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<br />I
<br />I
<br />~.
<br />
<br />Table 5: Allowable Spans for Roof Pan Panel Products for Various Loads
<br />lndustsy Standard Products 3105 H.14 or H.25 Aluminum Alloy
<br />
<br />1.Y.M x 12:'.x ~~~:'~a!l~!s_.____ I
<br />Open Buildings Enclosed Buildings
<br />Wlnd-Ap.plled---Overhang Condition ' rApplied Overhang Condition
<br />Region ,LoadN"oNE;",..o:-. - N" 3'-o~.~-o"~ Load NONE. 1'-0" , r-o" ! 3'-0" J 4'-0" ~
<br />. 102li!,,~.=--=-17 ~;i~;;-T!:'1;; ~.7;-1' 9'~9'"-T1,c;t=3s:.=- S'.10". 6'.2"~+- ~.S' na
<br />110 M.P,H.' 20 ,r.l' i r~, 9'.3. I 10'-,!j' I 35 S'-4. ! S'-,!j. , 6'-,!j. '~.(1' na
<br />li~M.P,H-=-f23--r--s.~O" I N' ~.11' 10'-4' 41 4'.\1' i S'-4' \ 6'-4' ! 7'.'l' na
<br />125 M.P,H. 26 1 6'.2" I 6'-6. r-4' ~.7" 10'.'" 45 S'.l' 6'.2" r.7" na
<br />....._.___._. I
<br />ll44M,P,H~32 , S'.7' j S'.ll" 6'.10" i ~.2' 9'.9" 56 4'-,!j' Is'.,O" r-4'
<br />
<br />, 1.Y.M X 12M x 0,032" Panels
<br />Open Buildings Enclosed Buildings
<br />. .Wind-': Applied Overhang Condition Applied Overhang Condition I
<br />Re~ion _ _L.oaj_ NONE -I'~"2~3'-O' i 4'-0" I Loa~. _ NONE 1'-0" ! r-o" ~
<br />102M,P,H,., ~~~~:3:"~10'.10"1 12'.(1' 1~9_~L!::~:JJ'1"I, 9'.2' 110'.7" I
<br />110M.~,H~_.~~_~3':'~~.:6_' 9',2' i 10'.3' 1 '~35 6'.3. 6'.7" r-s" ~-,!j' 10'.2" I
<br />, 12~M!"H:.:"'..2~_---2'.~1' I 8'-,!j. : 9'.9" i '1'.'" 41 S'.9" 6'.1' r.(1' ~-4.' na ]
<br />125 ~P'~'._. 26 r.3. ! 7'-6. I ~-4" E~'~ 45 S'-6. S'.10" , 6'.10"' ~.2"
<br />140 M,P,H.' 32 6'.7" ! 6'.'0" , 7'-,!j' j ~,"', 10'-4": 56 4'.11" ,S'-4. 6'-4. 1'.9'"
<br />
<br />1.'I.M X 12" x 0,026" Panels
<br />-.-.-------
<br />Open Buildings Enclosed Buildings
<br />- . wirid~pplied ' Overhang Condition I Applied Overhang Condition
<br />Region Load NONE' 1'-0" r-o" 3'-0" 4'-0" Load NONE 1'-0' __ ~~:. ,_ ~'~~
<br />102 M.P,H. ..'1 ~-O. ~.3"' if.,,; '1i7~;-12'~- -- 29' -6'.2' 6'.5" 7'-4" ~.7"' 10'.'"
<br />110 M.P,H. 2.Q 7'.5" r--8" 8"-5"'" ii3'" ~-1"..Q:;,.... 35 5'-7" 5'.1'" --o-.-,ti' 8'.z.----.,.--.--na-
<br />120 M,P,H. 23 6'.1" 7'.2" 7'.1 l' 9".~". '1'.1' 41 S'.2" S'-6" _ 6'~" ,r.'1' ~~~
<br />125 M.P,H, 26 6'-6" 6',9" r.7" 8'.10" 10'.10' 45 4','1' S'-4' 6'-4" r.9.; na ,
<br />140 M,P,H. 32 S',10" 6'.2" 7'." 6'-4. 10'.4' 56 4'.5' '4'.10" 5'.". '--i;:s. rea-"
<br />_ .__~..~ .--..L--_......J
<br />
<br />...
