LVL HDR2' - 4 1/2"19' - 0"DIRECT VENT F.P.(TYP.)2' - 4"D82' - 0"CLO.18' - 1"3 1/2"3' - 10"3 1/2"6' - 1 1/2"22' - 0 1/2"28' - 7 1/2"1' - 0"14' - 0"4' - 4"22' - 0"OPEN RAILING11' - 0"11' - 0"2A.5TO NOSING3A.5VAULTVAULT14' - 1"5 1/2"4' - 0"3 1/2"3' - 0 1/2"5 1/2"5' - 10"5 1/2"D92' - 4"7 1/2"ROOF TRUSSES@ 24" O/CB17' - 10"5' - 4"17' - 2"6' - 2"6' - 2"6"14' - 1"5 1/2"7' - 4"5 1/2"5' - 10"5 1/2"(2) 2X10 DF #23660 F3660-2 SHW.I.C.8'-1 1/8"CARPET22' - 0 1/2"2X6 WALL4-0 X 3-0SHOWERD262' - 4"2X6 WALLD22' - 8"LOCKERS2' - 2"2' - 2"2-8 X 5-0TUB/ SHOWERABKFST RM.VAULTED CLG.HWLKITCHENVAULTED CLG.HWLBDRM. 38'-1 1/8" CLG.CARPETBDRM. 28'-1 1/8" CLG.CARPETBTHRM.8'-1 1/8"TILE FLRCLOSETCLOSET11' - 0"3 1/2"5' - 0"3 1/2"10' - 9"3 1/2"18' - 4 1/2"11' - 1 1/2"3 1/2"2' - 7"5' - 4 1/2"5' - 4 1/2"7' - 0"7' - 0"D102' - 6"D102' - 6"D92' - 4"D325' - 0"ADECKROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CD325' - 0"18' - 4 1/2"3 1/2"6' - 5 1/2"3 1/2"4' - 0"3 1/2"5' - 0"3 1/2"6' - 10"(1) 3 1/2" X 9 1/2" LSL / 2JS1' - 0"6"1' - 0"D36' - 0"4' - 2"24' PANTRYSTOVE4' - 8"46' - 0"1' - 0"6' - 0"9' - 11"1' - 11"FLUSH COUNTER3660-2 SH3660-2 SH12'-0'' X 12'-0''42" VAN.3' - 2 1/2"3 1/2"7' - 6"4' - 0"7' - 0"4' - 0"3' - 4"STEPS40' - 4"5' - 9"10' - 4 1/2"9' - 9 1/2"3 1/2"3' - 5"3 1/2"4' - 8 1/2"5 1/2"3660 FB2X4 WALLABEFCMAIN FLOOR OPTIONSA - COVERED DECKB - 4 SEASONS BEHIND FAMILY RM. C - 4 SEASONS BEHIND BREAKFAST RM. E - 9' CEILING WITH TRAY IN FAMILY RM.F - TILE SHOWERD - 2' DINING RM. ADDITIONDGG - STONE FIREPLACE40' - 4"VAULT RIDGE 3:12(1) 3 1/2" X 9 1/2" LSL / 2JS(1) 3 1/2" X 9 1/2" LSL / 2JS8'-1 1/8"8'-9 1/8"+ 8"END PANEL*VERIFY FINAL DESIGN WITH BUILDER*VERIFY FINAL DESIGN WITH BUILDER18'' LIN. CAB.4' - 0 1/2"3 1/2"12' - 10"1' - 11"2' - 1 1/2"3' - 0 1/2"3' - 0 1/2"51' - 8"51' - 8"2X6 WALL66" VAN.1472 SFMain Floor467 SFGarage18 SFPorchPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.4Main Floor PlanPDS 3301Classic BuildersSH Hamilton - NP - Std. AGarage RightFull FoundationScale: 1/4" = 1'-0"5Main Floor PlanWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2 SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660 F 3' - 0" 5' - 0" 7' - 0" PictureC 2 Basement Egress 4' - 0" 4' - 0" 7' - 0" Meets Egress-Supplied FromConcrete CompanyD 1 2436 SH 2' - 0" 3' - 0" 4' - 0"DOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - Verify ROD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 4 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD26 2 2-4 x 6-8 4' - 9" 7' - 0 1/2" Pocket Door - Verify ROD32 2 5-0 x 6-8 Bifold 5' - 2" 6' - 10" 4-Panel BifoldAREA SCHEDULENAME SQ FTBasement-Optional Finished 740 SFMain Floor 1472 SF2213 SFBasement-Unfinished 725 SFGarage 467 SFPorch 18 SF1211 SFGrand total: 5 3424 SFGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARD PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/2" = 1'-0"A.4AFlr. Plan OptionsPDS 3301Classic BuildersSH Hamilton - NP - Std. AGarage RightFull FoundationScale: 1/2" = 1'-0"1Z - OPTIONAL PANTRY OPTION AScale: 1/2" = 1'-0"2Z - OPTIONAL PANTRY OPTION B 8' - 1 1/8"1' - 0 5/8"8' - 1 1/2"8"9' - 3 1/2"10' - 11 3/4"TO NOSING11' - 1 1/2"3 1/2"2' - 1"3 1/2"5' - 9"10' - 4 1/2"5 1/2"9' - 11 1/2"TO NOSING7 9/16" RISERUN.10"1" NOSING19' - 1 1/4"3 1/2"20' - 11 1/4"MIN. HEAD HGT.6' - 8"Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"18' - 4 1/2"23' - 5 1/2"3' - 2"42' - 0"4' - 0"125123HEEL7"7" HEEL HGT.Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"2' - 4"8' - 11"2' - 10"1258"8' - 1 1/8"HEEL7"1/2" OSB W/ 30# ROOFING PAPER & ASPHALT SHINGLESSOFFIT FRAMING MATERIAL AS REQ.2X6 SUB FASCIALAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-20 INSULATIONMOISTURE BARRIER ALL EXT. WALLSTRUSS ROOF BYMANUF. @ 24" O.C.1/2" GYP. BOARD2X6 BOTTOM PLATEPROVIDE ADEQUATE WATERPROOFING4" CONC. FLOOR SLAB3/4" T&G SUB FLOOR (GLUED AND NAILED)(2) 2X6 TOP PLATES5/8" GYP. BOARDFLOOR SYSTEM PER MANUF.8' - 1 1/8"4" DRAIN TILE IN PEA GRAVEL BED RUN TO PUMPR-21 INSULATION AT EXTERIOR WALLSGUTTER APRONGUTTER PER MANF.GRADEMIN.0' - 6"TYPICAL 16" X 8" CONC. FTG.W/ 2 #4 HORZ. RODS CONTINUOUSSPLICING AS NECESSARY ONUNDISTURBED SOIL OR EQUAL2X6 TREATED SILL PLATE W/ SEALERAND 1/2" ANCHOR BOLTS @ 72" O.C. MAX.EMBEDDED 7". USE 2 BOLTS PER SILL PLATEW/ BOLTS PLACED AT 12" FROM EACH END OFSILL PIECE. FOUNDATION ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENTANCHORAGE TO 1/2" DIA. ANCHOR BOLTS MAY BE USED.8" POURED CONCRETE FOUNDATION WALLVERTICAL STEEL (GRADE 60) : #6 @ 36" O.C. (OR #4 @ 16") ON 8'-0" #6 @ 32" O.C (OR #4 @ 15") ON 9'-0" & #6 @ 22" (OR #4 @ 10") ON 10'-0" TALL WALLSREFER TO IRC 2015 TABLE R404.1.2(3) AND TABLE R404.1.2(9).HORIZ. STEEL: #4 @ 1'-6", 4'-4", AND 7'-0" OFF FOOTING, (SPLICING AS NECESSARY, MIN 12" OVERLAP). 9'-0" & 10'-0": (4) #4 BARS SPACED EQUALLY W/ TOP BAR WITHIN 12" FROM TOP OF WALL8' - 0"R-49 INSULATIONPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.5Building Sec.PDS 3301Classic BuildersSH Hamilton - NP - Std. AGarage RightFull FoundationScale: 3/8" = 1'-0"1STAIR SECTIONScale: 1/4" = 1'-0"2FAMILY ROOMScale: 1/4" = 1'-0"3MASTER BEDROOMScale: 1/2" = 1'-0"4TYPICAL WALL SECTION - RANCH 2' - 6"22" X 30" MINIMUM CLEARANCE REFER TO IRC 807.1MINIMUM CLEARANCE IS MEASURED FROM THE TOP OF THE BOTTOM CHORD TO BOTTOM OF THE TOP CHORD1' - 10 1/2"1' - 0"MINIMUM.BETWEEN TRUSSESROOF TRUSS PER MANUFACTUREGYPSUM BOARDINSULATION1/2" OSB1/2" GYPSUM BOARD2X4 FRAMINGSIDE VIEW END VIEWEXTERIOR SHEATHINGWATER-RESISTIVE BARRIER-PLACE OVER FLASHING SELF-ADHERED BITUMINOUS MEMBRANE- MIN. 6" ABOVE LEDGER BOARD TO TOP OF FOUNDATION WALL.CONTINUOUS FLASHING ON TOP OF LEDGER BOARD/JOISTAT LEAST 3" PAST HANGER2X LEDGER BOARD-MIN. SAME SIZE AS DECK JOIST AND NO GREATER THAN BAND JOISTJOIST HANGER1/2" DIA. LAG SCREW WITH WASHER OR THROUGH BOLTS WITH WASHER, PLACED A MIN. OF 2" FROM TOP AND BOTTOM EDGES. DESIGN OF SPACING IS BY OTHERS.DECK JOISTFOUNDATION WALLEXTERIOR SIDINGBAND JOIST.- MIN. 1 1/8" THICKFLOOR JOIST-SEE PLANTABLE R507.2DECK LEDGER CONNECTION TO BAND JOIST/SIMPSON STRONG TIE SDWS SCREWSLOADING: DECK LIVE LOAD 40 PSF/ DECK DEAD LOAD 10 PSF1/2" LAG SCREWSSIMPSON SDS22400DBSIMPSON SDS22400DBCONNECTION DETAILMAXIMUM DECK JOIST SPANUP TO 6'-0" UP TO 8'-0" UP TO 10'-0" UP TO 12'-0" UP TO 14'-0" UP TO 16'-0" UP TO 18'-0MAXIMUM ON CENTER SPACING OF FASTENERS (STAGGER IN 2 ROWS)LEDGER BOARD SIZE2X SYP1 1/8 OSB RIM/1 1/4" LSL RIM2X SYP30 23 18 15 11 1016 12 1076 522 16 13 11981387MIN EDGE DISTANCEMIN END DISTANCE1 7/16"6"1 7/16"6"2" 2"TOP PLATESBORED HOLE MAX. DIAMETER 40 PERCENT OF STUD DEPTH ON EXTERIOR WALLS AND INTERIOR BEARING WALLS.(60 PERCENT ON INTERIOR NON BEARING WALLS)5/8 INCH MINIMUM TO EDGESTUDNOTCH MUST NOT EXCEED 25 PERCENT OF STUD LENGTH ON EXTERIOR WALLSAND INTERIOR BEARING WALLS. (40 PERCENT OF STUD DEPTH ON INTERIOR NON BEARING WALLS)BORED HOLES SHALL NOT BE LOCATEDIN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD. (ALL WALLS)IF HOLE IS BETWEEN 40 PERCENT AND 60 PERCENTOF STUD DEPTH, THAN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLE AND SO BORED. (EXTERIOR WALLS AND INTERIOR LOAD BEARING ONLY)5/8 INCH MINIMUM TO EDGEFIGURE R602.6(1) AND R602.6(2) IRC 2015FIGURE R602.6.116 GAGE AND 1.5 INCH WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE NOTCH WITH 8-16D NAILS EACH SIDE. EXTERIOR OR INTERIOR BEARING WALLS ONLY. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING.PIPE OR DUCTWORKNOTCH GREATER THAN 50PERCENT OF THE PLATE WIDTH1' - 0"OR LESSDRIP EDGECONTINUOUS 2X6 MATERIALWITH SOLID BLOCKING @ 24" O.C.SOFFIT MATERIAL5/4" X2" SIDING TRIM ORSEE ELEVATION5/4"X8" RAKE BOARDEXTERIOR LAP SIDINGEXTERIOR SHEATHINGGABLE END TRUSSROOF SHEATHINGGABLE END BRACING(DESIGNED BY OTHERS)2X BLOCKINGROOF TRUSS2' - 0"MAX.INTERIOR FRAMING PARTITION2X4 FLAT BLOCKINGINSULATION2X4/2X6 EXTERIORWALL FRAMINGDOUBLE 2X4/2X6TOP PLATESINGLE 2X4/2X6 BOTTOM PLATE2X4 FLAT BLOCKING2X4/2X6 EXTERIOR WALL2X6 WALL STUDS@ 16" O/C2X6 END WALL STUD2X4 BACKER BOARD FOR SIDING CORNER BOARD2X6 DRYWALL BACKING STUDINTERIOREXTERIOR2X62X62X62X4SIDING CORNERBORDCORNERBOARD NAILEREXTERIOR SHEATHING2'-0" MIN.OPERABLE WINDOWOPERABLE WINDOWTOP OFFINISHED FLOOR(EXAMPLE: TILE, HARDWOOD, CARPET, ETC.)LOWEST POINT OF CLEAR WINDOW OPENINGGRADER312.2 APPLIES TO WINDOWGREATER THAN 6'-0"LESS THAN 6'-0"EXCEPTION:IF WINDOW WELL EXIST BELOW WINDOW, HEIGHT IS TAKEN FROM BOTTOM OF WINDOW WELLR312.2.1 WINDOW SILLSIn dwelling units, where the top of sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operablewindow shall comply with on of the following:1. Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position.2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 20903. Operable windows that are provided with opening control devices that comply with Section R312.2.2R312.2.2 Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of thewindow unit to less than the area required by Section R310.2.1NO MINIMUM REQUIREMENTSSECTION 310 -IRC 2015EGRESS WINDOW REQUIREMENT44" MAXIMUM SILL HEIGHTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(2)2X6 TOP PLATES 1/2" GYP BOARDROUGH OPENINGWINDOW FRAMEWINDOW FRAMEROUGH OPENINGWINDOW HEADJAMBWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION AND FLASHING(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CJAMBEXTERIOR TRIM PER ELEVATIONSWINDOW DETAILSWILL VARY WITHMANUFACTURERINTERIOR TRIMINTERIOR TRIMTYPICAL HDR:1-KS (KING STUD)1-JS (JACK STUD)SEE FLOOR PLAN FOR CHANGESKJKJSEE WINDOW SCHEDULET.O. ROUGH OPENINGWINDOW HDR. HGTTRUSS HEEL5/8" CLG. GYP BOARDCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGCAULKING/SEALANT WITH BACKER RODFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGFLOOR SYSTEM(2)2X6 TOP PLATES 1/2" GYP BOARD1/2" EXT. SHEATHING5/8" CLG. GYP BOARD3/4" SUB FLOORWINDOW FRAMEROUGH OPENINGWINDOW HEADWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CREFER TO PLANRIM BOARD(1)2X6 SILL PLATEBATT INSULATIONBATT INSULATIONEXTERIOR TRIM PER ELEVATIONSSIDING MATERIAL-SEE BUILDERINTERIOR TRIMINTERIOR TRIMT.O. ROUGH OPENINGWINDOW HDR. HGTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(1)2X6 SILL PLATE PAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHINGCAULKING/SEALANT WITH BACKER RODCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE SILLDRAIN AWAY FROM WINDOWRAINSCREEN MAT(RECOMMENDED)**SEE STONE MANUFACTURE FOR INSTALL DETAILSFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIEROVER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE VENEER CAPRAINSCREEN MAT(RECOMMENDED)DRIP CAPSTONE VENEERBEAM- SEE PLAN6X6 POSTMIN.2 1/2"(2) 1/2" DIAMETERTHROUGH BOLTS WITH WASHERSAPPROVED POST CAPNOTCH BEAM SUPPORT METHOD FOR 2-PLY MEMBERSALTERNATE SUPPORT METHOD FOR 3-PLY MEMBERSAPPROVED POST BASECONCRETE FOOTINGHURRICANE TIEDECK BOARDSINVERTED FLANGE HANGERDECK BEAMDECK JOIST6X6 POST CONTINUOUS TO ROOF BEAMALTERNATE SUPPORT CONNECTION FOR COVERED DECKSLOPE AWAY FROM POST AT 1/12SEE PLANMIN. 42" BELOW GRADE1/2" OSB/GYP BOARD BEHIND ALL EXTERIOR TUBFROM FLOOR TO UNDERSIDE OFTUB SURROUND FOR BLOWN INSULATION.DRYWALL ONLY ABOVE TUB UNIT. TUB / SHOWER UNIT PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.6DetailsPDS 3301Classic BuildersSH Hamilton - NP - Std. AGarage RightFull FoundationScale: 3/8" = 1'-0"4ATTIC ACCESS OPENING1Scale: 1" = 1'-0"2DECK LEDGER CONNECTION2Scale: 3/8" = 1'-0"7NOTCHING AND BORING HOLELIMITATIONS1Scale: 3/4" = 1'-0"10RAKE OVERHANG-WOOD1Scale: 3/4" = 1'-0"6EXTERIOR WALL LADDERScale: 3/4" = 1'-0"1TYPICAL EXTERIORWALL CORNERSScale: 3/8" = 1'-0"52015 IRC R612 WINDOW FALLPROTECTIONScale: 1" = 1'-0"13TYPICAL EXTERIOR HEADERScale: 3/4" = 1'-0"3DECK-POST CONNECTION1Scale: 1/2" = 1'-0"9Bath Tub-OSB Insulation1 --FASTENER SCHEDULE FOR INTERIOR BRACED WALL LINES (BWL) - NOTED ON PLANMETHOD GB - BOTH SIDES GYP - 7" EDGES (INCLUDING TOP & BOTTOM PLATES) & 7" FIELDMETHOD WSP - 1 SIDE OSB/PLYWOOD - 6" EDGES & 12" FIELD, 1 SIDE GYPEXTERIOREXTERIORINTERIORINTERIORCS-PF1CS-WSPCS-PF1CS-PF2CS-WSPCS-PF2SINGLE PORTALDOUBLE PORTALSINGLE PORTALDOUBLE PORTAL--NOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANPFH1PFH2PFH1SINGLE PORTALDOUBLE PORTALNOTED ON PLANNOTED ON PLANNOTED ON PLANMIN 7/16" OSB SHEATHING-SEE APA DETAILS2X4 GARAGE DOOR TRACK BLOCKING2x6 JAMBWOOD OR ALUMINUM WRAPFINISH-SEE BUILDERMIN. (2) 2X JACK STUDSROUGH OPENING- SEE DOOR SCHEDULEPER BRACING METHODSEE MIN WIDTH FORMIN LENGTH FOR CONTINUOUS SHEATHING - PORTFAL FRAME (CS-PF)PER TABLE R602.10.5(HEIGHT TAKEN FROM TOP OF FOUNDATION WALL TO TOP PLATES OF GARAGE WALL)8'-0" WALL = 16"9'-0" WALL = 18"10'-0" WALL = 20"11'-0" WALL = 22"12'-0" WALL = 24"MIN. 2'-0" OSB RETURN ON THE CORNER OR HOLD DOWN. SEE DETAIL 1/FIGURE 602.10.7 (2) 1/2" CONCRETE ANCHOR BOLTS MIN 7" EMBEDMENT W/ 2"X2"X3/16" WASHERMIN. 1/2" GYP ON INTERIOR WALLSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.7Wall BracingPDS 3301Classic BuildersSH Hamilton - NP - Std. AGarage RightFull FoundationScale: 1/4" = 1'-0"2BRACED WALL PANELCONNECTIONScale: 1/4" = 1'-0"1CS-END CONDITIONSScale: 1/4" = 1'-0"4BRACING METHOD CS-PFScale: 1/4" = 1'-0"3BRACING METHOD PFHScale: 1" = 1'-0"5GARAGE DOOR JAMB - BRACINGMETHOD CS-PFScale: 1/4" = 1'-0"6BRACING METHOD CS-WSP DN 14 RDN. APROX. 3 RDWDWREF.UP 14 RFURNWH187 SF194 SF168 SF40 SF56 SF62 SF32 SF108 SF66 SF139 SF136 SF29 SF40 SFHALLWAY 1FAMILY RM.MSTR. BDRM.BTHRM.W.I.C.ENTRYHALLWAY 2LNDRY.BKFST RM.KITCHENBDRM. 3BTHRM.BDRM. 245 SFOPTIONAL WET BAR145 SF36 SF409 SF19 SFSTAIR LANDINGFINISH AREA AT BOTTOM OF STAIRS.INCLUDED IN STANDARD PACKAGE.BDRM. 4BTHRM.STORAGESTORAGEFAMILY RM.OPTIONAL OPTIONAL OPTIONAL PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 3/16" = 1'-0"F.1Floor CoveringPDS 3301Classic BuildersSH Hamilton - NP - Std. AGarage RightFull FoundationScale: 3/16" = 1'-0"1Main FloorScale: 3/16" = 1'-0"2Basement Plan NOT FOR CONSTRUCTIONTHESE ARE PLANS ARE CONCEPTIONAL PLANS AND HAVE NOT BEEN APPROVED AS A BID SET OR FOR CONSTRUCTIONMISC. SYMBOLSFROST PROOF HOSE BIBFLOOR LINE ABOVESTRUCTURAL BEAM/HEADER OR GIRDER TRUSSLOAD BEARING WALLSOLID BLOCKING FROM CONCENTRATED LOADCONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.ABBREVIATIONSADJ ADJUSTABLEAWN. AWNINGBTM. BOTTOMBSMT. BASEMENTBTW. BETWEENCA CASEMENTCANT. CANTILEVERCAB. CABINETC CENTER LINECLG CEILINGC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETED DRYERDIA. DIAMETERDN DOWNDH DOUBLE HUNGDW DISHWASHERF.D. FLOOR DRAINFLR. FLOORFT. FEETFURN. FURNACEHDR. HEADERHDWD HARDWOODINSUL. INSULATIONJST. JOISTLVL LAMINATED VENEER LUMBERLIN. LINENMAX. MAXIMUMMIN. MINIMUMO/C ON CENTERO.H.D. OVERHEAD DOOROPNG. OPENINGPED. PEDESTALN.T.S. NOT TO SCALEREF REFRIGERATORREQ REQUIREDRO ROUGH OPENINGRM ROOMSH SINGLE HUNGS & R SHELF AND RODS.F. SQUARE FEETS.P. SUMP PITSTL STEELTYP. TYPICALTRANS. TRANSOMUNEX. UNEXCAVATEDVAN. VANITYW WASHERW/ WITHW.H. WATER HEATERLELECTRIC SYMBOLSRBMPCSMOKE/HEAT DETECTORLIGHT WITH E. FANEXHAUST FANCABLE OUTLETPHONE OUTLET240 VOLT RECEPTACLEDUPLEX RECEPTACLE OUTLETSINGLE RECEPTACLE OUTLETDIMMER SWITCHSINGLE POLE SWITCHGARAGE DOOR OPENERELECTRIC PANELCEILING MOUNTED LIGHTWALL MOUNTED LIGHTRECESSED LIGHTFLUORESCENT LIGHTDMBAR LIGHTW.M. MOTION DETECTOR LIGHTPULL CHAIN LIGHT3THREE WAY SWITCHA. ALL CONSTRUCTION AND MATERIALS SHALL MEET OR EXCEED IRC 2015. LOCAL BUILDING CODES MAY HAVE DIFFERENT SPECIFICATIONS AND REQUIREMENTS THAN WHAT IS LISTED IN THE IRC 2015, THESE LOCAL REQUIREMENTS WILL SUPERSEDE THE IRC 2015. SEE THE LOCAL BUILDING DEPARTMENT FOR CHANGES.B. CONTRACTOR TO CONFIRM THE SIZES, SPACING AND SPECIES OF LUMBER OF ALL STRUCTURAL AND FRAMING MEMBERS. ANY STRUCTURAL AND FRAMING MEMBERS NOT INDICATED ARE TO BE SIZED BY OWNER/CONTRACTOR.C. THE OWNER/CONTRACTOR IS RESPONSIBLE FOR PREVENTIVE MEASURE OF THE BUILD UP OF MOISTURE OR MOLDD. ALL PRODUCTS ARE TO BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATIONS.E. ALL MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS ARE TO BE DESIGNED BY OTHERS.F. ALL EXTERIOR STAIRS ARE SHOWN FOR CONCEPT, FINAL DESIGN DETERMINE ON SITE FOR FINAL GRADE.G. THE FOLLOWING CODE INFORMATIONS IS INTENDED TO ASSIST AND INFORM YOU THROUGH CONSTRUCTION. THIS PROJECT HAS BEEN DRAWN TO PRESCIBE TO INDUSTRY STANDARDS.A. BUILDING AND STRUCTURES, AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS, AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE (R301.1)B. TABLE 301.2(1) IRC 2015. VALUES BASED FROM THE CITY OF DES MOINES, IOWA.GROUNDSNOWLOADSPEED(mph)SEISMICDESIGNCATEGORYSUBJECT TO DAMAGE FROMWEATHERINGFROST LINEDEPTHTERMITEWINTERDESIGN TEMP.ICE BARRIERUNDERLAYMENTREQUIREDFLOODHAZARDSAIRFREEZINGINDEXMEANANNUALTEMP30 PSF115ASEVERE42"MODERATE-HEAVY-0 FMARCH1984183348.6 FYESC. MINIMUM LIVE LOADS. (R301.5) IRC 2015UNHABITABLE ATTIC WITH LIMITED STORAGE 20 PSFUNHABITABLE ATTIC WITHOUT STORAGE 10 PSFHABITABLE ATTIC AND SERVED WITH FIXED STAIRS 30 PSFDECKS AND EXTERIOR BALCONIES 40 PSFGUARDRAIL AND HANDRAILS 200 PSFROOM OTHER THAN SLEEPING ROOMS 40 PSFSLEEPING ROOMS 30 PSFSTAIRS 40 PSFD. DEAD LOADS ADDITIONAL OR CHANGES TO MATERIAL NEEDS TO BE ADJUSTED TO THE BELOW CALCULATIONS.FLOOR-TOP CHORDROOF-TOP CHORDSCARPET AND PAD 1.5 PSF ROOFING-SHINGLES(220 LBS) 2 LAYER 4.40 PSF3/8" CERAMIC TILE/ 1/2" BACKER BD. 10 PSF 30 LBS. FELT 0.30 PSF3/4" HARDWOOD FLOOR 4.0 PSF 1/2" OSB OR COM PLYWOOD 1.65 PSFSUBFLOOR-3/4" OSB OR COM-PLYWOOD 2.0 PSF 1/2 ROOF TRUSS-2X4 1.10 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF CORRECTION FOR SLOPE (12/12) 1.55 PSFTOTAL WITH CARPET/PAD5.5 PSFTOTAL9.00 PSFTOTAL WITH TILE/BACKER BD.13.5 PSFTOTAL WITH HARDWOOD FLOOR7.5 PSFROOF-BOTTOM CHORDS1/2 ROOF TRUSS-2X4 1.10 PSFFLOOR-BOTTOM CHORD5/8" GYPBOARD 2.8 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF MINIMUM FOR MISC MECHANICAL/ELEC. 1.5 PSF5/8" GYPBOARD 2.8 PSF 16" BATT/BLOWN INSULATION 1.60 PSFMINIMUM FOR MISC MECHANICAL/ELEC. 0.7 PSFTOTAL5.0 PSFTOTAL7.00 PSFMINIMUM ROOF LIVE LOADS(R301.6)IRC 2015ROOF TRUSS LIVE LOAD(Lr) 20 PSFGROUND SNOW(Pg) 30 PSFFLAT ROOF SNOW (Pf) 24 PSFTHERMAL CONDITION Ct = 1.0TERRAIN EXPOSURE BDURATION OF LOAD-SNOW 1.15UNBALANCED AND SNOW DRIFT LOADINGACCORDING TO ASCE/SEI 7-10WIND DESIGN METHOD: MWFRS/C-C HYBRID ACSE/SEI 7-10EXPOSURE CATEGORY BDURATION OF LOAD-WIND 1.60SECTION R303: LIGHT AND VENTILATION IN HABITABLE ROOMS, PROVIDE NATURAL LIGHT AND VENTILATION WITH OPERABLE WINDOWS. WINDOW GLAZING SHALL NOT BE LESS THAN 8% OF THE FLOOR AREA OF EACH ROOM. 1/2 THE REQUIRED WINDOW AREA SHALL BE OPERABLE TO THE EXTERIOR FOR NATURAL VENTILATION. R303.3 BATHROOMS MAY HAVE AN OPERABLE WINDOW OF 3 S.F. IN AREA. - EXCEPTION:1. BATHROOM AND WATER CLOSET MAY BE VENTILATED WITH EXHAUST FANS AND ARTIFICIAL LIGHT.SECTION R304: THE MINIMUM AREA OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 70 SQ. FEET, EXCEPT KITCHEN. R304.2 THE MINIMUM LENGTH OR WIDTH OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 7'-0"SECTION R305: CEILING HEIGHT HABITABLE SPACE, HALLWAYS, AND PORTION OF THE BASEMENT CONTAINING THESE SPACES SHALLHAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILER ROOM, AND LAUNDRY ROOMS SHALL HAVE A CEILING HGT OF NOT LESS THAN 6'-8"-EXCEPTION 1. FOR ROOMS WITH SLOPED CEILING, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 5'-0" AND NOT LESS THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING OF LESS THAN 7'-0"2. THE CEILING ABOVE A BATHROOM AND TOILET ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8" ABOVE THE AREA OF NOT LESS THAN 30"X30" AT THE SHOWERHEAD.3. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOOR.R305.1.1 BASEMENT PORTION OF BASEMENT THAT DO NOT CONTAIN HABITABLE SPACE OR HALLWAYS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8"-EXCEPTION1. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOORSECTION R307.1 TOILET, BATH AND SHOWER SPACES. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE R307.1. 1. TOILET: MIN 15" FROM WALL OR TUB OR VANITY. . MIN 21" CLEARANCE IN FRONT OF TOILET2. VANITY: MIN 21" CLEARANCE IN FRONT OF VANITYSECTION R308 GLAZING. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATION DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURING'S DESIGNATION SPECIFYING WHO APPLIED DESIGNATION, DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD. R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE AND MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION.2. WHERE THE GLAZING IS ON THE WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR.-EXCEPTION1. DECORATIVE GLASS2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN DOOR AND THE GLAZING3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH4. GLAZING THAT IS ADJACENT TO A FIXED PANEL OF PATIO DOORS,R308.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS.1. THE EXPOSED AREA OF AM INDIVIDUAL PLAN IS LARGER THAN 9 SQUARE FEET2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR: AND4. ONE OR MORE WALKING SURFACE ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING-EXCEPTION1. DECORATIVE GLASS2. WHERE HORIZONTAL RAIL IS INSTALLED.R308.4.5 GLAZING IN WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOL, SAUNAS, STEM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTSIDE POOLS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE THE STANDING OR WALKING SURFACER308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS.GLAZING WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF THE STAIRWAY, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS.-EXCEPTIONS1. WHERE RAILING IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34" TO 38" ABOVE WALKING SURFACE.SECTION R310. EMERGENCY ESCAPE AND RESCUE OPENING. BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING.-EXCEPTION. STORM SHELTERS ANDS BASEMENT USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET.R310.2.1 MINIMUM OPENING AREA: EMERGENCY AND ESCAPE OPENING SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR AREA DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY NORMAL OPERATION FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL NOT BE LESS THAN 24" AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20"R310.2.2 WINDOW SILL HEIGHT. WHERE THE WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THEN 44" ABOVE THE FLOORR310.2.3 WINDOW WELLS: THE HORIZONTAL AREA OF THE WINDOW WELL SHALL NOT BE LESS THAN 9 SQ. FT., WITH THE HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36" THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.