[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-663314-105":3,"detail-sidebar-cat-0-en-105":80,"doc-detail-663314-en":130},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":73,"head_meta":75,"extra_data":77,"updated_unix":79},105,"en","sample-room-addition-plan-information-only","SAMPLE ROOM ADDITION PLAN - Information Only","","Sample room addition plan prepared for the City of Ketchikan, providing reduced layout guidance for foundation, floor, and elevation views. The sheet lists structural framing elements, joist and rafter spans, roof and ground snow load criteria, and seismic and wind design parameters. It specifies typical lumber dimensions, connectors, rebar and concrete requirements, drainage and vapor barrier layers, and key electrical provisions such as GFCI/AFCI and smoke alarms for new sleeping areas. Notes indicate the plan is for information only and instructs submission of reviewed drawings.",{"@graph":14,"@context":72},[15,34,55],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/research-report/","Research & 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reference?","Question",{"text":62,"@type":63},"It references effective codes and ordinances including the 2006 International Residential Code, 2006 International Mechanical Code, 2006 Uniform Plumbing Code, 2008 National Electrical Code, and 2006 International Energy Conservation Code, along with City of Ketchikan local amendments.","Answer",{"name":65,"@type":60,"acceptedAnswer":66},"What snow load and slope criteria are included for the roof design?",{"text":67,"@type":63},"The plan identifies roof snow load as 40 PSF for conditions at 4:12 and greater, and also states 40 PSF @ 4:12 and steeper slopes in the notes.",{"name":69,"@type":60,"acceptedAnswer":70},"What electrical and life-safety requirements are called out?",{"text":71,"@type":63},"It specifies GFCI and AFCI protection per the 2008 National Electrical Code and notes that a smoke alarm system is required at the new bedroom 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(ALSO INCLUDE FRONT IF APPLICABLE) RECOMMENDED SCALE 1  \n(ALSO INCLUDE LEFT SIDE IF APPLICABLE) RECOMMENDED SCALE 1  \nRAFTER SPAN 􀀑 9'􀀑0\"  \n ~~ ~~ IDENTIFY SNOW LOAD 40 PSF (4:12 AND GREATER) ~~ ~~ 2x8 RIDGE  \n~~ ~~ 2x6 RAFTER @ 24\" O.C.  \nRIGHT SIDE ELEVATION  \n124  \n22\" x 30\" ACCESS  \n4x10 HEADER  \n1  \n| PC􀀑2  |\n| --- |\n| A􀀑15\u003Cbr>|\n\nFLOOR JOIST  \nBOTTOM PLATE ~~ ~~ RIM JOIST  \n~~ ~~ P.T. SILL  \n\\#4 REBAR @ 32\" O.C.  \n3 􀀑 \\#4 REBARS 3\"ABOVE GROUND  \n2% SLOPE  \n\\#4 LONGITUDINAL BARS @12\" O.C.  \nMIN. 6\"  \n6\"  \nCOMPACTED DRAINAGE  \n12\" MIN.  \nMATERIALS  \n5'􀀑0\"  \nSPECIFY ELECTRICAL SERVICE SIZE AND  \nLOCATION ON SITE PLAN  \nSITE PLAN RECOMMENDED SCALE 1  \n8\"=1'  \n4 \"=1'  \nEFFECTIVE CODES AND ORDINANCES:  \n2006 INTERNATIONAL RESIDENTIAL CODE  \n2006 INTERNATIONAL MECHANICAL CODE  \n2006 UNIFORM PLUMBING CODE  \n2008 NATIONAL ELECTRICAL CODE  \n2006 INTERNATIONAL ENERGY CONSERVATION CODE CITY OF KETCHIKAN LOCAL AMENDMENTS  \nRESOURCE: \"WOOD FRAME CONSTRUCTION MANUAL\"(FOR ONE􀀑AND􀀑TWO􀀑FAMILY DWELLINGS)*  \n*SECTION R301.2.1.1, 2006 IRC; DESIGN CRITERIA  \n4 \"=1'  \n8 \" T&G PLYWOOD SUBFLOOR  \n2\"x10\" ANCHOR BOLTS @ 4' O.C.  \n7\" MIN. EMBEDMENT  \nPOST/BEAM CONNECTOR (PC or CC)  \n4x4 POST  \nPOST CONNECTION (PB or CB)  \n3 􀀑 \\#4 REBARS 3\"ABOVE GROUND  \n2x6 BOTTOM PLATE  \n2x6 RIM JOIST  \n2x6 P.T. SILL  \n1  \n2 \" CDX W/ 8d @ 6\"/12\"  \nSIDING W/ WEATHER BARRIER  \nR􀀑21 INSULATION  \n2x6 @ 16\" O.C.  \n4x12 (DOUBLE 2x12)  \nDOUBLE 2x6 TOP PLATE  \nFACIA BOARD AND/OR GUTTER  \n2X BLOCKING 􀀑  \nEDGE NAIL PLYWOOD @ 6\" O.C.  \n2x8 CEILING JOIST @ 16\" O.C.  \n1x6 COLLAR TIES @ 4' O.C.  \n8 \" CDX PLYWOOD W/ 8d @ 6\" EDGE 12\" FIELD NAILING COMP. OVER 15/30 \\# FELT  \nCROSS SECTION A 􀀑􀀑 A  \nRECOMMENDED SCALE 3  \n8 \"=1'  \nCONVENTIONAL FRAME (2x6, 2x8 ...) OR  \nENGINEERED FLOOR SYSTEMS  \n(TJI, LPI ...)  \nCONVENTIONAL FRAME (2x6, 2x8 ...) OR ENGINEERED ROOF SYSTEMS (TRUSS, TJI ...)  \nDETAILS RECOMMENDED SCALE 12\"=1'  \nDETERMINED  \nBY LOAD  \nSPECIFY LUMBER SPECIES AND GRADES:  \n(DF \\#1, DF \\#2 ...) COMPRESSIVE STRENGTH OF CONCRETE:  \n(2000 PSI, 2500 PSI ...)  \nScope of work, dimensions and materials may differ from your project, \"THIS IS A SAMPLE ONLY\"  \nSPECIFY ALL HARDWARE TO BE USED FOR UPLIFT DESIGN.  \nCity of  \nKetchikan  \n\n| CITY OF KETCHIKAN |  |  |\n| --- | --- | --- |\n| SCALE: | APPROVED BY: | DRAWN BY: KAO |\n| DATE: 07 AUG 2012 |  | REVISED: |\n| SAMPLE ROOM ADDITION PLAN |  |  |\n|  |  | DRAWING NUMBER:\u003Cbr>1 OF 3 |\n\n| 2x6 @ 24\" O.C.\u003Cbr>OR\u003Cbr>TRUSSES, TJI\u003Cbr>2x8 RIDGE\u003Cbr>A A\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>TIE TO (E) DOUBLE TOP PLATES W/ STRAPS AT BOTH SIDES (SPECIFY CONNECTION TYPES)\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>ROOF FRAME PLAN RECOMMENDED SCALE 14 \"=1'\u003Cbr>IF APPLICABLE, SUBMIT TRUSS SHOP DRAWINGS TO THE CITY AND THE DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ROUGH'FRAME INSPECTION\u003Cbr>ROOF SNOW LOAD: 40 PSF @ 4:12 AND STEEPER SLOPES.\u003Cbr>NOTES:\u003Cbr>1. THIS PLAN IS REDUCED AND IS FOR INFORMATION ONLY  . USE 14 \" PER 1''0\" FOR FOUNDATION, FLOOR AND ELEVATION PLAN VIEWS. FOR PLOT PLANS USE 18 \" PER 1''0\" . FOR CROSS SECTION USE 38 \" PER 1''0\" . ALL DETAILS, USE 12\" PER 1''0\" (RECOMMENDED SCALES) .\u003Cbr>2.  MINIMUM PAPER SIZE 11\" x 17\"\u003Cbr>3. PROVIDE 2 SETS OF PLANS SIGNED BY THE PERSON WHO PREPARES THEM. INCLUDE NAME, ADDRESS AND PHONE NUMBER. | \u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>10''0\" 10''0\"\u003Cbr>FLUORESCENT LIGHT\u003Cbr>TIE TO (E) FOUNDATION W/ 2 ' \\#5 BARS 6\" INTO EXISTING W/ EPOXY 'BOTH SIDES\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>GFI\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>5''0\" 5''0\" 5''0\"\u003Cbr>20''0\"\u003Cbr>11''9\"\u003Cbr>LINEN\u003Cbr>BATH\u003Cbr>CLOSET\u003Cbr>LANDING\u003Cbr>5''0\"\u003Cbr>8''3\"\u003Cbr>4''5\"\u003Cbr>\u003Cbr>FOUNDATION PLAN RECOMMENDED SCALE 14 \"=1'\u003Cbr>\u003Cbr>FLOOR PLAN RECOMMENDED SCALE 14 \"=1'\u003Cbr>• ANCHOR BOLTS: 12\" x 10\" @ 4' O.C., EMBED 7\" MIN. 3 12\"MIN, 12' MAX FROM END OF MUDSILL PLATE\u003Cbr>• FOOTINGS: 2 ' \\#5 LONGITUDINAL REBAR CONTINUOUS OR\u003Cbr>3 ' \\#4 LONGITUDINAL REBAR CONTINUOUS.\u003Cbr>• FOUNDATION WALL: \\#4 VERTICAL W/ BEND @ 32\" O.C.\u003Cbr>\\#4 LONGITUDINAL @ 12\" O.C.\u003Cbr>• FROST DEPTH: 32\" WITHIN CITY\u003Cbr>• GROUND SNOW LOAD: 55 P.S. F.\u003Cb","cbCaiv31zwXhjpHq","https://ap.wps.com/l/cbCaiv31zwXhjpHq","pdf",205126,"English","# Roof Frame Plan\n# Foundation Plan\n# Floor Plan\n# Typical Wall and Roof Assemblies","[{\"question\":\"What jurisdiction and design codes does the sample plan reference?\",\"answer\":\"It references effective codes and ordinances including the 2006 International Residential Code, 2006 International Mechanical Code, 2006 Uniform Plumbing Code, 2008 National Electrical Code, and 2006 International Energy Conservation Code, along with City of Ketchikan local amendments.\"},{\"question\":\"What snow load and slope criteria are included for the roof design?\",\"answer\":\"The plan identifies roof snow load as 40 PSF for conditions at 4:12 and greater, and also states 40 PSF @ 4:12 and steeper slopes in the notes.\"},{\"question\":\"What electrical and life-safety requirements are called out?\",\"answer\":\"It specifies GFCI and AFCI protection per the 2008 National Electrical Code and notes that a smoke alarm system is required at the new bedroom area.\"}]","SAMPLE ROOM ADDITION PLAN - Information Only | PDF"]