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<br />-' 1: <br />UJ f- <br />Z tl. <br /><: UJ <br />tl. 0 <br />, <br /> <br />r <br />Ii <br /> <br />AlUMINUM SKiN <br /> <br />EPS CORE <br /> <br />SIDE PANEL CONNECT- <br />TIO'<S VARY '00 NOT <br />AFFECT PANEL SPANS) <br /> <br />SELECT PANEL DEPTH <br />FROM TABLES <br /> <br />/--------- - 43. --------/' <br /> <br />COMPOSITE ROOF PANEL [INDUSTRY STANDARD] <br /> <br />Table 7.1.5: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads <br />Aluminum Alloy 3105 H.14 or H.25 1.0 EPS Core Density Foam <br /> <br />-1"'"T'..a.;rmr ?anel$ <br />-- - ---"~31.jldln9$ ----~aul,dlr.gs-- <br />-vlIr1a- APPl'i"e"C ---rrYe~:-:g'C.JiiOi~-;. Wiri~;eo- -~-angCOn~-- <br />Reg'on Load ~~r-O~T~r-O---";J.O! Region Load ~~~~T.v-J~.u- <br />-'r~"'?cr-1~-',"~:-~T4-T:r1r1.\l"p~2r--~. 9-4 ,.... ':-:c <br />,~OV,~ 20 '"f:r-rr-.~7-~'"'J.r--lllj-V.~J~.3 O~ ~~ <br />'2O'J~~2:r--'~~1J.~~~~r~12cr~.i"',H 4' -Q ~.r-".~" . <br />'2S-V,~~i.~~~:--':-., ',..4 "7~l25lV{.~S---~ ::::~ ':l"~ LJ"... <br />~V."X--jz--o:~n~".Q!1:r~~~.r-r--~--;--C-'C--"7".~~c:r <br /> <br />J~..a x ~.v:4""?anels <br />0Peii~ - enclosed t3ulldlf"gS. <br />-Y~.4ppjlej ~["o/"ldjtlon 1~pJled ~-Cond'tJon I <br />,Re~,on Load ,"01'.CjY-O---:-,~Y~.r-~ Re~Ion Load :",,0'<r;--T~7~~~ <br />:'vlr,{.~7j1S:';S 113-3(','~", ';4., '5~1J!~-;:r;::r-:r9~~, 1,,].4 ,,'" ~""J ", I <br />11ijV,~~-o---'~j'l"7-~~j-r-'T-~1-cr1;.{,~j~-;-.~..o--'~-~7r: <br />-~"2t)V,?X-2J ":l 11-1 '~~Y<;T.--n~,p,H. 4' ;""--;---g'".,? ~-:l 1-C--.~ <br />'25:l~2~~~~~"'!'.~251YT.?~S--O:l. ~.:. --;-:lj1'J-2 I 1"1.: <br />-,4l5'l.~r-7~9.~1 '",~ ":~:-.~.~5~~7., 0-4 '-J~ I'C,~~ <br /> <br />-~ ,'( 0",'010 ...anels <br />op:en~~s trclosed 8ulld:ngs <br />--"l,l:l-;-na- .....ppi;ed Uvemang Condrbon I "VIi'i1a-Applled Ovemang Condition <br />Region Load ~~-e--T~7~~-n-1 Region Load ~cr~~~~ J..Q I 4:ur-. <br />,-c2"TJ,P-Y-~'---'-S--~ i:;-~'J ',;.~~~(-;--ltf"Y.~2~7.~~-r-~-~r <br />"'-'iYV ;>X--20--'4~-~,~,~-77111l1if~3s---'~~~.;"Tl'r-T"' <br />-'20'l~2~)~:r.a '..1' '4-...--.-s'-iT'1201if?Kl4,----,C.1 10.4 1;.11 11.": 12.11 I <br />'2~;rr:r-2~~P~..-4 ',<:., ~:>.\.., T2m.~S--:-';'"-e g.~", i7;:, 1':-4 ~2-, <br />~VI'"~J~-:~.~-~~~~;m1wf~5o__::e d.'~ ~~\..<> i~.~ <br /> <br />'~ote <br /> <br />-:;tal r?Q! :a~l 't. "t"1 = rOCf""l ^":~~ ;)jl,..S 'Nail 'N'ct~ ;:;Iu$ c.ert'al">9 <br /> <br />1: <br /> <br />~r <br /> <br />0.0,9' ALUMINUM COVER PAN OR <br />CONTINUOUS ALUMiNUM SHEET <br /> <br />( <br /> <br />#8 X 5/8' CORROSION RESISTIVE <br />WASHER HEADED SCREWS AT 24. <br />O.C. ALTERNATE #8 X 5/8. SMS <br />1"1/'12. DIAMETER WASHER. <br /> <br />~-- ------ <br /> <br />-1"1 <br /> <br />TiPICAL INSULATED PANEL <br /> <br />NOTES. <br /> <br />, INSTALL RIGID FOAM iNSUtATION iNTO AlUMINUM ROOF PAN. <br />2. COVER INSULA.TION WITH 0.0145' PROTECTOR PANEL WITH OVERLAPPING SEAMS. <br />3. INSULA. TION PANEL SHALL BE CLOSED WITH AlUMINUM END CAP TO SECURE PtACEMENT <br />A.ND TO DISCOURAGE