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<br />'RC "'LWI. PMIS <br />I/O X / 1/2' S.iI.S. <br />O,C. INTO 2 X 4 PLAT'E <br />S~oPE <br />lolJ~' <br />1/4' /fl. <br /> <br />ROOf' A TTACHUENT <br />(seE Norrs BELOW) <br /> <br /> <br /> <br />seCURE ALUU'NUU PANS TO TOP PLA TE <br />or EHO WALL w/ /10 X / //2' S.U,$. 2 <br />/2' o.c. (.4H0 seCURE EHO WALL 1'E7lT. <br />STUO TO HOST STRUCTURE w/ /10 X J' <br />. /2' o.c.) <br /> <br />Norr: OIVL Y SHEAR WALLS 4: LOAD BO.RING <br />WALLS REOUIRE HURRICANE STRAPPING <br />HURRICANE CUP T. II I. or O. WALL STUD <br />. 24' O. C. ("AX.) <br />use SHE.A.RWALL STORU BRACC-X PA rTr:RN <br />'MTH U.H. ST1fAPPIHC 11'/ (I) &J . CA. STUD, <br />(OR) <br />use STORJI BRACC 1/" THERJlOPL r .t ,.WLCD <br />PER It/FC" SPEC'" W/ HURR. CLIPS PCR A80Vf <br /> <br />,. <br />IJAX, <br /> <br />D8L 2'x4' TOP PLATE <br />(I) 2' X 4' (IF COIVT.) <br />2'x4' HOOO STUO <br />WALL 24' O. C, <br /> <br />5/" nl/ HOOO SIDING OR <br />\011'111. OR ALUIt/. SlOIHC O\o("R '/2' PL Yo W/ u <br />. ,'/72' O.c. EOCC$ / INTERIt/, <br />4: . J' O,C. TU 4: ALOIVC ALL HEAOERS It PLATES <br />(FOR SHEAR It UPUf"T) REPUceS HURR. CUPS <br />J/" 01,1" COIVC. A.B. OR 1/4" TAPCOHS <br />.24' D.C. (2' JlIN, Elt/BEO.) <br /> <br />2'x4' P.T. HOOO PLATE <br /> <br />seCURE ALU/J. P.4HS <br />W/ (J) 110 s./J.s,,;1'.4H . " oPE <br />O. c, ('rr1>. . EA. EHO) .. SL <br />loll'" <br />II.' Jf1. <br /> <br /> <br />~rc DerAIL <br />';c l-H <br /> <br />NEW OR EXISnNC <br />4' 2500 PSI COHC. su.B <br /> <br /> <br />seCURE ALUIt/INUJI PANS TO TOP pu, T'E <br />OF tHO WALL (AND END WALL VfRnCAL <br />TO HOST STRUCTURE) W/ 110 x 2' s.",S <br />. 24' D.C. <br />J' STRUCTURAL ALU/J, <br />ROOf' SYSTEU (TYP.) <br />, --- BCI.U <br />ATTACHED. T4/J 11'/ CAPRI CLIP <br />OR CA~.n.c CUP (seE HOTES BELOW) <br /> <br />" .. <br /> <br />/' X 2' PURUH) <br /> <br /> <br />TYP.) <br /> <br />" FOR WOOD DECK <br />(SEE NOTE: BELOW) <br /> <br />* <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />* Fo.R WOOD DECK: USE //0 SCREW <br />X J" LG. (THRU 1+000 DECK INTO. <br />BE,4,M OR HE,4,DER) 024' D.C. M,4,X.) <br />USE (2) //0 X J' 0 E,4" Po.ST <br /> <br />CLIP A TTACHMENT NOTES <br /> <br />C,4,PRI CLIP: <br />USE (2) L /" X /" X .060' W/ (2) <br />//0 X J/4" TF:KS INTO. E,4,. F,4,CE <br />J2B <br />C,4,STtE CLIP: <br />L / 1/2" X 2 1/8" X .050" REC. CHANNEL <br />W/ (4) //0 X J/4' 7f:KS INTO. BEAM DR o.P[N BACX <br />c:t (2) //0 X 3/4' 7f:KS INTO. EA. S.M.B. o.F Co.L. <br /> <br />FASTfNER TO. BE DE7f:RMINED <br />BASED ON Co.NSTRUCnON o.F <br />Ho.ST STRUCTURE <br />lID S.M.S. X / 1/2" 0 8" <br />0. C IN TO. WOo.D <br />J2B <br />(2) I/O 0 /6" o..c. INTO. WALL STUDS <br />J2B <br />(2) {IO X 2" 024" D.C. THRU <br />3/4 (MIN.) FASCIA INTO. TRUSS DR <br />RAFTfR TAILS <br />J2B <br />1/4" TAPCo.NS 08" D.C. ST,4,CCERED INTO. CONC. <br />w/ //0 S.M.S. THRU Rec. HeADeR INTO. PAN Bo.TTo.M <br />I::K2IL 1 1/4" MIN. EMBEDMENT INTO. CONC. <br />/ 1/2' MIN. eMBEDMENT INTO. WOO.O <br /> <br />* R[PLACE ALL OE7f:RIOR,4, nNG <br />wo.o.D: w/ FASCIA SECURED <br />TO. RAFTfR (TRUSS) TAILS <br /> <br />THIS STRUCTURE HAS 8[EN DESIGNED IN <br />ACCORDAHCE 'MTH THE '97 STANDARD SWG, <br />CODE 'MTH ALL REVISIONS TO. <br />CHAPT. 160.6 FOR I/o. MPH 'MND VFLOCITY <br />VCA'D AFT'fR 2-/-0.1 <br /> <br />0,1, VlD NORRIS ENGINEERING <br />1/2 COLEMAH RD. <br />'MH T'fR HA ~N, f1.. J388D <br />(863) 299-10+8 <br /> <br />Pg. 2-[ <br />