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SVR Lot 5 Block 2 <br />REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR <br />ROOF DIAPHRAGM NAILING SPECIFICATIONS. <br />NO SHEATHING JOINT HERE <br />2x SYP 'L' BRACINGS ® 24" O.C. <br />SEE TRUSS ENGINEERING FOR SIZE, <br />2X6 SPF w/ (2) ROWS OF 12d <br />EXTERIOR EXTERIOR <br />LOCATION, AND ATTACHMENT <br />NAILS ® 12" STAGGERED (EACH <br />FINISH <br />ROW) <br />#5 VERT. WALL REINF. 3" MIN. <br />1/2" J-BOLTS w/ <br />2X_ BLOCKING (LADDER FRAMING OR <br />GROUT CELLS SOLID <br />2"Ox1/8" WASHER SPACED <br />6„ <br />PACKOUT) C� 32" O.C. <br />®18" O.C. <br />FASTEN w/ (2) 12d NAILS <br />(5 PER SIDE MIN.) <br />° <br />TOE -NAILED PER CONNECTION <br />• Q. <br />2x4 SPF (MIN) BLOCKING (EDGEWISE) 0 48" O.C. TOP <br />& BOTTOM FIRST FOUR (4 FRAMING BAYS <br />° <br />d <br />GARAGE DOOR <br />MIN_ @ GABLE ENDS (TYP.) FASTEN TO TOP <br />FASTEN 7/16" APA RATED SHEATHING <br />& BOTTOM CHORDS w/ 3-16d NAILS (TOENAILED) EACH END <br />( <br />TO GABLE END FRAMING w/ 8d NAILS <br />° <br />6" O.C. ALONG PANEL EDGES, 12" O.C. <br />ALONG <br />INTERMEDIATE SUPPORTS <br />° <br />g" 3-COAT STUCCO FINISH. <br />2x8 P.T. #2 SYP JAMB <br />° <br />APPLIED PER ASTM C 926 <br />TRACK/BRACKET FASTEN <br />INTERIOR <br />ATTACH GABLE TRUSS TO <br />PER MANUF. SPECS. <br />PLATE WITH 16d @ 4" O.C. <br />STAGGERED <br />2x4 #2 SYP NAILED TO BLOCKING w/ 16d <br />, ; <br />B <br />GAR. DOOR TO BLOCK ATTACHMENT DETAIL <br />1/2" S.R. GYPSUM BOARD NAILS @ 6" O.C. FOR GABLES OVER 24' LONG <br />y <br />PLACE SHEATHING FLUSH S-3 <br />SCALE: N.T.S. <br />DRYWALL SCREWS ® 12" ox. <br />(2) 2x6 P.T. SILL PLATE WITH 1/2"0x12" <br />T1 <br />w/ MASONRY <br />® CLG. & 16" o.c. ®WALLS <br />"J" BOLTS ® 24" O.C. MAX <br />A GABLE END DETAIL <br />S-3 SCALE: N.T.S. <br />2x6 SY <br />NAILS ( <br />FASTEN ROOF SHEATHING w/ 8d NAILS <br />® 6" EDGES, 12" IN FIELD & <br />4" O.C. ALONG NAILER ----\ <br />ENG. TRUSS <br />END. <br />kFTER <br />C VALLEY -SET ATTACHMENT DETAIL <br />S-3 SCALE: N.T.S. <br />REVIEWED FOR COMPLIANCE WITH THE <br />WIND LOAD PROVISIONS OF THE 2004 <br />FLORIDA RESIDENTIAL CODE (FRC) & <br />FLORIDA BUILDING CODE (FBC) (w/ <br />05 & 06 SUPPLIMENT), AND ASCE 7-02 <br />ALL OTHER DESIGN ELEMENTS SHALL BE <br />THE RESPO)HEMROW, <br />2004 53r,I 4V7 34203 <br />CERTIFICATE OF ` _ ON # 9298 <br />L. JASON BERGER, P. ATE <br />PE# 640 08 <br />00 <br />M cn <br />.-- <br />w C14 � <br />M � <br />N <br />M .2ON <br />v, <br />C/] <br />� <br />W <br />w <br />a <br />W <br />Z <br />Q <br />03 <br />0 <br />d <br />� <br />o <br />✓✓✓ <br />z <br />s <br />a <br />SHEET NO. <br />S-3 <br />