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<br />.RC ~LUJ.I. P~NS <br />liD X I 1/2' S.I.I.S. <br />O.c. INTO 2 X 4 PLMC: <br /> <br />S~oPE <br /> <br /> <br /> <br />OPTIONAL SHEARWALLS FOR: <br />- <br /> <br />NOTr: ONL Y SHCAR WALLS I< LO~o BCARINe <br />WALLS RCQUIRC HURRlCA.NC STRAPPING <br />HURRICIINe CUP r. I< B. OF CA. W..w. S NO <br />. 24' O. C. (J.lIIX.) <br />USE SHCMWIIU, STORM BRIICC-X P~ rrrRN <br />IIIfm IJ.H. STRAPPING W/ (I) &J . CA. SNO <br />(OR) <br />USE STORJ.I BRAct 1/4" mCRJ.lOPL Y .t N~/L[o <br />PCR IJFe., SPCC'.. 11'/ HURR. CLIPS peR ~80Vf <br /> <br />SECURe ALUMINUII PIINS TO TOP PLA Tr <br />Of' (NO WALL W/ /10 x , 1/2" S.II.S. 2 <br />/2' o.c. (AND stCURE END WALL I-f'RT. <br />SNO TO HOST STRUCTURE W/ /10 x J" <br />. /2" D.C.) <br /> <br />SECURE ALUII. PANS <br />11'/ (J) "0 S.II.S./PAN · $" oPE <br />D.C. ('rrl>. . EA. END) .. SL <br />~I,,' <br />I/~' jf'f. <br /> <br />8' <br />J.I~X. <br /> <br />oBL 2'x4' TOP PLATr <br />(I) 2' X 4. (IF CONr.) <br />2'x4' 1+000 SNO <br />WALL 24' O.C. <br />5/'" n 1/ 1+000 SIDING OR <br />\1Nl1. OR ALUII. SlOING OI'["R 1/2" PL y. 11'/ Bd <br />. "/12" O.C. EDces /INTrRIJ. <br />I< . J" D.C. TII:8 I< ALONG IIU, HeAOCRS I< PLII TrS <br />(FOIt SHEAR I< UPUFT) !tCPLACCS HURR. CUPS <br />J/4' olA. CONC. A.B. OR //4"' TAPCOHS <br />. 24' D.C. (2' J.lIN. CJ.lBCO.) <br /> <br />1+000 PLA Tr <br /> <br />'rc. DC rML <br />';C I-H <br /> <br />New OR eXISnNG <br />4" 2500 PSI CONC. SLAB <br /> <br /> <br /> <br />SECURE ALUIIINUJ.I PANS TO TOP Pu. rr <br />Of' CNo WALL (AND eND WALL VfR nCAL <br />TO HOST STRUCNR{) W/ "0 x 2' s.l.t.S <br />. 24" D.C. <br /> <br />- /" X 2' PURUN) <br /> <br />/" X 2' OPCNBIICK 11'/ <br />1/4' OIA. CONe. II.B. 0 24' O.C. (I.IIIX) <br />(I) A.B. . EA. POST (2' J.lIN. e"'8I:o. - <br />0It 1/4"' X J 1/4' TAPCOH <br />i . ..~ ....;. .~. ,.... I. <br />. . ,." .. '. . It . , .. ~ ,; <br />Q:J . '. .' <br />.', ,:..:. <br />: '~'. ~ . <br />~ <br /> <br />T'rP.) <br /> <br /> <br />· FOR WOOD OECK <br />(5EE NOTE BELOW) <br /> <br /> <br />New 0It eXISnNG <br />4" 2500 PSI CONC. SLAB <br />wj'l.lONO. FOO TT:R (T'rP.) <br /> <br />/-15 CONT (T'rP.) <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />FASTENER TO BE DETERMINED <br />BASED ON CONSTRucnON OF <br />HOS T S TRUC TURE <br />110 S.M.S. X / 1/2" 08" <br />0. C. IN TO WOOD <br />f2B <br />(2) 110 0 /0" O.C. INTO WALL STUDS <br />f2B <br />(2) f'O x 2" 0 24" 0. C. THRU <br />J/4 (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />f2B <br />1/4"' TAPCONS 0 8" O.C. STAGGERED INTO CONC. <br />W/ I/O S.M.S. THRU REG. HEADER INTO PAN BOTTOM <br />tiIllI..:.. / 1/4" MIN. EMBEDMENT INTO CONC. <br />/ 1/2" MIN. EMBEOMEN T IN TO WOOD <br /> <br />* REPLACE ALL DETERIORA nNC <br />WOOD: w/ rASCIA SECURED <br />TO RAFTER (TRUSS) TAILS <br /> <br />-- <br /> <br />. "~, '" . ~, '" <br />, . ~ <br />, . ' ," ",;&J~_ <br /> <br />* FOR WOOD DECK: USE I/O SCREW <br />X J" LC. (THRU WOOD DECK INTO <br />BEAM OR HEADER) 0 24" O.C. MAX.) <br />USE (2) 110 X J" 0 [A. POST <br /> <br />CLIP A TTACHMENT NOTES <br /> <br />CAPRI CLIP: <br />USE (2) L I" X 1- X .050" w/ (2) <br />110 X J/4- TEKS INTO EA. FACE <br />f2B <br />CAST!.E CLIP: <br />L 1 1/2" X 2 1/8- X .050- REG. CHANNEL <br />w/ (4) 110 X J/4" TEKS INTO BEAM OR OPEN BACX <br />&r (2) 110 X J/4- TfKS INTO EA. 5.M.B. OF COL. <br /> <br />THIS STRUCTURC HAS BCCN DCSJGNCO IN <br />ACCORDANCE ~TH THE '97 STANDARD BLOG. <br />CODE Kof TH ALL RCVlSlONS TO <br />CHAPT. 1606 FOR /10 iJPH KofND VfLOCITY <br />vaD AFTER 2-/-01 <br /> <br />0,1., VlD NORRIS CNGlNCCRING <br />1/2 COLEMAN RD. . <br />I+fN TfR HA 'rf:N, Fl.. 33880 <br />(86J) 299-/048 <br /> <br />Pg. 2-[ <br />