<br />
<br />
<br />
<br />1-'1'" x 12" x 0.032" Panels
<br />-,--~- -~----- ._-_.~-
<br />Open Buildings
<br />Wind- jApplied~. Overhang Condition Applied
<br />Region , Load i NONE' 1'.0" i r-o" , 3'~" I 4'-0" I Load
<br />'.102 M,P,H. ~._~9'.s' i 9'.7" , 10'-3" ! '1'.2" ! 12'.(1' ! 29
<br />1~~,!,H.'-20-=-.~~;;-_~:'l" : 9'-6.,! 10'-6. ! 11'-6. ! 35
<br />12~~~.E., ..!~1.'_8'-4~~' 'O'."! '1'.1., 41
<br />125 M.P,H. _~.. .i':!" .7:.10' _~.7" 9'-a., 10',10. 45
<br />140 M,P,H, 32 6'.10' 1',2" r.11.' 9'.1. 10'-4. 56
<br />
<br />
<br />na
<br />na
<br />na
<br />
<br />Note: Total roof panel width = room width plus wall width plus overhang,
<br />Table 6: Allowable Spans for Roof Pan Panel Products for Various Loads
<br />Industry Standard Products 3105 H.14 or H.25 Aluminum Alloy
<br />
<br />3" x 12" x 0.021" Panels
<br />. ----_._--~--~--_._--~
<br />Open Buildings
<br />, Wind ! Applied . over~~ Applied
<br />Region , Load ! NONE : 1'~" r~" 3'-0" 4'~" 1 Load
<br />. -------+---- ~
<br />102.M:.!':.ri:~_~.11": 13'.1" i 13'-7" 114'.3" , 'S'.3": 29
<br />110M.P,H, 20 11'.'1"' 12'.1': 12'-7"' 13'-4. 114'-4', 35
<br />". _ ..__..__~~,-~._L.::...
<br />120M,P,H, 23 1".2.: '1'-4' 1'1'.10"' 12'-a. 13'.9. , 41
<br />125 M.P,H. ~-__.~~ .~-6:....2.O'-,!j.~j 12'.1" ' 13'.2" 45
<br />140 M~Hc_._~_9.'..~~'!!."_ 10'.3".1".2" 12'4" 56
<br />
<br />i
<br />I
<br />Enclosed Buildings I
<br />Overhang Condition !
<br />NONE I 1'-0" i r-o" i 3'-0" i 4'~"1
<br />9'.1"'10'.1", 10'-,!j"1'1"7"' 12'.9" I
<br />9'.(1' , 9'-3" I 9'.10" 10"10"'12'."
<br />8'-4' " ~.7" , 9'.3" I 10'-3"111'.7"1
<br />r.,,' '~.3. ~.1'" i 9'.11,111'-3"
<br />1'.2" 7'.S. 8'-2' 9'-4" 10'.9" '
<br />~
<br />
<br />3" x 12" x 0,026" Panels
<br />- ------_._..._------_.._.~-
<br />Op~n B~i1din~ _.._
<br />Applied Overh~n~~on~~~n Applied
<br />Load NONE 1'.0" 2'-0" 3'-0" 4'.0- Load
<br />17 14'.5~: 14'-6" '14-~i'1'-~"' 16'.S" 29
<br />- . - - - ..
<br />20 13'.3' 13'-S. 13'.10' 14'.7" 1S'-6. 35
<br />~ .. .-~--- . .-- - ..--- ----------..+--------;-1
<br />23 12'-4. 12'-6. 12'."" 13'.9" 14'.9'" 41 9'.3" 9'-6. 10'.1', '1'-0. . 12'-3.
