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<br />SECURC ALUMINUIJ PANS TO TOP PLA Tr <br />Of' eNO WALL W/ /10 X I 1/2" S.M.S. 2 <br />12" o.C (AND SECURE END WALL ~T. <br />STVO 10 HOST STRUCTURE W/ /10 X J" <br />. 12" o.C) <br /> <br />It, ALUM. PANS <br />110 X I 1/2' S.M.S, <br />O,C, INTO 2 X 4 PLATr <br /> <br />S~oPE <br />,lI'r, 1011/'1. <br />1/4 I' <br /> <br /> <br /> <br />6' <br />MAX, <br /> <br />OBL. 2'114" TOP PLA Tr <br />(I) 2' X 4' (If' CONT.) <br />2"114' 110OO STVO <br />WALL 24' O.C. <br />$/'" 71/1 110OO SIDING OR <br />HNl1. OR ALUIJ. SIDING OK'R 1/2" PL Yo W/ Id <br />. '"/71' o.C EO<<S / INTrRIJ. <br />. .:s O,C. TII:I. ALOHC AU. HEADERS. PLATrS <br />(f'OR SHeAR . UPLIFT) ItCPLACCS HURIt. CUPS <br />:S/6" OIA. CONC A.S. OR 1/4"' TAPCONS <br />. 24" O. C. (2" /JIN. E/JBCO.) <br /> <br />2"114' p, T. 110OO PLA Tr <br /> <br /> <br />NOTr: ONL Y SHEAR WALLS. LOAD BEARINe <br />WAU.S ItE(J(JIRE HURRICANE STRAPPING <br />HURRICANE CUP T. . I. Of' CA. WAU. STUO <br />. 24" 0. C (MAX.) <br />use SHEARWAU. STORII BRACC-X PA TTrRN <br />ItITH /J.H. ST1fAPPING W/ (I) Id . EA, STUO. <br />(OR) <br />USE STOR/J BRACC 1/6" THCRIIOPL Y ct NAILCO <br />PER IJFG., spec'.. W/ HURR. CLIPS PCR ABOYE' <br /> <br />SECURE ALUAJ. PANS <br />w/ (J) liD S.AJ.S.hAN 0 $" E <br />O,C (t'rP. . eA. tNO) IJI/'I, SLoP <br /> <br />1/4'1f1' <br /> <br /> <br />. " t. <br /> <br />rrc. Of r"'IL <br />';f I-IT <br /> <br />NEW OR EXlSnNG <br />4' 2500 PSI CONC. SLAB <br /> <br /> <br /> <br />SECURE ALUIJINUII PANS TO TOP PLA rr <br />Of' END WALL (AND (NO WALL K'RnCAL <br />10 HOST STRUCTURE) W/ flO x 2' s./J,S <br />. 24" O,C. . <br />:so ST'RUCTVRAL AWIJ, <br />ROOF' SYS TrM (T"fP,) <br />" --- BCAJ.t <br />A TrACHEO . T4dI W/ CAPRI CLIP <br />OR CA~.7lE CUP (seE NOTrS BCLOW) <br />2"112" POST (SEE CHART Pg. I-C) <br />AJAX. "-0" SPACING <br /> <br />I" X 2" PURUN) <br /> <br />I" X 2" OPENBACK W/ <br />1/4" OIA. CONC A.B. 0 24" o.c. (MAX) <br />(I) A,S. . CA. POST (2" MIN, CMBEO. - T"fP,) <br />OR 1/4"' X :s 1/4' TAPCON <br /> <br />.J ,.~'~.:;';'.:\,,~'~:j>, - FOR WOOD DECK <br />1 ::/~ ":'",:.,' (SEE NOTE: BELOW) <br /> <br />I 6" I NEW OR EXlsnNC <br />r----1 4' 25CO PSI CONC. SLAB <br />rt/IJONo. f'oo TrR (T"fP.) <br />1-#$ CONT (T"fP.) <br /> <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />FASTENER TO BE DETERMINED <br />BASCO ON CONSTRucnON OF <br />HOST STRUCTURE <br />1'0 S.M.S. X I 1/2" 0 8" <br />0, C, IN TO WOOD <br />J2B <br />(2) I/O 0 /6" O.C. INTO WALL STUDS <br />J2B <br />(2) f'O X 2" 024" O.C. THRU <br />J/4 (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />J2B <br />1/4"' TAPCONS " 8" O. C. STACCERCO INTO CONC. <br />W/IIO S,M.S. THRU REC. HEADER INTO PAN BOTTOM <br />tK2.II.:. I 1/4. MIN. EMBCOMENT INTO CONC, <br />1 1/2" MIN. EMBeDMeNT INTO 1Kl0D <br /> <br />* RePLACE ALL OETERIORA nNC <br />WOOD; w/ FASCIA SECURCO <br />TO RAFTER (TRUSS) TAILS <br /> <br />* FOR IKlOO DeCK: USe I/O SCREW <br />X J" LC. (THRU IKlOO DECK INTO <br />BeAM OR HeADeR) 0 24" O. C. MAX.) <br />USE (2) 110 X J" " EA. POST <br /> <br />CLIP A TTACHMENT NOTES <br /> <br />CAPRI CLIP: <br />USE (2) L /" X /" X ,060" W/ (2) <br />//0 X J/4" TrKS INTO EA. FACE <br />J2B <br />CASTLE CLIP: <br />L / 1/2" X 2 1/8" X .050" REe. CHANNeL <br />w/ (4) I/O x J/4" TEKS INTO BEAM OR opeN BACK <br />&r (2) 110 X J/4" TEKS INTO EA, S.M.B. OF COL, <br /> <br />THIS STRUCTURC HAS BCCN DCSlCNCD IN <br />ACCORDANCC 'MTH THE '97 STANDARD BLDC. <br />CODE 'MTH ALL RE...,SIONS TO <br />CHAPT. 1606 FOR I/O IJPH 'MNO Vf:LOClrr <br />\ltVD AFTrR 2-1-01 <br /> <br />OA...,D NORRIS ENGlNEERINC <br />1/2 COLCMAN RD. <br />'MN TrR HI. Vf:N, fl. JJ880 Pg. 2 _ [ <br />(86J) 299-1048 <br />