-EXCEPTION1. THE LADDER OR STEPS SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6".R310.2.3.1 WINDOW WELLS WITH A VERTICAL STEP GREATER THAN 44" SHALL BE EQUIPPED WITH A PERMANENT LADDER NOT LESS THAN 12" WIDESECTION 311R311.7.1 STAIRWAYS. STAIRWAY ARE TO BE NOT LESS THAN 36" WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. HANDRAILS SHOULD PROJECT MORE THAN 4 1/2" ON EITHER SIDE OF THE STAIRWAY.R311.7.5 HEADROOM. THE HEADROOM IN THE STAIRWAY SHALL BE NOT LESS THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDINGR311.7.3 VERTICAL RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"R311.7.5 THE MAXIMUM RISER IS 7 3/4" WITH A MINIMUM RUN OF 10".R311.7.8 HANDRAILS SHALL BE ON NOT LESS THAN ONE SIDE OF EACH CONTINUES RUN OF TREADSSECTION 314 SMOKE ALARMS. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND UL 217 R314.3 LOCATION1. IN EACH SLEEPING ROOM2. OUTSIDE EACH SEPARATE SLEEPING AREA3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT AND HABITABLE ATTICS4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'-0" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN THAT LOCATION.R314.3.1 SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING AREAS1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE2. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED APPLIANCE3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6'-0" HORIZONTAL FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.SECTION R315 CARBON MONOXIDE ALARMS: SHALL COMPLY WITH UL 2034. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND UL 217R315.2.1 CARBON MONOXIDE SHALL BE PROVIDED IN DWELLING UNITS WHERE EITHER OR BOTH OF THE FOLLOWING CONDITION EXIST:1. CONTAINS A FUEL-FIRED APPLIANCE2. ATTACHED GARAGE WITH AN OPENING THAT COMMUNICATES WITH THE DWELLINGSECTION 317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY.R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE PROVIDING IN THE FOLLOWING LOCATIONS BY USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE.1. WOOD JOIST OR BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12" TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION.2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED GROUND.3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER.4. THE ENDS OF A WOOD GIRDER ENTERING CONCRETE WALLS HAVING CLEARANCE OF LESS THAN 1/2" ON TOPS, SIDES AND ENDS.5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND OR LESS THAN 2" MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER.6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE SLABS.7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN WALL AND THE FURRING STRIP.R317.3.1 FASTENERS OF PRESERVATIVE-TREATED WOOD. FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS.SECTION 401.4 SOIL TEST: WHERE QUANTIFIABLE DATA CREATED BY ACCEPTABLE SOIL SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE BUILDING OFFICIAL SHALL DETERMINE WHETHER A SOIL TEST IS REQUIRED. TABLE R401.4.1CLASS OF MATERIAL LOAD BEARING PRESSURESAND, SILTY SAND, CLAYEY SAND, 2,000 POUNDS PER SQ FTSILTY GRAVEL AND CLAYEY GRAVELCLAYEY, SANDY, SLIGHTY CLAY, CLAYEY SILT, 1,500 POUNDS PER SQ FTSILT, AND SANDY SILT CLAYTHIS DESIGN IS BASED ON 2,000 POUNDS PER SQ FT, UNLESS NOTED OTHERWISE. IT IS THE BUILDER OR HOMEOWNER RESPONSIBLE TO LET PLUM DESIGN SERVICE KNOW IF THE CONDITION IN THE FIELD ARE DIFFERENT.R402.2 CONCRETE: FROM TABLE R402.2-FOUNDATION CONCRETE WALLS SHALL HAVE A MIN. STRENGTH OF 3000 PSI-GARAGE FLOOR SLABS SHALL BE 3,500 PSI -PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER SHALL BE 3,500 psi AT 28 DAYS-BASEMENT SLABS 2,500 PSI (CONCRETE SHALL BE AIR ENTRAINED WITH 5%-7% TOTAL AIR CONTENT).R403 ALL FOOTING SHALL BE PLACED ON UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL. MINIMUM FOOTING TO BE 16" WIDE X 8"DEEP FOR A 2 STORY BUILDING AND 20" WIDE X 8" DEEP FOR A 3 STORY BUILDING (TABLE 403.1) BOTH WITH 2 CONTINUOUS HORIZONTAL #4 REBAR.R403.1.6 ALL ANCHOR BOLTS SHALL BE APPROVED 1/2" IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7" INTO CONCRETE. USE TWO BOLTSPER SILL PLATE WITH BOLTS SPACED AT A MAXIMUM OF 6 FEET ON CENTER WITH A MINIMUM OF ONE BOLT NOT MORE THAN 12 INCHES FROM THE END BUT AT LEAST 3 1/2 INCHES FROM END OF SILL PLATE. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.- ALTERNATE FOUNDATION STRAPS MAY BE USED, SPECIFICATION TO PROVIDE EQUIVALENT ANCHOR TO A 1/2" DIAMETER ANCHOR BOLTS.R404 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN TABLE R404.1.2(3). REFER TO TYPICAL WALLSECTION IN THIS PLAN FOR SPECIFICATION.R406 FOUNDATION WATERPROOFING AND DAMPPROOFINGEXCEPT WHERE REQUIRED IN SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSED INTERIOR SPACES AND FLOORS ABOVE GRADE SHALL BE DAMPPROOFING FROM THE HIGHER OF THE TOP OF THE FOOTING, TO THE FINISHED GRADE.R408 UNDER FLOOR SPACETHE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE JOIST AND THE EARTH UNDER ANY BUILDING SHALL HAVE VENTILATION OPENING THROUGH THE FOUNDATION WALLS OR EXTERIOR WALLS. MIN. NET AREA OF VENTILATION SHALL NOT BE LESS THAN 1 SQ FT FOR EACH 150 SQ FT OF AREA UNDER THE FLOOR.R408.4 ACCESS THROUGH THE FLOOR IS REQUIRED TO BE 18" X 24"FRAMING MATERIALS GRADESA. ROOF, FLOOR, AND WALL SHEATHING: APA RATED SHEATHING. (LEAVE 1/8" SPACING AT PANEL ENDS AND EDGES)B. WALL STUDS: MINIMUM SPF STUD OR DOUGLAS FIR LARCH STUD.C. WALL PLATES: MINIMUM SPF #2 OR BETTER.D. DIMENSIONAL HEADERS: DOUGLAS FIR #2 OR BETTER.E. LVL HEADERS: 2950 Fb/2.0E MINIMUM.F. STEEL ASTM SPECIFICATION A992 GRADE-50 OR EQUAL R502.4 JOIST UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. R502.6 THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON CONCRETE. R502.8 NO CUTS, NOTCHES, AND HOLES BORED INTO TRUSSES, STRUCTURAL COMPOSITE LUMBER, GLUE-LAMINATED MEMBERS, OR I-JOIST ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S RECOMMENDATION OR DESIGN BY PROFESSIONAL. R502.11 WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ANSI/TPI-1. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS FOR WEB BRACING AND MULTI-CONNECTION OF GIRDERS. BSCI SHOULD BE REFER TO FOR HANDLING INSTALLATION AND BRACING OF METAL PLATE TRUSSES. R507.2 EXTERIOR DECKS/DECK LEDGER CONNECTION TO BAND JOIST. DECK LEDGER CONNECTION TO BAND JOIST SHALL BE IN ACCORDANCE WITH THIS SECTION TABLE R507.2 AND R507.2.1, AND FIGURES R507.2.1(1) AND R507.2.1(2)DEFLECTION CRITERIAFLOOR LIVE LOAD L/480FLOOR TOTAL LOAD L/360ROOF LIVE LOAD L/360ROOF TOTAL LOAD L/240WALL H/180ALL BEAMS SUPPORTING FLOOR OR ROOF LOADS ARETO BE DESIGNED WITH THE ABOVE DEFLECTION CRITERIAWIND DESIGNTOPOGRAPHICEFFECTSNONESPECIAL WINDREGIONNONEWIND-BORNEDEBRIS ZONENONECHAPTER 3 (BUILDING PLANNING)SECTION R802.10.2 DESIGN. WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATED WOOD TRUSS SHALL COMPLY WITH ANSI/TP1.R802.10.3 BRACING. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS AND SBCA'S BCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.R802.11.1.1 TRUSS UPLIFT. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL ASSEMBLIES BY CONNECTION CAPABLE OF RESISTING FORCES SPECIFIED ON THE TRUSS DESIGN DRAWINGS.SECTION R806 ROOF VENTILATION. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. REQUIRED VENTILATION OPENINGS SHALL BE DIRECTLY TO THE OUTSIDE AIR.R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION SHALL BE 1/300 (EXCEPTION 1 TAKEN)SECTION R807 ATTIC ACCESS. BUILDING WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREA THAT HAVE A VERTICAL HEIGHT OF 30" OR GREATER.1. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"X30" .2. SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION3. MINIMUM UNOBSTRUCTED HEAD ROOM IN THE ATTIC SPACE SHALL BE 30" MEASURED VERTICALLY FROM BOTTOM OF CEILING MEMBERCHAPTER 4 (FOUNDATIONS)CHAPTER 5 (FLOORS)CHAPTER 6 (WALL CONSTRUCTION)R602..1 SAWN LUMBER SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY ACCREDITATION AGENCY THAT COMPLIES WITH DOC PS 20R602.3 REFER TO TABLE R602.3(1) THROUGH TABLE R602.3(4) FOR FRAMING MEMBER FASTENINGR602.6 DRILLING AND NOTCHING- REFER TO FIGURE R602.6 (1) AND R602.6 (2)-SEE DETAIL PAGE OF PLAN FOR FIGURES.R602.7 THE ALLOWABLE SPANS OF GIRDERS/HEADERS FABRICATED FROM DIMENSIONAL LUMBER ON EXTERIOR WALLS SHALL NOT EXCEED THE VALUES OF TABLE R602.7(1)R602.8 FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENING (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND ROOF SPACE.R602.10 WALL BRACING. BUILDING SHALL BE BRACE IN ACCORDANCE WITH SECTION OR R602.12 (SIMPLIED METHOD). FROM TABLE R602.10.4.USE CS-WSP BRACING METHOD WITH MIN 3/8" SHEATHING..CHAPTER 7 (WALL COVERING)R702.1 GENERAL INTERIOR COVERING OR WALL FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. INTERIOR MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R703.7.1 FOR SUPPORT AND SECTION R703.7.4 FOR ANCHORAGE. INTERIOR FINISHES AND MATERIAL SHALL CONFORM TO THE FLAME SPREAD AND SMOKE DEVELOPMENT REQUIREMENTS OF SECTION R302.9R703.1 GENERAL: EXTERIOR WALL SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4R303.1.1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED IN SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY.R703.1.2 WIND RESISTANCE. WALL COVERINGS, BACKING MATERIALS AND THEIR ATTACHMENT SHALL BE CAPABLE OF RESISTING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AND R301.2(3).R703.2 WATER-RESISTIVE BARRIER. APPROVED WATER-RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH UPPER LAPPED OVER THE LOWER NOT LESS THAN 2" INCHES. WHERE JOINT OCCUR, LAPPED NOT LESS THAN 6".R703.3 NOMINAL THICKNESS AND ATTACHMENTS. THE MINIMUM THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH TABLE R703.3(1) AND THE WALL COVERING MATERIAL MANUFACTURER'S INSTALLATION REQUIREMENTS.R703.4 FLASHING. APPROVED CORROSION-RESIANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.1. EXTERIOR WINDOWS AND DOORS OPENINGS. (SEE MANUFACTURE OF PRODUCT FOR INSTALLATION DETAILS)2. AT INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS.3. UNDER AND AT ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION6. AT WALL AND ROOF INTERSECTIONCHAPTER 8 (ROOF-CEILING)CHAPTER 9 (ROOF ASSEMBLIES)SECTION 903R903.1 GENERAL. ROOF DECKS SHALL BE COVERED WITH THE APPROVED ROOF COVERING SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISION OF THIS CHAPTER. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURE'S INSTRUCTIONS.R903.2 FLASHING. FLASHING SHALL BE INSTALLED IN MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPING, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE.R903.2.1 LOCATION. FLASHING SHALL BE I INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF OR DIRECTION AND AROUND ROOF OPENINGS.SECTION 905R905.1 ROOF COVERING APPLICATION. ROOF COVERING SHALL BE APPLIED IN ACCORDANCE WITH THE WITH THE APPLICABLE PROVISIONS OF THIS SECTION AND THE MANUFACTURE'S INSTALLATION INSTRUCTIONS.R905.1.1 UNDERLAYMENT. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY, AND CONCRETE TILE, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND METAL ROOF PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS LISTED IN THIS CHAPTER. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WITH ASTM D 226, D 1970, D 4869 AND D 6757SHALL BEAR A LABEL INDICATING COMPLIANCE. UNDERLAYMENT SHALL BE ATTACHED IN ACCORDANCE WITH TABLE R905.1.1(3)R905.1.2 ICE BARRIERS. IF AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG EAVES CAUSING BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED. THE ICE BARRIER SHALL CONSIST OF TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND NOT LESS THAN 24" INSIDE THE EXTERIOR WALL. ON ROOFS OVER 8/12, THE ICE BARRIER SHALL BE APPLIED NOT LESS THAN 36".R905.2 ASPHALT SHINGLES, THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION AND MANUFACTURE'S INSTALLATION.R905.2.2 SLOPE. ASPHALT SHINGLES SHALL BE USED ON ROOF SLOPES OF 2/12 OR GREATER. FOR SLOPES FROM 2/12 UP TO 4/12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905.1.1R905.2.8 FLASHING. FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTIONCHAPTER 10-43REFER TO THE CHAPTERS IN THE IRC 2015 FOR THE DESIGN AND REQUIREMENTS OF THESE ITEMS.CHAPTER 10 CHIMNEYS AND FIREPLACECHAPTER 11 ENERGY EFFICIENCYCHAPTER 12&13 MECHANICAL & GENERAL MECHANICAL SYSTEMS REQUIREMENTSCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCESCHAPTER 15 EXHAUST SYSTEMSCHAPTER 16 DUCT SYSTEMSCHAPTER 17 COMBUSTION AIRCHAPTER 18 CHIMNEYS AND VENTSCHAPTER 19-22 SPECIAL APPLIANCE, WATER HEATERS, HYDRONIC PIPING AND SPECIAL PIPINGCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMSCHAPTER 24 FUEL GASCHAPTER 25-33 PLUMBING RELATED ITEMSCHAPTER 35-43 ELECTRICAL RELATED ITEMSGENERAL NOTES:PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.0Cover PagePDS 3301Classic BuildersSH Hamilton - NP - Std. CGarage RightFull FoundationDRAWING LISTA.0 Cover PageA.1 ElevationsA.2 ElevationsA.3 Foundation PlanA.4 Main Floor PlanA.4A Flr. Plan OptionsA.5 Building Sec.A.6 DetailsA.7 Wall BracingE.1 ElectricalF.1 Floor Covering Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"5 / 12WINDOW HDR. HGT.7' - 0"1281281281288' - 1 1/8"METAL FASCIA4" VINYL GABLEFREIZE BOARD4" VINYL ON CORNERS - ALL ELEVATIONSVINYL SIDINGSTONE CAP6" VINYL TRIM- GARAGE DOORSTONE VENEER6" VINYL TRIM AROUND WINDOWS- ALL ELEVATIONSTOP OF STONETOP OF FOUNDATION3' - 2"D128Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"8' - 0"1' - 2 1/8"8' - 1 1/8"Basement Plan-8' - 10 1/8"5 / 12WINDOW HDR. HGT.7' - 3 1/4"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 1/4" = 1'-0"A.1ElevationsPDS 3301Classic BuildersSH Hamilton - NP - Std. CGarage RightFull FoundationScale: 1/4" = 1'-0"1FRONT ELEVATIONScale: 1/4" = 1'-0"2REAR ELEVATIONESTIMATED AREA - WALL CLADDINGMATERIAL TYPEMATERIALSFMATERIAL%MATERIALELEVATIONSiding - 8" 1721 SF 100.0%Siding - 8" 361 SF 92.7% FrontStone 28 SF 7.3% Front- SQUARE FOOTAGE OF CLADDING/SIDING IS TAKEN FROM THE EXPOSED SURFACE OF THE WALL. 1. THE AREA INCLUDES SURFACES BELOW DECORATIVE TRIM BOARDS. 2. THE AREA EXCLUDES WINDOW AND DOOR OPENINGS. Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"1258 / 128' - 1 1/8"1' - 2 1/8"8' - 0"7' - 0"WINDOW HDR. HGT.1258 / 12Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"Basement Plan-8' - 10 1/8"1258 / 121255 / 128 / 12AB5 / 128 / 128 / 12B8 / 12A7' - 0"10' - 5"19' - 11"12' - 0"B10' - 10"4"3' - 0"3' - 0"3' - 0"3' - 0"8 / 12ROOF PLAN LEGENDSYMBOL WALL HGT. PITCH OVERHANG HEEL HGT.ALL RAKE OVERHANGS ARE 12" UNLESS NOTED8'-1 1/8" 8/121'-4" 11"BA 8'-1 1/8" 5/12 1'-4" 7"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.2ElevationsPDS 3301Classic BuildersSH Hamilton - NP - Std. CGarage RightFull FoundationScale: 3/16" = 1'-0"1LEFT ELEVATIONScale: 3/16" = 1'-0"2RIGHT ELEVATIONScale: 3/16" = 1'-0"3ROOF PLANESTIMATED ROOF SF2508 SF- SQUARE FOOTAGE OF ROOF IS TAKEN FROM THE EXPOSED SURFACE OF THE ROOF. 1. THE AREA EXCLUDES SHEATHED SURFACES BELOW VALLEY. 2. NO WASTE FACTOR HAS BEEN INCLUDED UP 14 RFURNWHCOSDCOCOUP 14 RS.P.FD11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/CUNEXCAVATEDUNEXC.14' - 2"4' - 2"22' - 0"4' - 8"4' - 0"13' - 4"21' - 4"2X6 BEARING WALLWALL FRAMINGABOVEWALL FRAMINGABOVEEEACE11' - 10"3 1/2"6' - 11 3/4"3 1/2"17' - 7 1/4"3 1/2"3' - 0 1/2"E2X10 SYP #2 TRD DECKJOISTS @ 16" 0/CA2' - 10"16' - 4"2' - 10"1A.516' - 5 1/4"11' - 2 1/4"5 1/2"5' - 0"3 1/2"12' - 7 1/2"22' - 0"28' - 8"6' - 2"3 1/2"3' - 10"5 1/2"17' - 11"6' - 2"3 1/2"3' - 10"5 1/2"17' - 11"BTHRM.7'-9 1/2"TILE FLR11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11' - 10"3 1/2"2' - 1"3 1/2"25' - 10"BDRM. 47'-9 1/2" CLGCARPETFAMILY RM.7'-9 1/2" CLGCARPETBSTORAGE7'-9 1/2" CLGCONC.CANTILEVER ABOVE(2) 9 1/2'' DROPPED LVLC33' - 4"7' - 0"9' - 6"9' - 6"2A.5TO NOSING(2) 11 7/8'' FLUSH LVL(1) 11 7/8'' FLUSH LVL3A.5D123' - 0"2'-8" x 5'-0"TUB SHOWERD165' - 0"D102' - 6"19' - 1 1/4"3 1/2"10' - 11 3/4"9' - 11 1/2"(3) 2X10 DF #2(1) 11 7/8" LVL FLUSHB.P.B.P.18'' DIA. CONC. FOOTING TO BELOW FROSTBasement EgressDROP CONCRETE FOR GARAGE DOOR4' - 8"46' - 0"50' - 8"CLOSETFLUSH HDR.D123' - 0"HDR.3-6 VANITY(1) 11 7/8" LVL FLUSH(3) 2X10 SYP. #2 TRD.6' - 9 1/2"5' - 10"Basement EgressC40' - 4"1' - 6"10' - 6"12' - 0"1' - 6"9' - 0"1' - 6"12' - 0"50' - 8"9' - 0"3 1/2"8' - 7 1/2"OPTIONALOPTIONALOPTIONAL2-6 x 6-82-6 x 6-85-0 x 6-8BifoldCLOSET40' - 4"EF1WALL FRAMINGABOVEOPTIONAL WET BAR DDBAR FRIDGESINK W/ STEM GLASS HOLDER ABOVE8"4' - 0"4' - 0"1 1/2"BELOW FROSTTOP OF FOUND.DROP CONCRETE WALLFOR GARAGE DOORABGARAGE SLABCGARAGE SLABTOP OF FOUND.1' - 4"1' - 4"1' - 4"8"4' - 0"DFLASHING BEHIND CONCRETESTOOP CAP - SEE PLAN FOR LEDGE SIZE. BELOW FROSTVERIFY CONCRETE WALLHEIGHT IN FIELD PER SITEEGHBELOW FROSTF1' - 4"1' - 4"1' - 4"8"3' - 8"8' - 0"8"8' - 0"8"8' - 0"740 SFBasement-OptionalFinished725 SFBasement-UnfinishedPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.3Foundation PlanPDS 3301Classic BuildersSH Hamilton - NP - Std. CGarage RightFull FoundationScale: 1/4" = 1'-0"3Basement PlanWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2 SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660 F 3' - 0" 5' - 0" 7' - 0" PictureC 2 Basement Egress 4' - 0" 4' - 0" 7' - 0" Meets Egress-SuppliedFrom Concrete CompanyD 1 2436 SH 2' - 0" 3' - 0" 4' - 0"Scale: 3/8" = 1'-0"1FOUNDATION SECTIONSDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad -Verify ROD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 4 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD26 2 2-4 x 6-8 4' - 9" 7' - 0 1/2" Pocket Door - Verify ROD32 2 5-0 x 6-8 Bifold 5' - 2" 6' - 10" 4-Panel BifoldCONCRETE SCHEDULE (4" CONCRETE)LOCATIONSQUAREFEETAREACUBICYARDSFloor: Front Porch 18 SF 0.2 CYFloor: Basement Slab 1357 SF 16.8 CYFloor: Garage Slab 456 SF 5.6 CYAREA SCHEDULENAME SQ FTBasement-Optional Finished 740 SFMain Floor 1472 SF2213 SFBasement-Unfinished 725 SFGarage 467 SFPorch 18 SF1211 SFGrand total: 5 3424 SFGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDFOOTING SCHEDULEMARK DIMENSIONS REINFORCEMENT NOTESF1 36" x 36" x 12" #4's @ 7" O.C. E/W (5) min. DN 14 RDN. APROX. 3 RDWDWREF.COSDSDSDCODN 14 R22" x 30"SHUTTLE OPENINGFAMILY RM.VAULTED CLG.CARPETMSTR. BDRM.STEP CLG.CARPETBTHRM.8'-1 1/8"TILE FLRLNDRY.8'-1 1/8"TILE FLRENTRY8'-1 1/8"TILE FLR.3' - 9 1/2"9' - 5"4' - 2"4' - 8"3 1/2"3' - 7"3 1/2"8' - 11 1/2"11' - 1 1/2"3 1/2"2' - 1"3 1/2"4' - 8 1/2"3 1/2"11' - 1 1/2"5 1/2"9' - 11 1/2"GARAGE4" CONCRETE SLAB SLOPING TOWARDS DOORSD102' - 6"3' - 0"D1ROOF TRUSSES@ 24" O/C16' - 0"D4D262' - 4"D112' - 8"1A.5A(2) 14" LVL HDR2' - 4 1/2"19' - 0"DIRECT VENT F.P.(TYP.)2' - 4"D82' - 0"CLO.18' - 1"3 1/2"3' - 10"3 1/2"6' - 1 1/2"22' - 0 1/2"28' - 7 1/2"1' - 0"14' - 0"4' - 4"22' - 0"OPEN RAILING11' - 0"11' - 0"2A.5TO NOSING3A.5VAULTVAULT14' - 1"5 1/2"4' - 0"3 1/2"3' - 0 1/2"5 1/2"5' - 10"5 1/2"D92' - 4"7 1/2"ROOF TRUSSES@ 24" O/CB17' - 10"5' - 4"17' - 2"6' - 2"6' - 2"6"14' - 1"5 1/2"7' - 4"5 1/2"5' - 10"5 1/2"(2) 2X10 DF #23660 F3660-2 SHW.I.C.8'-1 1/8"CARPET22' - 0 1/2"2X6 WALL4-0 X 3-0SHOWERD262' - 4"2X6 WALLD22' - 8"LOCKERS2' - 2"2' - 2"2-8 X 5-0TUB/ SHOWERABKFST RM.VAULTED CLG.HWLKITCHENVAULTED CLG.HWLBDRM. 38'-1 1/8" CLG.CARPETBDRM. 28'-1 1/8" CLG.CARPETBTHRM.8'-1 1/8"TILE FLRCLOSETCLOSET11' - 0"3 1/2"5' - 0"3 1/2"10' - 9"3 1/2"18' - 4 1/2"11' - 1 1/2"3 1/2"2' - 7"5' - 4 1/2"5' - 4 1/2"7' - 0"7' - 0"D102' - 6"D102' - 6"D92' - 4"D325' - 0"ADECKROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CD325' - 0"18' - 4 1/2"3 1/2"6' - 5 1/2"3 1/2"4' - 0"3 1/2"5' - 0"3 1/2"6' - 10"(1) 3 1/2" X 9 1/2" LSL / 2JS1' - 0"6"1' - 0"D36' - 0"4' - 2"24' PANTRYSTOVE4' - 8"46' - 0"1' - 0"6' - 0"9' - 11"1' - 11"FLUSH COUNTER3660-2 SH3660-2 SH12'-0'' X 12'-0''42" VAN.3' - 2 1/2"3 1/2"7' - 6"4' - 0"7' - 0"4' - 0"3' - 4"STEPS40' - 4"5' - 9"10' - 4 1/2"9' - 9 1/2"3 1/2"3' - 5"3 1/2"4' - 8 1/2"5 1/2"3660 FB2X4 WALLABEFCMAIN FLOOR OPTIONSA - COVERED DECKB - 4 SEASONS BEHIND FAMILY RM. C - 4 SEASONS BEHIND BREAKFAST RM. E - 9' CEILING WITH TRAY IN FAMILY RM.F - TILE SHOWERD - 2' DINING RM. ADDITIONDGG - STONE FIREPLACE40' - 4"VAULT RIDGE 3:12(1) 3 1/2" X 9 1/2" LSL / 2JS(1) 3 1/2" X 9 1/2" LSL / 2JS8'-1 1/8"8'-9 1/8"+ 8"END PANEL*VERIFY FINAL DESIGN WITH BUILDER*VERIFY FINAL DESIGN WITH BUILDER4' - 0 1/2"3 1/2"12' - 10"1' - 11"2' - 1 1/2"3' - 0 1/2"3' - 0 1/2"51' - 8"51' - 8"2X6 WALL18'' LIN. CAB.66" VAN.1472 SFMain Floor467 SFGarage18 SFPorchPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.4Main Floor PlanPDS 3301Classic BuildersSH Hamilton - NP - Std. CGarage RightFull FoundationScale: 1/4" = 1'-0"5Main Floor PlanWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2 SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660 F 3' - 0" 5' - 0" 7' - 0" PictureC 2 Basement Egress 4' - 0" 4' - 0" 7' - 0" Meets Egress-SuppliedFrom Concrete CompanyD 1 2436 SH 2' - 0" 3' - 0" 4' - 0"DOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad -Verify ROD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 4 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD26 2 2-4 x 6-8 4' - 9" 7' - 0 1/2" Pocket Door - Verify ROD32 2 5-0 x 6-8 Bifold 5' - 2" 6' - 10" 4-Panel BifoldAREA SCHEDULENAME SQ FTBasement-Optional Finished 740 SFMain Floor 1472 SF2213 SFBasement-Unfinished 725 SFGarage 467 SFPorch 18 SF1211 SFGrand total: 5 3424 SFGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARD PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/2" = 1'-0"A.4AFlr. Plan OptionsPDS 3301Classic BuildersSH Hamilton - NP - Std. CGarage RightFull FoundationScale: 1/2" = 1'-0"1Z - OPTIONAL PANTRY OPTION AScale: 1/2" = 1'-0"2Z - OPTIONAL PANTRY OPTION B 8' - 1 1/8"1' - 0 5/8"8' - 1 1/2"8"9' - 3 1/2"10' - 11 3/4"TO NOSING11' - 1 1/2"3 1/2"2' - 1"3 1/2"5' - 9"10' - 4 1/2"5 1/2"9' - 11 1/2"TO NOSING7 9/16" RISERUN.10"1" NOSING19' - 1 1/4"3 1/2"20' - 11 1/4"MIN. HEAD HGT.6' - 8"Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"18' - 4 1/2"23' - 5 1/2"3' - 2"42' - 0"4' - 0"125123HEEL7"7" HEEL HGT.Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"2' - 4"8' - 11"2' - 10"1258"8' - 1 1/8"HEEL7"1/2" OSB W/ 30# ROOFING PAPER & ASPHALT SHINGLESSOFFIT FRAMING MATERIAL AS REQ.2X6 SUB FASCIALAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-20 INSULATIONMOISTURE BARRIER ALL EXT. WALLSTRUSS ROOF BYMANUF. @ 24" O.C.1/2" GYP. BOARD2X6 BOTTOM PLATEPROVIDE ADEQUATE WATERPROOFING4" CONC. FLOOR SLAB3/4" T&G SUB FLOOR (GLUED AND NAILED)(2) 2X6 TOP PLATES5/8" GYP. BOARDFLOOR SYSTEM PER MANUF.8' - 1 1/8"4" DRAIN TILE IN PEA GRAVEL BED RUN TO PUMPR-21 INSULATION AT EXTERIOR WALLSGUTTER APRONGUTTER PER MANF.GRADEMIN.0' - 6"TYPICAL 16" X 8" CONC. FTG.W/ 2 #4 HORZ. RODS CONTINUOUSSPLICING AS NECESSARY ONUNDISTURBED SOIL OR EQUAL2X6 TREATED SILL PLATE W/ SEALERAND 1/2" ANCHOR BOLTS @ 72" O.C. MAX.EMBEDDED 7". USE 2 BOLTS PER SILL PLATEW/ BOLTS PLACED AT 12" FROM EACH END OFSILL PIECE. FOUNDATION ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENTANCHORAGE TO 1/2" DIA. ANCHOR BOLTS MAY BE USED.8" POURED CONCRETE FOUNDATION WALLVERTICAL STEEL (GRADE 60) : #6 @ 36" O.C. (OR #4 @ 16") ON 8'-0" #6 @ 32" O.C (OR #4 @ 15") ON 9'-0" & #6 @ 22" (OR #4 @ 10") ON 10'-0" TALL WALLSREFER TO IRC 2015 TABLE R404.1.2(3) AND TABLE R404.1.2(9).HORIZ. STEEL: #4 @ 1'-6", 4'-4", AND 7'-0" OFF FOOTING, (SPLICING AS NECESSARY, MIN 12" OVERLAP). 