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<br />R[ ),LU/J. P)'NS <br />110 X I 1/2' S./J. S. <br />D.C. INTO 2 X 4 PLATt <br /> <br />S~oPE <br />~r. 1011/'1. <br />\/4'/' <br /> <br /> <br /> <br /> <br />SECURC ALUUINUU PANS TO TOP PLA Tt <br />Of' CHO WALL 11'1110 X I 1/2" 5.U.S. 2 <br />12" o.C. (ANO SECURE CND WALL \'f7rT. <br />STUD TO HOST STRUCTtJltE WI 110 X J" <br />. 12' o.C.) <br /> <br />"NOTt: ClHL r SHCAR WALLS If LOAO 'SCARINC <br />WALLS RCWIRC HURRICANC STRAPPINC <br />HURRICANC CUP T. If ,. or CA. It'tIoLL ST1.JO <br />. 24' D.C. (UAX.) <br />USE SHEARWAti STORM BRACE-X P), TTCRN <br />'M TH /J.H. S T1tAPPING 11'/ (I) &c . CA. S T1.J0. <br />(OR) <br />USE STORU BRAe( I/~" THCR/JOPL y It HAILED <br />PER /JFa., SPCC', 11'/ HURR. CLIPS PER ),SOVC <br /> <br />8' <br />/J),X. <br /> <br />DBL 2",,<4" TOP PLATt <br />(I) 2" X 4' (ir CONT.) <br />2',,4' II()OO STUD <br />WALL 24' O.C. <br />5/'" nil 110OO SIDING OR <br />WHl1. OR ALUU. SlOING O\o('R 1/2" PL Yo 11'/ Id <br />. "/12" O.c. EDces / INTCRU. <br />If . J' O.C. TU" ALONG ALL HCADERS " f1>LA TCS <br />(rOlf SHCAR " UPUI'T) RCPLACES HURR. CUPS <br />J/~' OIA. CClHC. ,1..1. 01'/ 1/<4"' TAPCClHS <br />. 24" O.c. (2' UIN. CUBCO.) <br /> <br />2",,4' P. T. 110OO PLA TC <br /> <br />SECURE ALUII. PANS <br />WI (J) 110 5.1I.S./PAN · "" oPE <br />O.C. ('rrl>. . EA. tHO) .. 51- <br />loll'" <br />,/~'r' <br /> <br /> <br />'rc OfrA.IL <br />'JC l-H <br /> <br />NCW OR CXlSnHG <br />4" 2500 PSI CClHC. su.S <br /> <br /> <br />SECURC ALUUIHUM P)'HS TO TOP Pu.. Tt <br />or CHO WALL (ANO CHO WALL VCR nCAt <br />TO HOST STRUCT1.JRC) 11'/110 X 2' s./J.S <br />. 24" O.C. <br />J" STRUCTlJRtIoL ALU/J. <br />ROOF' S rs TC/J (T"'rP.) <br />" --- BeAU <br />A rrACHCO . TJd/ 11'/ CAPRI CLIP <br />OR CA~ll.E CUP (seE NOrcS BELOW) <br /> <br />. ., <br /> <br />I" X 2" PURUN) <br /> <br /> <br />T"'rP.) <br /> <br />- FOR WOOD OECK <br />(SEE NOTE BELOW) <br /> <br />ROOF ATTACHMENT NOTCS <br /> <br />* FOR 1+000 DeCK: USe /10 SCReW <br />x J" LC. (THRU 1+000 DECK INTO <br />BeA.M OR HeA.DeR) " 24" D.C. MA.X.) <br />USE (2) /10 x J" " cA.. paST <br /> <br />CLIP A TTACHMENT NOTES <br /> <br />CA.PRI CLIP: <br />USe (2) L I" X I" X .060" W/ (2) <br />/10 X J/." TrKS INTO, cA.. FA.Ce <br />f)f1 <br />CA.STLe CLIP: <br />L 1 1/2" x 2 1/8" X .050" ReC. CHA.NNCL <br />W/ (4) /10 X J/4" TEXS INTO BEAM o.R o.PEN BACK <br /><k (2) /10 X J/4" TE:KS INTO. EA.. S.M.B. o.F co.L. <br /> <br />FASTE:NER TO. BE DeTE:RMINeD <br />BAScO ON CQNSTRUCnON QF <br />HQST STRUCTURe <br />"0 S.M.S. X I 1/2" 0 S" <br />0. C. IN TO. 1+00.0 <br />f)f1 <br />(2) 110 0 16" o..C. INTO, WA.LL STUDS <br />f)f1 <br />(2) {10 X 2" 024" o..C. THRU <br />J/4 (MIN.) FA.SCIA. INTO, TRUSS o.R <br />RAFTE:R TAILS <br />f)f1 <br />1/4"' TAPCo.NS 0 S" 0.. C. STA.CCeRED INTO. CONC. <br />W/ /10 S.M.S. THRU REC. HeA.DeR INTO. PA.N Bo.TTo.M <br />t:1JllI.:.. I 1/4" MIN. eMBEDMENT INTO. CONC. <br />I 1/2" MIN. eMBEDMENT INTO. 1+00.0 <br /> <br />* RCPLACe ALL DETE:RIORA. nNC <br />wo.o.D; wi FA.SCIA. SECURED <br />TO RAFTE:R (TRUSS) rA./LS <br /> <br />THIS STRUCTURE HAS BCCH DCSlCNCD IN <br />ACCOROANCE 'MTH THE '97 STANDARD BLDC. <br />CODE 'MTH ALL ReVISIONS TO <br />CHAPT. 1606 FOR 110 UPH 'MHO VfLOCIIY <br />YOlO AFTrR 2-1-01 <br /> <br />0,.1. \10 NORRIS ENClNfCRINC <br />112 COLEMAN RD. <br />'MNTrR HA'rf:N. Fl.. JJ880 Pg. 2-[ <br />(86J) 299- 1()4.8 <br />