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<br />~I~ I' <br />l <br /> <br />" <br /> <br />r <br />l <br /> <br />" <br /> <br />/'.. <br /> <br />/'.. <br /> <br />/'.. <br /> <br />12" <br /> <br />12- WIDE RISER [INDUSTRY STANDARD) ROOF PANEL <br /> <br />/ <br /> <br />1 <br />f <br /> <br />~[] <br />l <br /> <br />" <br /> <br />EP.S,. CORE <br /> <br />48" <br /> <br />COMPOSITE ROOF PANEL [t-JDUSTRY STANDARD) <br /> <br />I <br /> <br />J <br />l <br /> <br />48" <br /> <br />~ <br />l <br /> <br />" <br /> <br />M <br /> <br />1 <br /> <br />ASS EZ.LOK 3" x 0,024- x 48- ROOF PANEL <br /> <br />l <br /> <br />r <br />1 <br /> <br />If <br />1 <br /> <br />J: <br /> <br />RlGD INSULATION <br /> <br />~ <br /> <br />./'0.. <br /> <br />./'-. <br /> <br />/"'- <br /> <br />W <br /> <br />TYPICAL INSULA TED PANEL <br /> <br />ALI.NH...N SKN <br /> <br />$DE PAte. COtf',ECTlONS VAAY <br />(DO NOT AFFECT PAte. SPANS) <br /> <br />sa.eCT PAte. DEP~ rnot.t TABlES <br /> <br />0.0145" ALI.NH...N COVER PAN OR <br />CONTNJOUS ALI.NH...N Sl-EET <br /> <br />#3 JC 5/8" COAAOSION RESISTIVE <br />WASl-ER H:AOEO SO'lEWS A' 24" <br />0.0. ALTERNATE IS JC 5/8' SMS <br />WI V2" ~ WASl-ER. <br /> <br />NOTES: <br />1. NSTAU. ~ FOAM ~TlON MO ALI.NH...N ROOF PAN. <br />2. COVER ~T1OH WIlli 0.019" PROTECTOR PAtti. WIlli O~ SEAMS. <br />3. NSlUTlON P.&Hl. SHAlL Be CLOS€D WITH ALWH.J.t EW CNJ TO SECU'Ie PlAce.ENT <br />At<<) TO OISCQl.&GE nf! ~SmG CA= Wl.DlI'E At<<) OR NSECTS. <br />4, PROTECTOR P.&Hl. wt.L BE SECU'IED 8Y .S JC 5/8" COAAOSION RESISTIVE WASl-ER <br />H:AOEO SCAEWS. <br />5. SO'lEW PATTERN wt.L BE 12" ON ALl. PERI.ETEflS At<<) 24" 0.0. FElD ON EACH PN-EL <br />8. ALl.t.4NH EN) CNJ wt.L BE ATTAOS> WIlli (3) ISxV2" COAAOSION RESISTIVE WASl-ER <br />H:AOEO SCAEWS. <br /> <br />Table 10: Allowable Spans for Roof Pan Panel Products for Various Loads <br />Industry Standard Products 3105 H,14 or 11-25 Aluminum Alloy <br /> <br />1,Y'" x U" x 0.02&" Panels <br />Open Buildings <br />Applied Overhang Condition <br />Load NONE ,'.o" ~'.o" J'.o" 4'.o" <br />11 r-a' 7'-,,' 6'-7" g'.g' 11'.1' <br />ZO 7'.,. 