9'-0" & 10'-0": (4) #4 BARS SPACED EQUALLY W/ TOP BAR WITHIN 12" FROM TOP OF WALL8' - 0"R-49 INSULATIONPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.5Building Sec.PDS 3301Classic BuildersSH Hamilton - NP - Std. CGarage RightFull FoundationScale: 3/8" = 1'-0"1STAIR SECTIONScale: 1/4" = 1'-0"2FAMILY ROOMScale: 1/4" = 1'-0"3MASTER BEDROOMScale: 1/2" = 1'-0"4TYPICAL WALL SECTION - RANCH 2' - 6"22" X 30" MINIMUM CLEARANCE REFER TO IRC 807.1MINIMUM CLEARANCE IS MEASURED FROM THE TOP OF THE BOTTOM CHORD TO BOTTOM OF THE TOP CHORD1' - 10 1/2"1' - 0"MINIMUM.BETWEEN TRUSSESROOF TRUSS PER MANUFACTUREGYPSUM BOARDINSULATION1/2" OSB1/2" GYPSUM BOARD2X4 FRAMINGSIDE VIEW END VIEWEXTERIOR SHEATHINGWATER-RESISTIVE BARRIER-PLACE OVER FLASHING SELF-ADHERED BITUMINOUS MEMBRANE- MIN. 6" ABOVE LEDGER BOARD TO TOP OF FOUNDATION WALL.CONTINUOUS FLASHING ON TOP OF LEDGER BOARD/JOISTAT LEAST 3" PAST HANGER2X LEDGER BOARD-MIN. SAME SIZE AS DECK JOIST AND NO GREATER THAN BAND JOISTJOIST HANGER1/2" DIA. LAG SCREW WITH WASHER OR THROUGH BOLTS WITH WASHER, PLACED A MIN. OF 2" FROM TOP AND BOTTOM EDGES. DESIGN OF SPACING IS BY OTHERS.DECK JOISTFOUNDATION WALLEXTERIOR SIDINGBAND JOIST.- MIN. 1 1/8" THICKFLOOR JOIST-SEE PLANTABLE R507.2DECK LEDGER CONNECTION TO BAND JOIST/SIMPSON STRONG TIE SDWS SCREWSLOADING: DECK LIVE LOAD 40 PSF/ DECK DEAD LOAD 10 PSF1/2" LAG SCREWSSIMPSON SDS22400DBSIMPSON SDS22400DBCONNECTION DETAILMAXIMUM DECK JOIST SPANUP TO 6'-0" UP TO 8'-0" UP TO 10'-0" UP TO 12'-0" UP TO 14'-0" UP TO 16'-0" UP TO 18'-0MAXIMUM ON CENTER SPACING OF FASTENERS (STAGGER IN 2 ROWS)LEDGER BOARD SIZE2X SYP1 1/8 OSB RIM/1 1/4" LSL RIM2X SYP30 23 18 15 11 1016 12 1076 522 16 13 11981387MIN EDGE DISTANCEMIN END DISTANCE1 7/16"6"1 7/16"6"2" 2"TOP PLATESBORED HOLE MAX. DIAMETER 40 PERCENT OF STUD DEPTH ON EXTERIOR WALLS AND INTERIOR BEARING WALLS.(60 PERCENT ON INTERIOR NON BEARING WALLS)5/8 INCH MINIMUM TO EDGESTUDNOTCH MUST NOT EXCEED 25 PERCENT OF STUD LENGTH ON EXTERIOR WALLSAND INTERIOR BEARING WALLS. (40 PERCENT OF STUD DEPTH ON INTERIOR NON BEARING WALLS)BORED HOLES SHALL NOT BE LOCATEDIN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD. (ALL WALLS)IF HOLE IS BETWEEN 40 PERCENT AND 60 PERCENTOF STUD DEPTH, THAN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLE AND SO BORED. (EXTERIOR WALLS AND INTERIOR LOAD BEARING ONLY)5/8 INCH MINIMUM TO EDGEFIGURE R602.6(1) AND R602.6(2) IRC 2015FIGURE R602.6.116 GAGE AND 1.5 INCH WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE NOTCH WITH 8-16D NAILS EACH SIDE. EXTERIOR OR INTERIOR BEARING WALLS ONLY. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING.PIPE OR DUCTWORKNOTCH GREATER THAN 50PERCENT OF THE PLATE WIDTH1' - 0"OR LESSDRIP EDGECONTINUOUS 2X6 MATERIALWITH SOLID BLOCKING @ 24" O.C.SOFFIT MATERIAL5/4" X2" SIDING TRIM ORSEE ELEVATION5/4"X8" RAKE BOARDEXTERIOR LAP SIDINGEXTERIOR SHEATHINGGABLE END TRUSSROOF SHEATHINGGABLE END BRACING(DESIGNED BY OTHERS)2X BLOCKINGROOF TRUSS2' - 0"MAX.INTERIOR FRAMING PARTITION2X4 FLAT BLOCKINGINSULATION2X4/2X6 EXTERIORWALL FRAMINGDOUBLE 2X4/2X6TOP PLATESINGLE 2X4/2X6 BOTTOM PLATE2X4 FLAT BLOCKING2X4/2X6 EXTERIOR WALL2X6 WALL STUDS@ 16" O/C2X6 END WALL STUD2X4 BACKER BOARD FOR SIDING CORNER BOARD2X6 DRYWALL BACKING STUDINTERIOREXTERIOR2X62X62X62X4SIDING CORNERBORDCORNERBOARD NAILEREXTERIOR SHEATHING2'-0" MIN.OPERABLE WINDOWOPERABLE WINDOWTOP OFFINISHED FLOOR(EXAMPLE: TILE, HARDWOOD, CARPET, ETC.)LOWEST POINT OF CLEAR WINDOW OPENINGGRADER312.2 APPLIES TO WINDOWGREATER THAN 6'-0"LESS THAN 6'-0"EXCEPTION:IF WINDOW WELL EXIST BELOW WINDOW, HEIGHT IS TAKEN FROM BOTTOM OF WINDOW WELLR312.2.1 WINDOW SILLSIn dwelling units, where the top of sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operablewindow shall comply with on of the following:1. Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position.2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 20903. Operable windows that are provided with opening control devices that comply with Section R312.2.2R312.2.2 Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of thewindow unit to less than the area required by Section R310.2.1NO MINIMUM REQUIREMENTSSECTION 310 -IRC 2015EGRESS WINDOW REQUIREMENT44" MAXIMUM SILL HEIGHTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(2)2X6 TOP PLATES 1/2" GYP BOARDROUGH OPENINGWINDOW FRAMEWINDOW FRAMEROUGH OPENINGWINDOW HEADJAMBWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION AND FLASHING(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CJAMBEXTERIOR TRIM PER ELEVATIONSWINDOW DETAILSWILL VARY WITHMANUFACTURERINTERIOR TRIMINTERIOR TRIMTYPICAL HDR:1-KS (KING STUD)1-JS (JACK STUD)SEE FLOOR PLAN FOR CHANGESKJKJSEE WINDOW SCHEDULET.O. ROUGH OPENINGWINDOW HDR. HGTTRUSS HEEL5/8" CLG. GYP BOARDCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGCAULKING/SEALANT WITH BACKER RODFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGFLOOR SYSTEM(2)2X6 TOP PLATES 1/2" GYP BOARD1/2" EXT. SHEATHING5/8" CLG. GYP BOARD3/4" SUB FLOORWINDOW FRAMEROUGH OPENINGWINDOW HEADWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CREFER TO PLANRIM BOARD(1)2X6 SILL PLATEBATT INSULATIONBATT INSULATIONEXTERIOR TRIM PER ELEVATIONSSIDING MATERIAL-SEE BUILDERINTERIOR TRIMINTERIOR TRIMT.O. ROUGH OPENINGWINDOW HDR. HGTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(1)2X6 SILL PLATE PAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHINGCAULKING/SEALANT WITH BACKER RODCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE SILLDRAIN AWAY FROM WINDOWRAINSCREEN MAT(RECOMMENDED)**SEE STONE MANUFACTURE FOR INSTALL DETAILSFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIEROVER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE VENEER CAPRAINSCREEN MAT(RECOMMENDED)DRIP CAPSTONE VENEERBEAM- SEE PLAN6X6 POSTMIN.2 1/2"(2) 1/2" DIAMETERTHROUGH BOLTS WITH WASHERSAPPROVED POST CAPNOTCH BEAM SUPPORT METHOD FOR 2-PLY MEMBERSALTERNATE SUPPORT METHOD FOR 3-PLY MEMBERSAPPROVED POST BASECONCRETE FOOTINGHURRICANE TIEDECK BOARDSINVERTED FLANGE HANGERDECK BEAMDECK JOIST6X6 POST CONTINUOUS TO ROOF BEAMALTERNATE SUPPORT CONNECTION FOR COVERED DECKSLOPE AWAY FROM POST AT 1/12SEE PLANMIN. 42" BELOW GRADE1/2" OSB/GYP BOARD BEHIND ALL EXTERIOR TUBFROM FLOOR TO UNDERSIDE OFTUB SURROUND FOR BLOWN INSULATION.DRYWALL ONLY ABOVE TUB UNIT. TUB / SHOWER UNIT PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.6DetailsPDS 3301Classic BuildersSH Hamilton - NP - Std. CGarage RightFull FoundationScale: 3/8" = 1'-0"4ATTIC ACCESS OPENING1Scale: 1" = 1'-0"2DECK LEDGER CONNECTION2Scale: 3/8" = 1'-0"7NOTCHING AND BORING HOLELIMITATIONS1Scale: 3/4" = 1'-0"10RAKE OVERHANG-WOOD1Scale: 3/4" = 1'-0"6EXTERIOR WALL LADDERScale: 3/4" = 1'-0"1TYPICAL EXTERIORWALL CORNERSScale: 3/8" = 1'-0"52015 IRC R612 WINDOW FALLPROTECTIONScale: 1" = 1'-0"13TYPICAL EXTERIOR HEADERScale: 3/4" = 1'-0"3DECK-POST CONNECTION1Scale: 1/2" = 1'-0"9Bath Tub-OSB Insulation1 --FASTENER SCHEDULE FOR INTERIOR BRACED WALL LINES (BWL) - NOTED ON PLANMETHOD GB - BOTH SIDES GYP - 7" EDGES (INCLUDING TOP & BOTTOM PLATES) & 7" FIELDMETHOD WSP - 1 SIDE OSB/PLYWOOD - 6" EDGES & 12" FIELD, 1 SIDE GYPEXTERIOREXTERIORINTERIORINTERIORCS-PF1CS-WSPCS-PF1CS-PF2CS-WSPCS-PF2SINGLE PORTALDOUBLE PORTALSINGLE PORTALDOUBLE PORTAL--NOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANPFH1PFH2PFH1SINGLE PORTALDOUBLE PORTALNOTED ON PLANNOTED ON PLANNOTED ON PLANMIN 7/16" OSB SHEATHING-SEE APA DETAILS2X4 GARAGE DOOR TRACK BLOCKING2x6 JAMBWOOD OR ALUMINUM WRAPFINISH-SEE BUILDERMIN. (2) 2X JACK STUDSROUGH OPENING- SEE DOOR SCHEDULEPER BRACING METHODSEE MIN WIDTH FORMIN LENGTH FOR CONTINUOUS SHEATHING - PORTFAL FRAME (CS-PF)PER TABLE R602.10.5(HEIGHT TAKEN FROM TOP OF FOUNDATION WALL TO TOP PLATES OF GARAGE WALL)8'-0" WALL = 16"9'-0" WALL = 18"10'-0" WALL = 20"11'-0" WALL = 22"12'-0" WALL = 24"MIN. 2'-0" OSB RETURN ON THE CORNER OR HOLD DOWN. SEE DETAIL 1/FIGURE 602.10.7 (2) 1/2" CONCRETE ANCHOR BOLTS MIN 7" EMBEDMENT W/ 2"X2"X3/16" WASHERMIN. 1/2" GYP ON INTERIOR WALLSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.7Wall BracingPDS 3301Classic BuildersSH Hamilton - NP - Std. CGarage RightFull FoundationScale: 1/4" = 1'-0"2BRACED WALL PANELCONNECTIONScale: 1/4" = 1'-0"1CS-END CONDITIONSScale: 1/4" = 1'-0"4BRACING METHOD CS-PFScale: 1/4" = 1'-0"3BRACING METHOD PFHScale: 1" = 1'-0"5GARAGE DOOR JAMB - BRACINGMETHOD CS-PFScale: 1/4" = 1'-0"6BRACING METHOD CS-WSP DN 14 RDN. APROX. 3 RDWDWREF.UP 14 RFURNWH187 SF194 SF168 SF40 SF56 SF62 SF32 SF108 SF66 SF139 SF136 SF29 SF40 SFHALLWAY 1FAMILY RM.MSTR. BDRM.BTHRM.W.I.C.ENTRYHALLWAY 2LNDRY.BKFST RM.KITCHENBDRM. 3BTHRM.BDRM. 245 SFOPTIONAL WET BAR145 SF36 SF409 SF19 SFSTAIR LANDINGFINISH AREA AT BOTTOM OF STAIRS.INCLUDED IN STANDARD PACKAGE.BDRM. 4BTHRM.STORAGESTORAGEFAMILY RM.OPTIONAL OPTIONAL OPTIONAL PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 3/16" = 1'-0"F.1Floor CoveringPDS 3301Classic BuildersSH Hamilton - NP - Std. CGarage RightFull FoundationScale: 3/16" = 1'-0"1Main FloorScale: 3/16" = 1'-0"2Basement Plan NOT FOR CONSTRUCTIONTHESE ARE PLANS ARE CONCEPTIONAL PLANS AND HAVE NOT BEEN APPROVED AS A BID SET OR FOR CONSTRUCTIONMISC. SYMBOLSFROST PROOF HOSE BIBFLOOR LINE ABOVESTRUCTURAL BEAM/HEADER OR GIRDER TRUSSLOAD BEARING WALLSOLID BLOCKING FROM CONCENTRATED LOADCONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.ABBREVIATIONSADJ ADJUSTABLEAWN. AWNINGBTM. BOTTOMBSMT. BASEMENTBTW. BETWEENCA CASEMENTCANT. CANTILEVERCAB. CABINETC CENTER LINECLG CEILINGC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETED DRYERDIA. DIAMETERDN DOWNDH DOUBLE HUNGDW DISHWASHERF.D. FLOOR DRAINFLR. FLOORFT. FEETFURN. FURNACEHDR. HEADERHDWD HARDWOODINSUL. INSULATIONJST. JOISTLVL LAMINATED VENEER LUMBERLIN. LINENMAX. MAXIMUMMIN. MINIMUMO/C ON CENTERO.H.D. OVERHEAD DOOROPNG. OPENINGPED. PEDESTALN.T.S. NOT TO SCALEREF REFRIGERATORREQ REQUIREDRO ROUGH OPENINGRM ROOMSH SINGLE HUNGS & R SHELF AND RODS.F. SQUARE FEETS.P. SUMP PITSTL STEELTYP. TYPICALTRANS. TRANSOMUNEX. UNEXCAVATEDVAN. VANITYW WASHERW/ WITHW.H. WATER HEATERLELECTRIC SYMBOLSRBMPCSMOKE/HEAT DETECTORLIGHT WITH E. FANEXHAUST FANCABLE OUTLETPHONE OUTLET240 VOLT RECEPTACLEDUPLEX RECEPTACLE OUTLETSINGLE RECEPTACLE OUTLETDIMMER SWITCHSINGLE POLE SWITCHGARAGE DOOR OPENERELECTRIC PANELCEILING MOUNTED LIGHTWALL MOUNTED LIGHTRECESSED LIGHTFLUORESCENT LIGHTDMBAR LIGHTW.M. MOTION DETECTOR LIGHTPULL CHAIN LIGHT3THREE WAY SWITCHA. ALL CONSTRUCTION AND MATERIALS SHALL MEET OR EXCEED IRC 2015. LOCAL BUILDING CODES MAY HAVE DIFFERENT SPECIFICATIONS AND REQUIREMENTS THAN WHAT IS LISTED IN THE IRC 2015, THESE LOCAL REQUIREMENTS WILL SUPERSEDE THE IRC 2015. SEE THE LOCAL BUILDING DEPARTMENT FOR CHANGES.B. CONTRACTOR TO CONFIRM THE SIZES, SPACING AND SPECIES OF LUMBER OF ALL STRUCTURAL AND FRAMING MEMBERS. ANY STRUCTURAL AND FRAMING MEMBERS NOT INDICATED ARE TO BE SIZED BY OWNER/CONTRACTOR.C. THE OWNER/CONTRACTOR IS RESPONSIBLE FOR PREVENTIVE MEASURE OF THE BUILD UP OF MOISTURE OR MOLDD. ALL PRODUCTS ARE TO BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATIONS.E. ALL MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS ARE TO BE DESIGNED BY OTHERS.F. ALL EXTERIOR STAIRS ARE SHOWN FOR CONCEPT, FINAL DESIGN DETERMINE ON SITE FOR FINAL GRADE.G. THE FOLLOWING CODE INFORMATIONS IS INTENDED TO ASSIST AND INFORM YOU THROUGH CONSTRUCTION. THIS PROJECT HAS BEEN DRAWN TO PRESCIBE TO INDUSTRY STANDARDS.A. BUILDING AND STRUCTURES, AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS, AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE (R301.1)B. TABLE 301.2(1) IRC 2015. VALUES BASED FROM THE CITY OF DES MOINES, IOWA.GROUNDSNOWLOADSPEED(mph)SEISMICDESIGNCATEGORYSUBJECT TO DAMAGE FROMWEATHERINGFROST LINEDEPTHTERMITEWINTERDESIGN TEMP.ICE BARRIERUNDERLAYMENTREQUIREDFLOODHAZARDSAIRFREEZINGINDEXMEANANNUALTEMP30 PSF115ASEVERE42"MODERATE-HEAVY-0 FMARCH1984183348.6 FYESC. MINIMUM LIVE LOADS. (R301.5) IRC 2015UNHABITABLE ATTIC WITH LIMITED STORAGE 20 PSFUNHABITABLE ATTIC WITHOUT STORAGE 10 PSFHABITABLE ATTIC AND SERVED WITH FIXED STAIRS 30 PSFDECKS AND EXTERIOR BALCONIES 40 PSFGUARDRAIL AND HANDRAILS 200 PSFROOM OTHER THAN SLEEPING ROOMS 40 PSFSLEEPING ROOMS 30 PSFSTAIRS 40 PSFD. DEAD LOADS ADDITIONAL OR CHANGES TO MATERIAL NEEDS TO BE ADJUSTED TO THE BELOW CALCULATIONS.FLOOR-TOP CHORDROOF-TOP CHORDSCARPET AND PAD 1.5 PSF ROOFING-SHINGLES(220 LBS) 2 LAYER 4.40 PSF3/8" CERAMIC TILE/ 1/2" BACKER BD. 10 PSF 30 LBS. FELT 0.30 PSF3/4" HARDWOOD FLOOR 4.0 PSF 1/2" OSB OR COM PLYWOOD 1.65 PSFSUBFLOOR-3/4" OSB OR COM-PLYWOOD 2.0 PSF 1/2 ROOF TRUSS-2X4 1.10 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF CORRECTION FOR SLOPE (12/12) 1.55 PSFTOTAL WITH CARPET/PAD5.5 PSFTOTAL9.00 PSFTOTAL WITH TILE/BACKER BD.13.5 PSFTOTAL WITH HARDWOOD FLOOR7.5 PSFROOF-BOTTOM CHORDS1/2 ROOF TRUSS-2X4 1.10 PSFFLOOR-BOTTOM CHORD5/8" GYPBOARD 2.8 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF MINIMUM FOR MISC MECHANICAL/ELEC. 1.5 PSF5/8" GYPBOARD 2.8 PSF 16" BATT/BLOWN INSULATION 1.60 PSFMINIMUM FOR MISC MECHANICAL/ELEC. 0.7 PSFTOTAL5.0 PSFTOTAL7.00 PSFMINIMUM ROOF LIVE LOADS(R301.6)IRC 2015ROOF TRUSS LIVE LOAD(Lr) 20 PSFGROUND SNOW(Pg) 30 PSFFLAT ROOF SNOW (Pf) 24 PSFTHERMAL CONDITION Ct = 1.0TERRAIN EXPOSURE BDURATION OF LOAD-SNOW 1.15UNBALANCED AND SNOW DRIFT LOADINGACCORDING TO ASCE/SEI 7-10WIND DESIGN METHOD: MWFRS/C-C HYBRID ACSE/SEI 7-10EXPOSURE CATEGORY BDURATION OF LOAD-WIND 1.60SECTION R303: LIGHT AND VENTILATION IN HABITABLE ROOMS, PROVIDE NATURAL LIGHT AND VENTILATION WITH OPERABLE WINDOWS. WINDOW GLAZING SHALL NOT BE LESS THAN 8% OF THE FLOOR AREA OF EACH ROOM. 1/2 THE REQUIRED WINDOW AREA SHALL BE OPERABLE TO THE EXTERIOR FOR NATURAL VENTILATION. R303.3 BATHROOMS MAY HAVE AN OPERABLE WINDOW OF 3 S.F. IN AREA. - EXCEPTION:1. BATHROOM AND WATER CLOSET MAY BE VENTILATED WITH EXHAUST FANS AND ARTIFICIAL LIGHT.SECTION R304: THE MINIMUM AREA OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 70 SQ. FEET, EXCEPT KITCHEN. R304.2 THE MINIMUM LENGTH OR WIDTH OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 7'-0"SECTION R305: CEILING HEIGHT HABITABLE SPACE, HALLWAYS, AND PORTION OF THE BASEMENT CONTAINING THESE SPACES SHALLHAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILER ROOM, AND LAUNDRY ROOMS SHALL HAVE A CEILING HGT OF NOT LESS THAN 6'-8"-EXCEPTION 1. FOR ROOMS WITH SLOPED CEILING, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 5'-0" AND NOT LESS THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING OF LESS THAN 7'-0"2. THE CEILING ABOVE A BATHROOM AND TOILET ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8" ABOVE THE AREA OF NOT LESS THAN 30"X30" AT THE SHOWERHEAD.3. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOOR.R305.1.1 BASEMENT PORTION OF BASEMENT THAT DO NOT CONTAIN HABITABLE SPACE OR HALLWAYS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8"-EXCEPTION1. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOORSECTION R307.1 TOILET, BATH AND SHOWER SPACES. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE R307.1. 1. TOILET: MIN 15" FROM WALL OR TUB OR VANITY. . MIN 21" CLEARANCE IN FRONT OF TOILET2. VANITY: MIN 21" CLEARANCE IN FRONT OF VANITYSECTION R308 GLAZING. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATION DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURING'S DESIGNATION SPECIFYING WHO APPLIED DESIGNATION, DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD. R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE AND MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION.2. WHERE THE GLAZING IS ON THE WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR.-EXCEPTION1. DECORATIVE GLASS2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN DOOR AND THE GLAZING3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH4. GLAZING THAT IS ADJACENT TO A FIXED PANEL OF PATIO DOORS,R308.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS.1. THE EXPOSED AREA OF AM INDIVIDUAL PLAN IS LARGER THAN 9 SQUARE FEET2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR: AND4. ONE OR MORE WALKING SURFACE ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING-EXCEPTION1. DECORATIVE GLASS2. WHERE HORIZONTAL RAIL IS INSTALLED.R308.4.5 GLAZING IN WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOL, SAUNAS, STEM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTSIDE POOLS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE THE STANDING OR WALKING SURFACER308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS.GLAZING WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF THE STAIRWAY, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS.-EXCEPTIONS1. WHERE RAILING IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34" TO 38" ABOVE WALKING SURFACE.SECTION R310. EMERGENCY ESCAPE AND RESCUE OPENING. BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING.-EXCEPTION. STORM SHELTERS ANDS BASEMENT USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET.R310.2.1 MINIMUM OPENING AREA: EMERGENCY AND ESCAPE OPENING SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR AREA DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY NORMAL OPERATION FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL NOT BE LESS THAN 24" AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20"R310.2.2 WINDOW SILL HEIGHT. WHERE THE WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THEN 44" ABOVE THE FLOORR310.2.3 WINDOW WELLS: THE HORIZONTAL AREA OF THE WINDOW WELL SHALL NOT BE LESS THAN 9 SQ. FT., WITH THE HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36" THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.-EXCEPTION1. THE LADDER OR STEPS SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6".R310.2.3.1 WINDOW WELLS WITH A VERTICAL STEP GREATER THAN 44" SHALL BE EQUIPPED WITH A PERMANENT LADDER NOT LESS THAN 12" WIDESECTION 311R311.7.1 STAIRWAYS. STAIRWAY ARE TO BE NOT LESS THAN 36" WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. HANDRAILS SHOULD PROJECT MORE THAN 4 1/2" ON EITHER SIDE OF THE STAIRWAY.R311.7.5 HEADROOM. THE HEADROOM IN THE STAIRWAY SHALL BE NOT LESS THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDINGR311.7.3 VERTICAL RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"R311.7.5 THE MAXIMUM RISER IS 7 3/4" WITH A MINIMUM RUN OF 10".R311.7.8 HANDRAILS SHALL BE ON NOT LESS THAN ONE SIDE OF EACH CONTINUES RUN OF TREADSSECTION 314 SMOKE ALARMS. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND UL 217 R314.3 LOCATION1. IN EACH SLEEPING ROOM2. OUTSIDE EACH SEPARATE SLEEPING AREA3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT AND HABITABLE ATTICS4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'-0" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN THAT LOCATION.R314.3.1 SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING AREAS1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE2. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED APPLIANCE3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6'-0" HORIZONTAL FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.SECTION R315 CARBON MONOXIDE ALARMS: SHALL COMPLY WITH UL 2034. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND UL 217R315.2.1 CARBON MONOXIDE SHALL BE PROVIDED IN DWELLING UNITS WHERE EITHER OR BOTH OF THE FOLLOWING CONDITION EXIST:1. CONTAINS A FUEL-FIRED APPLIANCE2. ATTACHED GARAGE WITH AN OPENING THAT COMMUNICATES WITH THE DWELLINGSECTION 317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY.R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE PROVIDING IN THE FOLLOWING LOCATIONS BY USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE.1. WOOD JOIST OR BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12" TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION.2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED GROUND.3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER.4. THE ENDS OF A WOOD GIRDER ENTERING CONCRETE WALLS HAVING CLEARANCE OF LESS THAN 1/2" ON TOPS, SIDES AND ENDS.5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND OR LESS THAN 2" MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER.6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE SLABS.7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN WALL AND THE FURRING STRIP.R317.3.1 FASTENERS OF PRESERVATIVE-TREATED WOOD. FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS.SECTION 401.4 SOIL TEST: WHERE QUANTIFIABLE DATA CREATED BY ACCEPTABLE SOIL SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE BUILDING OFFICIAL SHALL DETERMINE WHETHER A SOIL TEST IS REQUIRED. TABLE R401.4.1CLASS OF MATERIAL LOAD BEARING PRESSURESAND, SILTY SAND, CLAYEY SAND, 2,000 POUNDS PER SQ FTSILTY GRAVEL AND CLAYEY GRAVELCLAYEY, SANDY, SLIGHTY CLAY, CLAYEY SILT, 1,500 POUNDS PER SQ FTSILT, AND SANDY SILT CLAYTHIS DESIGN IS BASED ON 2,000 POUNDS PER SQ FT, UNLESS NOTED OTHERWISE. IT IS THE BUILDER OR HOMEOWNER RESPONSIBLE TO LET PLUM DESIGN SERVICE KNOW IF THE CONDITION IN THE FIELD ARE DIFFERENT.R402.2 CONCRETE: FROM TABLE R402.2-FOUNDATION CONCRETE WALLS SHALL HAVE A MIN. STRENGTH OF 3000 PSI-GARAGE FLOOR SLABS SHALL BE 3,500 PSI -PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER SHALL BE 3,500 psi AT 28 DAYS-BASEMENT SLABS 2,500 PSI (CONCRETE SHALL BE AIR ENTRAINED WITH 5%-7% TOTAL AIR CONTENT).R403 ALL FOOTING SHALL BE PLACED ON UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL. MINIMUM FOOTING TO BE 16" WIDE X 8"DEEP FOR A 2 STORY BUILDING AND 20" WIDE X 8" DEEP FOR A 3 STORY BUILDING (TABLE 403.1) BOTH WITH 2 CONTINUOUS HORIZONTAL #4 REBAR.R403.1.6 ALL ANCHOR BOLTS SHALL BE APPROVED 1/2" IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7" INTO CONCRETE. USE TWO BOLTSPER SILL PLATE WITH BOLTS SPACED AT A MAXIMUM OF 6 FEET ON CENTER WITH A MINIMUM OF ONE BOLT NOT MORE THAN 12 INCHES FROM THE END BUT AT LEAST 3 1/2 INCHES FROM END OF SILL PLATE. