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<br />"'" ..". ~ "- -'" ..I"'" <br /> <br />::>0..........1 ::>':>ii.J lV-';.Ij <br /> <br />FI~E MASONCHK JAMES 8 WHITTUM,P.E. <br />HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION <br />WOOD-FRAMED EXTERIOR WALLS <br /> <br />303.2 <br />F303A <br />F303B <br /> <br />STEMWALL FOUNDATION(MIN 20"WIDE X 10"TH,2-#5) <br />axe 80ND 8EAM W/l-#5 Q FLOOR LEVEL <br />VERTICAL REINF:#5@ 8'0,(, ,W/90 DEG HOOK,25"LAP <br />FLOOR ANCHORAGE: 2X6 SILL W/l/2"A8 SPACED PER 303.3.2 <br /> <br />303.4 <br /> <br />MONOLITHIC SLAB-ON-GRADE-EXTERIOR W/2 #5, IN <br />MONOLITHIC SLA8-0N-GRADE-INTERIOR W/2 #5, IN <br />.JAlL ANCHORAGE:2X6 SILL W/l/2"AB SPACEO/3'.'3.3.2 <br />woe ILES <br />PILE~ & GIRDERS DESIGNED BY REG ENGINEER OR ARCHITECl <br />STRurr LOADS/CONNECTIONS DESIGNED FOR T-3C3G LOADS <br /> <br />304 FLOOR SYSTEMS <br />304.1 CONCRETE FLOORS <br />SUSPENDED CONCRETE SLABS(HOlLOWCORE PER M~G DESIGN) NA <br />~10!'iOLITHIC SLA8--CN-GRADE( 3-1/2" TI-110\) X <br />( 8" A80VE F IN GRADE, DOUBLE WWF t! EDGE) <br /> <br />304.2 WOOD FLOORS <br />FLOOR JOISTS(GRP II, SIZED PER NFPA SPAN TABLES) NA <br />FLOOR TRUSSES(DESIGNEO PER TPI SPEC) NA <br />FLOOR SHEATHING(19/32 CD MIN PLYWD,5/S" MIN PART 8D) NA <br />FLOOR FRAMING(SPACING PER SPAN RAfING,20-24'MA^) NA <br />BLOCKING( 4'O.C. 1ST 2 FRAME SPACES, EA END OF FLOOR) NA <br />UPLIFf CONNECTORS -wALL ~RAMING TO FLOOR NA <br />SHEATHING ~AS1ENERS( 10d COMMON OR 100 BOX,6-12'O.C.) NA <br />FLOOR DIAPHRAGM(CHECK CAP WITH T-3048.304C OR sse) NA <br /> <br />305 WOOD-FRAMED WALL SYSTEMS <br />305.2 EXfERI0R WALL FRAMING <br /> <br />T - 30':,81 <br />T-305A <br /> <br />EXTERIOR lOADBEARING STuDS <br />STUD LE'\jGTH,FT :::: <br />STUD SPACING,IN - <br />STUD SIZE - <br />MIN 8ENGING STRESS,Fb _ <br />REOCIRED SPECIES - <br />GRADE -- <br /> <br />T--.30582 <br />T-305A <br /> <br />EXTERIOR NON-LOAD8EARING STUDS <br />STUD LENGTH,FT ::: <br />STUD SPACING,IN :::: <br />STUD SIZE :::: <br />MIN BENDING STRESS,Fb :::: <br />REOUIRED SPECIES :::: <br />GRADE ::: <br /> <br />PAGE 2 <br /> <br />NA <br />NA <br />NA <br />NA <br />T W <br />12 8 <br />X <br />NA <br />NA <br /> <br />8 <br />24 <br />2 x 4 <br />225i) <br />hEM/DOU(:' FIR <br />...., <br />"- <br /> <br />8 <br />24 <br />2 X 4 <br />2250 <br />HEM/DOL,S FIR <br />2 <br />