7'-4,' 6'-'" 9'-J' 10'-8" <br />23 5'-7" 5'.'0' 7'-8" a'-,," '0'-4' <br />Z6 6'-Z" 6'-8" 7'-4" a'-7" '0'-'" <br />32 5'-7" 5'-,," 5'.10' 6'-Z' g'-g" <br /> <br />Applied <br />Load <br />Z9 <br />35 <br />41 <br />45 <br />56 <br /> <br />Enclosed Buildings <br />Overhang Condition <br />NONE ,'.o" 2'.o" J'.o" 4'.0" <br />5'-10" 5'.Z' 7'-1" a'-5" na <br />5'-4,' 5'-8" a'-a" 6'.0. na <br />4'-11' 5'-4,' 6'-4,' 7'.9' no <br />4'-a" 5'-," 6'-Z" 7'-7" na <br />4'-J' 4'-a' 5'-10' 7'-4,' na <br /> <br />Wind <br /> <br />Region <br />'02 M.P,H, <br />,,0 M.P.H. <br />lZ0 M.P.H. <br />'25 M,P.H, <br />'40 M,P.H. <br /> <br /> "Yo "'2 "O.VJC i"anelS <br /> Open Buildings Enclosed Buildings <br /> Wind I Applied OVerhang (.;OnaltJon , Appllea vvernang (;analtlon <br /> Region Load NONE ,'.o" 2'.()" J'.o" 4'.o" Load NONE 1'.o" 2'.o" J'.o" 4'.o" <br />[101lT. ~ , , ".l' I,.:j. 1..'. IO<-<J l. 1~-I1. (-[ .11' g'.Z" 10'-7' <br />110 M,P.H. ZO 5'.J. 5'-8" 9'-l IW-J 1<) J. 0-. 0- -. ,..". 1U"-l' <br />L nu M.~r, l. { .. '-0 9',9. 1".1. . ,-. o. (-<J 5'-4,- na <br />~;~PH_ 2. /"-j' '.fj- "4 . ., /W' .. .... / .. 'v /0".' .-l na <br /> , .~. , J< 0- 10-'. -0 \,., ,."'- ,. I" ,... 0 ..9' na <br /> 1.'!o" x 12" x 0.02&" Panels <br /> Open Buildings Enclosed Buildings <br /> Wind Applied Overhang Condition Applied Overhang Condition <br /> Region Load NONE 1'.o" 2'.o" J'.{)" 4'.o" Load NONE ".{)" Z'.{)" J'.on 4'.{)" <br /> '02 M .P.H, 17 ~'-O' ~'-3- 1"- , IW-V 1l-V .. 0'. 0-. , "- W,' <br /> , 1U N1.~.", lU { ., {CO 6'., 9-0- I -0' J. . -( . I .10' 6'-l- na <br /> '20 M.P.H, 2. .-l- . -. ., ., '-l. '-0' 0<) I T-ll na <br />[l'2nT.P.H, 25 O..fj' 0'-9' ,.. .1v ,.-'. .. .1 ,-4, 04 ... na <br /> 14U N1.~.l"1. J. .1. O'l ,.-4, ,"...- ,. , ., 'W . , '-'- na <br />I 1.'/,,' " 12" x 0.032" Panels <br />I Open Buildings ~8ullalOgs <br /> Wind Applied Overha ng Condition Applied Overhang Condition <br /> Region Load NONE 1'.o" 2'.o" J'.o" 4'-0" Load NONE ,'.o" 2'.o" J'.o' 4'-0" <br /> 102 M.P.H. 17 9'.5' g'-7" ,C'.3" , ".Z" lZ'.o' Z9 7"Z' 1'-8' 6'.J" 9'-4" 10'-9' <br /> "0 M.P.H. 20 6'-a" a'.' ,. 9'-8" 10'-8" 11'-8" 35 6'-7" 6'.10" 7'-a" a'., '" 10'-4" <br /> lZ0 M.P.H, 23 6',,' a'-4," g'.o" 10'-" ,,'.,. 41 6'.," 5'-4,' 7'-J' a'-8" na <br /> '25 M.P.H, 26 7'.7" 7'.10' a'-7" 9'-8" '0'.10" 45 5'.9' 5'.," 7'.0" 6'-4," na <br /> 140 M.P.H, J2 6'.10" 7'.Z' 7'.". g'-,' '0'-4,' 56 S'.Z" "-7" 6'-6' 7'.,," na <br /> <br />Note: Total roof panel width = room width plus wall width plus o..erl1ang, <br /> <br />Table 11: Allowable Spans for Roof Pan Pane I Products for Various Loads <br />Industry Standard Products 3105 H,14 or H-25 Aluminum Alloy <br /> <br />3" " 12" " 0.021" Panels <br />Open Buildings <br />Applied Overhang Condition <br />Load NONE 1'.o" Z'.o" J'.o" 4'.o" <br />17 lZ'.,," 'J'-" 'J',7 14'-)' 15'-)" <br />ZO ,,'.11' lZ'." 