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.- ALTERNATE FOUNDATION STRAPS MAY BE USED, SPECIFICATION TO PROVIDE EQUIVALENT ANCHOR TO A 1/2" DIAMETER ANCHOR BOLTS.R404 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN TABLE R404.1.2(3). REFER TO TYPICAL WALLSECTION IN THIS PLAN FOR SPECIFICATION.R406 FOUNDATION WATERPROOFING AND DAMPPROOFINGEXCEPT WHERE REQUIRED IN SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSED INTERIOR SPACES AND FLOORS ABOVE GRADE SHALL BE DAMPPROOFING FROM THE HIGHER OF THE TOP OF THE FOOTING, TO THE FINISHED GRADE.R408 UNDER FLOOR SPACETHE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE JOIST AND THE EARTH UNDER ANY BUILDING SHALL HAVE VENTILATION OPENING THROUGH THE FOUNDATION WALLS OR EXTERIOR WALLS. MIN. NET AREA OF VENTILATION SHALL NOT BE LESS THAN 1 SQ FT FOR EACH 150 SQ FT OF AREA UNDER THE FLOOR.R408.4 ACCESS THROUGH THE FLOOR IS REQUIRED TO BE 18" X 24"FRAMING MATERIALS GRADESA. ROOF, FLOOR, AND WALL SHEATHING: APA RATED SHEATHING. (LEAVE 1/8" SPACING AT PANEL ENDS AND EDGES)B. WALL STUDS: MINIMUM SPF STUD OR DOUGLAS FIR LARCH STUD.C. WALL PLATES: MINIMUM SPF #2 OR BETTER.D. DIMENSIONAL HEADERS: DOUGLAS FIR #2 OR BETTER.E. LVL HEADERS: 2950 Fb/2.0E MINIMUM.F. STEEL ASTM SPECIFICATION A992 GRADE-50 OR EQUAL R502.4 JOIST UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. R502.6 THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON CONCRETE. R502.8 NO CUTS, NOTCHES, AND HOLES BORED INTO TRUSSES, STRUCTURAL COMPOSITE LUMBER, GLUE-LAMINATED MEMBERS, OR I-JOIST ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S RECOMMENDATION OR DESIGN BY PROFESSIONAL. R502.11 WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ANSI/TPI-1. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS FOR WEB BRACING AND MULTI-CONNECTION OF GIRDERS. BSCI SHOULD BE REFER TO FOR HANDLING INSTALLATION AND BRACING OF METAL PLATE TRUSSES. R507.2 EXTERIOR DECKS/DECK LEDGER CONNECTION TO BAND JOIST. DECK LEDGER CONNECTION TO BAND JOIST SHALL BE IN ACCORDANCE WITH THIS SECTION TABLE R507.2 AND R507.2.1, AND FIGURES R507.2.1(1) AND R507.2.1(2)DEFLECTION CRITERIAFLOOR LIVE LOAD L/480FLOOR TOTAL LOAD L/360ROOF LIVE LOAD L/360ROOF TOTAL LOAD L/240WALL H/180ALL BEAMS SUPPORTING FLOOR OR ROOF LOADS ARETO BE DESIGNED WITH THE ABOVE DEFLECTION CRITERIAWIND DESIGNTOPOGRAPHICEFFECTSNONESPECIAL WINDREGIONNONEWIND-BORNEDEBRIS ZONENONECHAPTER 3 (BUILDING PLANNING)SECTION R802.10.2 DESIGN. WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATED WOOD TRUSS SHALL COMPLY WITH ANSI/TP1.R802.10.3 BRACING. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS AND SBCA'S BCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.R802.11.1.1 TRUSS UPLIFT. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL ASSEMBLIES BY CONNECTION CAPABLE OF RESISTING FORCES SPECIFIED ON THE TRUSS DESIGN DRAWINGS.SECTION R806 ROOF VENTILATION. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. REQUIRED VENTILATION OPENINGS SHALL BE DIRECTLY TO THE OUTSIDE AIR.R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION SHALL BE 1/300 (EXCEPTION 1 TAKEN)SECTION R807 ATTIC ACCESS. BUILDING WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREA THAT HAVE A VERTICAL HEIGHT OF 30" OR GREATER.1. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"X30" .2. SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION3. MINIMUM UNOBSTRUCTED HEAD ROOM IN THE ATTIC SPACE SHALL BE 30" MEASURED VERTICALLY FROM BOTTOM OF CEILING MEMBERCHAPTER 4 (FOUNDATIONS)CHAPTER 5 (FLOORS)CHAPTER 6 (WALL CONSTRUCTION)R602..1 SAWN LUMBER SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY ACCREDITATION AGENCY THAT COMPLIES WITH DOC PS 20R602.3 REFER TO TABLE R602.3(1) THROUGH TABLE R602.3(4) FOR FRAMING MEMBER FASTENINGR602.6 DRILLING AND NOTCHING- REFER TO FIGURE R602.6 (1) AND R602.6 (2)-SEE DETAIL PAGE OF PLAN FOR FIGURES.R602.7 THE ALLOWABLE SPANS OF GIRDERS/HEADERS FABRICATED FROM DIMENSIONAL LUMBER ON EXTERIOR WALLS SHALL NOT EXCEED THE VALUES OF TABLE R602.7(1)R602.8 FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENING (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND ROOF SPACE.R602.10 WALL BRACING. BUILDING SHALL BE BRACE IN ACCORDANCE WITH SECTION OR R602.12 (SIMPLIED METHOD). FROM TABLE R602.10.4.USE CS-WSP BRACING METHOD WITH MIN 3/8" SHEATHING..CHAPTER 7 (WALL COVERING)R702.1 GENERAL INTERIOR COVERING OR WALL FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. INTERIOR MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R703.7.1 FOR SUPPORT AND SECTION R703.7.4 FOR ANCHORAGE. INTERIOR FINISHES AND MATERIAL SHALL CONFORM TO THE FLAME SPREAD AND SMOKE DEVELOPMENT REQUIREMENTS OF SECTION R302.9R703.1 GENERAL: EXTERIOR WALL SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4R303.1.1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED IN SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY.R703.1.2 WIND RESISTANCE. WALL COVERINGS, BACKING MATERIALS AND THEIR ATTACHMENT SHALL BE CAPABLE OF RESISTING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AND R301.2(3).R703.2 WATER-RESISTIVE BARRIER. APPROVED WATER-RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH UPPER LAPPED OVER THE LOWER NOT LESS THAN 2" INCHES. WHERE JOINT OCCUR, LAPPED NOT LESS THAN 6".R703.3 NOMINAL THICKNESS AND ATTACHMENTS. THE MINIMUM THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH TABLE R703.3(1) AND THE WALL COVERING MATERIAL MANUFACTURER'S INSTALLATION REQUIREMENTS.R703.4 FLASHING. APPROVED CORROSION-RESIANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.1. EXTERIOR WINDOWS AND DOORS OPENINGS. (SEE MANUFACTURE OF PRODUCT FOR INSTALLATION DETAILS)2. AT INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS.3. UNDER AND AT ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION6. AT WALL AND ROOF INTERSECTIONCHAPTER 8 (ROOF-CEILING)CHAPTER 9 (ROOF ASSEMBLIES)SECTION 903R903.1 GENERAL. ROOF DECKS SHALL BE COVERED WITH THE APPROVED ROOF COVERING SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISION OF THIS CHAPTER. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURE'S INSTRUCTIONS.R903.2 FLASHING. FLASHING SHALL BE INSTALLED IN MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPING, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE.R903.2.1 LOCATION. FLASHING SHALL BE I INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF OR DIRECTION AND AROUND ROOF OPENINGS.SECTION 905R905.1 ROOF COVERING APPLICATION. ROOF COVERING SHALL BE APPLIED IN ACCORDANCE WITH THE WITH THE APPLICABLE PROVISIONS OF THIS SECTION AND THE MANUFACTURE'S INSTALLATION INSTRUCTIONS.R905.1.1 UNDERLAYMENT. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY, AND CONCRETE TILE, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND METAL ROOF PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS LISTED IN THIS CHAPTER. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WITH ASTM D 226, D 1970, D 4869 AND D 6757SHALL BEAR A LABEL INDICATING COMPLIANCE. UNDERLAYMENT SHALL BE ATTACHED IN ACCORDANCE WITH TABLE R905.1.1(3)R905.1.2 ICE BARRIERS. IF AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG EAVES CAUSING BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED. THE ICE BARRIER SHALL CONSIST OF TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND NOT LESS THAN 24" INSIDE THE EXTERIOR WALL. ON ROOFS OVER 8/12, THE ICE BARRIER SHALL BE APPLIED NOT LESS THAN 36".R905.2 ASPHALT SHINGLES, THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION AND MANUFACTURE'S INSTALLATION.R905.2.2 SLOPE. ASPHALT SHINGLES SHALL BE USED ON ROOF SLOPES OF 2/12 OR GREATER. FOR SLOPES FROM 2/12 UP TO 4/12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905.1.1R905.2.8 FLASHING. FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTIONCHAPTER 10-43REFER TO THE CHAPTERS IN THE IRC 2015 FOR THE DESIGN AND REQUIREMENTS OF THESE ITEMS.CHAPTER 10 CHIMNEYS AND FIREPLACECHAPTER 11 ENERGY EFFICIENCYCHAPTER 12&13 MECHANICAL & GENERAL MECHANICAL SYSTEMS REQUIREMENTSCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCESCHAPTER 15 EXHAUST SYSTEMSCHAPTER 16 DUCT SYSTEMSCHAPTER 17 COMBUSTION AIRCHAPTER 18 CHIMNEYS AND VENTSCHAPTER 19-22 SPECIAL APPLIANCE, WATER HEATERS, HYDRONIC PIPING AND SPECIAL PIPINGCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMSCHAPTER 24 FUEL GASCHAPTER 25-33 PLUMBING RELATED ITEMSCHAPTER 35-43 ELECTRICAL RELATED ITEMSGENERAL NOTES:PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.0Cover PagePDS 3301Classic BuildersSH Hamilton - NP - Std. DGarage RightFull FoundationDRAWING LISTA.0 Cover PageA.1 ElevationsA.2 ElevationsA.3 Foundation PlanA.4 Main Floor PlanA.4A Flr. Plan OptionsA.5 Building Sec.A.6 DetailsA.7 Wall BracingE.1 ElectricalF.1 Floor Covering Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"5 / 12WINDOW HDR. HGT.7' - 0"1281281281288' - 1 1/8"METAL FASCIA4" VINYL GABLEFREIZE BOARD4" VINYL ON CORNERS - ALL ELEVATIONSVINYL SIDINGSTONE CAP4" VINYL TRIM- GARAGE DOORSTONE VENEER4" VINYL TRIM AROUND WINDOWS- ALL ELEVATIONSTOP OF STONETOP OF FOUNDATION3' - 2"BOARD & BATT SIDINGMain Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"8' - 0"1' - 2 1/8"8' - 1 1/8"Basement Plan-8' - 10 1/8"5 / 12WINDOW HDR. HGT.7' - 3 1/4"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 1/4" = 1'-0"A.1ElevationsPDS 3301Classic BuildersSH Hamilton - NP - Std. DGarage RightFull FoundationScale: 1/4" = 1'-0"1FRONT ELEVATIONScale: 1/4" = 1'-0"2REAR ELEVATIONESTIMATED AREA - WALL CLADDINGMATERIAL TYPEMATERIALSFMATERIAL%MATERIALELEVATIONSiding - 8" 1721 SF 100.0%12" Board & Batten 124 SF 26.1% FrontSiding - 8" 323 SF 67.9% FrontStone 28 SF 6.0% Front- SQUARE FOOTAGE OF CLADDING/SIDING IS TAKEN FROM THE EXPOSED SURFACE OF THE WALL. 1. THE AREA INCLUDES SURFACES BELOW DECORATIVE TRIM BOARDS. 2. THE AREA EXCLUDES WINDOW AND DOOR OPENINGS. Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"1258 / 128' - 1 1/8"1' - 2 1/8"8' - 0"7' - 0"WINDOW HDR. HGT.1258 / 12Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"Basement Plan-8' - 10 1/8"1258 / 121255 / 128 / 12AB5 / 128 / 128 / 12B8 / 12A6' - 8"8' - 0"22' - 4"12' - 0"B10' - 8"4"ROOF PLAN LEGENDSYMBOL WALL HGT. PITCH OVERHANG HEEL HGT.ALL RAKE OVERHANGS ARE 12" UNLESS NOTED8'-1 1/8" 8/121'-4" 11"BA 8'-1 1/8" 5/12 1'-4" 7"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.2ElevationsPDS 3301Classic BuildersSH Hamilton - NP - Std. DGarage RightFull FoundationScale: 3/16" = 1'-0"1LEFT ELEVATIONScale: 3/16" = 1'-0"2RIGHT ELEVATIONScale: 3/16" = 1'-0"3ROOF PLANESTIMATED ROOF SF2424 SF- SQUARE FOOTAGE OF ROOF IS TAKEN FROM THE EXPOSED SURFACE OF THE ROOF. 1. THE AREA EXCLUDES SHEATHED SURFACES BELOW VALLEY. 2. NO WASTE FACTOR HAS BEEN INCLUDED UP 14 RFURNWHCOSDCOCOUP 14 RS.P.FD11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/CUNEXCAVATEDUNEXC.14' - 2"4' - 2"22' - 0"4' - 8"4' - 0"13' - 4"21' - 4"2X6 BEARING WALLWALL FRAMINGABOVEWALL FRAMINGABOVEEEACE11' - 10"3 1/2"6' - 11 3/4"3 1/2"17' - 7 1/4"3 1/2"3' - 0 1/2"E2X10 SYP #2 TRD DECKJOISTS @ 16" 0/CA2' - 10"16' - 4"2' - 10"1A.516' - 5 1/4"11' - 2 1/4"5 1/2"5' - 0"3 1/2"12' - 7 1/2"22' - 0"28' - 8"6' - 2"3 1/2"3' - 10"5 1/2"17' - 11"6' - 2"3 1/2"3' - 10"5 1/2"17' - 11"BTHRM.7'-9 1/2"TILE FLR11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11' - 10"3 1/2"2' - 1"3 1/2"25' - 10"BDRM. 47'-9 1/2" CLGCARPETFAMILY RM.7'-9 1/2" CLGCARPETBSTORAGE7'-9 1/2" CLGCONC.CANTILEVER ABOVE(2) 9 1/2'' DROPPED LVLC33' - 4"7' - 0"9' - 6"9' - 6"2A.5TO NOSING(2) 11 7/8'' FLUSH LVL(1) 11 7/8'' FLUSH LVL3A.5D123' - 0"2'-8" x 5'-0"TUB SHOWERD165' - 0"D102' - 6"19' - 1 1/4"3 1/2"10' - 11 3/4"9' - 11 1/2"(3) 2X10 DF #2(1) 11 7/8" LVL FLUSHB.P.B.P.18'' DIA. CONC. FOOTING TO BELOW FROSTBasement EgressDROP CONCRETE FOR GARAGE DOOR4' - 8"46' - 0"50' - 8"CLOSETFLUSH HDR.D123' - 0"HDR.3-6 VANITY(1) 11 7/8" LVL FLUSH(3) 2X10 SYP. #2 TRD.6' - 9 1/2"5' - 10"Basement EgressC40' - 4"1' - 6"10' - 6"12' - 0"1' - 6"9' - 0"1' - 6"12' - 0"50' - 8"9' - 0"3 1/2"8' - 7 1/2"OPTIONALOPTIONALOPTIONAL2-6 x 6-82-6 x 6-85-0 x 6-8BifoldCLOSET40' - 4"EF1WALL FRAMINGABOVEOPTIONAL WET BAR DDBAR FRIDGESINK W/ STEM GLASS HOLDER ABOVE8"4' - 0"4' - 0"1 1/2"BELOW FROSTTOP OF FOUND.DROP CONCRETE WALLFOR GARAGE DOORABGARAGE SLABCGARAGE SLABTOP OF FOUND.1' - 4"1' - 4"1' - 4"8"4' - 0"DFLASHING BEHIND CONCRETESTOOP CAP - SEE PLAN FOR LEDGE SIZE. BELOW FROSTVERIFY CONCRETE WALLHEIGHT IN FIELD PER SITEEGHBELOW FROSTF1' - 4"1' - 4"1' - 4"8"3' - 8"8' - 0"8"8' - 0"8"8' - 0"740 SFBasement-OptionalFinished725 SFBasement-UnfinishedPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.3Foundation PlanPDS 3301Classic BuildersSH Hamilton - NP - Std. DGarage RightFull FoundationScale: 1/4" = 1'-0"3Basement PlanWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2 SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660 F 3' - 0" 5' - 0" 7' - 0" PictureC 2 Basement Egress 4' - 0" 4' - 0" 7' - 0" Meets Egress-SuppliedFrom Concrete CompanyScale: 3/8" = 1'-0"1FOUNDATION SECTIONSDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad -Verify ROD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 7-0 Stockbridge 16' - 3" 7' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 4 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD26 2 2-4 x 6-8 4' - 9" 7' - 0 1/2" Pocket Door - Verify ROD32 2 5-0 x 6-8 Bifold 5' - 2" 6' - 10" 4-Panel BifoldCONCRETE SCHEDULE (4" CONCRETE)LOCATIONSQUAREFEETAREACUBICYARDSFloor: Front Porch 18 SF 0.2 CYFloor: Basement Slab 1357 SF 16.8 CYFloor: Garage Slab 456 SF 5.6 CYAREA SCHEDULENAME SQ FTBasement-Optional Finished 740 SFMain Floor 1472 SF2213 SFBasement-Unfinished 725 SFGarage 467 SFPorch 18 SF1211 SFGrand total: 5 3424 SFGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDFOOTING SCHEDULEMARK DIMENSIONS REINFORCEMENT NOTESF1 36" x 36" x 12" #4's @ 7" O.C. E/W (5) min. DN 14 RDN. APROX. 3 RDWDWREF.COSDSDSDCODN 14 R22" x 30"SHUTTLE OPENINGFAMILY RM.VAULTED CLG.CARPETMSTR. BDRM.STEP CLG.CARPETBTHRM.8'-1 1/8"TILE FLRLNDRY.8'-1 1/8"TILE FLRENTRY8'-1 1/8"TILE FLR.3' - 9 1/2"9' - 5"4' - 2"4' - 8"3 1/2"3' - 7"3 1/2"8' - 11 1/2"11' - 1 1/2"3 1/2"2' - 1"3 1/2"4' - 8 1/2"3 1/2"11' - 1 1/2"5 1/2"9' - 11 1/2"GARAGE4" CONCRETE SLAB SLOPING TOWARDS DOORSD102' - 6"3' - 0"D1ROOF TRUSSES@ 24" O/C16' - 0"D4D262' - 4"D112' - 8"1A.5A(2) 14" LVL HDR2' - 4 1/2"19' - 0"DIRECT VENT F.P.(TYP.)2' - 4"D82' - 0"CLO.18' - 1"3 1/2"3' - 10"3 1/2"6' - 1 1/2"22' - 0 1/2"28' - 7 1/2"1' - 0"14' - 0"4' - 4"22' - 0"OPEN RAILING11' - 0"11' - 0"2A.5TO NOSING3A.5VAULTVAULT14' - 1"5 1/2"4' - 0"3 1/2"3' - 0 1/2"5 1/2"5' - 10"5 1/2"D92' - 4"7 1/2"ROOF TRUSSES@ 24" O/CB17' - 10"5' - 4"17' - 2"6' - 2"6' - 2"6"14' - 1"5 1/2"7' - 4"5 1/2"5' - 10"5 1/2"(2) 2X10 DF #23660 F3660-2 SHW.I.C.8'-1 1/8"CARPET22' - 0 1/2"2X6 WALL4-0 X 3-0SHOWERD262' - 4"2X6 WALLD22' - 8"LOCKERS2' - 2"2' - 2"2-8 X 5-0TUB/ SHOWERABKFST RM.VAULTED CLG.HWLKITCHENVAULTED CLG.HWLBDRM. 38'-1 1/8" CLG.CARPETBDRM. 28'-1 1/8" CLG.CARPETBTHRM.8'-1 1/8"TILE FLRCLOSETCLOSET11' - 0"3 1/2"5' - 0"3 1/2"10' - 9"3 1/2"18' - 4 1/2"11' - 1 1/2"3 1/2"2' - 7"5' - 4 1/2"5' - 4 1/2"7' - 0"7' - 0"D102' - 6"D102' - 6"D92' - 4"D325' - 0"ADECKROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CD325' - 0"18' - 4 1/2"3 1/2"6' - 5 1/2"3 1/2"4' - 0"3 1/2"5' - 0"3 1/2"6' - 10"(1) 3 1/2" X 9 1/2" LSL / 2JS1' - 0"6"1' - 0"D36' - 0"4' - 2"24' PANTRYSTOVE4' - 8"46' - 0"1' - 0"6' - 0"9' - 11"1' - 11"FLUSH COUNTER3660-2 SH3660-2 SH12'-0'' X 12'-0''42" VAN.3' - 2 1/2"3 1/2"7' - 6"4' - 0"7' - 0"4' - 0"3' - 4"STEPS40' - 4"5' - 9"10' - 4 1/2"9' - 9 1/2"3 1/2"3' - 5"3 1/2"4' - 8 1/2"5 1/2"3660 FB2X4 WALLABEFCMAIN FLOOR OPTIONSA - COVERED DECKB - 4 SEASONS BEHIND FAMILY RM. C - 4 SEASONS BEHIND BREAKFAST RM. E - 9' CEILING WITH TRAY IN FAMILY RM.F - TILE SHOWERD - 2' DINING RM. ADDITIONDGG - STONE FIREPLACE40' - 4"VAULT RIDGE 3:12(1) 3 1/2" X 9 1/2" LSL / 2JS(1) 3 1/2" X 9 1/2" LSL / 2JS8'-1 1/8"8'-9 1/8"+ 8"END PANEL*VERIFY FINAL DESIGN WITH BUILDER*VERIFY FINAL DESIGN WITH BUILDER4' - 0 1/2"3 1/2"12' - 10"1' - 11"2' - 1 1/2"3' - 0 1/2"3' - 0 1/2"51' - 8"51' - 8"2X6 WALL18'' LIN. CAB.66" VAN.1472 SFMain Floor467 SFGarage18 SFPorchPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.4Main Floor PlanPDS 3301Classic BuildersSH Hamilton - NP - Std. DGarage RightFull FoundationScale: 1/4" = 1'-0"5Main Floor PlanWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2 SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660 F 3' - 0" 5' - 0" 7' - 0" PictureC 2 Basement Egress 4' - 0" 4' - 0" 7' - 0" Meets Egress-SuppliedFrom Concrete CompanyDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad -Verify ROD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 7-0 Stockbridge 16' - 3" 7' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 4 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD26 2 2-4 x 6-8 4' - 9" 7' - 0 1/2" Pocket Door - Verify ROD32 2 5-0 x 6-8 Bifold 5' - 2" 6' - 10" 4-Panel BifoldAREA SCHEDULENAME SQ FTBasement-Optional Finished 740 SFMain Floor 1472 SF2213 SFBasement-Unfinished 725 SFGarage 467 SFPorch 18 SF1211 SFGrand total: 5 3424 SFGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARD PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/2" = 1'-0"A.4AFlr. Plan OptionsPDS 3301Classic BuildersSH Hamilton - NP - Std. DGarage RightFull FoundationScale: 1/2" = 1'-0"1Z - OPTIONAL PANTRY OPTION AScale: 1/2" = 1'-0"2Z - OPTIONAL PANTRY OPTION B 8' - 1 1/8"1' - 0 5/8"8' - 1 1/2"8"9' - 3 1/2"10' - 11 3/4"TO NOSING11' - 1 1/2"3 1/2"2' - 1"3 1/2"5' - 9"10' - 4 1/2"5 1/2"9' - 11 1/2"TO NOSING7 9/16" RISERUN.10"1" NOSING19' - 1 1/4"3 1/2"20' - 11 1/4"MIN. HEAD HGT.6' - 8"Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"18' - 4 1/2"23' - 5 1/2"3' - 2"42' - 0"4' - 0"125123HEEL7"7" HEEL HGT.Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"2' - 4"8' - 11"2' - 10"1258"8' - 1 1/8"HEEL7"1/2" OSB W/ 30# ROOFING PAPER & ASPHALT SHINGLESSOFFIT FRAMING MATERIAL AS REQ.2X6 SUB FASCIALAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-20 INSULATIONMOISTURE BARRIER ALL EXT. WALLSTRUSS ROOF BYMANUF. @ 24" O.C.1/2" GYP. BOARD2X6 BOTTOM PLATEPROVIDE ADEQUATE WATERPROOFING4" CONC. FLOOR SLAB3/4" T&G SUB FLOOR (GLUED AND NAILED)(2) 2X6 TOP PLATES5/8" GYP. BOARDFLOOR SYSTEM PER MANUF.8' - 1 1/8"4" DRAIN TILE IN PEA GRAVEL BED RUN TO PUMPR-21 INSULATION AT EXTERIOR WALLSGUTTER APRONGUTTER PER MANF.GRADEMIN.0' - 6"TYPICAL 16" X 8" CONC. FTG.W/ 2 #4 HORZ. RODS CONTINUOUSSPLICING AS NECESSARY ONUNDISTURBED SOIL OR EQUAL2X6 TREATED SILL PLATE W/ SEALERAND 1/2" ANCHOR BOLTS @ 72" O.C. MAX.EMBEDDED 7". USE 2 BOLTS PER SILL PLATEW/ BOLTS PLACED AT 12" FROM EACH END OFSILL PIECE. FOUNDATION ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENTANCHORAGE TO 1/2" DIA. ANCHOR BOLTS MAY BE USED.8" POURED CONCRETE FOUNDATION WALLVERTICAL STEEL (GRADE 60) : #6 @ 36" O.C. (OR #4 @ 16") ON 8'-0" #6 @ 32" O.C (OR #4 @ 15") ON 9'-0" & #6 @ 22" (OR #4 @ 10") ON 10'-0" TALL WALLSREFER TO IRC 2015 TABLE R404.1.2(3) AND TABLE R404.1.2(9).HORIZ. STEEL: #4 @ 1'-6", 4'-4", AND 7'-0" OFF FOOTING, (SPLICING AS NECESSARY, MIN 12" OVERLAP). 9'-0" & 10'-0": (4) #4 BARS SPACED EQUALLY W/ TOP BAR WITHIN 12" FROM TOP OF WALL8' - 0"R-49 INSULATIONPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.5Building Sec.PDS 3301Classic BuildersSH Hamilton - NP - Std. DGarage RightFull FoundationScale: 3/8" = 1'-0"1STAIR SECTIONScale: 1/4" = 1'-0"2FAMILY ROOMScale: 1/4" = 1'-0"3MASTER BEDROOMScale: 1/2" = 1'-0"4TYPICAL WALL SECTION - RANCH 2' - 6"22" X 30" MINIMUM CLEARANCE REFER TO IRC 807.1MINIMUM CLEARANCE IS MEASURED FROM THE TOP OF THE BOTTOM CHORD TO BOTTOM OF THE TOP CHORD1' - 10 1/2"1' - 0"MINIMUM.BETWEEN TRUSSESROOF TRUSS PER MANUFACTUREGYPSUM BOARDINSULATION1/2" OSB1/2" GYPSUM BOARD2X4 FRAMINGSIDE VIEW END VIEWEXTERIOR SHEATHINGWATER-RESISTIVE BARRIER-PLACE OVER FLASHING SELF-ADHERED BITUMINOUS MEMBRANE- MIN. 6" ABOVE LEDGER BOARD TO TOP OF FOUNDATION WALL.CONTINUOUS FLASHING ON TOP OF LEDGER BOARD/JOISTAT LEAST 3" PAST HANGER2X LEDGER BOARD-MIN. SAME SIZE AS DECK JOIST AND NO GREATER THAN BAND JOISTJOIST HANGER1/2" DIA. LAG SCREW WITH WASHER OR THROUGH BOLTS WITH WASHER, PLACED A MIN. OF 2" FROM TOP AND BOTTOM EDGES. DESIGN OF SPACING IS BY OTHERS.DECK JOISTFOUNDATION WALLEXTERIOR SIDINGBAND JOIST.- MIN. 1 1/8" THICKFLOOR JOIST-SEE PLANTABLE R507.2DECK LEDGER CONNECTION TO BAND JOIST/SIMPSON STRONG TIE SDWS SCREWSLOADING: DECK LIVE LOAD 40 PSF/ DECK DEAD LOAD 10 PSF1/2" LAG SCREWSSIMPSON SDS22400DBSIMPSON SDS22400DBCONNECTION DETAILMAXIMUM DECK JOIST SPANUP TO 6'-0" UP TO 8'-0" UP TO 10'-0" UP TO 12'-0" UP TO 14'-0" UP TO 16'-0" UP TO 18'-0MAXIMUM ON CENTER SPACING OF FASTENERS (STAGGER IN 2 ROWS)LEDGER BOARD SIZE2X SYP1 1/8 OSB RIM/1 1/4" LSL RIM2X SYP30 23 18 15 11 1016 12 1076 522 16 13 11981387MIN EDGE DISTANCEMIN END DISTANCE1 7/16"6"1 7/16"6"2" 2"TOP PLATESBORED HOLE MAX. DIAMETER 40 PERCENT OF STUD DEPTH ON EXTERIOR WALLS AND INTERIOR BEARING WALLS.(60 PERCENT ON INTERIOR NON BEARING WALLS)5/8 INCH MINIMUM TO EDGESTUDNOTCH MUST NOT EXCEED 25 PERCENT OF STUD LENGTH ON EXTERIOR WALLSAND INTERIOR BEARING WALLS. (40 PERCENT OF STUD DEPTH ON INTERIOR NON BEARING WALLS)BORED HOLES SHALL NOT BE LOCATEDIN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD. (ALL WALLS)IF HOLE IS BETWEEN 40 PERCENT AND 60 PERCENTOF STUD DEPTH, THAN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLE AND SO BORED. (EXTERIOR WALLS AND INTERIOR LOAD BEARING ONLY)5/8 INCH MINIMUM TO EDGEFIGURE R602.6(1) AND R602.6(2) IRC 2015FIGURE R602.6.116 GAGE AND 1.5 INCH WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE NOTCH WITH 8-16D NAILS EACH SIDE. EXTERIOR OR INTERIOR BEARING WALLS ONLY. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING.PIPE OR DUCTWORKNOTCH GREATER THAN 50PERCENT OF THE PLATE WIDTH1' - 0"OR LESSDRIP EDGECONTINUOUS 2X6 MATERIALWITH SOLID BLOCKING @ 24" O.C.SOFFIT MATERIAL5/4" X2" SIDING TRIM ORSEE ELEVATION5/4"X8" RAKE BOARDEXTERIOR LAP SIDINGEXTERIOR SHEATHINGGABLE END TRUSSROOF SHEATHINGGABLE END BRACING(DESIGNED BY OTHERS)2X BLOCKINGROOF TRUSS2' - 0"MAX.INTERIOR FRAMING PARTITION2X4 FLAT BLOCKINGINSULATION2X4/2X6 EXTERIORWALL FRAMINGDOUBLE 2X4/2X6TOP PLATESINGLE 2X4/2X6 BOTTOM PLATE2X4 FLAT BLOCKING2X4/2X6 EXTERIOR WALL2X6 WALL STUDS@ 16" O/C2X6 END WALL STUD2X4 BACKER BOARD FOR SIDING CORNER BOARD2X6 DRYWALL BACKING STUDINTERIOREXTERIOR2X62X62X62X4SIDING CORNERBORDCORNERBOARD NAILEREXTERIOR SHEATHING2'-0" MIN.OPERABLE WINDOWOPERABLE WINDOWTOP OFFINISHED FLOOR(EXAMPLE: TILE, HARDWOOD, CARPET, ETC.)LOWEST POINT OF CLEAR WINDOW OPENINGGRADER312.2 APPLIES TO WINDOWGREATER THAN 6'-0"LESS THAN 6'-0"EXCEPTION:IF WINDOW WELL EXIST BELOW WINDOW, HEIGHT IS TAKEN FROM BOTTOM OF WINDOW WELLR312.2.1 WINDOW SILLSIn dwelling units, where the top of sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operablewindow shall comply with on of the following:1. Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position.2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 20903. Operable windows that are provided with opening control devices that comply with Section R312.2.2R312.2.2 Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of thewindow unit to less than the area required by Section R310.2.1NO MINIMUM REQUIREMENTSSECTION 310 -IRC 2015EGRESS WINDOW REQUIREMENT44" MAXIMUM SILL HEIGHTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(2)2X6 TOP PLATES 1/2" GYP BOARDROUGH OPENINGWINDOW FRAMEWINDOW FRAMEROUGH OPENINGWINDOW HEADJAMBWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION AND FLASHING(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CJAMBEXTERIOR TRIM PER ELEVATIONSWINDOW DETAILSWILL VARY WITHMANUFACTURERINTERIOR TRIMINTERIOR TRIMTYPICAL HDR:1-KS (KING STUD)1-JS (JACK STUD)SEE FLOOR PLAN FOR CHANGESKJKJSEE WINDOW SCHEDULET.O. ROUGH OPENINGWINDOW HDR. HGTTRUSS HEEL5/8" CLG. GYP BOARDCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGCAULKING/SEALANT WITH BACKER RODFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGFLOOR SYSTEM(2)2X6 TOP PLATES 1/2" GYP BOARD1/2" EXT. SHEATHING5/8" CLG. GYP BOARD3/4" SUB FLOORWINDOW FRAMEROUGH OPENINGWINDOW HEADWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CREFER TO PLANRIM BOARD(1)2X6 SILL PLATEBATT INSULATIONBATT INSULATIONEXTERIOR TRIM PER ELEVATIONSSIDING MATERIAL-SEE BUILDERINTERIOR TRIMINTERIOR TRIMT.O. ROUGH OPENINGWINDOW HDR. HGTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(1)2X6 SILL PLATE PAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHINGCAULKING/SEALANT WITH BACKER RODCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE SILLDRAIN AWAY FROM WINDOWRAINSCREEN MAT(RECOMMENDED)**SEE STONE MANUFACTURE FOR INSTALL DETAILSFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIEROVER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE VENEER CAPRAINSCREEN MAT(RECOMMENDED)DRIP CAPSTONE VENEERBEAM- SEE PLAN6X6 POSTMIN.2 1/2"(2) 1/2" DIAMETERTHROUGH BOLTS WITH WASHERSAPPROVED POST CAPNOTCH BEAM SUPPORT METHOD FOR 2-PLY MEMBERSALTERNATE SUPPORT METHOD FOR 3-PLY MEMBERSAPPROVED POST BASECONCRETE FOOTINGHURRICANE TIEDECK BOARDSINVERTED FLANGE HANGERDECK BEAMDECK JOIST6X6 POST CONTINUOUS TO ROOF BEAMALTERNATE SUPPORT CONNECTION FOR COVERED DECKSLOPE AWAY FROM POST AT 1/12SEE PLANMIN. 42" BELOW GRADE1/2" OSB/GYP BOARD BEHIND ALL EXTERIOR TUBFROM FLOOR TO UNDERSIDE OFTUB SURROUND FOR BLOWN INSULATION.DRYWALL ONLY ABOVE TUB UNIT. TUB / SHOWER UNIT PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.6DetailsPDS 3301Classic BuildersSH Hamilton - NP - Std. DGarage RightFull FoundationScale: 3/8" = 1'-0"4ATTIC ACCESS OPENING1Scale: 1" = 1'-0"2DECK LEDGER CONNECTION2Scale: 3/8" = 1'-0"7NOTCHING AND BORING HOLELIMITATIONS1Scale: 3/4" = 1'-0"10RAKE OVERHANG-WOOD1Scale: 3/4" = 1'-0"6EXTERIOR WALL LADDERScale: 3/4" = 1'-0"1TYPICAL EXTERIORWALL CORNERSScale: 3/8" = 1'-0"52015 IRC R612 WINDOW FALLPROTECTIONScale: 1" = 1'-0"13TYPICAL EXTERIOR HEADERScale: 3/4" = 1'-0"3DECK-POST CONNECTION1Scale: 1/2" = 1'-0"9Bath Tub-OSB Insulation1 --FASTENER SCHEDULE FOR INTERIOR BRACED WALL LINES (BWL) - NOTED ON PLANMETHOD GB - BOTH SIDES GYP - 7" EDGES (INCLUDING TOP & BOTTOM PLATES) & 7" FIELDMETHOD WSP - 1 SIDE OSB/PLYWOOD - 6" EDGES & 12" FIELD, 1 SIDE GYPEXTERIOREXTERIORINTERIORINTERIORCS-PF1CS-WSPCS-PF1CS-PF2CS-WSPCS-PF2SINGLE PORTALDOUBLE PORTALSINGLE PORTALDOUBLE PORTAL--NOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANPFH1PFH2PFH1SINGLE PORTALDOUBLE PORTALNOTED ON PLANNOTED ON PLANNOTED ON PLANMIN 7/16" OSB SHEATHING-SEE APA DETAILS2X4 GARAGE DOOR TRACK BLOCKING2x6 JAMBWOOD OR ALUMINUM WRAPFINISH-SEE BUILDERMIN. (2) 2X JACK STUDSROUGH OPENING- SEE DOOR SCHEDULEPER BRACING METHODSEE MIN WIDTH FORMIN LENGTH FOR CONTINUOUS SHEATHING - PORTFAL FRAME (CS-PF)PER TABLE R602.10.5(HEIGHT TAKEN FROM TOP OF FOUNDATION WALL TO TOP PLATES OF GARAGE WALL)8'-0" WALL = 16"9'-0" WALL = 18"10'-0" WALL = 20"11'-0" WALL = 22"12'-0" WALL = 24"MIN. 2'-0" OSB RETURN ON THE CORNER OR HOLD DOWN. SEE DETAIL 1/FIGURE 602.10.7 (2) 1/2" CONCRETE ANCHOR BOLTS MIN 7" EMBEDMENT W/ 2"X2"X3/16" WASHERMIN. 1/2" GYP ON INTERIOR WALLSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.7Wall BracingPDS 3301Classic BuildersSH Hamilton - NP - Std. DGarage RightFull FoundationScale: 1/4" = 1'-0"2BRACED WALL PANELCONNECTIONScale: 1/4" = 1'-0"1CS-END CONDITIONSScale: 1/4" = 1'-0"4BRACING METHOD CS-PFScale: 1/4" = 1'-0"3BRACING METHOD PFHScale: 1" = 1'-0"5GARAGE DOOR JAMB - BRACINGMETHOD CS-PFScale: 1/4" = 1'-0"6BRACING METHOD CS-WSP DN 14 RDN. APROX. 3 RDWDWREF.UP 14 RFURNWH187 SF194 SF168 SF40 SF56 SF62 SF32 SF108 SF66 SF139 SF136 SF29 SF40 SFHALLWAY 1FAMILY RM.MSTR. BDRM.BTHRM.W.I.C.ENTRYHALLWAY 2LNDRY.BKFST RM.KITCHENBDRM. 3BTHRM.BDRM. 245 SFOPTIONAL WET BAR145 SF36 SF409 SF19 SFSTAIR LANDINGFINISH AREA AT BOTTOM OF STAIRS.INCLUDED IN STANDARD PACKAGE.BDRM. 4BTHRM.STORAGESTORAGEFAMILY RM.OPTIONAL OPTIONAL OPTIONAL PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 3/16" = 1'-0"F.1Floor CoveringPDS 3301Classic BuildersSH Hamilton - NP - Std. DGarage RightFull FoundationScale: 3/16" = 1'-0"1Main FloorScale: 3/16" = 1'-0"2Basement Plan NOT FOR CONSTRUCTIONTHESE ARE PLANS ARE CONCEPTIONAL PLANS AND HAVE NOT BEEN APPROVED AS A BID SET OR FOR CONSTRUCTIONMISC. SYMBOLSFROST PROOF HOSE BIBFLOOR LINE ABOVESTRUCTURAL BEAM/HEADER OR GIRDER TRUSSLOAD BEARING WALLSOLID BLOCKING FROM CONCENTRATED LOADCONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.ABBREVIATIONSADJ ADJUSTABLEAWN. AWNINGBTM. BOTTOMBSMT. BASEMENTBTW. BETWEENCA CASEMENTCANT. CANTILEVERCAB. CABINETC CENTER LINECLG CEILINGC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETED DRYERDIA. DIAMETERDN DOWNDH DOUBLE HUNGDW DISHWASHERF.D. FLOOR DRAINFLR. FLOORFT. FEETFURN. FURNACEHDR. HEADERHDWD HARDWOODINSUL. INSULATIONJST. JOISTLVL LAMINATED VENEER LUMBERLIN. LINENMAX. MAXIMUMMIN. MINIMUMO/C ON CENTERO.H.D. OVERHEAD DOOROPNG. OPENINGPED. PEDESTALN.T.S. NOT TO SCALEREF REFRIGERATORREQ REQUIREDRO ROUGH OPENINGRM ROOMSH SINGLE HUNGS & R SHELF AND RODS.F. SQUARE FEETS.P. SUMP PITSTL STEELTYP. TYPICALTRANS. TRANSOMUNEX. UNEXCAVATEDVAN. VANITYW WASHERW/ WITHW.H. WATER HEATERLELECTRIC SYMBOLSRBMPCSMOKE/HEAT DETECTORLIGHT WITH E. FANEXHAUST FANCABLE OUTLETPHONE OUTLET240 VOLT RECEPTACLEDUPLEX RECEPTACLE OUTLETSINGLE RECEPTACLE OUTLETDIMMER SWITCHSINGLE POLE SWITCHGARAGE DOOR OPENERELECTRIC PANELCEILING MOUNTED LIGHTWALL MOUNTED LIGHTRECESSED LIGHTFLUORESCENT LIGHTDMBAR LIGHTW.M. MOTION DETECTOR LIGHTPULL CHAIN LIGHT3THREE WAY SWITCHA. ALL CONSTRUCTION AND MATERIALS SHALL MEET OR EXCEED IRC 2015. LOCAL BUILDING CODES MAY HAVE DIFFERENT SPECIFICATIONS AND REQUIREMENTS THAN WHAT IS LISTED IN THE IRC 2015, THESE LOCAL REQUIREMENTS WILL SUPERSEDE THE IRC 2015. SEE THE LOCAL BUILDING DEPARTMENT FOR CHANGES.B. CONTRACTOR TO CONFIRM THE SIZES, SPACING AND SPECIES OF LUMBER OF ALL STRUCTURAL AND FRAMING MEMBERS. ANY STRUCTURAL AND FRAMING MEMBERS NOT INDICATED ARE TO BE SIZED BY OWNER/CONTRACTOR.C. THE OWNER/CONTRACTOR IS RESPONSIBLE FOR PREVENTIVE MEASURE OF THE BUILD UP OF MOISTURE OR MOLDD. ALL PRODUCTS ARE TO BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATIONS.E. ALL MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS ARE TO BE DESIGNED BY OTHERS.F. ALL EXTERIOR STAIRS ARE SHOWN FOR CONCEPT, FINAL DESIGN DETERMINE ON SITE FOR FINAL GRADE.G. THE FOLLOWING CODE INFORMATIONS IS INTENDED TO ASSIST AND INFORM YOU THROUGH CONSTRUCTION. THIS PROJECT HAS BEEN DRAWN TO PRESCIBE TO INDUSTRY STANDARDS.A. BUILDING AND STRUCTURES, AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS, AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE (R301.1)B. TABLE 301.2(1) IRC 2015. VALUES BASED FROM THE CITY OF DES MOINES, IOWA.GROUNDSNOWLOADSPEED(mph)SEISMICDESIGNCATEGORYSUBJECT TO DAMAGE FROMWEATHERINGFROST LINEDEPTHTERMITEWINTERDESIGN TEMP.ICE BARRIERUNDERLAYMENTREQUIREDFLOODHAZARDSAIRFREEZINGINDEXMEANANNUALTEMP30 PSF115ASEVERE42"MODERATE-HEAVY-0 FMARCH1984183348.6 FYESC. MINIMUM LIVE LOADS. (R301.5) IRC 2015UNHABITABLE ATTIC WITH LIMITED STORAGE 20 PSFUNHABITABLE ATTIC WITHOUT STORAGE 10 PSFHABITABLE ATTIC AND SERVED WITH FIXED STAIRS 30 PSFDECKS AND EXTERIOR BALCONIES 40 PSFGUARDRAIL AND HANDRAILS 200 PSFROOM OTHER THAN SLEEPING ROOMS 40 PSFSLEEPING ROOMS 30 PSFSTAIRS 40 PSFD. DEAD LOADS ADDITIONAL OR CHANGES TO MATERIAL NEEDS TO BE ADJUSTED TO THE BELOW CALCULATIONS.FLOOR-TOP CHORDROOF-TOP CHORDSCARPET AND PAD 1.5 PSF ROOFING-SHINGLES(220 LBS) 2 LAYER 4.40 PSF3/8" CERAMIC TILE/ 1/2" BACKER BD. 10 PSF 30 LBS. FELT 0.30 PSF3/4" HARDWOOD FLOOR 4.0 PSF 1/2" OSB OR COM PLYWOOD 1.65 PSFSUBFLOOR-3/4" OSB OR COM-PLYWOOD 2.0 PSF 1/2 ROOF TRUSS-2X4 1.10 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF CORRECTION FOR SLOPE (12/12) 1.55 PSFTOTAL WITH CARPET/PAD5.5 PSFTOTAL9.00 PSFTOTAL WITH TILE/BACKER BD.13.5 PSFTOTAL WITH HARDWOOD FLOOR7.5 PSFROOF-BOTTOM CHORDS1/2 ROOF TRUSS-2X4 1.10 PSFFLOOR-BOTTOM CHORD5/8" GYPBOARD 2.8 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF MINIMUM FOR MISC MECHANICAL/ELEC. 1.5 PSF5/8" GYPBOARD 2.8 PSF 16" BATT/BLOWN INSULATION 1.60 PSFMINIMUM FOR MISC MECHANICAL/ELEC. 0.7 PSFTOTAL5.0 PSFTOTAL7.00 PSFMINIMUM ROOF LIVE LOADS(R301.6)IRC 2015ROOF TRUSS LIVE LOAD(Lr) 20 PSFGROUND SNOW(Pg) 30 PSFFLAT ROOF SNOW (Pf) 24 PSFTHERMAL CONDITION Ct = 1.0TERRAIN EXPOSURE BDURATION OF LOAD-SNOW 1.15UNBALANCED AND SNOW DRIFT LOADINGACCORDING TO ASCE/SEI 7-10WIND DESIGN METHOD: MWFRS/C-C HYBRID ACSE/SEI 7-10EXPOSURE CATEGORY BDURATION OF LOAD-WIND 1.60SECTION R303: LIGHT AND VENTILATION IN HABITABLE ROOMS, PROVIDE NATURAL LIGHT AND VENTILATION WITH OPERABLE WINDOWS. WINDOW GLAZING SHALL NOT BE LESS THAN 8% OF THE FLOOR AREA OF EACH ROOM. 1/2 THE REQUIRED WINDOW AREA SHALL BE OPERABLE TO THE EXTERIOR FOR NATURAL VENTILATION. R303.3 BATHROOMS MAY HAVE AN OPERABLE WINDOW OF 3 S.F. IN AREA. - EXCEPTION:1. BATHROOM AND WATER CLOSET MAY BE VENTILATED WITH EXHAUST FANS AND ARTIFICIAL LIGHT.SECTION R304: THE MINIMUM AREA OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 70 SQ. FEET, EXCEPT KITCHEN. R304.2 THE MINIMUM LENGTH OR WIDTH OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 7'-0"SECTION R305: CEILING HEIGHT HABITABLE SPACE, HALLWAYS, AND PORTION OF THE BASEMENT CONTAINING THESE SPACES SHALLHAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILER ROOM, AND LAUNDRY ROOMS SHALL HAVE A CEILING HGT OF NOT LESS THAN 6'-8"-EXCEPTION 1. FOR ROOMS WITH SLOPED CEILING, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 5'-0" AND NOT LESS THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING OF LESS THAN 7'-0"2. THE CEILING ABOVE A BATHROOM AND TOILET ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8" ABOVE THE AREA OF NOT LESS THAN 30"X30" AT THE SHOWERHEAD.3. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOOR.R305.1.1 BASEMENT PORTION OF BASEMENT THAT DO NOT CONTAIN HABITABLE SPACE OR HALLWAYS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8"-EXCEPTION1. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOORSECTION R307.1 TOILET, BATH AND SHOWER SPACES. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE R307.1. 1. TOILET: MIN 15" FROM WALL OR TUB OR VANITY. . MIN 21" CLEARANCE IN FRONT OF TOILET2. VANITY: MIN 21" CLEARANCE IN FRONT OF VANITYSECTION R308 GLAZING. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATION DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURING'S DESIGNATION SPECIFYING WHO APPLIED DESIGNATION, DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD. R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE AND MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION.2. WHERE THE GLAZING IS ON THE WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR.-EXCEPTION1. DECORATIVE GLASS2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN DOOR AND THE GLAZING3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH4. GLAZING THAT IS ADJACENT TO A FIXED PANEL OF PATIO DOORS,R308.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS.1. THE EXPOSED AREA OF AM INDIVIDUAL PLAN IS LARGER THAN 9 SQUARE FEET2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR: AND4. ONE OR MORE WALKING SURFACE ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING-EXCEPTION1. DECORATIVE GLASS2. WHERE HORIZONTAL RAIL IS INSTALLED.R308.4.5 GLAZING IN WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOL, SAUNAS, STEM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTSIDE POOLS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE THE STANDING OR WALKING SURFACER308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS.GLAZING WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF THE STAIRWAY, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS.-EXCEPTIONS1. WHERE RAILING IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34" TO 38" ABOVE WALKING SURFACE.SECTION R310. EMERGENCY ESCAPE AND RESCUE OPENING. BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING.-EXCEPTION. STORM SHELTERS ANDS BASEMENT USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET.R310.2.1 MINIMUM OPENING AREA: EMERGENCY AND ESCAPE OPENING SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR AREA DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY NORMAL OPERATION FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL NOT BE LESS THAN 24" AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20"R310.2.2 WINDOW SILL HEIGHT. WHERE THE WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THEN 44" ABOVE THE FLOORR310.2.3 WINDOW WELLS: THE HORIZONTAL AREA OF THE WINDOW WELL SHALL NOT BE LESS THAN 9 SQ. FT., WITH THE HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36" THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.-EXCEPTION1. THE LADDER OR STEPS SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6".R310.2.3.1 WINDOW WELLS WITH A VERTICAL STEP GREATER THAN 44" SHALL BE EQUIPPED WITH A PERMANENT LADDER NOT LESS THAN 12" WIDESECTION 311R311.7.1 STAIRWAYS. STAIRWAY ARE TO BE NOT LESS THAN 36" WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. HANDRAILS SHOULD PROJECT MORE THAN 4 1/2" ON EITHER SIDE OF THE STAIRWAY.R311.7.5 HEADROOM. THE HEADROOM IN THE STAIRWAY SHALL BE NOT LESS THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDINGR311.7.3 VERTICAL RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"R311.7.5 THE MAXIMUM RISER IS 7 3/4" WITH A MINIMUM RUN OF 10".R311.7.8 HANDRAILS SHALL BE ON NOT LESS THAN ONE SIDE OF EACH CONTINUES RUN OF TREADSSECTION 314 SMOKE ALARMS. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND UL 217 R314.3 LOCATION1. IN EACH SLEEPING ROOM2. OUTSIDE EACH SEPARATE SLEEPING AREA3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT AND HABITABLE ATTICS4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'-0" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN THAT LOCATION.R314.3.1 SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING AREAS1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE2. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED APPLIANCE3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6'-0" HORIZONTAL FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.SECTION R315 CARBON MONOXIDE ALARMS: SHALL COMPLY WITH UL 2034. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND UL 217R315.2.1 CARBON MONOXIDE SHALL BE PROVIDED IN DWELLING UNITS WHERE EITHER OR BOTH OF THE FOLLOWING CONDITION EXIST:1. CONTAINS A FUEL-FIRED APPLIANCE2. ATTACHED GARAGE WITH AN OPENING THAT COMMUNICATES WITH THE DWELLINGSECTION 317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY.R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE PROVIDING IN THE FOLLOWING LOCATIONS BY USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE.1. WOOD JOIST OR BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12" TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION.2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED GROUND.3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER.4. THE ENDS OF A WOOD GIRDER ENTERING CONCRETE WALLS HAVING CLEARANCE OF LESS THAN 1/2" ON TOPS, SIDES AND ENDS.5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND OR LESS THAN 2" MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER.6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE SLABS.7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN WALL AND THE FURRING STRIP.R317.3.1 FASTENERS OF PRESERVATIVE-TREATED WOOD. FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS.SECTION 401.4 SOIL TEST: WHERE QUANTIFIABLE DATA CREATED BY ACCEPTABLE SOIL SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE BUILDING OFFICIAL SHALL DETERMINE WHETHER A SOIL TEST IS REQUIRED. TABLE R401.4.1CLASS OF MATERIAL LOAD BEARING PRESSURESAND, SILTY SAND, CLAYEY SAND, 2,000 POUNDS PER SQ FTSILTY GRAVEL AND CLAYEY GRAVELCLAYEY, SANDY, SLIGHTY CLAY, CLAYEY SILT, 1,500 POUNDS PER SQ FTSILT, AND SANDY SILT CLAYTHIS DESIGN IS BASED ON 2,000 POUNDS PER SQ FT, UNLESS NOTED OTHERWISE. IT IS THE BUILDER OR HOMEOWNER RESPONSIBLE TO LET PLUM DESIGN SERVICE KNOW IF THE CONDITION IN THE FIELD ARE DIFFERENT.R402.2 CONCRETE: FROM TABLE R402.2-FOUNDATION CONCRETE WALLS SHALL HAVE A MIN. STRENGTH OF 3000 PSI-GARAGE FLOOR SLABS SHALL BE 3,500 PSI -PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER SHALL BE 3,500 psi AT 28 DAYS-BASEMENT SLABS 2,500 PSI (CONCRETE SHALL BE AIR ENTRAINED WITH 5%-7% TOTAL AIR CONTENT).R403 ALL FOOTING SHALL BE PLACED ON UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL. MINIMUM FOOTING TO BE 16" WIDE X 8"DEEP FOR A 2 STORY BUILDING AND 20" WIDE X 8" DEEP FOR A 3 STORY BUILDING (TABLE 403.1) BOTH WITH 2 CONTINUOUS HORIZONTAL #4 REBAR.R403.1.6 ALL ANCHOR BOLTS SHALL BE APPROVED 1/2" IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7" INTO CONCRETE. USE TWO BOLTSPER SILL PLATE WITH BOLTS SPACED AT A MAXIMUM OF 6 FEET ON CENTER WITH A MINIMUM OF ONE BOLT NOT MORE THAN 12 INCHES FROM THE END BUT AT LEAST 3 1/2 INCHES FROM END OF SILL PLATE. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.- ALTERNATE FOUNDATION STRAPS MAY BE USED, SPECIFICATION TO PROVIDE EQUIVALENT ANCHOR TO A 1/2" DIAMETER ANCHOR BOLTS.R404 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN TABLE R404.1.2(3). REFER TO TYPICAL WALLSECTION IN THIS PLAN FOR SPECIFICATION.R406 FOUNDATION WATERPROOFING AND DAMPPROOFINGEXCEPT WHERE REQUIRED IN SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSED INTERIOR SPACES AND FLOORS ABOVE GRADE SHALL BE DAMPPROOFING FROM THE HIGHER OF THE TOP OF THE FOOTING, TO THE FINISHED GRADE.R408 UNDER FLOOR SPACETHE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE JOIST AND THE EARTH UNDER ANY BUILDING SHALL HAVE VENTILATION OPENING THROUGH THE FOUNDATION WALLS OR EXTERIOR WALLS. MIN. NET AREA OF VENTILATION SHALL NOT BE LESS THAN 1 SQ FT FOR EACH 150 SQ FT OF AREA UNDER THE FLOOR.R408.4 ACCESS THROUGH THE FLOOR IS REQUIRED TO BE 18" X 24"FRAMING MATERIALS GRADESA. ROOF, FLOOR, AND WALL SHEATHING: APA RATED SHEATHING. (LEAVE 1/8" SPACING AT PANEL ENDS AND EDGES)B. WALL STUDS: MINIMUM SPF STUD OR DOUGLAS FIR LARCH STUD.C. WALL PLATES: MINIMUM SPF #2 OR BETTER.D. DIMENSIONAL HEADERS: DOUGLAS FIR #2 OR BETTER.E. LVL HEADERS: 2950 Fb/2.0E MINIMUM.F. STEEL ASTM SPECIFICATION A992 GRADE-50 OR EQUAL R502.4 JOIST UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. R502.6 THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON CONCRETE. R502.8 NO CUTS, NOTCHES, AND HOLES BORED INTO TRUSSES, STRUCTURAL COMPOSITE LUMBER, GLUE-LAMINATED MEMBERS, OR I-JOIST ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S RECOMMENDATION OR DESIGN BY PROFESSIONAL. R502.11 WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ANSI/TPI-1. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS FOR WEB BRACING AND MULTI-CONNECTION OF GIRDERS. BSCI SHOULD BE REFER TO FOR HANDLING INSTALLATION AND BRACING OF METAL PLATE TRUSSES. R507.2 EXTERIOR DECKS/DECK LEDGER CONNECTION TO BAND JOIST. DECK LEDGER CONNECTION TO BAND JOIST SHALL BE IN ACCORDANCE WITH THIS SECTION TABLE R507.2 AND R507.2.1, AND FIGURES R507.2.1(1) AND R507.2.1(2)DEFLECTION CRITERIAFLOOR LIVE LOAD L/480FLOOR TOTAL LOAD L/360ROOF LIVE LOAD L/360ROOF TOTAL LOAD L/240WALL H/180ALL BEAMS SUPPORTING FLOOR OR ROOF LOADS ARETO BE DESIGNED WITH THE ABOVE DEFLECTION CRITERIAWIND DESIGNTOPOGRAPHICEFFECTSNONESPECIAL WINDREGIONNONEWIND-BORNEDEBRIS ZONENONECHAPTER 3 (BUILDING PLANNING)SECTION R802.10.2 DESIGN. WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATED WOOD TRUSS SHALL COMPLY WITH ANSI/TP1.R802.10.3 BRACING. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS AND SBCA'S BCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.R802.11.1.1 TRUSS UPLIFT. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL ASSEMBLIES BY CONNECTION CAPABLE OF RESISTING FORCES SPECIFIED ON THE TRUSS DESIGN DRAWINGS.SECTION R806 ROOF VENTILATION. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. REQUIRED VENTILATION OPENINGS SHALL BE DIRECTLY TO THE OUTSIDE AIR.R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION SHALL BE 1/300 (EXCEPTION 1 TAKEN)SECTION R807 ATTIC ACCESS. BUILDING WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREA THAT HAVE A VERTICAL HEIGHT OF 30" OR GREATER.1. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"X30" .2. SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION3. MINIMUM UNOBSTRUCTED HEAD ROOM IN THE ATTIC SPACE SHALL BE 30" MEASURED VERTICALLY FROM BOTTOM OF CEILING MEMBERCHAPTER 4 (FOUNDATIONS)CHAPTER 5 (FLOORS)CHAPTER 6 (WALL CONSTRUCTION)R602..1 SAWN LUMBER SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY ACCREDITATION AGENCY THAT COMPLIES WITH DOC PS 20R602.3 REFER TO TABLE R602.3(1) THROUGH TABLE R602.3(4) FOR FRAMING MEMBER FASTENINGR602.6 DRILLING AND NOTCHING- REFER TO FIGURE R602.6 (1) AND R602.6 (2)-SEE DETAIL PAGE OF PLAN FOR FIGURES.R602.7 THE ALLOWABLE SPANS OF GIRDERS/HEADERS FABRICATED FROM DIMENSIONAL LUMBER ON EXTERIOR WALLS SHALL NOT EXCEED THE VALUES OF TABLE R602.7(1)R602.8 FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENING (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND ROOF SPACE.R602.10 WALL BRACING. BUILDING SHALL BE BRACE IN ACCORDANCE WITH SECTION OR R602.12 (SIMPLIED METHOD). FROM TABLE R602.10.4.USE CS-WSP BRACING METHOD WITH MIN 3/8" SHEATHING..CHAPTER 7 (WALL COVERING)R702.1 GENERAL INTERIOR COVERING OR WALL FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. INTERIOR MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R703.7.1 FOR SUPPORT AND SECTION R703.7.4 FOR ANCHORAGE. INTERIOR FINISHES AND MATERIAL SHALL CONFORM TO THE FLAME SPREAD AND SMOKE DEVELOPMENT REQUIREMENTS OF SECTION R302.9R703.1 GENERAL: EXTERIOR WALL SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4R303.1.1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED IN SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY.R703.1.2 WIND RESISTANCE. WALL COVERINGS, BACKING MATERIALS AND THEIR ATTACHMENT SHALL BE CAPABLE OF RESISTING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AND R301.2(3).R703.2 WATER-RESISTIVE BARRIER. APPROVED WATER-RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH UPPER LAPPED OVER THE LOWER NOT LESS THAN 2" INCHES. WHERE JOINT OCCUR, LAPPED NOT LESS THAN 6".R703.3 NOMINAL THICKNESS AND ATTACHMENTS. THE MINIMUM THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH TABLE R703.3(1) AND THE WALL COVERING MATERIAL MANUFACTURER'S INSTALLATION REQUIREMENTS.R703.4 FLASHING. APPROVED CORROSION-RESIANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.1. EXTERIOR WINDOWS AND DOORS OPENINGS. (SEE MANUFACTURE OF PRODUCT FOR INSTALLATION DETAILS)2. AT INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS.3. UNDER AND AT ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION6. AT WALL AND ROOF INTERSECTIONCHAPTER 8 (ROOF-CEILING)CHAPTER 9 (ROOF ASSEMBLIES)SECTION 903R903.1 GENERAL. ROOF DECKS SHALL BE COVERED WITH THE APPROVED ROOF COVERING SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISION OF THIS CHAPTER. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURE'S INSTRUCTIONS.R903.2 FLASHING. FLASHING SHALL BE INSTALLED IN MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPING, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE.R903.2.1 LOCATION. FLASHING SHALL BE I INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF OR DIRECTION AND AROUND ROOF OPENINGS.SECTION 905R905.1 ROOF COVERING APPLICATION. ROOF COVERING SHALL BE APPLIED IN ACCORDANCE WITH THE WITH THE APPLICABLE PROVISIONS OF THIS SECTION AND THE MANUFACTURE'S INSTALLATION INSTRUCTIONS.R905.1.1 UNDERLAYMENT. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY, AND CONCRETE TILE, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND METAL ROOF PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS LISTED IN THIS CHAPTER. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WITH ASTM D 226, D 1970, D 4869 AND D 6757SHALL BEAR A LABEL INDICATING COMPLIANCE. UNDERLAYMENT SHALL BE ATTACHED IN ACCORDANCE WITH TABLE R905.1.1(3)R905.1.2 ICE BARRIERS. IF AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG EAVES CAUSING BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED. THE ICE BARRIER SHALL CONSIST OF TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND NOT LESS THAN 24" INSIDE THE EXTERIOR WALL. ON ROOFS OVER 8/12, THE ICE BARRIER SHALL BE APPLIED NOT LESS THAN 36".R905.2 ASPHALT SHINGLES, THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION AND MANUFACTURE'S INSTALLATION.R905.2.2 SLOPE. ASPHALT SHINGLES SHALL BE USED ON ROOF SLOPES OF 2/12 OR GREATER. FOR SLOPES FROM 2/12 UP TO 4/12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905.1.1R905.2.8 FLASHING. FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTIONCHAPTER 10-43REFER TO THE CHAPTERS IN THE IRC 2015 FOR THE DESIGN AND REQUIREMENTS OF THESE ITEMS.CHAPTER 10 CHIMNEYS AND FIREPLACECHAPTER 11 ENERGY EFFICIENCYCHAPTER 12&13 MECHANICAL & GENERAL MECHANICAL SYSTEMS REQUIREMENTSCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCESCHAPTER 15 EXHAUST SYSTEMSCHAPTER 16 DUCT SYSTEMSCHAPTER 17 COMBUSTION AIRCHAPTER 18 CHIMNEYS AND VENTSCHAPTER 19-22 SPECIAL APPLIANCE, WATER HEATERS, HYDRONIC PIPING AND SPECIAL PIPINGCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMSCHAPTER 24 FUEL GASCHAPTER 25-33 PLUMBING RELATED ITEMSCHAPTER 35-43 ELECTRICAL RELATED ITEMSGENERAL NOTES:PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.0Cover PagePDS 3301Classic BuildersSH Hamilton - Porch - Std. AGarage RightFull FoundationDRAWING LISTA.0 Cover PageA.1 ElevationsA.2 ElevationsA.3 Foundation PlanA.4 Main Floor PlanA.4A Flr. Plan OptionsA.5 Building Sec.A.7 DetailsA.8 Wall BracingE.1 ElectricalF.1 Floor Covering Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"5 / 12WINDOW HDR. HGT.7' - 0"1281288' - 1 1/8"METAL FASCIA4" VINYL GABLEFREIZE BOARD4" VINYL ON CORNERS - ALL ELEVATIONSVINYL SIDINGSTONE CAP4" VINYL TRIM- GARAGE DOORSTONE VENEER4" VINYL TRIM AROUND WINDOWS- ALL ELEVATIONSTOP OF STONETOP OF FOUNDATION3' - 2"Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"8' - 0"1' - 2 1/8"8' - 1 1/8"Basement Plan-8' - 10 1/8"5 / 12WINDOW HDR. HGT.7' - 0"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 1/4" = 1'-0"A.1ElevationsPDS 3301Classic BuildersSH Hamilton - Porch - Std. AGarage RightFull FoundationScale: 1/4" = 1'-0"1FRONT ELEVATIONScale: 1/4" = 1'-0"2REAR ELEVATIONESTIMATED AREA - WALL CLADDINGMATERIAL TYPEMATERIALSFMATERIAL%MATERIALELEVATIONSiding - 8" 1867 SF 98.2%Stone Veneer 35 SF 1.8%Siding - 8" 253 SF 89.9% FrontStone 28 SF 10.1% Front- SQUARE FOOTAGE OF CLADDING/SIDING IS TAKEN FROM THE EXPOSED SURFACE OF THE WALL. 1. THE AREA INCLUDES SURFACES BELOW DECORATIVE TRIM BOARDS. 2. THE AREA EXCLUDES WINDOW AND DOOR OPENINGS. Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"1258 / 128' - 1 1/8"1' - 2 1/8"8' - 0"7' - 0"WINDOW HDR. HGT.125Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"Basement Plan-8' - 10 1/8"1258 / 121255 / 128 / 12A5 / 12B8 / 12A30' - 4"12' - 0"5' - 0"ROOF PLAN LEGENDSYMBOL WALL HGT. PITCH OVERHANG HEEL HGT.ALL RAKE OVERHANGS ARE 12" UNLESS NOTED8'-1 1/8" 8/121'-4" 11"BA 8'-1 1/8" 5/12 1'-4" 7"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.2ElevationsPDS 3301Classic BuildersSH Hamilton - Porch - Std. AGarage RightFull FoundationScale: 3/16" = 1'-0"1LEFT ELEVATIONScale: 3/16" = 1'-0"2RIGHT ELEVATIONScale: 3/16" = 1'-0"3ROOF PLANESTIMATED ROOF SF2516 SF- SQUARE FOOTAGE OF ROOF IS TAKEN FROM THE EXPOSED SURFACE OF THE ROOF. 1. THE AREA EXCLUDES SHEATHED SURFACES BELOW VALLEY. 2. NO WASTE FACTOR HAS BEEN INCLUDED UP 14 RFURNWHCOSDCOCOUP 14 RS.P.FD11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/CUNEXCAVATEDUNEXC.18' - 4"22' - 0"0"8' - 8"13' - 4"21' - 4"2X6 BEARING WALLWALL FRAMINGABOVEWALL FRAMINGABOVEEEACE11' - 10"3 1/2"6' - 11 3/4"3 1/2"17' - 7 1/4"3 1/2"3' - 0 1/2"E2X10 SYP #2 TRD DECKJOISTS @ 16" 0/CA2' - 10"16' - 4"2' - 10"1A.516' - 5 1/4"11' - 2 1/4"5 1/2"5' - 0"3 1/2"12' - 7 1/2"0"22' - 0"28' - 8"6' - 2"3 1/2"3' - 10"5 1/2"17' - 11"6' - 2"3 1/2"3' - 10"5 1/2"17' - 11"BTHRM.7'-9 1/2"TILE FLR11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C4' - 8"4' - 0"11' - 10"3 1/2"2' - 1"3 1/2"25' - 10"BDRM. 47'-9 1/2" CLGCARPETFAMILY RM.7'-9 1/2" CLGCARPETBSTORAGE7'-9 1/2" CLGCONC.CANTILEVER ABOVE(2) 9 1/2'' DROPPED LVLC33' - 8"6' - 8"9' - 6"9' - 6"14' - 2"4' - 2"2A.5TO NOSING(2) 11 7/8'' FLUSH LVL(1) 11 7/8'' FLUSH LVL3A.5D123' - 0"2'-8" x 5'-0"TUB SHOWER40' - 4"D165' - 0"D102' - 6"19' - 1 1/4"3 1/2"10' - 11 3/4"9' - 11 1/2"(3) 2X10 DF #2(1) 11 7/8" LVL FLUSHB.P.B.P.18'' DIA. CONC. FOOTING TO BELOW FROSTBasement EgressDROP CONCRETE FOR GARAGE DOOROPTIONAL WET BAR BAR FRIDGESINK W/ STEM GLASS HOLDER ABOVE4' - 8"46' - 0"50' - 8"CLOSETFLUSH HDR.D123' - 0"HDR.3-6 VANITY(1) 11 7/8" LVL FLUSHC(2) 2X10 SYP. #2 TRD.6' - 9 1/2"5' - 10"Basement EgressC40' - 4"1' - 6"10' - 6"12' - 0"1' - 6"9' - 0"1' - 6"12' - 0"50' - 8"9' - 0"3 1/2"8' - 7 1/2"OPTIONALOPTIONALOPTIONAL2-6 x 6-82-6 x 6-85-0 x 6-8BifoldCLOSETF1WALL FRAMINGABOVEDD8"8' - 0"8"4' - 0"4' - 0"1 1/2"8"4' - 0"7' - 9 1/2"BELOW FROSTVERIFY CONCRETE WALLHEIGHT IN FIELD PER SITEEGHBELOW FROST8"8' - 0"FGARAGE SLABTOP OF FOUND.1' - 4"1' - 4"1' - 4"BELOW FROSTTOP OF FOUND.DROP CONCRETE WALLFOR GARAGE DOORABGARAGE SLABC1' - 4"1' - 4"1' - 4"8"4' - 0"DFLASHING BEHIND CONCRETESTOOP CAP - SEE PLAN FOR LEDGE SIZE. 740 SFBasement-OptionalFinished726 SFBasement-UnfinishedPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.3Foundation PlanPDS 3301Classic BuildersSH Hamilton - Porch - Std. AGarage RightFull FoundationScale: 1/4" = 1'-0"3Basement PlanWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2 SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660 F 3' - 0" 5' - 0" 7' - 0" PictureC 2 Basement Egress 4' - 0" 4' - 0" 7' - 0" Meets Egress-SuppliedFrom Concrete CompanyScale: 3/8" = 1'-0"1FOUNDATION SECTIONSDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad -Verify ROD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 7-0 Stockbridge 16' - 3" 7' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 4 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD26 2 2-4 x 6-8 4' - 9" 7' - 0 1/2" Pocket Door - Verify ROD32 2 5-0 x 6-8 Bifold 5' - 2" 6' - 10" 4-Panel BifoldCONCRETE SCHEDULE (4" CONCRETE)LOCATIONSQUAREFEETAREACUBICYARDSFloor: Basement Slab 1357 SF 16.8 CYFloor: Garage Slab 456 SF 5.6 CYFloor: Front Porch 106 SF 1.3 CYAREA SCHEDULENAME SQ FTBasement-Optional Finished 740 SFMain Floor 1470 SF2211 SFBasement-Unfinished 726 SFGarage 467 SFPorch 106 SF1299 SFGrand total: 5 3510 SFGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDFOOTING SCHEDULEMARK DIMENSIONS REINFORCEMENT NOTESF1 36" x 36" x 12" #4's @ 7" O.C. E/W (5) min. DN 14 RREF.DN. APROX. 3 R42" VAN.DWDW5-6 VAN.COSDSDCOSDDN 14 R22" x 30"SHUTTLE OPENINGFAMILY RM.VAULTED CLG.CARPETMSTR. BDRM.STEP CLG.CARPETBTHRM.8'-1 1/8"TILE FLRLNDRY.8'-1 1/8"TILE FLRENTRY8'-1 1/8"TILE FLR.3' - 9 1/2"9' - 5"8' - 10"3 1/2"3' - 7"3 1/2"8' - 11 1/2"11' - 1 1/2"3 1/2"2' - 1"3 1/2"4' - 8 1/2"3 1/2"11' - 1 1/2"5 1/2"9' - 11 1/2"GARAGE4" CONCRETE SLAB SLOPING TOWARDS DOORSD102' - 6"3' - 0"D1ROOF TRUSSES@ 24" O/C16' - 0"D4D262' - 4"D112' - 8"1A.5A(2) 14" LVL HDR2' - 4 1/2"19' - 0"DIRECT VENT F.P.(TYP.)2' - 4"D82' - 0"CLO.18' - 1"3 1/2"3' - 10"3 1/2"6' - 1 1/2"22' - 0 1/2"28' - 7 1/2"1' - 0"14' - 0"4' - 4"22' - 0"OPEN RAILING11' - 0"11' - 0"2A.5TO NOSING3A.5VAULTVAULT14' - 1"5 1/2"4' - 0"3 1/2"3' - 0 1/2"5 1/2"5' - 10"5 1/2"D92' - 4"7 1/2"ROOF TRUSSES@ 24" O/CB17' - 10"5' - 4"17' - 2"6' - 2"6' - 2"6"14' - 1"5 1/2"7' - 4"5 1/2"5' - 10"5 1/2"(2) 2X10 DF #23660 F3660-2 SHW.I.C.8'-1 1/8"CARPET22' - 0 1/2"2X6 WALL4-0 X 3-0SHOWERD262' - 4"2X6 WALLD22' - 8"LOCKERS2' - 2"2' - 2"2-8 X 5-0TUB/ SHOWERABKFST RM.VAULTED CLG.HWLKITCHENVAULTED CLG.HWLBDRM. 38'-1 1/8" CLG.CARPETBDRM. 28'-1 1/8" CLG.CARPETBTHRM.8'-1 1/8"TILE FLRCLOSETCLOSET10' - 10"3 1/2"5' - 0"3 1/2"10' - 9"3 1/2"18' - 4 1/2"11' - 1 1/2"3 1/2"2' - 7"5' - 4 1/2"5' - 4 1/2"7' - 0"7' - 0"D102' - 6"D102' - 6"D92' - 4"D325' - 0"ADECKROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CD325' - 0"18' - 4 1/2"3 1/2"6' - 5 1/2"3 1/2"4' - 0"3 1/2"5' - 0"3 1/2"6' - 10"(1) 3 1/2" X 11 7/8" LSL / 2JS1' - 0"6"1' - 0"D36' - 0"4' - 0"4' - 10"A.41(3) 2x10 DROPPED BEAMTOP OF BEAM AT 8'-1 1/8"24' PANTRYSTOVEEND PANEL4' - 10"45' - 10"1' - 0"6' - 0"9' - 11"1' - 11"FLUSH COUNTER3660-2 SH3660-2 SH12'-0'' X 12'-0''3' - 2 1/2"3 1/2"7' - 4"COVERED PORCH4' - 0"7' - 0"4' - 0"STEPS40' - 4"5' - 9"10' - 4 1/2"9' - 9 1/2"3 1/2"8' - 5"5 1/2"3660 FB2X4 WALLABEFCMAIN FLOOR OPTIONSA - COVERED DECKB - 4 SEASONS BEHIND FAMILY RM. C - 4 SEASONS BEHIND BREAKFAST RM. E - 9' CEILING WITH TRAY IN FAMILY RM.F - TILE SHOWERD - 2' DINING RM. ADDITIONDGG - STONE FIREPLACE(1) 3 1/2" X 11 7/8" LSL / 2JS(1) 3 1/2" X 11 7/8" LSL / 2JSVAULT RIDGE 3:12(3) 2x10 DROPPED BEAMTOP OF BEAM AT 8'-1 1/8"8'-1 1/8"8'-9 1/8"+ 8"18'' LIN. CAB.*VERIFY FINAL DESIGN WITH BUILDER*VERIFY FINAL DESIGN WITH BUILDER4' - 0 1/2"3 1/2"12' - 10"1' - 11"2' - 1 1/2"3' - 0 1/2"3' - 0 1/2"51' - 8"51' - 8"40' - 4"2X6 WALL1470 SFMain Floor467 SFGarage106 SFPorchFTG. BELOW FROST LINECONCRETE1 1/2" CANT.MAIN FLOOR PLATE HEIGHTROOF TRUSS2" CANTILEVER2X4 WALL W/ COMPOSITE WRAP8X8X16 CMU BASE WRAPPED IN STONEPORCH BEAM(REFER TO PLAN FOR SIZE) MAIN FLR. DECKFLOOR DEPTH2X4 PORCH CEILING FRAMING.HOLD FLUSH WITH SOFFIT RETURNVERIFY HGT. IN FIELD3' - 2" TOP OF CAPSTONE VENEERSTONE CAP1' - 4"TOP OF FOUNDATIONMIN 8"2X4 TRD PLATEW/ ANCHOR BOLTS#4 HOOKED REBAR(2) #4 CONT.#4 IN EACH CELLGROUT SOID#4 IN EACH CELLGROUT SOID(4) 1/2" DIA. HILTI KWIKHUS-EZ SCREWACHOR W/ 4 1/2" EMBED, TYP.SECTION A-AA-APLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.4Main Floor PlanPDS 3301Classic BuildersSH Hamilton - Porch - Std. AGarage RightFull FoundationScale: 1/4" = 1'-0"5Main Floor PlanWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2 SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660 F 3' - 0" 5' - 0" 7' - 0" PictureC 2 Basement Egress 4' - 0" 4' - 0" 7' - 0" Meets Egress-SuppliedFrom Concrete CompanyDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHTD1 1 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad -Verify ROD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 7-0 Stockbridge 16' - 3" 7' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 4 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD26 2 2-4 x 6-8 4' - 9" 7' - 0 1/2" Pocket Door - Verify ROD32 2 5-0 x 6-8 Bifold 5' - 2" 6' - 10" 4-Panel BifoldAREA SCHEDULENAME SQ FTBasement-Optional Finished 740 SFMain Floor 1470 SF2211 SFBasement-Unfinished 726 SFGarage 467 SFPorch 106 SF1299 SFGrand total: 5 3510 SFGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDScale: 1/2" = 1'-0"1PORCH COLUMN DETAIL 2 PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/2" = 1'-0"A.4AFlr. Plan OptionsPDS 3301Classic BuildersSH Hamilton - Porch - Std. AGarage RightFull FoundationScale: 1/2" = 1'-0"1Z - OPTIONAL PANTRY OPTION AScale: 1/2" = 1'-0"2Z - OPTIONAL PANTRY OPTION B 8' - 1 1/8"1' - 0 5/8"7' - 9 1/2"8"9' - 3 1/2"10' - 11 3/4"TO NOSING11' - 1 1/2"3 1/2"2' - 1"3 1/2"5' - 9"10' - 4 1/2"5 1/2"9' - 11 1/2"TO NOSING7 9/16" RISERUN.10"1" NOSING19' - 1 1/4"3 1/2"20' - 11 1/4"MIN. HEAD HGT.6' - 8"Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"18' - 4 1/2"23' - 5 1/2"8' - 10"42' - 0"8' - 8"125123HEEL7"Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"2' - 4"8' - 11"2' - 10"1258"8' - 1 1/8"7' - 3 1/4"WINDOW HDR. HGT.HEEL7"1/2" OSB W/ 30# ROOFING PAPER & ASPHALT SHINGLESSOFFIT FRAMING MATERIAL AS REQ.2X6 SUB FASCIALAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-20 INSULATIONMOISTURE BARRIER ALL EXT. WALLSTRUSS ROOF BYMANUF. @ 24" O.C.1/2" GYP. BOARD2X6 BOTTOM PLATEPROVIDE ADEQUATE WATERPROOFING4" CONC. FLOOR SLAB3/4" T&G SUB FLOOR (GLUED AND NAILED)(2) 2X6 TOP PLATES5/8" GYP. BOARDFLOOR SYSTEM PER MANUF.8' - 1 1/8"4" DRAIN TILE IN PEA GRAVEL BED RUN TO PUMPR-21 INSULATION AT EXTERIOR WALLSGUTTER APRONGUTTER PER MANF.GRADEMIN.0' - 6"TYPICAL 16" X 8" CONC. FTG.W/ 2 #4 HORZ. RODS CONTINUOUSSPLICING AS NECESSARY ONUNDISTURBED SOIL OR EQUAL2X6 TREATED SILL PLATE W/ SEALERAND 1/2" ANCHOR BOLTS @ 72" O.C. MAX.EMBEDDED 7". USE 2 BOLTS PER SILL PLATEW/ BOLTS PLACED AT 12" FROM EACH END OFSILL PIECE. FOUNDATION ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENTANCHORAGE TO 1/2" DIA. ANCHOR BOLTS MAY BE USED.8" POURED CONCRETE FOUNDATION WALLVERTICAL STEEL (GRADE 60) : #6 @ 36" O.C. (OR #4 @ 16") ON 8'-0" #6 @ 32" O.C (OR #4 @ 15") ON 9'-0" & #6 @ 22" (OR #4 @ 10") ON 10'-0" TALL WALLSREFER TO IRC 2015 TABLE R404.1.2(3) AND TABLE R404.1.2(9).HORIZ. STEEL: #4 @ 1'-6", 4'-4", AND 7'-0" OFF FOOTING, (SPLICING AS NECESSARY, MIN 12" OVERLAP). 9'-0" & 10'-0": (4) #4 BARS SPACED EQUALLY W/ TOP BAR WITHIN 12" FROM TOP OF WALL8' - 0"R-49 INSULATIONPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.5Building Sec.PDS 3301Classic BuildersSH Hamilton - Porch - Std. AGarage RightFull FoundationScale: 3/8" = 1'-0"1STAIR SECTIONScale: 1/4" = 1'-0"2FAMILY ROOMScale: 1/4" = 1'-0"3MASTER BEDROOMScale: 1/2" = 1'-0"4TYPICAL WALL SECTION - RANCH 2' - 6"22" X 30" MINIMUM CLEARANCE REFER TO IRC 807.1MINIMUM CLEARANCE IS MEASURED FROM THE TOP OF THE BOTTOM CHORD TO BOTTOM OF THE TOP CHORD1' - 10 1/2"1' - 0"MINIMUM.BETWEEN TRUSSESROOF TRUSS PER MANUFACTUREGYPSUM BOARDINSULATION1/2" OSB1/2" GYPSUM BOARD2X4 FRAMINGSIDE VIEW END VIEWEXTERIOR SHEATHINGWATER-RESISTIVE BARRIER-PLACE OVER FLASHING SELF-ADHERED BITUMINOUS MEMBRANE- MIN. 6" ABOVE LEDGER BOARD TO TOP OF FOUNDATION WALL.CONTINUOUS FLASHING ON TOP OF LEDGER BOARD/JOISTAT LEAST 3" PAST HANGER2X LEDGER BOARD-MIN. SAME SIZE AS DECK JOIST AND NO GREATER THAN BAND JOISTJOIST HANGER1/2" DIA. LAG SCREW WITH WASHER OR THROUGH BOLTS WITH WASHER, PLACED A MIN. OF 2" FROM TOP AND BOTTOM EDGES. DESIGN OF SPACING IS BY OTHERS.DECK JOISTFOUNDATION WALLEXTERIOR SIDINGBAND JOIST.- MIN. 1 1/8" THICKFLOOR JOIST-SEE PLANTABLE R507.2DECK LEDGER CONNECTION TO BAND JOIST/SIMPSON STRONG TIE SDWS SCREWSLOADING: DECK LIVE LOAD 40 PSF/ DECK DEAD LOAD 10 PSF1/2" LAG SCREWSSIMPSON SDS22400DBSIMPSON SDS22400DBCONNECTION DETAILMAXIMUM DECK JOIST SPANUP TO 6'-0" UP TO 8'-0" UP TO 10'-0" UP TO 12'-0" UP TO 14'-0" UP TO 16'-0" UP TO 18'-0MAXIMUM ON CENTER SPACING OF FASTENERS (STAGGER IN 2 ROWS)LEDGER BOARD SIZE2X SYP1 1/8 OSB RIM/1 1/4" LSL RIM2X SYP30 23 18 15 11 1016 12 1076 522 16 13 11981387MIN EDGE DISTANCEMIN END DISTANCE1 7/16"6"1 7/16"6"2" 2"TOP PLATESBORED HOLE MAX. DIAMETER 40 PERCENT OF STUD DEPTH ON EXTERIOR WALLS AND INTERIOR BEARING WALLS.(60 PERCENT ON INTERIOR NON BEARING WALLS)5/8 INCH MINIMUM TO EDGESTUDNOTCH MUST NOT EXCEED 25 PERCENT OF STUD LENGTH ON EXTERIOR WALLSAND INTERIOR BEARING WALLS. (40 PERCENT OF STUD DEPTH ON INTERIOR NON BEARING WALLS)BORED HOLES SHALL NOT BE LOCATEDIN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD. (ALL WALLS)IF HOLE IS BETWEEN 40 PERCENT AND 60 PERCENTOF STUD DEPTH, THAN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLE AND SO BORED. (EXTERIOR WALLS AND INTERIOR LOAD BEARING ONLY)5/8 INCH MINIMUM TO EDGEFIGURE R602.6(1) AND R602.6(2) IRC 2015FIGURE R602.6.116 GAGE AND 1.5 INCH WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE NOTCH WITH 8-16D NAILS EACH SIDE. EXTERIOR OR INTERIOR BEARING WALLS ONLY. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING.PIPE OR DUCTWORKNOTCH GREATER THAN 50PERCENT OF THE PLATE WIDTH1' - 0"OR LESSDRIP EDGECONTINUOUS 2X6 MATERIALWITH SOLID BLOCKING @ 24" O.C.SOFFIT MATERIAL5/4" X2" SIDING TRIM ORSEE ELEVATION5/4"X8" RAKE BOARDEXTERIOR LAP SIDINGEXTERIOR SHEATHINGGABLE END TRUSSROOF SHEATHINGGABLE END BRACING(DESIGNED BY OTHERS)2X BLOCKINGROOF TRUSS2' - 0"MAX.INTERIOR FRAMING PARTITION2X4 FLAT BLOCKINGINSULATION2X4/2X6 EXTERIORWALL FRAMINGDOUBLE 2X4/2X6TOP PLATESINGLE 2X4/2X6 BOTTOM PLATE2X4 FLAT BLOCKING2X4/2X6 EXTERIOR WALL2X6 WALL STUDS@ 16" O/C2X6 END WALL STUD2X4 BACKER BOARD FOR SIDING CORNER BOARD2X6 DRYWALL BACKING STUDINTERIOREXTERIOR2X62X62X62X4SIDING CORNERBORDCORNERBOARD NAILEREXTERIOR SHEATHING2'-0" MIN.OPERABLE WINDOWOPERABLE WINDOWTOP OFFINISHED FLOOR(EXAMPLE: TILE, HARDWOOD, CARPET, ETC.)LOWEST POINT OF CLEAR WINDOW OPENINGGRADER312.2 APPLIES TO WINDOWGREATER THAN 6'-0"LESS THAN 6'-0"EXCEPTION:IF WINDOW WELL EXIST BELOW WINDOW, HEIGHT IS TAKEN FROM BOTTOM OF WINDOW WELLR312.2.1 WINDOW SILLSIn dwelling units, where the top of sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operablewindow shall comply with on of the following:1. Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position.2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 20903. Operable windows that are provided with opening control devices that comply with Section R312.2.2R312.2.2 Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of thewindow unit to less than the area required by Section R310.2.1NO MINIMUM REQUIREMENTSSECTION 310 -IRC 2015EGRESS WINDOW REQUIREMENT44" MAXIMUM SILL HEIGHTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(2)2X6 TOP PLATES 1/2" GYP BOARDROUGH OPENINGWINDOW FRAMEWINDOW FRAMEROUGH OPENINGWINDOW HEADJAMBWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION AND FLASHING(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CJAMBEXTERIOR TRIM PER ELEVATIONSWINDOW DETAILSWILL VARY WITHMANUFACTURERINTERIOR TRIMINTERIOR TRIMTYPICAL HDR:1-KS (KING STUD)1-JS (JACK STUD)SEE FLOOR PLAN FOR CHANGESKJKJSEE WINDOW SCHEDULET.O. ROUGH OPENINGWINDOW HDR. HGTTRUSS HEEL5/8" CLG. GYP BOARDCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGCAULKING/SEALANT WITH BACKER RODFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGFLOOR SYSTEM(2)2X6 TOP PLATES 1/2" GYP BOARD1/2" EXT. SHEATHING5/8" CLG. GYP BOARD3/4" SUB FLOORWINDOW FRAMEROUGH OPENINGWINDOW HEADWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CREFER TO PLANRIM BOARD(1)2X6 SILL PLATEBATT INSULATIONBATT INSULATIONEXTERIOR TRIM PER ELEVATIONSSIDING MATERIAL-SEE BUILDERINTERIOR TRIMINTERIOR TRIMT.O. ROUGH OPENINGWINDOW HDR. HGTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(1)2X6 SILL PLATE PAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHINGCAULKING/SEALANT WITH BACKER RODCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE SILLDRAIN AWAY FROM WINDOWRAINSCREEN MAT(RECOMMENDED)**SEE STONE MANUFACTURE FOR INSTALL DETAILSFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIEROVER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE VENEER CAPRAINSCREEN MAT(RECOMMENDED)DRIP CAPSTONE VENEERBEAM- SEE PLAN6X6 POSTMIN.2 1/2"(2) 1/2" DIAMETERTHROUGH BOLTS WITH WASHERSAPPROVED POST CAPNOTCH BEAM SUPPORT METHOD FOR 2-PLY MEMBERSALTERNATE SUPPORT METHOD FOR 3-PLY MEMBERSAPPROVED POST BASECONCRETE FOOTINGHURRICANE TIEDECK BOARDSINVERTED FLANGE HANGERDECK BEAMDECK JOIST6X6 POST CONTINUOUS TO ROOF BEAMALTERNATE SUPPORT CONNECTION FOR COVERED DECKSLOPE AWAY FROM POST AT 1/12SEE PLANMIN. 