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i <br /> �C I N b w4 <br /> NAIL SHEATHING TO BLOCK W/8d NAIL ROOF SHTG TO <br /> @ 4"o/c TOP CHORD w/8d @ <br /> 6"o/c <br /> NAIL ROOF SHEATHING TO <br /> TOP CHORD w/8d @ 6 0 C <br /> 11 ly����� hl� , '1 Cn <br /> Hs <br /> 112 .o <br /> (4)16d NAILS FROM X45, '. L 2x FLAT @ GABLE 'I L E, <br /> BRACE TO BLOCK SHEATHING TO MATCH SHEARWALL.NAIL TO GABLE.PER SHEATHING TO MATCH 0 o <br /> 2x4 BLOCK @ EACH ' SCHEDULE.(WHERE 1 Od NAILS ARE REQ'D,USE 1 Od x 2"LONG.) IF SHEATHING IS NOT li SHEARWALL.NAIL TO U ,N <br /> cl <br /> DIAGONAL BRACE BROKEN ON TOP PLATE, GABLE PER SCHEDULE. D cn W <br /> USE A35@12"O/C to >r'v <br /> 2x4 DIAGONAL BRACE @ 48" 1 2x FLAT @ GABLE I BREAK SHEATHING ON Q ac r? o <br /> 0/C ' I TOP PLATE ONLY <br /> r r ♦ r; BREAK SHEATHING ON J o <br /> 11 11 11 ---14:7— ► 0) LL o -o <br /> • • • TOP PLATE ONLY LATERAL BRACING IS REQUIRED °-'o`c' <br /> SHEARWALL PER PLAN .N Y¢a w <br /> • <br /> AT ALL GABLE END TRUSSES a O'`o <br /> IF SHEATHING IS NOT BROKEN AND IS TO BE DETAILED BY • <br /> Q d: o <br /> ON TOP PLATE,USE A35 @ 12"0/C TRUSS MANUFACTURER o d m <br /> 2 N t j <br /> SHEARWALL PER PLAN v <br /> U Z <br /> oGABLE/SHEARWALL CONN 2 GABLE END/SHEARWALL CONNECTION <br /> SCALE:34 1 O <br /> W <br /> U j o <br /> N <br /> SHEARWALL EDGE NAILING TO SHEARWALL EDGE NAILING TO 16d @ EA BLOCK AND @ 12"0/C INTO 0 0 CO <br /> BOTTOM PLATE.EXTEND BOTTOM PLATE.EXTEND RIM.WHERE 3x BOTTOM PLATE ISREQ'D, <br /> SHEATHING CONT.TO SILL. - SHEATHING CONT.TO SILL USE SDSYx4 Ys SCREWS z <br /> 16d @ EA JOIST.WHERE 3x <br /> PRESSURE TREATED SILL PLATE PER BOTTOM PLATE IS REQ'D,USE PRESSURE TREATED SILL PLATE PER BLOCKING @ 48"0/C W/(3) <br /> SHEARWALL SCHEDULE. USE 2x6 W/A.B.- SDSY4x4M SCREW. SHEARWALL SCHEDULE. USE 2x6 W/ 10d NAILS > <br /> @ 48"0/C(MIN) - A.B.@ 48"0/C(MIN). CL <br /> LTP4 PER SHEARWALL SCHEDULE - LTP4 PER SHEARWALL SCHEDULE - D <br /> I "' <br /> SHEARWALL EDGE SHEARWALL EDGE . 1— <br /> NAILING TO SILL PLATE <br /> OM.. <br /> NAILING TO SILL PLATE . <br /> J 64M LU <br /> 6"MIN 6"MIN JOIST PER PLAN <br /> I JOIST PER PLAN a (I-JOIST SHOWN) <br /> 1 1 I ' I (I-JOIST SHOWN) -I I L I I—I I °-�_•• <br /> � I� r FOUNDATION PER PLAN 18"CLR(MIN) (� FOUNDATION PER PLAN 18"CLR(MIN) <br /> FROST DEPTH FROST DEPTH <br /> (18"MIN) (18"MIN) <br /> • <br /> .1ME1=11=11 I•=-• • ' . I I I_ <br /> 4°0 PERFORATED PLASTIC PIPE. 4"0 PERFORATED PLASTIC PIPE. <br /> CENTER IN ONE CUBIC FOOT OF CENTER IN ONE CUBIC FOOT OF <br /> FREE DRAINING GRAVEL AND FREE DRAINING GRAVEL AND <br /> - DRAIN TO APPROVED OUTFALL DRAIN TO APPROVED OUTFALL. <br /> *BREAK SHEARWALL SHEATHING @ <br /> JOISTS PERPENDICULAR BOTTOM OF SILL.PLATE JOISTS PARALLEL Drawn By:CCC <br /> Checked By:CCC <br /> Date:11-26-14 <br /> 3 EXT. WALL/FOUNDATION CONNECTION <br /> SDA JOB NO. <br /> _ 0 APPLICABLE FOR ALL SHEARWALLS 7421 <br /> SCALE:4"=1'-0" <br /> _ STRUCTURAL '" <br /> DETAILS <br /> S-5.0 <br />