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<br />03/20/94 SBCCI SSTD 10-93 PAGE 4 <br />FILE MASONCHK JAMES B WHITTUM,P.E. <br />HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION <br />WOOD-FRAMED EXTERIOR WALLS <br />305.7 HOLDOOWN CONNECTORS <br />DOUBLE STUD & HOLDDOWN EA END OF EA 5HEARWA~L SEGMENT X <br />T-305Pl,305P2 HOLDDOWN DESIGN LOAD = 10 X ShEAR CAPACITY,PLF <br />**CALC B*~ FOR DOUBLE SIDED WALLS,20 X SHEAR CAC,FLF NA <br /> <br />30r:. <br />306.1 <br /> <br />CEILING SYSTEMS CROSS BEAM <br />CEILING (lIAPHRAGMS( REO 'D W'-lEN ENDWAL.L STDFS A~ CEILlrJ(l )r~A <br />GYPS~M CEILING DIAPHRAGM(LENGTH ~ 2X BLDG W, MIN) NA <br />GYPSUM CEILING CIAPHRAGM AT ENDWALL NA <br />PLYWOOD CEILING DIAPHRAGM NA <br />PLYWOOD CEILING DIAPHRAGM AT ENDWALL NA <br />PLYWOOD CEILING :lIAP'iRAGM AT SIDEWALL NA <br />CEILING DIAPHRAGM ALTERNATES NA <br /> <br />F'-305K ,30SH <br />T30CA,F>06B <br />iC-_ 306C <br />F-306D <br />306.4 <br />T-'206~~ ,J .,K <br /> <br />307 <br />307 . 1 <br /> <br />~0CF SYSTEMS ALUMINUM PAN ROOF <br />RAFTEh-JOIST FRAMING SYSTEMS <br />RAFT~RS: GROU~' II SIZED PER NFPA SPA~ TA8(~4'O.l.MAX <br />RIDGE BOARD: 2X MIN CUT DEPTH OF RAFTER <br />COLLAR BEAM:1X6 EVERY T~IRD RAFTlR PAIR <br />UPLIFT CONNECTORS AT RAFT BEARING PLUS LATE~~L LOAD <br /> <br />T-307A <br />APP E <br />307 ,.: <br /> <br />Tk~SS FRAMING SYSTEMS <br /> <br />F.-207~, <br />i-307A <br />307.2.7 <br /> <br />TRUSS DESIGN PER T01 SPEC <br />[,E<:>lGNS TO INDICATE WIND SPEED ,HEIGHT & UPLlf': <br />MAXIMUM TRUSS SPACING 24" <br />CIRDER TRUSSES DESIGNED AS DRAG STRUTS <br />GROUP II LUMBER FOR TOP CrlORDS <br />STEP-DOWN HIP SYSTEM USED FOR HIP ROOF <br />UPLIFT !':',-)~~NECTCF<S Al TF~U::,::, BEARING PLUS LATER.::;L LOA[1 <br /> <br />307 .::.'1 BRAe I W:., <br />ADG B~OCKING 4'0,(. 1ST 2 FRAM SPAC,IF NO DIAPHRAGM NA <br /> <br />307.4 ROOr;.- SHEATHING~FIG 307F,307G) <br />15/32 EXPOSURE 1 (-D PLYWOOD OR 1/2" PARTICLEBD MIN NA <br />TVP FASTENERS: 8d COMMON OR GALV BOX @ 6" THROUGHOUT NA <br />8d RING SHANK IN ROOF ZONE 1 A~D 110MP~ NA <br />--AND WITH GRP III LUMBER @ lOOMPH NA <br />4" NAIL SPACING AT GABLE ENDWALL/GA8LE TRUSS NA <br />12' INTERMEDIATE SPACING IN ROOF ZONE 1 AND 90MPH NA <br />12' INTERMEDIATE SPACING WITH GRP II LUMBER ~ lOOMPH ~A <br />307.5 ALTER AS REQUIRED FOR STRONGER DIAPHRAGM NA <br /> <br />NA <br />Nr~ <br />NA <br />N,~, <br /> <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />"'~A <br />