<br />26 - , 1'-,!j" : , 1'.10"' 1i.." . 13'.1' . 14'," ' 45 ' 6'.10" . g.:,;' "9--:a;'-1d::a;p 1"11'1
<br />_. 3~_'~1.?'~~~ ~O'~;: ,-1;~"=,-Z-'~~~13':3:.~ .u~~ 7'.1" cl:2';-~1~'. , '1'.3"
<br />. -.--------- .- ...._----._-~.~---- -------,
<br />3" x 12" x'O:032"Paneji '__'_~_____ .....j
<br />-. =='Open Buildings_~':" _____-j--;- Enclosed Buildings -1
<br />Applied _,.___Qv.~!I1.~Co~,...J Applied Overhang Condition I
<br />Load NONE: 1'~" r,o" 3'-0", 4'.0" Load NONE: 1'.0" , r~" : 3'~" i 4'-o~
<br />- '7~--16--=-5-; '.16'.6"-,s::10:~~:Y- 29 __~: __1!_-,!j=-13~~~:: 14'., 1'J
<br />-- -20- 15'.1~ -. '5'~3;:'" '-5'.7" --16'-=Tu'~',;-'--- 35- 1 ".5" 11'-7" '2".'''' '2"-1'''; '3'.11. i
<br />23 '4"'-: 14'.3" 14:-~':~ 'T~~"2~"- --~ -=-"i]~i. ~~~:?: ~''-~~12'.:2':'~"~
<br />26 13'.3. 13'.S" 13',10- '4'-6" 1S'-6" 45 '0'", 10'.3' 10'.10" "'.9" ,12'.10'
<br />32 , ",'1;- 12'." . :~Y..i3-~1......4"..~~-~~~ _~-g.:O-.~-_~'E=_!('ri'io::1O" 12':'-S
<br />
<br />- ---- --- -~---_._-
<br />,
<br />
<br />Wind
<br />
<br />Re~i~n
<br />102 M,P,H,
<br />110 M,P,H,
<br />120 M,P,H.
<br />125 M,P,H,
<br />140 M,P,H.
<br />
<br />5ncl()se~~il~ings
<br />. ?ve~ha,n~ Co.nditio_~__
<br />NONE 1'-0" r-o" 3'-0" 4'-0"
<br />. 11'~ 11'.2' -, '1'.9-- 12'~"i-'3':7.'
<br />, 10':0-' - 10'.3. ' 1.0':g.; '-,,;.:a"~,o--
<br />
<br />Wind
<br />Re~Lon
<br />102 M,P,H,
<br />110 M,P,H.
<br />120 M,P,H.
<br />125 M,P,H.
<br />140 M,P,H.
<br />
<br />Note: Total roof panel width = room width plus '.vall w;d:h plus overhang,
<br />
<br />Table 7: Allowable Spans for Roof Pan Panel Products for Various Loads
<br />Industry Standard Products 3105 H.28 Aluminum Alloy
<br />
<br />
<br />Wind
<br />Re~ion
<br />102 M.P,H.
<br />
<br />3M x 12" x 0.026" Panels
<br />Open Buildings Enclosed Buildings
<br />Wind , Applied _~er,hang Condition Applied I Overhang Condition
<br />Re~ion ~,L~ad u~~..l'-o" ~ r-o" '3'-0" 4'-0" Load..;. NONE~ r-o" 3'-0" I 4'-0-
<br />102 M.P,H, 17 16','1' 11',1' 1r.S" lr.,," '~.'l' 29 '2'.1'" 13'.2",13'.7" 14'-4" I 1S-3" ,
<br />110M.P,H. 20'" --'S'-8"-'S',9"-,i:i--'16'.9"1r"T-";-35 ,'1'.10" '1""1',12'-6.' 13'.3'~
<br />120 M,P,H. -- -23--14'.7"'- 1-4;'-9---:-'S"'115,.g;~6-~ 41 i 10'.'1' 11'.1' i '1'-8" 12'-6"1 13'-8" i
<br />125M.P,H. 26 '13'.9" 13',10"114'-3"1'4'.1" '5'.'1'1 45 '10'.S" 10'.7": 11'.2'" 12'.(1" 13'.2"
<br />140 M.P,H. - ~ ! 12'-4. 12'-6"' 12',"'1 13'.9" i 14'.9" 1 56 9'-4' 9'-7"' 10',2" "'.," 12'-4"'
<br />
<br />Wind
<br />
<br />Re~ion
<br />102 M,P,H,
<br />110M,P,H.
<br />120 M.P,H.
<br />125 M,P,H.
