HomeMy WebLinkAboutA3.1 SECTION, ROOF PLAN & DETAILS 05-05-2021KITCHENLIVING FIN FLR MAINPLATE AT LIVINGFIN FLR UPPERHEADER AT MAINRAFTERS PER PLAN9'-0"FOYERHALF-WALL RAILING121121122122BDRM 1 LOFTBATH 1 PWDR 1'-6"1'-6"FLOOR JOISTS PER PLAN 6'-11"HEADER AT UPPERPLATE AT BDRM 1FIN FLR MAINT.O.B. AT ENTRYFIN FLR UPPERHEADER AT UPPERPLATE AT FOYER9'-0"20'-11 1/2"T.O.B. AT EYEBROW17'-7"5A3.14A3.16A3.13A3.16A3.1ROOF:ROOFING PER ELEVATIONSOVER SNOW AND ICE SHIELD MEMBRANE ON ROOF SHEATHINGPER ENGINEERING ON RAFTERS PERENGINEERING W/ INSULATION PERLOCAL CODEWALL:SIDING PER ELEVATIONS OVERVAPOR BARRIER ON 1/2" WALLSHEATHING ON 2x6 STUDS @ 16" O.C.W/ B.I.B. INSULATIONFLOOR:FINISH FLOOR ON4" CONC SLAB W/ REIMFORCEMENT PER ENGINEERON MIN 2" RIGID INSULATION ONCOMPACTED GRANULAR FILL1:121:121:121:122:122:122:122:122:121'-6"1'-6"1'-6"1'-6"1'-6"5'-2"TRELLIS W/ STEEL ANGLE BRACESSTEEL ANGLE BRACES & BEAM AT ROOFMETAL FLUEMETAL FLUEA/C UNITW/ SCREENA/C UNITW/ SCREENA/C UNITW/ SCREENMETAL FLUE1:121:121:121:121:122x6 STUDS AT 16" OC OR BEAM PER PLANEDGE NAILING PER ENGINEERCONT 2x6 DBL TOP PLATEWALL SHEATHINGPER PLAN2x SHAPED SOLIDBLK'G W/ 10d TOENAILS AT 6" OC, U.N.O. PROVIDE 1 1/2" DIA HOLES FOR VENTING PER CODEROOF SHEATHING PER PLAN1A3.1TYP 2x RAFTER AT EXT. WALL1 1/2"=1'-0"TJI RAFTER PER PLANBEVEL PLATEH2.5T CLIPBACKER BLOCK2x BLK'G WALL SHEATHING PER PLANTIMBERSTRAND LEDGER2x6 STUDS AT 16" OCEDGE NAILINGROOF SHEATHING PER PLANTJI RAFTERS PER PLAN2A3.1TJI RAFTERS1"=1'-0"LEDGER CONN. PERP. TO WALLLSSU HANGER(1) 16d NAIL INTO BLK'G AND (3) INTO EA STUD 3A3.1EAVE DETAIL SLOPING DOWN3/4"=1'-0"1A3.1121EDGE NAILING PER ENGINEERCONT 2x DBL TOP PLATE STUDS OR BEAM PER PLANINSULATION WITH BAFFLE TO CODE1:12 PITCHSOFFIT PER ELEVS. PROVIDE CONTINUOUS SCREENED VENT PER CODEFLASHING 2x8 CEDAR TJI RAFTERS PER PLAN2x10 CEDAR BEVEL PLATE PER PLANS4A3.1EAVE DETAIL SLOPING UP 3/4"=1'-0"1:12 PITCH1A3.1EDGE NAILING PER ENGINEERCONT 2x DBL TOP PLATE STUDS OR BEAM PER PLANINSULATION WITH BAFFLE TO CODESOFFIT PER ELEVS. PROVIDE CONTINUOUS SCREENED VENT PER CODEFLASHING 2x8 CEDAR TJI RAFTERS PER PLAN2x10 CEDAR BEVEL PLATE 121PER PLANS5A3.1GABLE END DETAIL3/4"=1'-0"TJI RAFTERS PER PLAN2x6 STUDS AT 16" OCEDGE NAILING PER ENGINEERTJI OUTLOOKERS PER PLAN AT 24" OC, TYP ALL GABLE ENDS2x BLOCKINGWALL SHEATHING PER PLANFLASHING 2x8 CEDAR 2x10 CEDAR 2x6 DOUBLE TOP PLATES2'-0" MAX2' BACKSPAN MIN1 3/4" x 14" LVL STRUCTURAL FASCIA (S.F.) IUS FACE MOUNT HANGER W/ BACKER BLK'GSOFFIT PER ELEVS6A3.1EAVE AT 2x RAFTERS1" = 1'-0"4x RAFTERS PER PLANFULL HT 4 X BLK'G BETWEEN ALL RAFTERS W/ 16d TOENAILS AT 9" OCROOF SHT'G PER PLANBEAM PER PLANFLASHING 1222:12 PITCH2x6 BLK'G AT ROOF LEVELWALL SHEATHING PER PLAN2x12 LEDGER W/ (3) 1/4x4 1/2" SDS SCREWS OR EQUALSTUDS PER PLANSEDGE NAILING PER ENGINEERSIMPSON LRU210 HANGER AT EA RAFTER16d AT 6" OC TO BLK'G 2x8 CEDAR 2x10 CEDAR 5/8" 1-HR GYP BD SOFFITSECTION ASCALE: 1/4"=1'-0"Drawn ByChecked Bydesign studioPHONE: (541) 389-9178915 GASOLINE ALLEYBend, Oregon 97703COPYRIGHT-2021ScaleCUSTOM RESIDENCES FOR:FALLON CONDOMINIUMSBOZEMAN, MONTANARICHARD S. WRIGHT HOLDS ALL RIGHTS TO THE PLANS AND IDEAS ON THIS SHEET. THESE PLANS AND SPECIFICATIONS ARE FOR THE CONSTRUCTION OF ONE BUILDING AND RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AS SHOWN IN THE TITLEBLOCK. THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RICHARD S. WRIGHT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING DIMENSIONS AND SITE CONDITIONS AND IS TO REPORT ANY ERRORS OR OMISSIONS IN WRITING TO THE DESIGNERS BEFORE THE START OF CONSTRUCTION.5/7/2021 12:26:11 PMAs indicatedC:\Users\Rick\OneDrive - Wright Design Studio\ioSAFE\Norton Ranch new 2019\FallonTownhomes\Fallon Condominiums_MONTANA_REVIT2020.rvtA3.1LKKTRSWNORTON RANCH EAST SUBDIVISIONUNIT A SECTION, ROOFPLAN & DETAILSUNIT A ROOF PLANSCALE: 1/8"=1'-0"PROJECTNORTH