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<br />STANDARD COMPOSITE'ROOF PANELS <br /> <br /> <br />STANDARD COMPOSITE: ROOF PANELS X 48" WIDTH <br /> <br />(DEFLECnON = 1/80 MAX,) MAX. ALLOWABLE SPANS <br /> pA/mAll.Y ENaUBJ/fHJ ENCLOSED <br /> " ~ EQUAL " ~ EQUAL <br />'/JEPTH 1H/CXNE5S '1) SPAll 'ANS (1) SPAN 'ANS <br /> WlNn RP, nN <br />3" .024" 11'-5" 12'-9" 10'-9 12'-0" <br />.030" 13'-5 15'-1" 12'-9' 14'-3" <br />4" .024" 13'-2' 14'-9" 12'-5 13'-11" <br />.030" 15'-2' 15'-11" 14'-4 /6'-1" <br /> IAl1ND . RFI ION <br />3" .024" 10'-4 /1'-7" 9'-11" 11'-1" <br />.030" 12'-3' 13'.-8" 11'-9" /3'-1" <br />4" .024" 11'-11 13'-4" 11'-5" 12'-9" <br />.030" 13'-IC " 15'-5" 13'-2' 14'-9" <br /> '>:rUlO/... WlNn RFr./ (W <br /> .024" 9'-8" 10'-g" 9'-2" 10'-J" <br />J" .OJO" il'-5" 12'-9" 10'-IC " 12'-2" <br /> .024" 11'-2" 12'-5" 10'-7' 11'-10" <br />4" .OJO" 12'-10 " 14'-4" 12'-J' 13'-8" <br /> . UANn RFr.ION <br />J" .024" 9'-4" 10'-5" g'-O" 10'-1" <br />.030" 11'-0" 12'-4" 10'-8' 12'-0" <br /> .024" 10'-9' 12'-0" 10'-5 11'-8" <br />4" .OJO" 12'-5 13'-10" 12'-0 lJ'-6" <br /> <br />ROOF A TTACHMENT DETAIL <br /> <br />- <br /> <br />FASTENER TO BE DETERMINED <br /> <br />HOST STRUCTURE <br />#10 S.M.S. X 1 1/2" @ 8" <br />0, C. INTO WOOD <br />QB. <br />(2) #10 <rP 15" O.C. INTO WALL STUDS <br />QB. <br />(2) #10 X 2" <rP 24" O.C. THRU <br />3/4" (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS * <br />QB. <br />1/4"16 TAPCONS <rP 8" O.G:: STAGGERED INTO CONC. <br />W/ #10 S.M.S. THRU REC. HEADER INTO PANEL BOTTOM <br />!iQ.K;.. 1 1/4" MIN. EMBEDMENT INTO CONC. <br />1 1/2" MIN. EMBEDMENT INTO WOOD <br /> <br />* REPLACE ALL DETERIORA TING <br />WOOD; W/ FASCIA SECURED <br />TO RAFTER (TRUSS) TAILS <br /> <br /> <br />#10 SMS (OR 1/4" LAG) <br />W/l" 16 (MIN.) WASHER" 12" O.C. <br />(1 1/2" MIN. EMBED IN WOOD) <br />MIN. SLOPE: 1/4"/FT. <br />....... <br /> <br />ROOF PANELS <br /> <br />[3" OR 4", OR <br />3"/4" RECEIVER <br />GUTTER \ <br /> <br />I <br />, <br />I <br />, I <br /> <br />L #1;;;/~" @ <br />12" O.C. TOP <br />AND BO TTOM <br />WOOD OR <br />ALUM. <br /> <br /> <br /> <br />. ~ ::' <br /> <br />NOTE. <br />1, MAX, PANEL SPAN HAY BE INCREASED <br />6' FOR EA. l' OF O. H. <br />(HEASURED TO OUTSIDE OF GUTTER) <br />2, PANELS HAY OVERHANG 1/4 OF SIHPLE SPAN <br />(UP TO 4' MAX) " <br />3. SPANS MAY BE INCREASED l' -0' IF' <br />OUTSIDE EDGE SUPPORT ([3' OR [4') IS USED <br />ON BOTH END PANELS <br /> <br /> <br />OPTIONAL #10 <br />(UNDER OVERHANG) <br /> <br /> <br />#10 @ 6" O.C. <br />STAGGERED <br /> <br />#1 S.M.S. \ <br />@ 12" O.C. <br />TOP &' BOT. <br /> <br />RIDGE BEAM DETAIL <br />N. T.S. <br /> <br />L (TYP.) <br />. REC. HEADER <br />EXTRUDED <br /> <br />THESE STRUCTURES DESIGNED ~ <br />THE 2004 FLORIDA BLDG. CODE ~ <br />&' CHAP. 6 OF ASCE 7 FOR 110-135 MPH WIND <br />VELOCITY (3 SEC. GUST) EXPOSURE 8. <br />VOID AFTE:R 2-1-07 <br /> <br />DA V1D NORRIS ENGINEERING <br />112 COLEMAN RD, <br />WlNTE:R HA VEN, FL. 33880 <br />(853) 299-1048 P,E. 32186 <br /> <br />Pg. 4-0 <br />