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SVR Lot 1 Block 2 <br />SIMPSON SPH4 @ 24" O.C. w/ (12) <br />10d x 1-1/2" NAILS EACH SIDE <br />DOUBLE SPF TOP PLATE LAP <br />JOINTS 48" (MIN.) w/ (15) 16( <br />SIMPSON SPH w/ (12) 10d NAILS TYP. <br />SIMPSON SPH4 w/ (12) 10d x <br />1-1/2" NAILS EACH END OF HEADER <br />SIMPSON LSTA24 w/ (18) 10d <br />NAILS (1 EACH END OF HEADER) <br />2 X 4 SPF (MIN.) STUD GRADE OR <br />BETTER STUDS ® 16" O.C. <br />5/8"0 x 8" SIMPSON TITEN HD ANCHORS <br />® 18" O.C. FOR BEARING WALLS WITHOUT <br />A SLAB STEPDOWN <br />M <br />SEE TRUSS LAYOUT FOR <br />SPLICE <br />TRUSS CONNECTORS <br />NAILS <br />SEE FLOOR PLAN FOR HEADER SIZE <br />FRAME —DOWN TO <br />OPENING IF REQUIRED. <br />( I <br />FASTEN STUDS w/ 12d NAILS @ 6" 0.CI <br />2X_ SPF MID —POINT BLOCKING TYP. <br />DOUBLE JACKS <br />(tYP•) <br />e <br />. <br />e <br />. a <br />v d.. <br />SIMPSON HTT16 w/ (18) 16d NAILS <br />AND 5/8"0 x 7" EPDXY —SET <br />THREADED ROD USING SIMPSON SET EPDXY <br />\SEE FOUNDATION PLAN <br />SIMPSON SPH W/10-10d NAILS TYP. FOR FOOTING SIZE <br />LOAD-BRG. INTERIOR STUD PARTITION DETAIL <br />SCALE: N.T.S. <br />REFER TO DETAIL A, SHEET S-6B FOR <br />MASONRY ATTACHMENT WHEN REQUIRED. <br />N <br />DOUBLE SPF TOP PLATE LAP SPLICE <br />JOINTS 48" (MIN.) w/ (15) 16d NAILS <br />FLOOR TRUSSES <br />SEE FLOOR PLAN FOR HEADER <br />FRAME —DOWN TO <br />OPENING IF REQUIRED. <br />III <br />FASTEN STUDS w/ 12d NAILS @ 6" O.C. <br />2X_ SPF MID —POINT BLOCKING TYP. <br />DOUBLE JACKS <br />(tYP•) <br />e <br />e e <br />d. vd <br />� <br />e d <br />2 X 4 SPF (MIN.) <br />STUD GRADE OR <br />BETTER STUDS <br />® 16" O.C. SEE FOUNDATION PLAN <br />FOR FOOTING SIZE <br />LOAD-BRG. INT. STUD PARTITION DETAIL WO UPLIFT, <br />SCALE: N.T.S. <br />00 <br />rnCn <br />N <br />vM~i Y a <br />G. <br />C <br />a <br />J <br />Q <br />0 <br />W <br />w <br />w <br />F— <br />W <br />0 <br />J <br />J <br />J <br />a <br />� <br />z <br />w <br />f <br />C7 <br />Z <br />�1 <br />CIS <br />WV <br />m <br />Q <br />• r� <br />Oa <br />J <br />REVIEWED FOR COMPLIANCE WITH THE <br />WIND LOAD PROVISIONS OF THE 2004 <br />FLORIDA RESIDEIw� E ESTING I C <br />FLORIDA5&0 BUILDINSUPP� DIFO r F TON FL 34 0 <br />05 & 06 SUPP <br />ALL OTHER DESI L TION # )218 <br />THE RESPONSIBILITY OF THE.. TOR <br />L. JASON BERGER, P.E. /ATE <br />PE# 64003 <br />SHEET NO. <br />S-6 <br />