<br />140 M,P,H,
<br />
<br />3" x 12" x 0.032" Panels
<br />Open Buildings ,
<br />Applied ~_~verhang Condition -J Applied i
<br />Load ,NONE 1'-0", r-o" 3'-0- 4'-0"' Load
<br />--.- _.... ----.--.. --~_.---- - "--"--'-
<br />17 19'-4' '9'.S. 19'.9" 20'.3" 20'.'1' 29
<br />20 17'.10" '1','" 1~.3" 1~.'0" 19'-6" 35
<br />23 16'.7" 16'.9" 1r." lr-a' 16'.S' 41
<br />26 lS'.7" IS',9" 16',. 16'.9" 17'.7" 4S
<br />. ~ - .
<br />32 14'.,' 14'.3" 14'-8" '5'-4. 16'.2" 56
<br />
<br />Enclosed Buildings
<br />Overhang Condition
<br />NONE ' 1'-0" r-o" - 3'-0" 4'-0"
<br />-14':'0" 714-., ';'-15~.4'lS':11~
<br />-. .-. ------
<br />'3'-6" '3'.7" 14'.1' 14'.9" '5'-8"
<br />. - --- --
<br />12'-S' 12'.7" 13'." 13'.10"' 14'.10"
<br />. ,--- - - -'-' ~ - -"
<br />1,..", lZ.1' 12'-6. 13'-4. 14'-4'
<br />10'-,!j. '10'.10" - '.1~-4; '.1i:J"'-.'3'-4.
<br />
<br />Note: Total roof panel width :: room widti1 plus wall width plus overhang,
<br />
<br />Table 8: Allowable Spans for Industry Standard Composite Roof Panels
<br />Aluminum Alloy 3105 H.14 or H.25 1.0 EPS Core Density Foam
<br />3" x 48~'-x 0.019"Panels
<br />Open Buildings Enclosed Buildings
<br />Wind Applied___ _..Qy~rh_a.~ Condition ._ Applied___Overhang Condition
<br />Re9.ion Load NONE 1'-0" _!~-_ ..!~::._~" Load, ~0!'5 _!::.o~__ r-o'::'_3'-o~~
<br />102 M,P,H, 17 13'-4' 13'.S" 13'.1" '4'.7" 1S'-6. 29 10'.2" 10'.5' 10'.11' '1'.10" 12'.1"
<br />. . . . -- -"----- --_._-----~..-
<br />110 M.P,H. 20 12'.3' '2',S' 12',1" 13'-a. 14'-a' 35 9'.3" 9'-6" 10'." '1'.," 12'.3"
<br />. - .-.- --_.- ---'-~-'-------
<br />120 M,P,H. 23 11'.S' ''',7" 12'." 12'.'" 13'.'1' 41 8'.7" 6'.10" 9'.S' 10'-6" 11'.g"
<br />125 M.P.H. 26 --'1a~9"' - '-0'., 1'" 11'.{)" -'Z-4" -,-i-5" 45 8".2';-' 8-=S;~1-; --'rJ.2;;~
<br />140 M,P,H.' -32-~"9-":a;- i.,,' w~"':s~- 56---'7'7-:-7--7" ~-4. 9'-6-' 10'.10"
<br />
<br />Wind
<br />Re.s.ion
<br />102 M,P,H.
<br />110 M,P,H,
<br />120 M,P,H.
<br />125 M,P,H.
<br />140 M,P,H.
<br />
<br />3" x 48" x 0,024" Panels
<br />.--.--- OpenBi.illd-ings-~~_ =-_-=.:_-=_-------- Enclosed BuHdings .---.---
<br />Applied Overhang Condition ,Applied Overhang Condition
<br />Load NONE1':O" ' r-o" 3'-0" 4~;;--' Load -NONE 1'-0" r-o" 3'~"' 4-0"
<br />17' 14'., l' 15'-" - 1S'-6" ' 16-.;' - 16'.,i~- -. 29- -~~-,'-':-i.-'2'-:-2;;-;2-.iP'J-:-'-'';-
<br />20 13':-9' - 13""" 14'-4" - 15':0- - 15;.';' _. 35.' - ii7-=-s;; 'ii.'r--'1C2;,i.(1' .,-,-y.'2--
<br />23 12'.;0;-13'-Q"- i3';;;-'-'~.2-'5'.2:~--41 ---i:a-:;-rg;:-10"'(y.~-4.: 12'-6"
<br />____~___._ ._____.~__._~ ,. I
<br />26 12'.1" 12'.3" 12'.9'" 13'-6. 14'-6"' 45 9'.2" 9'.S' 10'.(1" 10'.'1" 12'.2"
<br />32u _-~-0'.:"'-:-'-1"1' ',i':];:-;-z.S:- 13'';'" , 56 ~.3" 6'-6' 9',2. '0'.2": '1~
<br />
<br />Wind
<br />Reg,io.f!
