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<br />12"
<br />
<br />"'"
<br />
<br />12' WIDE x VARJOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
<br />
<br />Table 7,1.1: Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H.14 or H-25
<br />
<br />:-r:TToFllT""i""~~ i-\ls.ef' Panels
<br />, Open BUildings I ct1closed oUllIJlngs
<br />Nlnd I Applied L Ovemang Condition v'llnd i Applied i (]vemang Condition
<br />I RegIon I Load I N01'ie-;1'"-<lI2"OIT~ RegIon I Load I~E I 1 -0" ,:qo-;-J"-o'
<br />1'0Df~7 6',3"' '3'"-7"'T7.' I 6'-<l I 10'~;r;:r.r-~C "J ,-J r.;;
<br />[lTIP,l?:'R:"i2 I' 0-217~3'4""I9':~'O:.l ~3,.--p.; 4,10" ,.'1 r-,
<br />j12lJ\l: " .9" I ~.1 I 7-OT1Nlil: . I .
<br />~~5T ' 0.., n .., ,
<br />j14O>l.~3~, , o.
<br />
<br />
<br />C os.e U\ HV~S
<br />pp Ie I e ang on I on
<br />Load
<br />
<br />I ~_
<br />I I I '$,)
<br />
<br />"'i I ~~'~bB
<br />:-~ ~; I ~~: ~ '
<br />
<br />c ose Ul lngs
<br />I e ang on I on
<br />r~a'Ejl'"WTY-ll"T
<br />! o.J I '0.0 {.:; r::f-~ 1{].
<br />I 1":1-
<br />S". J-
<br />:l 'O-J '0
<br />,. ..,
<br />
<br />EiiClO"SeQaulldlngs
<br />
<br /> e ang on I on
<br /> ,'-0" I ,.(J' Y.(J' 4'
<br /> :;." I c-ll)
<br />I 0 o. "0 0' -0
<br />I 0-<:> ,- 0,
<br />I 0- -. I ,. -<:> I
<br />I 5-3" 5
<br />
<br /> I on
<br /> Y-o" 01"
<br /> -,
<br /> -<:>
<br />~
<br /> cose UI lngs
<br />on I on ye ang on I on
<br /> -ll"T' .(J' I J".(J' 01"
<br /> .,
<br /> ..,
<br /> o.
<br /> 0'"
<br />
<br />Note: Total roof panel 'Mcth = room 'Mdth plus 'Nail ',.,.;d!.h ph.is o'~arq.
<br />
<br />I
<br />. -0" i
<br />74"1
<br />
<br />[1 f
<br />I !
<br />, , 12" .,f
<br />
<br />12' WIDE X 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
<br />SEE iNDIVIDUAL PANEL SPECIFICATION (IN TABLES) FOR ALLOY AND THICK.....ESS
<br />
<br />Table 7.1.2: Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H,14 or H-25
<br />
<br />13" . 12". O.OW' Riser Panels
<br />I Open BUIldings
<br />Wind I Applied: Overhang Condition Wind
<br />Region , Load I NONE! 1'-0" i Z-O" I :r.o" 4-Q" I Region
<br />: 102 :.I.P.M. I 17 I' ".1,' i '2'.,' I 1Z.7" 'Y-4" 14'..": 102 If.P.M, I
<br />1110 .\l.P.M.: 20 I 1(].1" i 1,'.2" 1"'-8" 1Z-6" '~.r: '10 :.I.P.M, :
<br />, '20 :.I.P.M_ i 23 1 (]-5" ! 1(].'" 11'.10" 11Z.',' 120 :.I.P.M,
<br />1'25 :.I.P.H_' 26 9',10" 1(],S' 1,'-4" 'Z-6" 125 :.I.P.H. I
<br />1<W M,P.H. i 32 I 3"."" g"r 1(]_i i ,,'.10" 1.s.o M.P.H. I
<br />
<br />I Y' . 12" x O.ON' Riser Panels
<br />I Open BUIlding.
<br />I Wind I Apolied I _:--, _?v.:.~_,~" ~9 Condition
<br />L~egio~ L.oad: ~IONE ';'~' It..... 'S.o"
<br />1iD2 <l.P.H, 17 I 'Yo"~. 14'-1' 14,5" 1S-2"
<br />1"0 M.P.H. 20 ',-1if "'-2"
<br />120 :.I.?H. 23 11','," 1Y-4"
<br />'25 :.I.P.H. 26 'Z,9"
<br />140 :.I.P.H. I J2 11'-9"
<br />
<br />
<br />Enclosed Buildings
<br />
<br />Overt',ang Condition
<br />,'.(J' I z.{)" i Y-o"
<br />g-4" g.11'
<br />~-6" '1-J"
<br />7'.1'" I 3"-r;
<br />T-r ~-4"
<br />T-d"
<br />
<br />Wind
<br />
<br />Enclosed- 8uMi ngs
<br />I Applied I Ov-.mang Condition
<br />Load i-'JbNET;,.(",7TTJ)",; ]..f)" 1- 4~
<br />'n i '(].15' 1'(]"O"~' I ,z.J" I 13'-4" ,
<br />35 g.f!' 9'.11" I 1C"-6' 11',5" l,z.r
<br />.'~9'-2"I9"'C"i'(]'~
<br />45 ~-r; ~-9" I 9'-5" 1(].5" 11'.15'!
