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ROOF FASTENER LAYOUT <br />ELEVATION 'A' 'B' & 'C' <br />SCALE: KT.S. <br />T <br />SIMPS❑N HETAL20 + HTSM16 <br />ODOUBLE SILL PLATE. SEE DETAIL THIS SHEE ,n <br />o <br />3 SIMPS❑N HETAL20 dcp o <br />DENOTES GABLE END DIAPHRAGM SEE NOTE l� <br />SHEET S-1 FOR NAILING PATTERNS �qm'c�0� <br />NOTE: CONTRACTOR SHALL REFER TO THE <br />FINAL TRUSS ENGINEERING PACKAGE FOR <br />C❑NSTRUCTI❑N. <br />UPLIFT VA VES THA T MEET OR EXCEED <br />1000# AND REACTIONS THAT MEET ER EXCEED' <br />3000# ARE SHOWN AS NOTED, THE VALUES <br />ARE BASED EN THE ENGINEERED TRUSS <br />LAYOUT AS PRL7VIDED BY THE <br />MANUFAC TUBER. <br />(2) 2x6 P.T. SILL P <br />WITH 1/2'Oxl2' 'J' <br />B❑LTS @ 24' ❑.C. Mh,. <br />o <br />cs > f v <br />o <br />G <br />G � <br />cf d <br />�cv � �O• <br />ATTACH GABLE TRUSS <br />TO PLATE WITH 16d 2 <br />4' O.C. STAGGERED <br />PLACE SHEATHING FLUSH <br />w/ MASONRY <br />DOUBLE SILL PLATE DET, <br />SCALE: N.T.S. <br />2004 53rd 0E E A 0 <br />CERTIFICATE 0 <br />J A N 2008 <br />L. JASO <br />PG, INC. <br />34203 <br />ON # 9298 <br />R PE# 64003 H <br />00 <br />c N <br />a <br />o R <br />H <br />W� <br />o w <br />H <br />LL <br />o <br />Z <br />7=$ o <br />(n <br />CC3 <br />H <br />D <br />a <br />O <br />g <br />SHEET NO. <br />S-5A <br />