42" BELOW GRADE1/2" OSB/GYP BOARD BEHIND ALL EXTERIOR TUBFROM FLOOR TO UNDERSIDE OFTUB SURROUND FOR BLOWN INSULATION.DRYWALL ONLY ABOVE TUB UNIT. TUB / SHOWER UNIT PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.7DetailsPDS 3301Classic BuildersSH Hamilton - Porch - Std. AGarage RightFull FoundationScale: 3/8" = 1'-0"4ATTIC ACCESS OPENING1Scale: 1" = 1'-0"2DECK LEDGER CONNECTION2Scale: 3/8" = 1'-0"7NOTCHING AND BORING HOLELIMITATIONS1Scale: 3/4" = 1'-0"10RAKE OVERHANG-WOOD1Scale: 3/4" = 1'-0"6EXTERIOR WALL LADDERScale: 3/4" = 1'-0"1TYPICAL EXTERIORWALL CORNERSScale: 3/8" = 1'-0"52015 IRC R612 WINDOW FALLPROTECTIONScale: 1" = 1'-0"13TYPICAL EXTERIOR HEADERScale: 3/4" = 1'-0"3DECK-POST CONNECTION1Scale: 1/2" = 1'-0"9Bath Tub-OSB Insulation1 --FASTENER SCHEDULE FOR INTERIOR BRACED WALL LINES (BWL) - NOTED ON PLANMETHOD GB - BOTH SIDES GYP - 7" EDGES (INCLUDING TOP & BOTTOM PLATES) & 7" FIELDMETHOD WSP - 1 SIDE OSB/PLYWOOD - 6" EDGES & 12" FIELD, 1 SIDE GYPEXTERIOREXTERIORINTERIORINTERIORCS-PF1CS-WSPCS-PF1CS-PF2CS-WSPCS-PF2SINGLE PORTALDOUBLE PORTALSINGLE PORTALDOUBLE PORTAL--NOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANPFH1PFH2PFH1SINGLE PORTALDOUBLE PORTALNOTED ON PLANNOTED ON PLANNOTED ON PLANMIN 7/16" OSB SHEATHING-SEE APA DETAILS2X4 GARAGE DOOR TRACK BLOCKING2x6 JAMBWOOD OR ALUMINUM WRAPFINISH-SEE BUILDERMIN. (2) 2X JACK STUDSROUGH OPENING- SEE DOOR SCHEDULEPER BRACING METHODSEE MIN WIDTH FORMIN LENGTH FOR CONTINUOUS SHEATHING - PORTFAL FRAME (CS-PF)PER TABLE R602.10.5(HEIGHT TAKEN FROM TOP OF FOUNDATION WALL TO TOP PLATES OF GARAGE WALL)8'-0" WALL = 16"9'-0" WALL = 18"10'-0" WALL = 20"11'-0" WALL = 22"12'-0" WALL = 24"MIN. 2'-0" OSB RETURN ON THE CORNER OR HOLD DOWN. SEE DETAIL 1/FIGURE 602.10.7 (2) 1/2" CONCRETE ANCHOR BOLTS MIN 7" EMBEDMENT W/ 2"X2"X3/16" WASHERMIN. 1/2" GYP ON INTERIOR WALLSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.8Wall BracingPDS 3301Classic BuildersSH Hamilton - Porch - Std. AGarage RightFull FoundationScale: 1/4" = 1'-0"2BRACED WALL PANELCONNECTIONScale: 1/4" = 1'-0"1CS-END CONDITIONSScale: 1/4" = 1'-0"4BRACING METHOD CS-PFScale: 1/4" = 1'-0"3BRACING METHOD PFHScale: 1" = 1'-0"5GARAGE DOOR JAMB - BRACINGMETHOD CS-PFScale: 1/4" = 1'-0"6BRACING METHOD CS-WSP DN 14 RREF.DN. APROX. 3 RDWDWUP 14 RFURNWH42" VAN.188 SF194 SF168 SF40 SF56 SF62 SF32 SF108 SF66 SF139 SF133 SF29 SF40 SFHALLWAY 1FAMILY RM.MSTR. BDRM.BTHRM.W.I.C.ENTRYHALLWAY 2LNDRY.BKFST RM.KITCHENBDRM. 3BTHRM.BDRM. 245 SFOPTIONAL WET BAR145 SF36 SF409 SF19 SFSTAIR LANDINGFINISH AREA AT BOTTOM OF STAIRS.INCLUDED IN STANDARD PACKAGE.BDRM. 4BTHRM.STORAGESTORAGEFAMILY RM.OPTIONAL OPTIONAL OPTIONAL PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 3/16" = 1'-0"F.1Floor CoveringPDS 3301Classic BuildersSH Hamilton - Porch - Std. AGarage RightFull FoundationScale: 3/16" = 1'-0"1Main FloorScale: 3/16" = 1'-0"2Basement Plan NOT FOR CONSTRUCTIONTHESE ARE PLANS ARE CONCEPTIONAL PLANS AND HAVE NOT BEEN APPROVED AS A BID SET OR FOR CONSTRUCTIONMISC. SYMBOLSFROST PROOF HOSE BIBFLOOR LINE ABOVESTRUCTURAL BEAM/HEADER OR GIRDER TRUSSLOAD BEARING WALLSOLID BLOCKING FROM CONCENTRATED LOADCONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.ABBREVIATIONSADJ ADJUSTABLEAWN. AWNINGBTM. BOTTOMBSMT. BASEMENTBTW. BETWEENCA CASEMENTCANT. CANTILEVERCAB. CABINETC CENTER LINECLG CEILINGC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETED DRYERDIA. DIAMETERDN DOWNDH DOUBLE HUNGDW DISHWASHERF.D. FLOOR DRAINFLR. FLOORFT. FEETFURN. FURNACEHDR. HEADERHDWD HARDWOODINSUL. INSULATIONJST. JOISTLVL LAMINATED VENEER LUMBERLIN. LINENMAX. MAXIMUMMIN. MINIMUMO/C ON CENTERO.H.D. OVERHEAD DOOROPNG. OPENINGPED. PEDESTALN.T.S. NOT TO SCALEREF REFRIGERATORREQ REQUIREDRO ROUGH OPENINGRM ROOMSH SINGLE HUNGS & R SHELF AND RODS.F. SQUARE FEETS.P. SUMP PITSTL STEELTYP. TYPICALTRANS. TRANSOMUNEX. UNEXCAVATEDVAN. VANITYW WASHERW/ WITHW.H. WATER HEATERLELECTRIC SYMBOLSRBMPCSMOKE/HEAT DETECTORLIGHT WITH E. FANEXHAUST FANCABLE OUTLETPHONE OUTLET240 VOLT RECEPTACLEDUPLEX RECEPTACLE OUTLETSINGLE RECEPTACLE OUTLETDIMMER SWITCHSINGLE POLE SWITCHGARAGE DOOR OPENERELECTRIC PANELCEILING MOUNTED LIGHTWALL MOUNTED LIGHTRECESSED LIGHTFLUORESCENT LIGHTDMBAR LIGHTW.M. MOTION DETECTOR LIGHTPULL CHAIN LIGHT3THREE WAY SWITCHA. ALL CONSTRUCTION AND MATERIALS SHALL MEET OR EXCEED IRC 2015. LOCAL BUILDING CODES MAY HAVE DIFFERENT SPECIFICATIONS AND REQUIREMENTS THAN WHAT IS LISTED IN THE IRC 2015, THESE LOCAL REQUIREMENTS WILL SUPERSEDE THE IRC 2015. SEE THE LOCAL BUILDING DEPARTMENT FOR CHANGES.B. CONTRACTOR TO CONFIRM THE SIZES, SPACING AND SPECIES OF LUMBER OF ALL STRUCTURAL AND FRAMING MEMBERS. ANY STRUCTURAL AND FRAMING MEMBERS NOT INDICATED ARE TO BE SIZED BY OWNER/CONTRACTOR.C. THE OWNER/CONTRACTOR IS RESPONSIBLE FOR PREVENTIVE MEASURE OF THE BUILD UP OF MOISTURE OR MOLDD. ALL PRODUCTS ARE TO BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATIONS.E. ALL MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS ARE TO BE DESIGNED BY OTHERS.F. ALL EXTERIOR STAIRS ARE SHOWN FOR CONCEPT, FINAL DESIGN DETERMINE ON SITE FOR FINAL GRADE.G. THE FOLLOWING CODE INFORMATIONS IS INTENDED TO ASSIST AND INFORM YOU THROUGH CONSTRUCTION. THIS PROJECT HAS BEEN DRAWN TO PRESCIBE TO INDUSTRY STANDARDS.A. BUILDING AND STRUCTURES, AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS, AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE (R301.1)B. TABLE 301.2(1) IRC 2015. VALUES BASED FROM THE CITY OF DES MOINES, IOWA.GROUNDSNOWLOADSPEED(mph)SEISMICDESIGNCATEGORYSUBJECT TO DAMAGE FROMWEATHERINGFROST LINEDEPTHTERMITEWINTERDESIGN TEMP.ICE BARRIERUNDERLAYMENTREQUIREDFLOODHAZARDSAIRFREEZINGINDEXMEANANNUALTEMP30 PSF115ASEVERE42"MODERATE-HEAVY-0 FMARCH1984183348.6 FYESC. MINIMUM LIVE LOADS. (R301.5) IRC 2015UNHABITABLE ATTIC WITH LIMITED STORAGE 20 PSFUNHABITABLE ATTIC WITHOUT STORAGE 10 PSFHABITABLE ATTIC AND SERVED WITH FIXED STAIRS 30 PSFDECKS AND EXTERIOR BALCONIES 40 PSFGUARDRAIL AND HANDRAILS 200 PSFROOM OTHER THAN SLEEPING ROOMS 40 PSFSLEEPING ROOMS 30 PSFSTAIRS 40 PSFD. DEAD LOADS ADDITIONAL OR CHANGES TO MATERIAL NEEDS TO BE ADJUSTED TO THE BELOW CALCULATIONS.FLOOR-TOP CHORDROOF-TOP CHORDSCARPET AND PAD 1.5 PSF ROOFING-SHINGLES(220 LBS) 2 LAYER 4.40 PSF3/8" CERAMIC TILE/ 1/2" BACKER BD. 10 PSF 30 LBS. FELT 0.30 PSF3/4" HARDWOOD FLOOR 4.0 PSF 1/2" OSB OR COM PLYWOOD 1.65 PSFSUBFLOOR-3/4" OSB OR COM-PLYWOOD 2.0 PSF 1/2 ROOF TRUSS-2X4 1.10 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF CORRECTION FOR SLOPE (12/12) 1.55 PSFTOTAL WITH CARPET/PAD5.5 PSFTOTAL9.00 PSFTOTAL WITH TILE/BACKER BD.13.5 PSFTOTAL WITH HARDWOOD FLOOR7.5 PSFROOF-BOTTOM CHORDS1/2 ROOF TRUSS-2X4 1.10 PSFFLOOR-BOTTOM CHORD5/8" GYPBOARD 2.8 PSF1/2 FLOOR TRUSS/I-JOIST SYSTEM 1.5 PSF MINIMUM FOR MISC MECHANICAL/ELEC. 1.5 PSF5/8" GYPBOARD 2.8 PSF 16" BATT/BLOWN INSULATION 1.60 PSFMINIMUM FOR MISC MECHANICAL/ELEC. 0.7 PSFTOTAL5.0 PSFTOTAL7.00 PSFMINIMUM ROOF LIVE LOADS(R301.6)IRC 2015ROOF TRUSS LIVE LOAD(Lr) 20 PSFGROUND SNOW(Pg) 30 PSFFLAT ROOF SNOW (Pf) 24 PSFTHERMAL CONDITION Ct = 1.0TERRAIN EXPOSURE BDURATION OF LOAD-SNOW 1.15UNBALANCED AND SNOW DRIFT LOADINGACCORDING TO ASCE/SEI 7-10WIND DESIGN METHOD: MWFRS/C-C HYBRID ACSE/SEI 7-10EXPOSURE CATEGORY BDURATION OF LOAD-WIND 1.60SECTION R303: LIGHT AND VENTILATION IN HABITABLE ROOMS, PROVIDE NATURAL LIGHT AND VENTILATION WITH OPERABLE WINDOWS. WINDOW GLAZING SHALL NOT BE LESS THAN 8% OF THE FLOOR AREA OF EACH ROOM. 1/2 THE REQUIRED WINDOW AREA SHALL BE OPERABLE TO THE EXTERIOR FOR NATURAL VENTILATION. R303.3 BATHROOMS MAY HAVE AN OPERABLE WINDOW OF 3 S.F. IN AREA. - EXCEPTION:1. BATHROOM AND WATER CLOSET MAY BE VENTILATED WITH EXHAUST FANS AND ARTIFICIAL LIGHT.SECTION R304: THE MINIMUM AREA OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 70 SQ. FEET, EXCEPT KITCHEN. R304.2 THE MINIMUM LENGTH OR WIDTH OF ANY HABITABLE ROOM SHALL NOT BE LESS THAN 7'-0"SECTION R305: CEILING HEIGHT HABITABLE SPACE, HALLWAYS, AND PORTION OF THE BASEMENT CONTAINING THESE SPACES SHALLHAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILER ROOM, AND LAUNDRY ROOMS SHALL HAVE A CEILING HGT OF NOT LESS THAN 6'-8"-EXCEPTION 1. FOR ROOMS WITH SLOPED CEILING, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 5'-0" AND NOT LESS THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING OF LESS THAN 7'-0"2. THE CEILING ABOVE A BATHROOM AND TOILET ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8" ABOVE THE AREA OF NOT LESS THAN 30"X30" AT THE SHOWERHEAD.3. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOOR.R305.1.1 BASEMENT PORTION OF BASEMENT THAT DO NOT CONTAIN HABITABLE SPACE OR HALLWAYS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8"-EXCEPTION1. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS IN BASEMENT CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6'-4" OF THE FINISH FLOORSECTION R307.1 TOILET, BATH AND SHOWER SPACES. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE R307.1. 1. TOILET: MIN 15" FROM WALL OR TUB OR VANITY. . MIN 21" CLEARANCE IN FRONT OF TOILET2. VANITY: MIN 21" CLEARANCE IN FRONT OF VANITYSECTION R308 GLAZING. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATION DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURING'S DESIGNATION SPECIFYING WHO APPLIED DESIGNATION, DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD. R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE AND MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION.2. WHERE THE GLAZING IS ON THE WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR.-EXCEPTION1. DECORATIVE GLASS2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN DOOR AND THE GLAZING3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH4. GLAZING THAT IS ADJACENT TO A FIXED PANEL OF PATIO DOORS,R308.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS.1. THE EXPOSED AREA OF AM INDIVIDUAL PLAN IS LARGER THAN 9 SQUARE FEET2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR: AND4. ONE OR MORE WALKING SURFACE ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING-EXCEPTION1. DECORATIVE GLASS2. WHERE HORIZONTAL RAIL IS INSTALLED.R308.4.5 GLAZING IN WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOL, SAUNAS, STEM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTSIDE POOLS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE THE STANDING OR WALKING SURFACER308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS.GLAZING WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF THE STAIRWAY, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS.-EXCEPTIONS1. WHERE RAILING IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34" TO 38" ABOVE WALKING SURFACE.SECTION R310. EMERGENCY ESCAPE AND RESCUE OPENING. BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING.-EXCEPTION. STORM SHELTERS ANDS BASEMENT USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET.R310.2.1 MINIMUM OPENING AREA: EMERGENCY AND ESCAPE OPENING SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR AREA DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY NORMAL OPERATION FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL NOT BE LESS THAN 24" AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20"R310.2.2 WINDOW SILL HEIGHT. WHERE THE WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THEN 44" ABOVE THE FLOORR310.2.3 WINDOW WELLS: THE HORIZONTAL AREA OF THE WINDOW WELL SHALL NOT BE LESS THAN 9 SQ. FT., WITH THE HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36" THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.-EXCEPTION1. THE LADDER OR STEPS SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6".R310.2.3.1 WINDOW WELLS WITH A VERTICAL STEP GREATER THAN 44" SHALL BE EQUIPPED WITH A PERMANENT LADDER NOT LESS THAN 12" WIDESECTION 311R311.7.1 STAIRWAYS. STAIRWAY ARE TO BE NOT LESS THAN 36" WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. HANDRAILS SHOULD PROJECT MORE THAN 4 1/2" ON EITHER SIDE OF THE STAIRWAY.R311.7.5 HEADROOM. THE HEADROOM IN THE STAIRWAY SHALL BE NOT LESS THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDINGR311.7.3 VERTICAL RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"R311.7.5 THE MAXIMUM RISER IS 7 3/4" WITH A MINIMUM RUN OF 10".R311.7.8 HANDRAILS SHALL BE ON NOT LESS THAN ONE SIDE OF EACH CONTINUES RUN OF TREADSSECTION 314 SMOKE ALARMS. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND UL 217 R314.3 LOCATION1. IN EACH SLEEPING ROOM2. OUTSIDE EACH SEPARATE SLEEPING AREA3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT AND HABITABLE ATTICS4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'-0" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN THAT LOCATION.R314.3.1 SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING AREAS1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE2. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED APPLIANCE3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6'-0" HORIZONTAL FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.SECTION R315 CARBON MONOXIDE ALARMS: SHALL COMPLY WITH UL 2034. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND UL 217R315.2.1 CARBON MONOXIDE SHALL BE PROVIDED IN DWELLING UNITS WHERE EITHER OR BOTH OF THE FOLLOWING CONDITION EXIST:1. CONTAINS A FUEL-FIRED APPLIANCE2. ATTACHED GARAGE WITH AN OPENING THAT COMMUNICATES WITH THE DWELLINGSECTION 317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY.R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE PROVIDING IN THE FOLLOWING LOCATIONS BY USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE.1. WOOD JOIST OR BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12" TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION.2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED GROUND.3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER.4. THE ENDS OF A WOOD GIRDER ENTERING CONCRETE WALLS HAVING CLEARANCE OF LESS THAN 1/2" ON TOPS, SIDES AND ENDS.5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND OR LESS THAN 2" MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER.6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE SLABS.7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN WALL AND THE FURRING STRIP.R317.3.1 FASTENERS OF PRESERVATIVE-TREATED WOOD. FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS.SECTION 401.4 SOIL TEST: WHERE QUANTIFIABLE DATA CREATED BY ACCEPTABLE SOIL SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE BUILDING OFFICIAL SHALL DETERMINE WHETHER A SOIL TEST IS REQUIRED. TABLE R401.4.1CLASS OF MATERIAL LOAD BEARING PRESSURESAND, SILTY SAND, CLAYEY SAND, 2,000 POUNDS PER SQ FTSILTY GRAVEL AND CLAYEY GRAVELCLAYEY, SANDY, SLIGHTY CLAY, CLAYEY SILT, 1,500 POUNDS PER SQ FTSILT, AND SANDY SILT CLAYTHIS DESIGN IS BASED ON 2,000 POUNDS PER SQ FT, UNLESS NOTED OTHERWISE. IT IS THE BUILDER OR HOMEOWNER RESPONSIBLE TO LET PLUM DESIGN SERVICE KNOW IF THE CONDITION IN THE FIELD ARE DIFFERENT.R402.2 CONCRETE: FROM TABLE R402.2-FOUNDATION CONCRETE WALLS SHALL HAVE A MIN. STRENGTH OF 3000 PSI-GARAGE FLOOR SLABS SHALL BE 3,500 PSI -PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER SHALL BE 3,500 psi AT 28 DAYS-BASEMENT SLABS 2,500 PSI (CONCRETE SHALL BE AIR ENTRAINED WITH 5%-7% TOTAL AIR CONTENT).R403 ALL FOOTING SHALL BE PLACED ON UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL. MINIMUM FOOTING TO BE 16" WIDE X 8"DEEP FOR A 2 STORY BUILDING AND 20" WIDE X 8" DEEP FOR A 3 STORY BUILDING (TABLE 403.1) BOTH WITH 2 CONTINUOUS HORIZONTAL #4 REBAR.R403.1.6 ALL ANCHOR BOLTS SHALL BE APPROVED 1/2" IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7" INTO CONCRETE. USE TWO BOLTSPER SILL PLATE WITH BOLTS SPACED AT A MAXIMUM OF 6 FEET ON CENTER WITH A MINIMUM OF ONE BOLT NOT MORE THAN 12 INCHES FROM THE END BUT AT LEAST 3 1/2 INCHES FROM END OF SILL PLATE. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.- ALTERNATE FOUNDATION STRAPS MAY BE USED, SPECIFICATION TO PROVIDE EQUIVALENT ANCHOR TO A 1/2" DIAMETER ANCHOR BOLTS.R404 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN TABLE R404.1.2(3). REFER TO TYPICAL WALLSECTION IN THIS PLAN FOR SPECIFICATION.R406 FOUNDATION WATERPROOFING AND DAMPPROOFINGEXCEPT WHERE REQUIRED IN SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSED INTERIOR SPACES AND FLOORS ABOVE GRADE SHALL BE DAMPPROOFING FROM THE HIGHER OF THE TOP OF THE FOOTING, TO THE FINISHED GRADE.R408 UNDER FLOOR SPACETHE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE JOIST AND THE EARTH UNDER ANY BUILDING SHALL HAVE VENTILATION OPENING THROUGH THE FOUNDATION WALLS OR EXTERIOR WALLS. MIN. NET AREA OF VENTILATION SHALL NOT BE LESS THAN 1 SQ FT FOR EACH 150 SQ FT OF AREA UNDER THE FLOOR.R408.4 ACCESS THROUGH THE FLOOR IS REQUIRED TO BE 18" X 24"FRAMING MATERIALS GRADESA. ROOF, FLOOR, AND WALL SHEATHING: APA RATED SHEATHING. (LEAVE 1/8" SPACING AT PANEL ENDS AND EDGES)B. WALL STUDS: MINIMUM SPF STUD OR DOUGLAS FIR LARCH STUD.C. WALL PLATES: MINIMUM SPF #2 OR BETTER.D. DIMENSIONAL HEADERS: DOUGLAS FIR #2 OR BETTER.E. LVL HEADERS: 2950 Fb/2.0E MINIMUM.F. STEEL ASTM SPECIFICATION A992 GRADE-50 OR EQUAL R502.4 JOIST UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. R502.6 THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON CONCRETE. R502.8 NO CUTS, NOTCHES, AND HOLES BORED INTO TRUSSES, STRUCTURAL COMPOSITE LUMBER, GLUE-LAMINATED MEMBERS, OR I-JOIST ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S RECOMMENDATION OR DESIGN BY PROFESSIONAL. R502.11 WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ANSI/TPI-1. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS FOR WEB BRACING AND MULTI-CONNECTION OF GIRDERS. BSCI SHOULD BE REFER TO FOR HANDLING INSTALLATION AND BRACING OF METAL PLATE TRUSSES. R507.2 EXTERIOR DECKS/DECK LEDGER CONNECTION TO BAND JOIST. DECK LEDGER CONNECTION TO BAND JOIST SHALL BE IN ACCORDANCE WITH THIS SECTION TABLE R507.2 AND R507.2.1, AND FIGURES R507.2.1(1) AND R507.2.1(2)DEFLECTION CRITERIAFLOOR LIVE LOAD L/480FLOOR TOTAL LOAD L/360ROOF LIVE LOAD L/360ROOF TOTAL LOAD L/240WALL H/180ALL BEAMS SUPPORTING FLOOR OR ROOF LOADS ARETO BE DESIGNED WITH THE ABOVE DEFLECTION CRITERIAWIND DESIGNTOPOGRAPHICEFFECTSNONESPECIAL WINDREGIONNONEWIND-BORNEDEBRIS ZONENONECHAPTER 3 (BUILDING PLANNING)SECTION R802.10.2 DESIGN. WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATED WOOD TRUSS SHALL COMPLY WITH ANSI/TP1.R802.10.3 BRACING. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY. REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS AND SBCA'S BCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.R802.11.1.1 TRUSS UPLIFT. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL ASSEMBLIES BY CONNECTION CAPABLE OF RESISTING FORCES SPECIFIED ON THE TRUSS DESIGN DRAWINGS.SECTION R806 ROOF VENTILATION. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. REQUIRED VENTILATION OPENINGS SHALL BE DIRECTLY TO THE OUTSIDE AIR.R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION SHALL BE 1/300 (EXCEPTION 1 TAKEN)SECTION R807 ATTIC ACCESS. BUILDING WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREA THAT HAVE A VERTICAL HEIGHT OF 30" OR GREATER.1. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"X30" .2. SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION3. MINIMUM UNOBSTRUCTED HEAD ROOM IN THE ATTIC SPACE SHALL BE 30" MEASURED VERTICALLY FROM BOTTOM OF CEILING MEMBERCHAPTER 4 (FOUNDATIONS)CHAPTER 5 (FLOORS)CHAPTER 6 (WALL CONSTRUCTION)R602..1 SAWN LUMBER SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY ACCREDITATION AGENCY THAT COMPLIES WITH DOC PS 20R602.3 REFER TO TABLE R602.3(1) THROUGH TABLE R602.3(4) FOR FRAMING MEMBER FASTENINGR602.6 DRILLING AND NOTCHING- REFER TO FIGURE R602.6 (1) AND R602.6 (2)-SEE DETAIL PAGE OF PLAN FOR FIGURES.R602.7 THE ALLOWABLE SPANS OF GIRDERS/HEADERS FABRICATED FROM DIMENSIONAL LUMBER ON EXTERIOR WALLS SHALL NOT EXCEED THE VALUES OF TABLE R602.7(1)R602.8 FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENING (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND ROOF SPACE.R602.10 WALL BRACING. BUILDING SHALL BE BRACE IN ACCORDANCE WITH SECTION OR R602.12 (SIMPLIED METHOD). FROM TABLE R602.10.4.USE CS-WSP BRACING METHOD WITH MIN 3/8" SHEATHING..CHAPTER 7 (WALL COVERING)R702.1 GENERAL INTERIOR COVERING OR WALL FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. INTERIOR MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R703.7.1 FOR SUPPORT AND SECTION R703.7.4 FOR ANCHORAGE. INTERIOR FINISHES AND MATERIAL SHALL CONFORM TO THE FLAME SPREAD AND SMOKE DEVELOPMENT REQUIREMENTS OF SECTION R302.9R703.1 GENERAL: EXTERIOR WALL SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4R303.1.1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED IN SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY.R703.1.2 WIND RESISTANCE. WALL COVERINGS, BACKING MATERIALS AND THEIR ATTACHMENT SHALL BE CAPABLE OF RESISTING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AND R301.2(3).R703.2 WATER-RESISTIVE BARRIER. APPROVED WATER-RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH UPPER LAPPED OVER THE LOWER NOT LESS THAN 2" INCHES. WHERE JOINT OCCUR, LAPPED NOT LESS THAN 6".R703.3 NOMINAL THICKNESS AND ATTACHMENTS. THE MINIMUM THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH TABLE R703.3(1) AND THE WALL COVERING MATERIAL MANUFACTURER'S INSTALLATION REQUIREMENTS.R703.4 FLASHING. APPROVED CORROSION-RESIANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.1. EXTERIOR WINDOWS AND DOORS OPENINGS. (SEE MANUFACTURE OF PRODUCT FOR INSTALLATION DETAILS)2. AT INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS.3. UNDER AND AT ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION6. AT WALL AND ROOF INTERSECTIONCHAPTER 8 (ROOF-CEILING)CHAPTER 9 (ROOF ASSEMBLIES)SECTION 903R903.1 GENERAL. ROOF DECKS SHALL BE COVERED WITH THE APPROVED ROOF COVERING SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISION OF THIS CHAPTER. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURE'S INSTRUCTIONS.R903.2 FLASHING. FLASHING SHALL BE INSTALLED IN MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPING, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE.R903.2.1 LOCATION. FLASHING SHALL BE I INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF OR DIRECTION AND AROUND ROOF OPENINGS.SECTION 905R905.1 ROOF COVERING APPLICATION. ROOF COVERING SHALL BE APPLIED IN ACCORDANCE WITH THE WITH THE APPLICABLE PROVISIONS OF THIS SECTION AND THE MANUFACTURE'S INSTALLATION INSTRUCTIONS.R905.1.1 UNDERLAYMENT. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY, AND CONCRETE TILE, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND METAL ROOF PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS LISTED IN THIS CHAPTER. