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<br />SCCfJRE ALUMINU/J PANS TO TOP PLA TE <br />or [NO WALL W/ /10 X 1 1/2. s./J.s. 2 <br />12. o.c. (AND SCCfJRE END WALL lOT. <br />STUD TO HOST STRUCTURE W/ /10 X J. <br />. 12. o.c.) <br /> <br />"Rf ALUM. PANS <br />"0 X I 1/2' S.M.S. <br />O.C. INTO 2 X 4 PLATC <br />S~oP' <br />Kf.1ol1/'l. <br />1/4'1' <br /> <br /> <br /> <br />8' <br />MAX. <br /> <br />DSL. 2'x4. TOP PLA TC <br />(I) 2' X 4' (Ir CONT.) <br />2'x4' lIOOO STUD <br />WALL 24' D.C. <br />$/'. nl/ lIOOO SlOINe QIf <br />\o1Nl1. QIf ALU/J. SIDING OIo€R 1/2. PL Yo W/ Id <br />. './72' O.c. Eoca / INTER/J. <br />.. . J' D.C. TIl6 .. ALONe ALL HCADCRS .. PLATCS <br />(rOff SHCAR .. UPUFT) REPLACCS HURR. CUPS <br />J/" 0114. CONC. A.B. Off 1/4.' TAPCONS <br />.24' o,e. (2. /JIH. C/JSED.) <br /> <br />lIOOO pLA TE <br /> <br /> <br />NOTE: ONL Y SHCAR WALLS" LOAD B[ARING <br />WALLS REOUIRC HURRICANE STRAPPING <br />HURRICAHE CUP r. .. B. OF EA. IrALL STUO <br />. U. o.e. (MAX.) <br />use SHCARIrALJ. STQlfM BRACC-X PATTERN <br />MlTH /J.H. ST1fAPP/HG W/ (I) IJd . EA. STUO. <br />(QIf) <br />use STQIf/J BRAce 1/8' TH[RIJOPL Y .. NAILfO <br />PER /JFC., $P[C'.. W/ HURR. CLIPS PfR ABOIot' <br /> <br />SECURE ALU/J. PANS <br />w/ (J) ~IO S./J.S./1'AN · $. oPe <br />O. c. (trl>. . EA tHO) ...11'1. Sl- <br /> <br />t/,,'jfl. <br /> <br /> <br />. . <br /> <br />rrc. OfT,AIL <br />';( I-H <br /> <br />NEW QIf EXlSnHe <br />4' 2$00 PSI CONe. SUB <br /> <br />. ....-";l!l.. <br />'~'14f$~ <br />. - - . . \. <br /> <br /> <br />SECfJRE ALU/JINUM PANS TO TOP Pu. TC <br />OF eND WALL (AND fND WALL 'rE'RneAl. <br />TO HOST ST1fUCTURE) W/ flO x 2' 5.1J.S <br />.24. o.e. <br /> <br />J' STRUCTURAL ALU/J. <br />ROOF SYSTEM (TYP.) <br /> <br />. --- BCAI.( <br /> <br />ATTACHeD. TIdI w/ C>>RI CLIP <br />QIf CA~.7LE CUP (seE Nores BeLOW) <br /> <br />I. X 2. PURUN) <br /> <br />I. X 2. OPCNBACK W/ <br />1/4. OIA. CONe. A.B. 0 24. D,C. (MAX) <br />(I) A.S, . CA. POST (2' MIN. EMBED. - TYP.) <br />QIf 1/4.' X J 1/4. TAPCON <br /> <br />.J ..~'~.:J,:\'.~'~:J>. · FOR WOOD DECK <br />1 ::/~ ';.:.:..' (SEE NOTE: BELOW) <br /> <br />I 8' I NEW QIf EXISnNG <br />r---1 4' 2$00 PSI CONe. SLAB <br />",Al0N0. rooreR (TYP.) <br />I-~ CONT (TYP.) <br /> <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />FASTfNER TO. BE DETfRMINfD <br />BASfD ON CONSTRUCnON OF <br />Ho.ST STRUCTURE <br />110 S.M.S. X I 1/2. 0 8. <br />0. C. IN TO. WOo.D <br />.QB <br />(2) 110 0 16" D.C. INTO, WALL STUDS <br />.QB <br />(2) fl0 X 2" 024" D.C. THRU <br />J/4 (MIN.) FASCIA INTO, TRUSS DR <br />RAFTfR TAILS <br />.QB <br />1/4 " TAPCDNS 0 8" D. C. STAGGERED INTO, CONC. <br />w/ l'D 5.M.S. THRU REC. HEADER INTO, PAN Bo.TTDM <br />t:1JllL.. I 1/4. MIN. EMBfDMENT INTO, CONC. <br />I 1/2. MIN. EMBfDMENT INTO, WOo.D <br /> <br />* REPLACE ALL DETfRIORA nNG <br />WODD; w/ FASCIA SECURfD <br />TO. RAFTfR (TRUSS) TAILS <br /> <br />~",. ': ~ 1~ ~;iY.~} 51 . <br /> <br />* FOR WOOD DECK: USE 110 SCREW <br />X J. LG. (THRU WOOD DECK INTO, <br />BEAM OR HEADER) 0 24. 0.. C. MAX.) <br />USE (2) /10 X J. 0 EA. Po.ST <br /> <br />CLIP A TTACHMENT NOTES <br /> <br />CAPRI CLIP: <br />USE (2) L I" X I" X .060. W/ (2) <br />/10 X J/4" TfKS INTO, EA. FACf <br />fJf1 <br />CASTLf CLIP: <br />L I 1/2. X 2 1/8. X .050" RfC. CHANNn <br />W/ (4) /10 X J/4" TfKS INTO, BEAM OR DPEN BACK <br />de (2) /10 X J/4. TfKS INTO, EA. S.M.B. o.F Co.L. <br /> <br />THIS STRUCTURE HAS BEEN OESlCNeD IN <br />ACCDRDANCE 'MTH THE '97 STANDARD BLDC. <br />COOE 'M TH ALL RE'v1S1ONS TO. <br />CHAPT. 1606 FOR I/O MPH 'MND VE:LOClrr <br />1'0'0 AFTE:R 2-1-01 <br /> <br />DA ~O NORRIS ENGlNEERINC <br />112 COLEMAN RD. <br />'MN TfR HA \If:N. FL. JJ880 P 2 E <br />(86J) 299-1048 g.- <br />