<br />102 M,P,H.
<br />110 M,P,H.
<br />120 M,P,H.
<br />125 M,P,H.
<br />140 M,P,H.
<br />
<br />3" x 48" x 0,030" Panels _--.J
<br />_-~=--= OpenBuildin~-=.--====_! --= Enclosed Buildings
<br />Applied' Overhang Condition : Applied' Overhang Condition
<br />Load : NONE-""--o';-T r-o" '3'-0" 4~" i Load NONE 1 1'-0" i r-o" 3'.0" 4~",
<br />---~7 . ,.2~:~___.1~.4'~1!~~ ~'~~~~__~ ___,~:.:.E:i~..:.E'.:~ 14'.9'" ,
<br />20 14'.1" 1S'.1" 1S'.S' 16'." 16'.'" 35 1".3"' '1'.S' ,"'."" 12'.9" ,13'.10"
<br />23 - 13':";-.1-".,,' '-4'~"ls':-~-'6"".. -41. -.,0;:5'--'0'.7" 11'~2-;;-i2'.o--'13'~-;'
<br />-- - ----_..----------- _._._---~------ - ---- --~-~--
<br />26 13'.1" 13'.3" 13'-a" 14'.S. 15'-4. 45 9'.1" 10'.2" 10'.9" , 1'.7' ' 12'.'l'
<br />32 11'.10"" 1','" ~1!~"=--~~:?:~ ;.:'~3':'. . 56 -- i., ';;-;-g...2--g.~-,.~~; ~~'~2~
<br />
<br />Note: Total roof panel width = room width plus wail width plus overhang,
<br />
<br />Table 9: Allowable Spans for E-Z Lock Composite Roof Panels
<br />
<br />~!M x 4aM X O,024M Panels (R Value of 11.58)
<br />o n Bulldln s
<br />Applle<l Oveman Condition
<br />Load NONE 1'-0" r-o" 3'-0"
<br />17 '11"'1" 17'.'" 1~-4" 1~.10"
<br />20 ,16'-6. '16'.7" 16'.' 1" 17'.7"
<br />23 1S'.S" 15'-6" 1S.11' 16'-6" i
<br />26 14'-6" 14'.7" 15'.(1" 15'-,!j"
<br />32 13'.(1' ! 13'.2" 13'-,!j. 14'-4"
<br />4" x 48" x 0.024" Panels R Value of 15,<<
<br />o en Bulldln .
<br />Applle<l Ovemang Condition
<br />Load NONE 1'~" r~" 3'-0"
<br />17 :19'.(1' 19'.," 19'-S" ,19'.1",
<br />20 1r-6" lr-,!j" lr-'l' 1~-6"
<br />23 ! 16'-4" ,16'-6" 16'.10", 1r.S" r
<br />125 M,P,H. 26, 15'.5" 15'-6" 15'.'1', 16'-6"
<br />1~~:P,H.__ __ ~L ,.:.1.!-10"__i4;-q'~:'S..1.'?'".L_~_:~<i.6-
<br />5" X-4S,i-X O.O~24~;p~6_~1~ tR Vaf~~~f 1~-~~-- --- - ---------
<br />Open Building. Enclosed ~u,iI~nJL'
<br />Wind Applied. ., Q~mang C~di!i,~ Applied Ovemang Condition
<br />~~,,-n .L~~, . NONE 1'-0" +- r-o" 3'-0", Load NONE- '-'-0" r~"--r::o."