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WITH ASTM D 226, D 1970, D 4869 AND D 6757SHALL BEAR A LABEL INDICATING COMPLIANCE. UNDERLAYMENT SHALL BE ATTACHED IN ACCORDANCE WITH TABLE R905.1.1(3)R905.1.2 ICE BARRIERS. IF AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG EAVES CAUSING BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED. THE ICE BARRIER SHALL CONSIST OF TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND NOT LESS THAN 24" INSIDE THE EXTERIOR WALL. ON ROOFS OVER 8/12, THE ICE BARRIER SHALL BE APPLIED NOT LESS THAN 36".R905.2 ASPHALT SHINGLES, THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION AND MANUFACTURE'S INSTALLATION.R905.2.2 SLOPE. ASPHALT SHINGLES SHALL BE USED ON ROOF SLOPES OF 2/12 OR GREATER. FOR SLOPES FROM 2/12 UP TO 4/12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905.1.1R905.2.8 FLASHING. FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTIONCHAPTER 10-43REFER TO THE CHAPTERS IN THE IRC 2015 FOR THE DESIGN AND REQUIREMENTS OF THESE ITEMS.CHAPTER 10 CHIMNEYS AND FIREPLACECHAPTER 11 ENERGY EFFICIENCYCHAPTER 12&13 MECHANICAL & GENERAL MECHANICAL SYSTEMS REQUIREMENTSCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCESCHAPTER 15 EXHAUST SYSTEMSCHAPTER 16 DUCT SYSTEMSCHAPTER 17 COMBUSTION AIRCHAPTER 18 CHIMNEYS AND VENTSCHAPTER 19-22 SPECIAL APPLIANCE, WATER HEATERS, HYDRONIC PIPING AND SPECIAL PIPINGCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMSCHAPTER 24 FUEL GASCHAPTER 25-33 PLUMBING RELATED ITEMSCHAPTER 35-43 ELECTRICAL RELATED ITEMSGENERAL NOTES:PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.0Cover PagePDS 3301Classic BuildersSH Hamilton - Porch - Std. CGarage RightFull FoundationDRAWING LISTA.0 Cover PageA.1 ElevationsA.2 ElevationsA.3 Foundation PlanA.4 Main Floor PlanA.4A Flr. Plan OptionsA.5 Building Sec.A.7 DetailsA.8 Wall BracingE.1 ElectricalF.1 Floor Covering Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"5 / 12WINDOW HDR. HGT.7' - 0"1281288' - 1 1/8"METAL FASCIA4" VINYL GABLEFREIZE BOARD4" VINYL ON CORNERS - ALL ELEVATIONSVINYL SIDINGSTONE CAP4" VINYL TRIM- GARAGE DOORSTONE VENEER4" VINYL TRIM AROUND WINDOWS- ALL ELEVATIONSTOP OF STONETOP OF FOUNDATION3' - 2"12812814' - 1 1/8"PLATE HGT.DMain Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"8' - 0"1' - 2 1/8"8' - 1 1/8"Basement Plan-8' - 10 1/8"5 / 12WINDOW HDR. HGT.7' - 0"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 1/4" = 1'-0"A.1ElevationsPDS 3301Classic BuildersSH Hamilton - Porch - Std. CGarage RightFull FoundationScale: 1/4" = 1'-0"1FRONT ELEVATIONScale: 1/4" = 1'-0"2REAR ELEVATIONESTIMATED AREA - WALL CLADDINGMATERIAL TYPEMATERIALSFMATERIAL%MATERIALELEVATIONSiding - 8" 2048 SF 98.3%Stone Veneer 35 SF 1.7%Siding - 8" 252 SF 89.9% FrontStone 28 SF 10.1% Front- SQUARE FOOTAGE OF CLADDING/SIDING IS TAKEN FROM THE EXPOSED SURFACE OF THE WALL. 1. THE AREA INCLUDES SURFACES BELOW DECORATIVE TRIM BOARDS. 2. THE AREA EXCLUDES WINDOW AND DOOR OPENINGS. Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"1258 / 128' - 1 1/8"1' - 2 1/8"8' - 0"7' - 0"WINDOW HDR. HGT.1258 / 12Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"Basement Plan-8' - 10 1/8"1251258 / 125 / 128 / 12A5 / 12B8 / 12A4' - 0"8' - 0"18' - 4"12' - 0"5' - 0"8 / 12 8 / 126' - 0"CCROOF PLAN LEGENDSYMBOL WALL HGT. PITCH OVERHANG HEEL HGT.ALL RAKE OVERHANGS ARE 12" UNLESS NOTED14'-1 1/8" 1'-4" 7"CA 8'-1 1/8" 5/12 1'-4" 7"B 8'-1 1/8" 8/12 1'-4" 11"8/12PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.2ElevationsPDS 3301Classic BuildersSH Hamilton - Porch - Std. CGarage RightFull FoundationScale: 3/16" = 1'-0"1LEFT ELEVATIONScale: 3/16" = 1'-0"2RIGHT ELEVATIONScale: 3/16" = 1'-0"3ROOF PLANESTIMATED ROOF SF2567 SF- SQUARE FOOTAGE OF ROOF IS TAKEN FROM THE EXPOSED SURFACE OF THE ROOF. 1. THE AREA EXCLUDES SHEATHED SURFACES BELOW VALLEY. 2. NO WASTE FACTOR HAS BEEN INCLUDED UP 14 RFURNWHCOSDCOCOUP 14 RS.P.FD11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/CUNEXCAVATEDUNEXC.18' - 4"22' - 0"0"8' - 8"13' - 4"21' - 4"2X6 BEARING WALLWALL FRAMINGABOVEWALL FRAMINGABOVEEEACE11' - 10"3 1/2"6' - 11 3/4"3 1/2"17' - 7 1/4"3 1/2"3' - 0 1/2"E2X10 SYP #2 TRD DECKJOISTS @ 16" 0/CA2' - 10"16' - 4"2' - 10"1A.516' - 5 1/4"11' - 2 1/4"5 1/2"5' - 0"3 1/2"12' - 7 1/2"0"22' - 0"28' - 8"6' - 2"3 1/2"3' - 10"5 1/2"17' - 11"6' - 2"3 1/2"3' - 10"5 1/2"17' - 11"BTHRM.7'-9 1/2"TILE FLR11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C11 7/8" LP 20 PLUSI-JOISTS @ 16" 0/C4' - 8"4' - 0"11' - 10"3 1/2"2' - 1"3 1/2"25' - 10"BDRM. 47'-9 1/2" CLGCARPETFAMILY RM.7'-9 1/2" CLGCARPETBSTORAGE7'-9 1/2" CLGCONC.CANTILEVER ABOVE(2) 9 1/2'' DROPPED LVLC33' - 8"6' - 8"9' - 6"9' - 6"14' - 2"4' - 2"2A.5TO NOSING(2) 11 7/8'' FLUSH LVL(1) 11 7/8'' FLUSH LVL3A.5D123' - 0"2'-8" x 5'-0"TUB SHOWER40' - 4"D165' - 0"D102' - 6"19' - 1 1/4"3 1/2"10' - 11 3/4"9' - 11 1/2"(3) 2X10 DF #2(1) 11 7/8" LVL FLUSHB.P.B.P.18'' DIA. CONC. FOOTING TO BELOW FROSTBasement EgressDROP CONCRETE FOR GARAGE DOOROPTIONAL WET BAR BAR FRIDGESINK W/ STEM GLASS HOLDER ABOVE4' - 8"46' - 0"50' - 8"CLOSETFLUSH HDR.D123' - 0"HDR.3-6 VANITY(1) 11 7/8" LVL FLUSHC(2) 2X10 SYP. #2 TRD.6' - 9 1/2"5' - 10"Basement EgressC40' - 4"1' - 6"10' - 6"12' - 0"1' - 6"9' - 0"1' - 6"12' - 0"50' - 8"9' - 0"3 1/2"8' - 7 1/2"OPTIONALOPTIONALOPTIONAL2-6 x 6-82-6 x 6-85-0 x 6-8BifoldCLOSETF1WALL FRAMINGABOVEDD8"8' - 0"8"4' - 0"4' - 0"1 1/2"8"4' - 0"7' - 9 1/2"BELOW FROSTVERIFY CONCRETE WALLHEIGHT IN FIELD PER SITEEGHBELOW FROST8"8' - 0"FGARAGE SLABTOP OF FOUND.1' - 4"1' - 4"1' - 4"BELOW FROSTTOP OF FOUND.DROP CONCRETE WALLFOR GARAGE DOORABGARAGE SLABC1' - 4"1' - 4"1' - 4"8"4' - 0"DFLASHING BEHIND CONCRETESTOOP CAP - SEE PLAN FOR LEDGE SIZE. 740 SFBasement-OptionalFinished726 SFBasement-UnfinishedPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.3Foundation PlanPDS 3301Classic BuildersSH Hamilton - Porch - Std. CGarage RightFull FoundationScale: 1/4" = 1'-0"3Basement PlanWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2 SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660 F 3' - 0" 5' - 0" 7' - 0" PictureC 2 Basement Egress 4' - 0" 4' - 0" 7' - 0" Meets Egress-SuppliedFrom Concrete CompanyD 1 2424-2 F 4' - 0" 2' - 0" 5' - 4" FixedScale: 3/8" = 1'-0"1FOUNDATION SECTIONSDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHT77 1 Solid Panel Door Elevation TS3000D1 1 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad -Verify ROD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 4 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD26 2 2-4 x 6-8 4' - 9" 7' - 0 1/2" Pocket Door - Verify ROD32 2 5-0 x 6-8 Bifold 5' - 2" 6' - 10" 4-Panel BifoldCONCRETE SCHEDULE (4" CONCRETE)LOCATIONSQUAREFEETAREACUBICYARDSFloor: Basement Slab 1357 SF 16.8 CYFloor: Garage Slab 456 SF 5.6 CYFloor: Front Porch 106 SF 1.3 CYAREA SCHEDULENAME SQ FTBasement-Optional Finished 740 SFMain Floor 1470 SF2211 SFBasement-Unfinished 726 SFGarage 467 SFPorch 106 SF1299 SFGrand total: 5 3510 SFGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDFOOTING SCHEDULEMARK DIMENSIONS REINFORCEMENT NOTESF1 36" x 36" x 12" #4's @ 7" O.C. E/W (5) min. DN 14 RREF.DN. APROX. 3 R42" VAN.DWDW5-6 VAN.COSDSDCOSDDN 14 R22" x 30"SHUTTLE OPENINGFAMILY RM.VAULTED CLG.CARPETMSTR. BDRM.STEP CLG.CARPETBTHRM.8'-1 1/8"TILE FLRLNDRY.8'-1 1/8"TILE FLRENTRY8'-1 1/8"TILE FLR.3' - 9 1/2"9' - 5"8' - 10"3 1/2"3' - 7"3 1/2"8' - 11 1/2"11' - 1 1/2"3 1/2"2' - 1"3 1/2"4' - 8 1/2"3 1/2"11' - 1 1/2"5 1/2"9' - 11 1/2"GARAGE4" CONCRETE SLAB SLOPING TOWARDS DOORSD102' - 6"3' - 0"D1ROOF TRUSSES@ 24" O/C16' - 0"D4D262' - 4"D112' - 8"1A.5A(2) 14" LVL HDR2' - 4 1/2"19' - 0"DIRECT VENT F.P.(TYP.)2' - 4"D82' - 0"CLO.18' - 1"3 1/2"3' - 10"3 1/2"6' - 1 1/2"22' - 0 1/2"28' - 7 1/2"1' - 0"14' - 0"4' - 4"22' - 0"OPEN RAILING11' - 0"11' - 0"2A.5TO NOSING3A.5VAULTVAULT14' - 1"5 1/2"4' - 0"3 1/2"3' - 0 1/2"5 1/2"5' - 10"5 1/2"D92' - 4"7 1/2"ROOF TRUSSES@ 24" O/CB17' - 10"5' - 4"17' - 2"6' - 2"6' - 2"6"14' - 1"5 1/2"7' - 4"5 1/2"5' - 10"5 1/2"(2) 2X10 DF #23660 F3660-2 SHW.I.C.8'-1 1/8"CARPET22' - 0 1/2"2X6 WALL4-0 X 3-0SHOWERD262' - 4"2X6 WALLD22' - 8"LOCKERS2' - 2"2' - 2"2-8 X 5-0TUB/ SHOWERABKFST RM.VAULTED CLG.HWLKITCHENVAULTED CLG.HWLBDRM. 38'-1 1/8" CLG.CARPETBDRM. 28'-1 1/8" CLG.CARPETBTHRM.8'-1 1/8"TILE FLRCLOSETCLOSET10' - 10"3 1/2"5' - 0"3 1/2"10' - 9"3 1/2"18' - 4 1/2"11' - 1 1/2"3 1/2"2' - 7"5' - 4 1/2"5' - 4 1/2"7' - 0"7' - 0"D102' - 6"D102' - 6"D92' - 4"D325' - 0"ADECKROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CD325' - 0"18' - 4 1/2"3 1/2"6' - 5 1/2"3 1/2"4' - 0"3 1/2"5' - 0"3 1/2"6' - 10"(1) 3 1/2" X 11 7/8" LSL / 2JS1' - 0"6"1' - 0"D36' - 0"4' - 0"4' - 10"A.41(3) 2x10 DROPPED BEAMTOP OF BEAM AT 8'-1 1/8"24' PANTRYSTOVEEND PANEL4' - 10"45' - 10"1' - 0"6' - 0"9' - 11"1' - 11"FLUSH COUNTER3660-2 SH3660-2 SH12'-0'' X 12'-0''3' - 2 1/2"3 1/2"7' - 4"COVERED PORCH4' - 0"7' - 0"4' - 0"STEPS40' - 4"5' - 9"10' - 4 1/2"9' - 9 1/2"3 1/2"8' - 5"5 1/2"3660 FB2X4 WALLABEFCMAIN FLOOR OPTIONSA - COVERED DECKB - 4 SEASONS BEHIND FAMILY RM. C - 4 SEASONS BEHIND BREAKFAST RM. E - 9' CEILING WITH TRAY IN FAMILY RM.F - TILE SHOWERD - 2' DINING RM. ADDITIONDGG - STONE FIREPLACE(1) 3 1/2" X 11 7/8" LSL / 2JS(1) 3 1/2" X 11 7/8" LSL / 2JSVAULT RIDGE 3:12(3) 2x10 DROPPED BEAMTOP OF BEAM AT 8'-1 1/8"8'-1 1/8"8'-9 1/8"+ 8"18'' LIN. CAB.*VERIFY FINAL DESIGN WITH BUILDER*VERIFY FINAL DESIGN WITH BUILDER4' - 0 1/2"3 1/2"12' - 10"1' - 11"2' - 1 1/2"3' - 0 1/2"3' - 0 1/2"51' - 8"51' - 8"40' - 4"2X6 WALL1470 SFMain Floor467 SFGarage106 SFPorchFTG. BELOW FROST LINECONCRETE1 1/2" CANT.MAIN FLOOR PLATE HEIGHTROOF TRUSS2" CANTILEVER2X4 WALL W/ COMPOSITE WRAP8X8X16 CMU BASE WRAPPED IN STONEPORCH BEAM(REFER TO PLAN FOR SIZE) MAIN FLR. DECKFLOOR DEPTH2X4 PORCH CEILING FRAMING.HOLD FLUSH WITH SOFFIT RETURNVERIFY HGT. IN FIELD3' - 2" TOP OF CAPSTONE VENEERSTONE CAP1' - 4"TOP OF FOUNDATIONMIN 8"2X4 TRD PLATEW/ ANCHOR BOLTS#4 HOOKED REBAR(2) #4 CONT.#4 IN EACH CELLGROUT SOID#4 IN EACH CELLGROUT SOID(4) 1/2" DIA. HILTI KWIKHUS-EZ SCREWACHOR W/ 4 1/2" EMBED, TYP.SECTION A-AA-APLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.4Main Floor PlanPDS 3301Classic BuildersSH Hamilton - Porch - Std. CGarage RightFull FoundationScale: 1/4" = 1'-0"5Main Floor PlanWINDOW SCHEDULEWINDOWIDQTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTESROUGHWIDTHROUGHHEIGHTA 3 3660-2 SH 6' - 0" 5' - 0" 7' - 0" Meets EgressB 2 3660 F 3' - 0" 5' - 0" 7' - 0" PictureC 2 Basement Egress 4' - 0" 4' - 0" 7' - 0" Meets Egress-SuppliedFrom Concrete CompanyD 1 2424-2 F 4' - 0" 2' - 0" 5' - 4" FixedDOOR SCHEDULEDOOR ID QTY. DOOR SIZEROUGH OPENINGSSPECIAL NOTESWIDTH HEIGHT77 1 Solid Panel Door Elevation TS3000D1 1 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad -Verify ROD2 1 2-8 x 6-8 Steel F 2' - 10 1/2" 6' - 11 1/4" 20 Min Fire RatedD3 1 6-0 x 6-10 6' - 0" 6' - 11" 2-Panel SliderD4 1 16-0 x 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage DoorD8 1 2-0 x 6-8 2' - 2" 6' - 10 1/2"D9 2 2-4 x 6-8 2' - 6" 6' - 10 1/2"D10 4 2-6 x 6-8 2' - 8" 6' - 10 1/2"D11 1 2-8 x 6-8 2' - 10" 6' - 10 1/2"D12 2 3-0 x 6-8 3' - 2" 6' - 10 1/2"D16 1 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double DoorD26 2 2-4 x 6-8 4' - 9" 7' - 0 1/2" Pocket Door - Verify ROD32 2 5-0 x 6-8 Bifold 5' - 2" 6' - 10" 4-Panel BifoldAREA SCHEDULENAME SQ FTBasement-Optional Finished 740 SFMain Floor 1470 SF2211 SFBasement-Unfinished 726 SFGarage 467 SFPorch 106 SF1299 SFGrand total: 5 3510 SFGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDScale: 1/2" = 1'-0"1PORCH COLUMN DETAIL 2 PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/2" = 1'-0"A.4AFlr. Plan OptionsPDS 3301Classic BuildersSH Hamilton - Porch - Std. CGarage RightFull FoundationScale: 1/2" = 1'-0"1Z - OPTIONAL PANTRY OPTION AScale: 1/2" = 1'-0"2Z - OPTIONAL PANTRY OPTION B 8' - 1 1/8"1' - 0 5/8"7' - 9 1/2"8"9' - 3 1/2"10' - 11 3/4"TO NOSING11' - 1 1/2"3 1/2"2' - 1"3 1/2"5' - 9"10' - 4 1/2"5 1/2"9' - 11 1/2"TO NOSING7 9/16" RISERUN.10"1" NOSING19' - 1 1/4"3 1/2"20' - 11 1/4"MIN. HEAD HGT.6' - 8"Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"18' - 4 1/2"23' - 5 1/2"8' - 10"42' - 0"8' - 8"125123HEEL7"Main Floor0' - 0"Main Floor Plate Hgt.8' - 1 1/8"Top of Foundation Wall-1' - 2 1/8"Top of Footing-9' - 2 1/8"Basement Plan-8' - 10 1/8"8' - 1 1/8"1' - 2 1/8"8' - 0"2' - 4"8' - 11"2' - 10"1258"8' - 1 1/8"7' - 3 1/4"WINDOW HDR. HGT.HEEL7"1/2" OSB W/ 30# ROOFING PAPER & ASPHALT SHINGLESSOFFIT FRAMING MATERIAL AS REQ.2X6 SUB FASCIALAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-20 INSULATIONMOISTURE BARRIER ALL EXT. WALLSTRUSS ROOF BYMANUF. @ 24" O.C.1/2" GYP. BOARD2X6 BOTTOM PLATEPROVIDE ADEQUATE WATERPROOFING4" CONC. FLOOR SLAB3/4" T&G SUB FLOOR (GLUED AND NAILED)(2) 2X6 TOP PLATES5/8" GYP. BOARDFLOOR SYSTEM PER MANUF.8' - 1 1/8"4" DRAIN TILE IN PEA GRAVEL BED RUN TO PUMPR-21 INSULATION AT EXTERIOR WALLSGUTTER APRONGUTTER PER MANF.GRADEMIN.0' - 6"TYPICAL 16" X 8" CONC. FTG.W/ 2 #4 HORZ. RODS CONTINUOUSSPLICING AS NECESSARY ONUNDISTURBED SOIL OR EQUAL2X6 TREATED SILL PLATE W/ SEALERAND 1/2" ANCHOR BOLTS @ 72" O.C. MAX.EMBEDDED 7". USE 2 BOLTS PER SILL PLATEW/ BOLTS PLACED AT 12" FROM EACH END OFSILL PIECE. FOUNDATION ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENTANCHORAGE TO 1/2" DIA. ANCHOR BOLTS MAY BE USED.8" POURED CONCRETE FOUNDATION WALLVERTICAL STEEL (GRADE 60) : #6 @ 36" O.C. (OR #4 @ 16") ON 8'-0" #6 @ 32" O.C (OR #4 @ 15") ON 9'-0" & #6 @ 22" (OR #4 @ 10") ON 10'-0" TALL WALLSREFER TO IRC 2015 TABLE R404.1.2(3) AND TABLE R404.1.2(9).HORIZ. STEEL: #4 @ 1'-6", 4'-4", AND 7'-0" OFF FOOTING, (SPLICING AS NECESSARY, MIN 12" OVERLAP). 9'-0" & 10'-0": (4) #4 BARS SPACED EQUALLY W/ TOP BAR WITHIN 12" FROM TOP OF WALL8' - 0"R-49 INSULATIONPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261As indicatedA.5Building Sec.PDS 3301Classic BuildersSH Hamilton - Porch - Std. CGarage RightFull FoundationScale: 3/8" = 1'-0"1STAIR SECTIONScale: 1/4" = 1'-0"2FAMILY ROOMScale: 1/4" = 1'-0"3MASTER BEDROOMScale: 1/2" = 1'-0"4TYPICAL WALL SECTION - RANCH 2' - 6"22" X 30" MINIMUM CLEARANCE REFER TO IRC 807.1MINIMUM CLEARANCE IS MEASURED FROM THE TOP OF THE BOTTOM CHORD TO BOTTOM OF THE TOP CHORD1' - 10 1/2"1' - 0"MINIMUM.BETWEEN TRUSSESROOF TRUSS PER MANUFACTUREGYPSUM BOARDINSULATION1/2" OSB1/2" GYPSUM BOARD2X4 FRAMINGSIDE VIEW END VIEWEXTERIOR SHEATHINGWATER-RESISTIVE BARRIER-PLACE OVER FLASHING SELF-ADHERED BITUMINOUS MEMBRANE- MIN. 6" ABOVE LEDGER BOARD TO TOP OF FOUNDATION WALL.CONTINUOUS FLASHING ON TOP OF LEDGER BOARD/JOISTAT LEAST 3" PAST HANGER2X LEDGER BOARD-MIN. SAME SIZE AS DECK JOIST AND NO GREATER THAN BAND JOISTJOIST HANGER1/2" DIA. LAG SCREW WITH WASHER OR THROUGH BOLTS WITH WASHER, PLACED A MIN. OF 2" FROM TOP AND BOTTOM EDGES. DESIGN OF SPACING IS BY OTHERS.DECK JOISTFOUNDATION WALLEXTERIOR SIDINGBAND JOIST.- MIN. 1 1/8" THICKFLOOR JOIST-SEE PLANTABLE R507.2DECK LEDGER CONNECTION TO BAND JOIST/SIMPSON STRONG TIE SDWS SCREWSLOADING: DECK LIVE LOAD 40 PSF/ DECK DEAD LOAD 10 PSF1/2" LAG SCREWSSIMPSON SDS22400DBSIMPSON SDS22400DBCONNECTION DETAILMAXIMUM DECK JOIST SPANUP TO 6'-0" UP TO 8'-0" UP TO 10'-0" UP TO 12'-0" UP TO 14'-0" UP TO 16'-0" UP TO 18'-0MAXIMUM ON CENTER SPACING OF FASTENERS (STAGGER IN 2 ROWS)LEDGER BOARD SIZE2X SYP1 1/8 OSB RIM/1 1/4" LSL RIM2X SYP30 23 18 15 11 1016 12 1076 522 16 13 11981387MIN EDGE DISTANCEMIN END DISTANCE1 7/16"6"1 7/16"6"2" 2"TOP PLATESBORED HOLE MAX. DIAMETER 40 PERCENT OF STUD DEPTH ON EXTERIOR WALLS AND INTERIOR BEARING WALLS.(60 PERCENT ON INTERIOR NON BEARING WALLS)5/8 INCH MINIMUM TO EDGESTUDNOTCH MUST NOT EXCEED 25 PERCENT OF STUD LENGTH ON EXTERIOR WALLSAND INTERIOR BEARING WALLS. (40 PERCENT OF STUD DEPTH ON INTERIOR NON BEARING WALLS)BORED HOLES SHALL NOT BE LOCATEDIN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD. (ALL WALLS)IF HOLE IS BETWEEN 40 PERCENT AND 60 PERCENTOF STUD DEPTH, THAN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLE AND SO BORED. (EXTERIOR WALLS AND INTERIOR LOAD BEARING ONLY)5/8 INCH MINIMUM TO EDGEFIGURE R602.6(1) AND R602.6(2) IRC 2015FIGURE R602.6.116 GAGE AND 1.5 INCH WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE NOTCH WITH 8-16D NAILS EACH SIDE. EXTERIOR OR INTERIOR BEARING WALLS ONLY. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING.PIPE OR DUCTWORKNOTCH GREATER THAN 50PERCENT OF THE PLATE WIDTH1' - 0"OR LESSDRIP EDGECONTINUOUS 2X6 MATERIALWITH SOLID BLOCKING @ 24" O.C.SOFFIT MATERIAL5/4" X2" SIDING TRIM ORSEE ELEVATION5/4"X8" RAKE BOARDEXTERIOR LAP SIDINGEXTERIOR SHEATHINGGABLE END TRUSSROOF SHEATHINGGABLE END BRACING(DESIGNED BY OTHERS)2X BLOCKINGROOF TRUSS2' - 0"MAX.INTERIOR FRAMING PARTITION2X4 FLAT BLOCKINGINSULATION2X4/2X6 EXTERIORWALL FRAMINGDOUBLE 2X4/2X6TOP PLATESINGLE 2X4/2X6 BOTTOM PLATE2X4 FLAT BLOCKING2X4/2X6 EXTERIOR WALL2X6 WALL STUDS@ 16" O/C2X6 END WALL STUD2X4 BACKER BOARD FOR SIDING CORNER BOARD2X6 DRYWALL BACKING STUDINTERIOREXTERIOR2X62X62X62X4SIDING CORNERBORDCORNERBOARD NAILEREXTERIOR SHEATHING2'-0" MIN.OPERABLE WINDOWOPERABLE WINDOWTOP OFFINISHED FLOOR(EXAMPLE: TILE, HARDWOOD, CARPET, ETC.)LOWEST POINT OF CLEAR WINDOW OPENINGGRADER312.2 APPLIES TO WINDOWGREATER THAN 6'-0"LESS THAN 6'-0"EXCEPTION:IF WINDOW WELL EXIST BELOW WINDOW, HEIGHT IS TAKEN FROM BOTTOM OF WINDOW WELLR312.2.1 WINDOW SILLSIn dwelling units, where the top of sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operablewindow shall comply with on of the following:1. Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position.2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 20903. Operable windows that are provided with opening control devices that comply with Section R312.2.2R312.2.2 Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of thewindow unit to less than the area required by Section R310.2.1NO MINIMUM REQUIREMENTSSECTION 310 -IRC 2015EGRESS WINDOW REQUIREMENT44" MAXIMUM SILL HEIGHTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(2)2X6 TOP PLATES 1/2" GYP BOARDROUGH OPENINGWINDOW FRAMEWINDOW FRAMEROUGH OPENINGWINDOW HEADJAMBWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION AND FLASHING(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CJAMBEXTERIOR TRIM PER ELEVATIONSWINDOW DETAILSWILL VARY WITHMANUFACTURERINTERIOR TRIMINTERIOR TRIMTYPICAL HDR:1-KS (KING STUD)1-JS (JACK STUD)SEE FLOOR PLAN FOR CHANGESKJKJSEE WINDOW SCHEDULET.O. ROUGH OPENINGWINDOW HDR. HGTTRUSS HEEL5/8" CLG. GYP BOARDCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGCAULKING/SEALANT WITH BACKER RODFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGFLOOR SYSTEM(2)2X6 TOP PLATES 1/2" GYP BOARD1/2" EXT. SHEATHING5/8" CLG. GYP BOARD3/4" SUB FLOORWINDOW FRAMEROUGH OPENINGWINDOW HEADWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CREFER TO PLANRIM BOARD(1)2X6 SILL PLATEBATT INSULATIONBATT INSULATIONEXTERIOR TRIM PER ELEVATIONSSIDING MATERIAL-SEE BUILDERINTERIOR TRIMINTERIOR TRIMT.O. ROUGH OPENINGWINDOW HDR. HGTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(1)2X6 SILL PLATE PAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHINGCAULKING/SEALANT WITH BACKER RODCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE SILLDRAIN AWAY FROM WINDOWRAINSCREEN MAT(RECOMMENDED)**SEE STONE MANUFACTURE FOR INSTALL DETAILSFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIEROVER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE VENEER CAPRAINSCREEN MAT(RECOMMENDED)DRIP CAPSTONE VENEERBEAM- SEE PLAN6X6 POSTMIN.2 1/2"(2) 1/2" DIAMETERTHROUGH BOLTS WITH WASHERSAPPROVED POST CAPNOTCH BEAM SUPPORT METHOD FOR 2-PLY MEMBERSALTERNATE SUPPORT METHOD FOR 3-PLY MEMBERSAPPROVED POST BASECONCRETE FOOTINGHURRICANE TIEDECK BOARDSINVERTED FLANGE HANGERDECK BEAMDECK JOIST6X6 POST CONTINUOUS TO ROOF BEAMALTERNATE SUPPORT CONNECTION FOR COVERED DECKSLOPE AWAY FROM POST AT 1/12SEE PLANMIN. 42" BELOW GRADE1/2" OSB/GYP BOARD BEHIND ALL EXTERIOR TUBFROM FLOOR TO UNDERSIDE OFTUB SURROUND FOR BLOWN INSULATION.DRYWALL ONLY ABOVE TUB UNIT. TUB / SHOWER UNIT PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.7DetailsPDS 3301Classic BuildersSH Hamilton - Porch - Std. CGarage RightFull FoundationScale: 3/8" = 1'-0"4ATTIC ACCESS OPENING1Scale: 1" = 1'-0"2DECK LEDGER CONNECTION2Scale: 3/8" = 1'-0"7NOTCHING AND BORING HOLELIMITATIONS1Scale: 3/4" = 1'-0"10RAKE OVERHANG-WOOD1Scale: 3/4" = 1'-0"6EXTERIOR WALL LADDERScale: 3/4" = 1'-0"1TYPICAL EXTERIORWALL CORNERSScale: 3/8" = 1'-0"52015 IRC R612 WINDOW FALLPROTECTIONScale: 1" = 1'-0"13TYPICAL EXTERIOR HEADERScale: 3/4" = 1'-0"3DECK-POST CONNECTION1Scale: 1/2" = 1'-0"9Bath Tub-OSB Insulation1 --FASTENER SCHEDULE FOR INTERIOR BRACED WALL LINES (BWL) - NOTED ON PLANMETHOD GB - BOTH SIDES GYP - 7" EDGES (INCLUDING TOP & BOTTOM PLATES) & 7" FIELDMETHOD WSP - 1 SIDE OSB/PLYWOOD - 6" EDGES & 12" FIELD, 1 SIDE GYPEXTERIOREXTERIORINTERIORINTERIORCS-PF1CS-WSPCS-PF1CS-PF2CS-WSPCS-PF2SINGLE PORTALDOUBLE PORTALSINGLE PORTALDOUBLE PORTAL--NOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANPFH1PFH2PFH1SINGLE PORTALDOUBLE PORTALNOTED ON PLANNOTED ON PLANNOTED ON PLANMIN 7/16" OSB SHEATHING-SEE APA DETAILS2X4 GARAGE DOOR TRACK BLOCKING2x6 JAMBWOOD OR ALUMINUM WRAPFINISH-SEE BUILDERMIN. (2) 2X JACK STUDSROUGH OPENING- SEE DOOR SCHEDULEPER BRACING METHODSEE MIN WIDTH FORMIN LENGTH FOR CONTINUOUS SHEATHING - PORTFAL FRAME (CS-PF)PER TABLE R602.10.5(HEIGHT TAKEN FROM TOP OF FOUNDATION WALL TO TOP PLATES OF GARAGE WALL)8'-0" WALL = 16"9'-0" WALL = 18"10'-0" WALL = 20"11'-0" WALL = 22"12'-0" WALL = 24"MIN. 2'-0" OSB RETURN ON THE CORNER OR HOLD DOWN. SEE DETAIL 1/FIGURE 602.10.7 (2) 1/2" CONCRETE ANCHOR BOLTS MIN 7" EMBEDMENT W/ 2"X2"X3/16" WASHERMIN. 1/2" GYP ON INTERIOR WALLSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.8Wall BracingPDS 3301Classic BuildersSH Hamilton - Porch - Std. CGarage RightFull FoundationScale: 1/4" = 1'-0"2BRACED WALL PANELCONNECTIONScale: 1/4" = 1'-0"1CS-END CONDITIONSScale: 1/4" = 1'-0"4BRACING METHOD CS-PFScale: 1/4" = 1'-0"3BRACING METHOD PFHScale: 1" = 1'-0"5GARAGE DOOR JAMB - BRACINGMETHOD CS-PFScale: 1/4" = 1'-0"6BRACING METHOD CS-WSP DN 14 RREF.DN. APROX. 3 RDWDWUP 14 RFURNWH42" VAN.188 SF194 SF168 SF40 SF56 SF62 SF32 SF108 SF66 SF139 SF133 SF29 SF40 SFHALLWAY 1FAMILY RM.MSTR. BDRM.BTHRM.W.I.C.ENTRYHALLWAY 2LNDRY.BKFST RM.KITCHENBDRM. 3BTHRM.BDRM. 245 SFOPTIONAL WET BAR145 SF36 SF409 SF19 SFSTAIR LANDINGFINISH AREA AT BOTTOM OF STAIRS.INCLUDED IN STANDARD PACKAGE.BDRM. 4BTHRM.STORAGESTORAGEFAMILY RM.OPTIONAL OPTIONAL OPTIONAL PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1100 ALICE'S ROAD. WAUKEE, IOWA 50263-1100PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261 3/16" = 1'-0"F.1Floor CoveringPDS 3301Classic BuildersSH Hamilton - Porch - Std. CGarage RightFull FoundationScale: 3/16" = 1'-0"1Main FloorScale: 3/16" = 1'-0"2Basement Plan