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Home My WebLink AboutA3.2 2-HR WALL DETAILS 05-05-2021D/F JOIST-SEEFRAMING PLAN FOR SIZESCALE: 3/4"= 1'-0"D/F JOIST-SEEFRAMING PLAN FOR SIZENATIVE SOILUNDISTURBED2X6 STUDS @ 16" O.C.SCALE: 3/4"= 1'-0"1" AIR GAPCAULK UNDER WALL PLATEARCH. FOR INFO(2) #4 BARS CONT. @ TOPR-23 BLOWN-IN-BATTWALL INSULATIONP.T. 2X6 SILL PLATE W/1/2"DIA. A.B. @ 6'-0" O.C.U.N.O. (REF. SHEARWALLSCHEDULE)(2) #4 DOWELS @48" O.C.WALL SHEATHING, REF.SHEARWALL SCHEDULEFOR ADDITION INFO.4" CONCRETE SLABON GRADE, REF. PLANCONT. 2X6 SILL PLATEW/ 16d NAILS @ 6" O.C.R-23 BLOWN-IN-BATTWALL INSULATIONPLYWOOD SUBFLOOR2X6 STUDS @ 16" O.C.1" AIR GAPWALL SHEATHING, REF.SHEARWALL SCHEDULEFOR ADDITION INFO.FOR FIREWALLBLK'G AS REQUIRED2X6 STUDS @ 16" O.C.CONT. 2X6 DBL. TOP PLATEWALL SHEATHING, REF.SHEARWALL SCHEDULEFOR ADDITION INFO.SCALE: 3/4"= 1'-0"FLOOR JOISTREF. PLANCONT. 2X6 SILL PLATEW/ 16d NAILS @ 6" O.C.R-23 BLOWN-IN-BATTWALL INSULATIONPLYWOOD SUBFLOOR2X6 STUDS @ 16" O.C.1" AIR GAPWALL SHEATHING, REF.SHEARWALL SCHEDULEFOR ADDITION INFO.CONTINUOUS TRIPLE@ 24" O.C. (AS REQUIREDW/ SIMPSON A35 ANCHORS2X6 STUDS @ 16" O.C.CONT. 2X6 DBL. TOP PLATE2-HOUR FIREWALL, REF.ARCH. FOR INFOWALL SHEATHING, REF.SHEARWALL SCHEDULEFOR ADDITION INFO.LSL RIMBOARDFOR FIREWALL)FLOOR JOISTREF. PLANTJI BLK'G PANEL@ 4'-0" O.C. W/ITT HANGER, TYP.EACH SIDE(3) 10d NAILSCONTINUOUS BLK'G @FLOOR LEVEL, REF. ARCH.NATIVE SOILUNDISTURBED2X6 STUDS @ 16" O.C.SCALE: 3/4"= 1'-0"D/F JOIST-SEEFRAMING PLAN FOR SIZE1" AIR GAP2-LAYERS 5/8" 1-HOUR GYP BDEACH FACE OF WALLPLYWOOD SUBFLOOR2X6 SILL PLATE W/ 16dNAILS @ 6" O.C. INTO RIM.DBL. 13/4" LSL BLK'G@ EA. BAY AS REQUIREDFOR FIREWALLR-23 BLOWN-IN-BATTWALL INSULATIONP.T. 2X6 SILL PLATE /1/2" DIA. A.B. @ 6'-0" O.C.U.N.O. (REF. SHEARWALLSCHEDULE)(2) #4 DOWELS @48" O.C.D/F JOIST-SEEFRAMING PLAN FOR SIZECONTINUOUS2-LAYERS 5/8" 1-HOUR GYP BDEACH FACE OF WALLCONTINUOUS3A3.22-HR FIREWALL2A3.22-HR FIREWALL @ GARAGE2"CLR.3"CLR.3"CLR.18" MIN.REF. SCHED.FOR FTG. SIZEAND REINF.12"6"6"MIN.4"FLOOR JOIST PERPENDICULAR @3AA3.22-HR FIREWALLFLOOR JOIST PARALLEL @1A3.22-HR FIREWALL @ FLOOR JOISTS2"CLR.3"CLR.3"CLR.REF. SCHED.FOR FTG. SIZEAND REINF.12"2-LAYERS 5/8" 1-HOUR GYP BDEACH FACE OF WALLCONTINUOUS2-LAYERS 5/8" 1-HOUR GYP BDEACH FACE OF WALLCONTINUOUS2-LAYERS 5/8" 1-HOUR GYP BDEACH FACE OF WALLCONTINUOUS2-LAYERS 5/8" 1-HOUR GYP BDEACH FACE OF WALLCONTINUOUS2-LAYERS 5/8" 1-HOUR GYP BDEACH FACE OF WALLCONTINUOUS2-LAYERS 5/8" 1-HOUR GYP BDEACH FACE OF WALLCONTINUOUS2-LAYERS 5/8" 1-HOUR GYP BDEACH FACE OF WALLCONTINUOUSDrawn 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 12:26:38 PM3/4" = 1'-0"C:\Users\Rick\OneDrive - Wright Design Studio\ioSAFE\Norton Ranch new 2019\FallonTownhomes\Fallon Condominiums_MONTANA_REVIT2020.rvtA3.2AuthorCheckerNORTON RANCH EAST SUBDIVISION2-HR WALL DETAILS3/4" = 1'-0"12-hour firewall