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<br />R[ ).WM, PM-IS
<br />/10 X 1 1/2" SM, S,
<br />Oc. INTO 2 X ~ PLMf
<br />
<br />S~oPE
<br />
<br />
<br />
<br />'~~r~n"I:.;;;,
<br />
<br />
<br />SECUR< ALUMINUM PANS TO TOP PLA n:
<br />or CNO WALL 11'/ /10 X I 1/2" s'M,S, 2
<br />12" ac, (AND seCURC CNO WALL Yf:RT.
<br />STtJO TO HOST STRUCTUR{ W/ /10 X J"
<br />. 12" O,C,)
<br />
<br />HOn:: ONL Y SHCAR WALLS II LOAO SCARINC
<br />WALLS R<OUIR< HURRICAN< STRAPPINC
<br />HURRICAN< CUP T II 8, OF <A, lI'AU. STlJO
<br />. 24" O,c' (iJAX.)
<br />USE SHCAliWALL STORiJ BRACC-X PA rTrRN
<br />'MTH jJ,H, STRAPPINC w/ (I) &1 . <A, STlJO
<br />(OR)
<br />USE STORM 8RACC 1/~" THCRiJOPL r ct N).IL<O
<br />PCR JJFG.. $P{C'" W/ HURR, CLIPS peR A80Vf
<br />
<br />8
<br />M,<.X
<br />
<br />08L, 2"J(~" TOP PLAn:
<br />(I) 2" X ~' (IF CONT)
<br />2"J(~' I!OOO S TtJO
<br />WALL 2~' 0, c,
<br />
<br />j/," TlII ~ SIDING OR
<br />YlHlt OR ALUJJ, SIDING OYf:R 1/2" PL Y. w/ &J
<br />. 6'/12" O,C, coGt:S /INn:RM,
<br />II . J' D,C, TIl8 II ALONC ALL H<ADCRS Ii PLA n:s
<br />(FOR SHCAR Ii UPUFT) RCPLACCS HURR, CUPS
<br />J/~' OIA, CONC, A,8, OR 1/4"' TAPCOHS
<br />. 2~" 0, c, (2" iJlH, CJJ8CO,)
<br />
<br />SECURC ALUJJ, PANS
<br />W/ (J) ~IO S.M,S,/1"AN · j" oPE
<br />O,C, (h'P, . CA, (NO) H SL
<br />'jfl, )011 '
<br />I/~
<br />
<br />
<br />SCCURC ALUMINUiJ PANS TO TOP Pu, rr
<br />OF CNO WALL (AND <NO WALL Vf!? nc,IJ.
<br />ro HOST STRUCTtJR<j W/ /10 X 2' s.",S
<br />. 24' O,C,
<br />
<br />I!OOO PLA n:
<br />
<br />. ~...
<br />
<br />, '
<br />
<br />eTC D[TAIL
<br />;[ I-H
<br />
<br />N<W OR <XlsnNC
<br />~. 2500 PSI CONC, SLAS
<br />
<br />I" X 2" PURUN)
<br />
<br />
<br />I" X 2" OPCN8ACK w/
<br />1/4' OIA, CONC, A,8, 0 2~" O,C, (MAX)
<br />(I) A,8, . <A, POST (2" MIN, <MMO - TYP.)
<br />OR 1/4"' X J 1/~" TAPCOH
<br />
<br />,. FOR WOOD D[CK
<br />(5[[ NOT[ 8[LOW)
<br />
<br />NCW OR <XIS nNG
<br />~' 2500 PSI CONC, SLAS
<br />w/iJONO, FOOn:!? (TYP.)
<br />I-IJ CONT (TYP.)
<br />
<br />SCREEN ROOM DETAIL *
<br />
<br />ROOF A TTACHMENT NOTES
<br />
<br />* FOR WOOD DECK: USE /10 SCREW
<br />X J" LG, (THRU 1+000 DECK INTO
<br />BE....M OR HE....DER) 0 2-f" 0, C. M....X.}
<br />USE (2) /10 X J" 0 E...., POST
<br />
<br />CLIP A TTACHMENT NOTES
<br />
<br />FAST[NER TO BE DET[RMINED
<br />BASED ON CONSTRucnON OF
<br />HOST STRUCTURE
<br />1'0 SM. S. X I 1/2" 0 8"
<br />OC INTO WOOD
<br />.QB
<br />(2) 110 0 16" o.C, INTO WALL STUDS
<br />.QB
<br />(2) (10 X 2" 0 2-f" o.c. THRU
<br />J/4 (MIN.) FASCIA INTO TRUSS OR
<br />RAFT[R TAILS
<br />.QB
<br />1/4 " TAPCONS 08" o.c. STACCERED INTO CONC,
<br />W/ /10 S,M.5. THRU REC, HE....DER INTO P....N BOTTOM
<br />tiJ2lI.:. 1 1/4" MIN, EMBEDMENT INTO CONG,
<br />I 1/2" MIN. EMBEOMEN T IN TO WOOD
<br />
<br />'* REPLACE ALL DET[RIORA nNC
<br />WOOD: wi FASCIA SECURED
<br />TO RAFT[R (TRUSS) TAILS
<br />
<br />CAPRI CLIP:
<br />USE (2) L I" X I" X ,060" W/ (2)
<br />/10 X J/4" TrKS INTO EA, FACE
<br />.Qf1
<br />CASTLE CLIP:
<br />L 1 1/2" X 2 1/8" X ,050" REC, CHANNEL
<br />W/ (-f) 110 X J/-f" T[KS INTO BEAM OR OPEN BACK
<br /><< (2) /10 X J/4" TrKS INTO EA, 5.M,B, OF COL.
<br />
<br />THIS STRUCTURE HAS BEEN DESIGNED IN
<br />ACCORDANCE 'MTH THE' '97 STANDARD BLOC,
<br />CODe 'M TH ALL ReVISIONS TO
<br />CHAPT. 1606 FOR 110 MPH 'MND Vf'LOCITY
<br />vtA'0 AFTFR 2-1-01
<br />
<br />0,1. VlO NORRIS CNClNf.'f.'RING
<br />112 COLEMAN RO,
<br />'MN TFR HA Vf:N, fl 3J&50
<br />(86J) 299-1().4.8
<br />
<br />P9, 2-[
<br />
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