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SVR Lot 4 Block 2 <br />1/2" S.R. GYPSUM BOARD — <br />DRYWALL SCREWS @ 12" o.c. <br />® CLG. & 16" ox. ® WALLS <br />REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR <br />ROOF DIAPHRAGM NAILING SPECIFICATIONS. <br />2x SYP 'L' BRACINGS ® 24" O.C. <br />SEE TRUSS ENGINEERING FOR SIZE, <br />LOCATION, AND ATTACHMENT <br />2x4 SPF (MIN) BLOCKING (EDGEWISE) @ 48" O.C. TOP <br />& BOTTOM FIRST FOUR (4) FRAMING BAYS <br />MIN. @ GABLE ENDS (TYP.) FASTEN TO TOP <br />& BOTTOM CHORDS w/ 3-16d NAILS (TOENAILED) EACH END <br />2x4 #2 SYP NAILED TO BLOCKING w/ 16d <br />NAILS @ 6" O.C. FOR GABLES OVER 24' LONG <br />(2) 2x6 P.T. SILL PLATE WITH 1/2"002" <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 />NO SHEATHING JOINT HERE <br />2X6 SPF w/ (2) ROWS OF 12d <br />NAILS ® 12" STAGGERED (EACH <br />ROW) <br />2X_ BLOCKING (LADDER FRAMING OR <br />6- PACKOUT) ® 32" O.C. <br />FASTEN w/ (2) 12d NAILS <br />TOE -NAILED PER CONNECTION <br />EXTERIOR <br />FINISH <br />#5 VERT. WALL REINF. <br />GROUT CELLS SOLID <br />FASTEN 7/16" APA RATED SHEATHING <br />TO GABLE END FRAMING w/ 8d NAILS <br />6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG <br />INTERMEDIATE SUPPORTS <br />3-COAT STUCCO FINISH. <br />APPLIED PER ASTM C 926 <br />ATTACH GABLE TRUSS TO <br />PLATE WITH 161 @ 4" O.C. <br />STAGGERED <br />PLACE SHEATHING FLUSH <br />w/ MASONRY <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 />10 <br />2x8 P.T. #2 SYP JAMB --J <br />TRACK/BRACKET FASTEN <br />PER MANUF. SPECS. <br />EXTERIOR <br />3" MIN. 1/2" J-BOLTS w/ <br />2"0xl/8" WASHER SPACED <br />® 18" O.C. <br />(5 PER SIDE MIN.) <br />GARAGE DOOR <br />INTERIOR <br />GAR. DOOR TO BLOCK ATTACHMENT DETAIL <br />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 RESPONSIBILITY OF THE CONTRACTOR <br />WHETSTONEe62 <br />STING, INC. <br />2004 oar34203 <br />ON BEF1F11612, ON # 9298 <br />PE# 64003 <br />L. JASON BERGER PE# 64003 <br />00 <br />M M <br />.--� <br />M <br />5 8 N <br />�•c� <br />> <br />cn O 01 <br />c <br />o <br />a <br />o <br />0 <br />w <br />w <br />M� <br />Q <br />a <br />� <br />F- <br />Z <br />W <br />- <br />� <br />� <br />w <br />a <br />Q <br />as <br />U <br />� <br />o <br />a <br />3 <br />• rl <br />� <br />g <br />a <br />SHEET NO. <br />S-3 <br />9 <br />