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a <br /> SHEARWALL SCHEDULE <br /> CONNECTION AT SILL <br /> CAPACITY BLKG CONN. ® TOP OF WALL HOEDOWN ® BASE 2 <br /> 3 <br /> „WALL LEVEL (PLF) SHEATHING NAILING REQ'D (BLKG. TO TOP R) WOOD CONCRETE OF WALL <br /> 4th — ROOF 75 A % <br /> CE 5d COOLER ® 4"1/2" YES <br /> ON F <br /> E FA16d TN 0 16"% 16d ® 16"% NR <br /> ON , <br /> <f 3rd — 4th 150 1/2w GWB 5d COOLER ® 4"% YES 16d TN ® 8"% 16d ® 8"% NR <br /> EA. FACE <br /> 150 1/2" GWB5d COOLER 4"% YES 16d TN @ 8"% 16d ® 8"% NR <br /> EA, FACE <br /> /2 PLYWOOD 10d ® 6-0/c EDGE YES 16d TN ® 4"0/ NR <br /> 1st — 2nd 260 ONE FACE 12"0 FIELD c c <br /> w <br /> 4th — ROOF 75 ONE FACE 5d COOLER ® 4"% YES 16d TN ® 16"% 16d ® 16"% NR <br /> 3rd — 4th 150 1/2A GWB 5d COOLER 0 4"% YES 16d TN (� 8"% 16d ® B"% NR <br /> EA. FACE <br /> s 8 <br /> 2nd — 3rd 260 ONE FACE10d ® YES 16d TN @ 4"c 16d @ 4"c NR <br /> » OOD <br /> 1st — 2nd 260 1/2w PLYWOOD YES 16d TN ® 4"% 1/2" A.B. ® 36"% NR <br /> ONE FACE <br /> 1/2" PLYWOOD 10d 0 6"0/c EDGE YES 16d TN ® 4"% l6d 4"% NR <br /> — ROOF 0 E FACE 12"0 FIELD <br /> 1 —led " YES SIMPSON A35 ® 8"0/ 16d 6"/c, ST6236 <br /> r� 3rd — 4th 510 ONE FACE 12"0 FIELD ° STAGGERED <br /> 1/2" PLYWOOD 10d ® 4"0c EDGE 0c (2) ROWS 16d ® 4"%, <br /> 2nd — 3rd 780 EA. FACE 12 ° FIELD YES SIMPSON A35 ® 8"/ STAGGERED HD7A <br /> 1st — 2nd 780 1/2" PLYWOOD 10d°® 4" c EDGE YES SIMPSON A35 0 8"% 1/2" A.B. @ 36"% HD7A TO 4 X 4 POST <br /> EA, FACE 12 FIELD <br /> 4th — ROOF 260 1/2" PLYWOOD 10d°@ 6"/c EDGE YES 16d TN ® 4"% 16d ® 4"% ST6236 <br /> ONE FACE 12 FIELD <br /> 1/2" PLYWOOD 10d ® 3"/c EDGE YES SIMPSON A35 ® 8"0/ (2) ROWS 16d 6"%, HD5A <br /> 3rd — 4th 510 ONE FACE 12"0 FIELD c STAGGERED <br /> D <br /> 1/2" PLYWOOD 10d ® 4"% EDGE YES SIMPSON A35 ® 8"0/ (2) ROWS 16d ® 4"%c, HD7A TO 4 X 4 POST <br /> 2nd — 3rd 780 EA. FACE 12"0 FIELD c STAGGERED <br /> 1/2" PLYWOOD 10d—@--4-0/c EDGE YES SIMPSON A35 ® 8"0/c 1/2" A.B. ® 36"% HD20A TO 4 X 4 POST <br /> 1st — 2nd 780 EA, FACE 12'0/c FIELD <br /> OTES; <br /> N,R, = NOT REQUIRED <br /> HOLDOWNS SHALL BE LOCATED EACH END OF SHEARWALL, CONNECT TO (2) 2X STUDS MINIMUM U.N.O. IN SHEARWALL SCHEDULE, SEE DETAIL H— FOR HOLDOWN BOLT <br /> CONNECTION TO P.T. SLAB. <br /> SEE DETAIL J — FOR ANCHOR BOLT CONNECTION TO P.T. SLAB. <br /> BEARING WALL SCHEDULE <br />