1Z'.7" 'J'-4," ,4'-4," <br />Z3 11'.Z" ,,'-4,' 11',10" 'Z'.8' 'J'-g" <br />Z6 10'-6 10'.a" ,".J" 12'.'" 'J'.Z" <br />J2 g'.S" 9'-8' 10'.J 11'.Z" 'Z'.4' <br /> <br />Applied <br />Load <br />29 <br />35 <br />41 <br />45 <br />56 <br /> <br />Enclosed Buildings <br />Overhang Condition <br />NONE ".o" 2'.{)" J'.{)" 4'.{)" <br />9'.,," 10'-," '0'.8" 11'-7" lZ'.9" <br />g'-o' 9'-3" 9'-10' '0'.10" '2'.," <br />a'-4," 6'-7" 9'-J. 'O'-J" , ".7" <br />",. a'-J. a'. 11 " g'-,,' "'.J' <br />1'-Z" 7'.5' a'.z" g'-4," 10'-9" <br /> <br /> <br />Note: Total roof panel width = room width plus wall width plvs olo'erhang, <br /> <br />Table 12: Allowable Spans for Roof Pan Panel Products for Various Loads <br />Industry Standard Products 3105 H.28 Aluminum Alloy <br /> <br />3" x 12"" 0.021" Panels <br />Ope n Buildings <br />Applied Overha ng Condition <br />Load NONE ,'.o' 2'.o" J'.o" 4'-0" <br />I 15'.9 '5'.10 16'.J" 16'-10 17'-8" <br />Z '4'-6" '4'-a. ,5'.,' 'S'-g" 16'-7" <br />Z 1J'-8" lJ'.8" 14'.," 14','0 'S'-g" <br />Z lZ'.9" 12'-',' ,J'-4," 14'-," 15'.0. <br />JZ "'-8 '''-8" 12',Z. 1Z'."" 'J'-"" <br /> <br />Applied <br />Load <br />29 <br />3 <br />41 <br />4 <br />56 <br /> <br />Enclosed Buildings <br />Overhang Condition <br />NONE 1 '.o" 2'.o" J'.o" 4'.o" <br />12',," lZ"J" 12'-8" '3'.0" 14'.0' <br />'0'.".. 11'-Z" 11 '-a" lZ.o" 13'-7" <br />10'.Z' 10'-4,' 10'.11 1,'.9" lZ'." <br />9'-8" g'-,,' '0'.0. 11'-5" 1Z'.7" <br />6'-8' 6'.,,' 9'.7" '0'.7" 11'.10 <br /> <br /> <br />4'.o" <br /> <br />3"" 12" x 0.032" Panels <br />Open Buildings <br />Applied Overhang Condition <br />Load NONE 1'.o" 2'.{)" J'.o" 4'.o" <br /> <br />Applied <br />Load <br /> <br />Enclosed Buildings <br /> <br />Overhang Condition <br />!IIONE ,'.0" 2'.o" J'.o" 4'.{)" <br /> <br />Wind <br />Region <br /> <br /> <br />r./) <br />I- <br />a: <br />o <br />a.. <br />a: <br />c( <br />t> <br /> <br />Note: Total roof panel width = room width plus wall width plus olo'erl1ang, <br /> <br />Table 13: Allowable Spans for Industry Standard Composite Roof Panels <br />Aluminum Alloy 310511-14 or H.25 1,0 EPS Core Density Foam <br /> <br /> <br />Note: Total roof panel width = room width plus wall width plus olo'erhang. <br /> <br />~~~ <br />--~ i. <br />-~ ~ <br />gl~~1 <br />(1) 00(1', <br />III Q....~ <br />uj~~ii <br />g~d~ <br />(1)Sg <br />~g~ <br />. JAN 0 2 998 <br /> <br />,9'( <br /> <br />8 <br /> <br />OF <br /> <br />8 <br />