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1 2-10%2��J <br /> 24-O" <br /> 04( <br /> 2'-10%2" 18=3" 2'-10%2" <br /> 18'-0" <br /> BWP—C -I BWP—C SHEATH EXTERIOR W/M/N. 3/&"PLYWOOD OR 3) 2"x 4"STUDS EACH END <br /> r -' 7/s"OSB NAIL TO STUDS W/8d 0 6"0.C. <br /> j 1 �----- j BLOCKOUT FOR DOOR <br /> - <br /> 1 <br /> � I <br /> m 18'x 7' GARAGE DOOR m <br /> kt. i I 4"x 12"GLULAM BEAM <br /> 419 m <br /> STHD-10 HOLD DOWN 2"FROM EDGE 2) ! xE <br /> r.. RS <br /> 7/4 <br /> BRACED WALL PANEL C <br /> 0 <br /> HIP PRE-MFG TRUSSES 6.12 ® 24"o.c. BRACED WALL PANEL SCHEDULE <br /> A. PLYWOOD/OSB 6d NAILS 6"O.C. (EDGES) <br /> ® itis"x 8' 12"O.C. (f1ELD) <br /> o B. STRUCTURAL PANEL SIDING CORROSION RESISTANT 8d NA/LS. <br /> 748"x 4'x 10'OR LESS AT 6"0.0. (EDGES) 12"O.C. (fhELD) <br /> N <br /> C. ONE-STORY BRACED PANEL AWL/NG 8d AT 6"0.0. (EDGES) 12"0.C. PEW) <br /> • 7/s"x 2'-10%2"x 10'OR BLOCKING REQUIRED AT ALL EDGES. <br /> LESS ANCHOR BOLTS TWO PLACED AT QUARTER POINTS. <br /> HOLD DOWNS - 1800/AT EACH END. <br /> W <br /> O \ 4"CONCRETE SLAB <br /> N <br /> E • <br /> E i1N <br /> C <br /> O <br /> BLOCKOUT FOR DOOR � s�t� <br /> g <br /> a m CO <br /> o m L 4"X 6"D.F. #2 4"X :714 <br /> 4"X 6"D.F. #2 J m <br /> 03 <br /> L h L� 1 <br /> N BWP B 5=0"x 5-0" 4'FRENCH DOOR 5=0"x 5'-O" BWP B <br /> a 3'-0" 5=0" 8'-O" 5=0" 3=0" <br /> d <br /> m <br /> 36" L Rit/biic,G <br /> SCALE REFERENCE <br /> E 73/11/ mpg. Aix Ix,- _ i• MARIO AND MEL/NDA ACCETTURO SHEET NO. <br /> E <br /> FLOOR PROPOSED RES/DENT/AL GARAGE FPO1 <br /> PLAN 1127 GRAND AVENUE S zET <br /> EVERETT, WA. 98201 7 <br /> SHEETS <br />