<br />56 I r-f!' 1 7',1" ~.15' i 9'-7 11'-1'
<br />
<br />~q I Region
<br />1f5.(J' i '02 :.I,?H, I
<br />1S,1" I "0 M.?H,
<br />14'-5" , 120 :.I.P.H, :
<br />i '3'.10", 125 M.P.H. I
<br />i 12'."": 140 M.?H.
<br />
<br />
<br />
<br />I 3"' x '2" x 0,032"' Riser Panels
<br />Open Buildings
<br />Appli~d I Overhang Condition Wind
<br />L.oad : NONE 1'.q' 2"-0" ],-0" 4'.(1' Region
<br />17 ! 15'.5'" is-6''' is.,," 16'-6'" 17-4- 102 M.P.H.
<br />20 I ~4'.2" 14'-4" 14'.~ '5.5" I :'O.~ ':'0 M.P.H.
<br />23 '~.3" 13'.5" 13'.10" I "'-Q' I 'S.15' I 120 :.I.?H.
<br />26 "2'.5'" ,z.r '3".'" : '3',,0" 14'.'0" I 125 ~.P.H. i
<br />32 11'-3" 11'-5" "'-11"1 1Z.9" 1~.7
<br />
<br />Enclosed Buildl ngs
<br />Applied
<br />Load
<br />29
<br />35
<br />.,
<br />45
<br />56
<br />
<br />Wind
<br />Region
<br />102 M.PH, I
<br />110 :.I.P.H.
<br />120 .\l.P.H, I
<br />125 If.PH.
<br />140 .11.P.H.
<br />
<br />'2..5'"
<br />"'-il"
<br />
<br />Note: Total rod ~Mdth = room MdtI1 plus 'Nall MdtI1 plus c'.erhang.
<br />
<br />Table 7.1.3: Allo"/able Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H-28
<br />
<br />IJ" . 12" x 0.019" FUSerPanel.
<br />I open Ul lngs
<br />tn pp Ie : ve ang n I on
<br />Region Load; ~ i
<br />i -~5-"'15'"
<br />:2~7. 3"4" 14'.,.' 15.,'
<br />
<br />~:
<br />. []', 'Z.d" ~3.
<br />o. ,
<br />
<br />~8ulldjn9S
<br />In I PP Ie Overhang COndition I
<br />Region load . C I'.(J I ~1"~q-,
<br />
<br />I :~zuxt-IT*r i ~f i jr I 1~.
<br />,'Ir];f'2f' - ,if I 1C'-0 I 11-4 I '2-<:> ,
<br />
<br />,~ . . '..,: I :'C':;: \"-.~: I
<br />
<br />. _ ,;;...r~r'7" I T-1ff I 6'-7"T9'.e" 1".1" I
<br />
<br />
<br />lngs
<br />e ang
<br />
<br />c ose
<br />
<br />UI Jngs
<br />
<br />In I pp Ie ve ang on I on J
<br />RegIon load E I ";! ~~~.! ~~ ~~
<br />; ; ~o. . a~~~1 j~~ i ;~~:-~:I}IHf
<br />z:,-;nr-~-~~ ~~ I ~~ I ;~; ~ I
<br />
<br />n I on
<br />
<br />oI".(J'
<br />-s:TD"".
<br />
<br />'Z~~ 13'.7'"
<br />-<:>
<br />
<br />Note: Total rOO ~a 'Mdth = coom \'o1dt11 ;>us 'NaJlMdtn plus c,",mang.
<br />
<br />J
<br />
<br />l
<br />
<br />12.00"
<br />
<br />INDUSTRY STANDARD CLEATED ROOF PANEL
<br />
<br />Table 7.1,4: Allowable Spans for Industry Standard Cleated Panels for Various Loads
<br />Aluminum Alloy 3105 H"14 or H'25
<br />
<br />
<br />lea.e 3nelS
<br /> on I on In on I on
<br /> ,.
<br /> ,.. 'oQ .., .1
<br /> cose UI lngs
<br /> e ang on I on
<br /> .11 ,1
<br /> J5 ,.J" 7-Q~ <'-3 3.~ 'Q".~"'1
<br /> 0'
<br />open UI lngs cose UII u:v,;s
<br /> ye ang on I on In e ang on I on
<br /> I Region
<br /> '0 Z.." 13,1(]' I 102 :.I, -<:>
<br /> ,. 1 , I I
<br /> WY. I ,OQ
<br /> -4 1 1 1 1 .1 1 nl:~ o. ,
<br /> ., , .?H, 56 '3'". ooQ .,
<br />
<br />
<br />~ote:
<br />
<br />Totat root panel 'Mdtn = rocm 'Mdth pjus 'HatJ 'Mdth p~LJS c'...emaflg.
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<br />SHEET
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<br />78
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