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<br />'RC AWIJ, PANS
<br />110 X I 1/2" S,IJ,S,
<br />0, C, IN TO 2 X 4 PLATe
<br />
<br />s~oPC
<br />1,1IN,
<br />II." ;rf,
<br />
<br />
<br />OPTIONAL SHEARWALLS FOR:
<br />.-
<br />
<br />
<br />SECURC ALUMINUM PANS TO TOP PLA TF
<br />or (NO WALL w/ /10 x 1 1/2" S.u,s. 2
<br />12' o.c, (ANO S€CURC (NO WALL 1f'rT.
<br />STUO ro HOST STRUCTURe w/ /10 x J"
<br />. 12' o,e.)
<br />
<br />HOTF: OHL Y SHEAR WALLS. LOAD BEARINC
<br />WALLS REQ(JIRe HURRIC4Ne STRAPPING
<br />HURRICAN( CUP T. . I, or CA, WALL STUD
<br />. 24" 0. C. (MAX.)
<br />USE SHCARWALL STORM BRACE -X PI. rTFRN
<br />MtTH M.H. ST1fAPP/NG W/ (I) 5d . CA, STUD,
<br />(OR)
<br />USE STORM BRAce 1/6' TH(RIJOPL r '* NAIL CO
<br />peR Uf'C.. spec'.. w/ HURR, CLIPS PCR ABOI'f
<br />
<br />6'
<br />"'AX,
<br />
<br />D8L. 2',,4' TOP PLATF
<br />(I) 2" X 4' (IF COHT,)
<br />2",,4" Il<XlO STUO
<br />WALL 24" O,C,
<br />
<br />5/'" nil MOOO SlC/NC OR
<br />>1Nlt OR ALUU, SlMG OI'fR 1/2' PL Yo W/ 5d
<br />. '"/12" o,e. eDces /INTFRU,
<br />" . J" O,C, TU . ALOHC ALL HeADeRS. PLATFS
<br />(FOR SH(AR . UPLIFT) REPLAceS HURR, CUPS
<br />J/6" 011.. COHe. A,I, OR 1/4"' TAPCOHS
<br />. 24" O,C, (2" "'IN, eMBCO,)
<br />
<br />2 "x4" p, T. Il'OOO PLA TF
<br />
<br />SECURC ALUU. PANS
<br />w/ (J) /10 S.U.S,/1>AN . $" oPE
<br />O,C, (hP, . eA. tND) ,.. Sl.
<br />Iol""
<br />/4";rr,
<br />1,
<br />
<br />
<br />.', ,.
<br />
<br />NEW OR CXISnNG
<br />4' 2500 PSI CONC, SLAB
<br />
<br />
<br />SECURE ALU"'IHUIJ PANS TO TOP Pu. rr
<br />or 010 WALL (AND 010 WALL I'fRnCAL
<br />ro HOST STRUCTURC) W/ /10 X 2' s.IJ,S
<br />. 24" o.c,
<br />J" STRUCTURAL ALUM,
<br />ROOF SYSTDI (T'tP,)
<br />
<br />. --- BEAU
<br />
<br />," X 2" PURUN)
<br />
<br />rTG, DCTAlL
<br />';C I-H
<br />
<br />
<br />T'tP, )
<br />
<br />· FOR WOOD DECK
<br />(SEE NOTE BELOW)
<br />
<br />ROOF A TTACHMENT NOTES
<br />
<br />* FOR IK>OO OfCK: USf 110 SCRfW
<br />X J" LG, (THRU 1+000 OfCK INTO
<br />Sf AM OR HfAOfR) 024" O,C, MAX,)
<br />USE (2) lID X J" 0 fA, POST
<br />
<br />CLIP A TTACHMENT NOTES
<br />CAPRI CLIP:
<br />USf (2) L I" X I" X ,060" W/ (2)
<br />110 X J/4" TfKS INTO fA, FACf
<br />t2B
<br />CASn.f CLIP:
<br />L 1 1/2" X 2 1/8" X ,050" RfC. CHANNn
<br />W/ (4) lID X J/4" TE:KS INTO SEAM OR OPEN SACK
<br /><< (2) "0 X J/4" TE:KS INTO fA, S,M, 8, OF COL,
<br />
<br />FASTE:NER TO 8[ DU[RMINfO
<br />8).,S[D ON CONSTRUCnON OF
<br />HOST STRUCTUR[
<br />"0 S,M,S, X I 1/2" 0 S"
<br />0, C, IN TO WOOD
<br />t2B
<br />(2) 110 0 10" O,C, INTO WALL STUOS
<br />t2B
<br />(2) ('0 x 2" 0 24" 0, C, THRU
<br />3/4 (MIN,) FASCIA INTO TRUSS OR
<br />R).,FTE:R T).,ILS
<br />t2B
<br />1/4"' T)"PCONS 0 8" O,C, STAGGERfO INTO CONC,
<br />W/ l'~ S,M,S, THRU R[C, H[AOER INTO PAN BOTTOM
<br />I::.I.Ill1:. I 1/4' MlN, [MBEDM[NT IN TO CONC,
<br />1 1/2" MIN, [MBEDMENT INTO WOOO
<br />
<br />* R[PL).,C[ )"LL O[TE:RIORA nNG
<br />WOOO; W/ FASCIA S[CURED
<br />TO RAFTE:R (TRUSS) WLS
<br />
<br />THIS STRUCTURE H).,S B[[N D[SlGN[D IN
<br />).,CCORO).,NCE IWTH THE '97 STANO).,RO BLOC,
<br />CODC WITH )"LL REVISIONS TO
<br />CHAPT. 1606 FOR 110 MPH WINO VFLOCITY
<br />VOiD ).,FTE:R 2-1-01
<br />
<br />D)" Y1D NORRIS CNGlNEeRING
<br />112 COLEMAN RD,
<br />'MNTE:R HA'rf:N, Fl., JJ880 Pg, 2 _ [
<br />("J) 299- 1048
<br />
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