<br />102M,P,H. 17, -22'.,0- 22'.2- IZ"Z."5;----u:lO"'----zg- ,s-:11"' 17'-0"' 1r-4. ,17'.11"
<br />__ 1iO~,!i..-_==:-20~ "20'"-4"'--20'.5-'20".9-""21'-2":35" -;-,5.4--;-....,-s;~;.-,-5'~,.i 16'-6. '
<br />. 120~~,~~-i~:~~5~r.41-,~{4;.2--14'-4~.::.i4..9. ',I 15'-S"~,'
<br />__ 125 M~,'i:... 26 ,17'.10" 17"~3" ,1~.10"' 45 13'.7" 13'-a" , 14'.2. '14'.10"
<br />140 M,P,H. 32 16'." 16'~. I 16'.7" ' 1 7'.2" ~'-56---.'2"2" 12'-4".' 12'.10" i 13'.7" '
<br />_ 6"-,,_~-:..x ~~0~4" Panels (R Value of 23,16) , .'---,
<br />__ ._ _~n 8l;"dlngi----;-.---.Enciosed8uil~ -
<br />Wind Applied ___. Q'.'~~:an9 ConditiOn' ""TApplied~Ovemang Condition -:
<br />R~n __. L~ )~9~.,I'~':.i ~-o~ ~..!.~"J LoadyqNE=-.f~-~.~~ 2:0;;",
<br />102 M.P,H. !1.. 2~'.9. _~4:"l!' 25'.(1' 25'.S" 29 18'., l' 19'.(1" 19'-4. 19'~
<br />1iOMY,H. ~. _~':9.:._~2'.".~,2~-23'.~ -35'17'.:l'''.17'.4'''i7'~'
<br />120 M.P,H. 23 21'.3' 21'.4"S'~.-:--n.~ "--41- H15;"';'.16~.i""'.16"S' ' 17'.(1' ;
<br />!~M.P,l:!:.., _26_19':"~-26'.10tw~5"20"10.1-'45--T15'.2"-1S'-4. 1S'.9'" , 16'-4"
<br />1.40 ~=",~'--____~ 18'-0""'6'.2' ~:~"'--------s6 -~iY-r~13'.9" ~ 14'.2' 14'.','
<br />Note: Total roof panel width = room width plus wall width plus overhang,
<br />For Live Load + Dead Load requirement the following conversion
<br />applies:
<br />For Panel Span use 'Room Projection' + 'OverHang' (See drawings)
<br />
<br />
<br />Enclose<l Bulldln s ~
<br />Oveman Condition I
<br />NONE 1'-0" r-o" 3'~",
<br />13'-,!j" '13'.10" 14'.3' 14'-1"
<br />i 12'-6" 12'-,!j" 13'.'" 13',10"
<br />'1'-6. 11'-,!j. 12'-2" 12'.11'
<br />10'.1" 11'-2" 11'-8" 12'-8"
<br />9'.10" 10'.1" 10'-8" 11'-6"
<br />
<br />
<br />d
<br />~ <5 ~ 1::
<br />CIS .!:.... S
<br />... o)~~
<br />~ ~ ~~
<br />~ ~;~~
<br />a.~ ~~~~
<br />:Ec'Udt;oi
<br />::l = CC....;S
<br />~ .il~~~
<br />~ .~ ~Iu..
<br />ill Ez
<br />... .2....
<br />J: <l:~
<br />::
<br />
<br />(/)
<br />ill
<br />0:
<br />::l
<br />...
<br />()
<br />:J
<br />0:
<br />...
<br />(/)
<br />ill
<br />::E
<br /><l:
<br />0:
<br />u.
<br />a
<br />o
<br />o
<br />::
<br />
<br />~~~
<br />....r ~ ~ ~
<br />-~ 1::
<br />~~!~~
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<br />uj~~~~
<br />O)'~I~
<br />() ~ to.
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<br />0)
<br />....
<br />::
<br />
<br />
<br />7
<br />
<br />i CF
<br />.------,.------ -------~------------. _.-~_...-._._._----- -,--- ---_._--_._..._-------------<---~----_._-----_._-_.._-------~-_.~--- ._--- ._---~-------------_._-_.._-
<br />
<br />7
<br />
<br />'-
<br />
<br />Panel spans under wind loads are from attachment point on existing
<br />building to front wall, add overhang desired to obtain total panel length,
<br />
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