THE NESTING OF WILDLIFE A....D OR INSECTS. <br />4. PROTECTOR PANEL WILL BE SECURED BY #8 x Si8' CORROSION RESISTIVE WASHER <br />HEADED SCREWS. <br />5. SCREW PATTERN Will BE '2. ON ALL PERiMETERS A....D 24' 0 C. FIELD 0... EACH PANEL. <br />S. ALUMINUM END CAP WILL BE ATTACHED NiTH (3) #8x~!2' CORROSION RESiSTIVE WASHER <br />HEADED SCREWS. <br /> <br />Table 7, .6: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads <br />Aluminum Alloy 3,05 H.'4 or H.25 1.0 EPS Core DenSity !'oam <br /> <br />--.,.........~"Ol9" Panels <br />open BUI:dlngs -:-I":clo~o BUII~lI'v~s ~ <br />i- "~lf'o--~~-Overhang .:onorr;on---wIr1Q -~pU~-0VCrF:lngLondltlon --I <br />I Re~Ion Load :NONE.-1'-if-2'~3'.()"--4'~ Reg,on ! Load -'Kl"'r;-T.u---7:0--:r:~.u--', <br />102~,P~~f~.~.;.~.~S".~?7"1C':ZV_?-:::r.-:--~~.;1 ~".1' ~.~n~ <br />'10V_~2~n~~~.~ST1l~:~jr---';"';1 :!.'i ~'1-:, <br />'201l,P~2~7.~7-~7-o-Tr.~.~~_p H. " -q~'1.~~".I ~C'-~:J .. I <br />125"M,P~2r---rr:-4 ".0 ',-::--l7~~712:;>;f,~,rr.---:i:5--:- ~-~l.i -~~TJ~.~ <br />"""M.~j~-::'-r-:-'C".5'i'~~~,l;:>X--SO-7.~~o'e 9"-9 ... I <br /> <br />~u,~:-4 r'ane!s <br />o-pen B..lldings E:iiCTOsea 8ulldlng~ <br />,~~ApP!led ~c..ond!tlon ," f'd App\ eO Ovemang ConditIon I <br />Reg,on Load ....O...e-l'-<)~T-<)~Y.i).-4'~ Re~Ion Lead CJO'<e-T~7~)~-lT"-j <br />ln~-v~~~~v~or~741~r-v~~9 ~~ \" I '2~j:~ <br />~O:.l,~2~.2 '': -' '~-~~:S---J-1TO""\T,~~0'"-~~-',' I 'i-:l '2.~1 <br />'"201l,~"21~j-~~~-~.o---'"S"".~"2~,".H 41 :l ., '0.; iC_~ ~~-~ <br />12SV_P~"2~~7-~:r-~'J"-~--;---125V_~S--'1-::> ;j-d 1l,;-..l ,,-~ <br />~1l,~Jr--l"1-2 "-4 '1,'~7-~T.~~~9-~ d-d ~-4 1Q-4 ii-e <br />~~ ,'( ~Panels <br />open~dlngs Ef'closed 8Ulldll"tgS <br />Wind Appl;ed Overhang CondltJon .Vlna ; Appl1eo Overhang ConditIon <br />Reg,on Load .1<I0N-':-,'-<)..---,-- 2'.0, :r-il~.r--<r: Region Lead ,,0'<'r1'q--;-~~.u--', <br />~ll~"\l,Px--l~7-~(:l-Y-'r:.:--1-gr.o---'-;,":S--1n"2T,{.-;:rq--~1'. ~3.o ~,t;-2 '4 '0 ~ <br />:-ll~,~2~~o.~b-~U 'I'~ :=:7--Tro-~.~-J~r--~2-? .~., 1] 471 <br />n,ov.1'x--2J1'5'-~"'~'.TT1S"4-;-;-.~,OM.? H. 41 ,-r:," ','., ..,' ,.. '..22.~' ;, ,.,>:,J <br />n25"V.~"25 ',4-4 ~<:...r; ~4.~'J": fS";--~C:~iS-V:-~~." i~-' - -..J - ~ <br />'~~J~7.-P--~Y-o ~4.3 ,,-~V~R~s.s---~.3 9.1~ ~C-~-~~ <br /> <br />Note: -etal rocf pare....::;.... = r?Om......:-;~ Dl'..;$ ...al ....C".~, O':..S c.er-.ar-; <br /> <br />-l <br />~ <br />::J <br />Z <br />~ <br />C/)~ <br />Wz <br />SQ <br />f-(f)C/) <br />Uw~ <br />::JOCO <br />cr:: (f) ~ <br />f-Wf- <br />C/)a:::r-- <br />W::JZ <br />~ f- 0 <br />~gF= <br />u..cr::U <br />Of-W <br />O(f)(f) <br />O~ <br />s: ::J <br />Z <br />~ <br />::J <br />-l <br />~ <br /> <br />f- <br />~ <br />W ~ N <br />Q..3N <br />CJ)", <br />- ~ -' <br />~ 8 u.. ~ <br /><l.)f-<~ <br />C~6~;g <br />C~s:r--:3 <br /><l.) ~ <: ~~ <br />CO...Oe>r-- <br />. ~ ~ W ... <br />w~5i~ <br /><l.)O::~il:~ <br />()tfj~~u. <br />C~;:;~ <br />"0 <br />~c:l <br />o <br />Ii <br /> <br /> <br />6C <br /> <br />OF <br /> <br />6 <br />