|
<br />TABLr l' t..lAXlUUt..l sPANS FOR STAN!)AAt) ALUt..l1NVW ROO> PANELS Of
<br />. Jlo;, K-l. OR 1-<-25 AlLOY
<br />WINO LOADS ~TS, SCR[EN ROOUS, AND OTHER OP~N BUILDINGS
<br />O.H. CQNOCTION NO O. H. " O. H. Z' 0, H. .3' O. H.
<br />1-1/.',,-0.026"
<br />100 a.lPH W. L 7'- t'
<br />"0 wPH W. L 65"_1"
<br />120 a.I?H W. L.
<br />, - 1/.",,-0.0.3Z-
<br />100 wPH W. L f: 5:
<br />"0 wPH W. L. S'
<br />IZO .,pH W. L 5'-10"
<br />1-3/.",,_0.025"
<br />100 WPH W. L 7- 5'
<br />110 wPH w. L 5'- 8"
<br />lZ0 a.I?H W. L 5'- 1"
<br />'-3/'-x_0.0.32"
<br />100 a.lPH w. L 8'- 9'
<br />11<) w?H W, L 7-10"
<br />120 I.I?H w. L 7- 1"
<br />S,,_0.026"
<br />100 I.I?H w. L Lf- I'
<br />HO WPH W. L ,,- g"
<br />120 w?H w. L 10'- S'
<br />S,,-0.032"
<br />100 wPH w. L 15'- ~ I~'- ~
<br />110 w?H w. L 13'-10 t. - 0
<br />120 "'PH W. L 12'- S" 12'-10"
<br />~ LOAD: AlL eulLl){NC T'r'PES
<br />O.1i. CONDfnQN NO O. H. l' O. H.
<br />,-1/."x_0.026"
<br />20 I/~ L L 7- 0"
<br />30 ,fSF" L L 5'- g"
<br />,-1/.',,_0.0..32"
<br />20 IfSF"L L S' - 3-
<br />.30 ,fSF" L L 5'- g-
<br />1-3/',",,-0.026'
<br />20 I/SFL L
<br />30 I/SFL L
<br />1-3/'"x_0.0..3Z'
<br />20 ,IY L L.
<br />.30 I/SFL L
<br />S xJl.026"
<br />20 IIY L L 13'- 3-
<br />.30 I/SFL L 10'- 9-
<br />Sx.J).032"
<br />20 ,/SF L L 15'-'" 15'- Z" 15'- r 16'- 2'
<br />.30 I/SF L L lZ'- 3" 12"- 5' 12'-11' IS- 8"
<br />,. ro~ ~ P"'...u. WIDTH . ~ 'MOTH PlUS wAll 'MOTH PlUS O\{RHANC.
<br />2. THE SJ,tALLEST VALUE Of THE WINO LOAD TABLE ~ Tl-lE LL TA9LE CO~'$.
<br />T.A8..E I: IolAX!l.lVU SPANS FOR STANDARD ALUlo(lNl,JW ROOf PANElS Of
<br />3105 H-28 ALLOY
<br />iW() LOADS; CARPORTS. SCREEN RQOl,I~ ANO OTHER ()P(N BUWSCS
<br />OJ-l CONDfnQN NO 0, H. 1 O.H. 2' O.H. S O.H.
<br />S x O.O~ 100 w?H W.L 15'-1" 16'- l' 16'- 5' 17- 0"
<br />110 IolPH W.L ,.'- 3" ,,'- 5" 1"-10" '5'- 6"
<br />lZ0 Iolf'H W.L 1.3"- 0' 13'- 2" 13'- r 1"-."
<br />S x 0.0..32" 100 IolPH W.L 18'-10- '8'-"" 19'- S Ig'- 9"
<br />"0 IolPH WL 15'-10' 16'-11' ,i- ," Ii-II"
<br />'20 "'PH W.L 15'- ," 15'- 0' 15'-11' 16'- 6"
<br />~ LOAD: AlL BlJIlOlNC T'r'PES .
<br />O.K. CONDITION NO OX " O.H" 2' Ox S O.H.
<br />S x 0.026" 201/SF LL '6'-" '5"- 2' 16'- r li- Z'
<br />3'JlfSF LL 13'- I' 13'- S' 13'- 8" 14'- 5'
<br />S x 0.032" ZOlfSF LL 18'-,' ,8'- 5" 18'- 9' 19'-.3"
<br />3'J1/~ LL ,.'-,," '5'-'. 15'- 5. 16'-"
<br />1. roTAl ROOF PANEL WIDTH - ROOU WIDTH PlUS WAll WOTH PlUS OVERHANG.
<br />2. 1li( SWALUST VAlUE Of THE 'MNO LOAD TABLE OR THE LL TABU: GOVERNS.
<br />lA8lE ,: t.lAXII.IUl,j SPANS FOR INDUSTRY STANDARD AlUIoQNU\l COiolPOSlTE ROOf'
<br />PANELS W/.3105-Hl.jH-25 ALWINUW ALLOY 9-lEATHINC &: 1.01 EPS ~
<br />'MN() LOADS
<br />~rs. SCREEN & VlN'rt. ROQl.IS, AND OTHER OPEN BUILDIN(;$.
<br />O.1i. CONDITION NO O,H. ,. O.H. Z' O.H. :5 O.H.
<br />3-x 0.026" '00 IAPH W.L 15'- ~- 15'- 6- 15'- 10" 15'- 6.
<br />110 I.CPH W.L. '.3'- g- 1S- \I" 1.'- ",- 15'- 0"
<br />120 IolPH W.L 12'- 6' 12'- ~ lS- 2" 15- 11-
<br />Sx 0.032' 100 IolPH W.L 15'- ~ 16'- 9' 1/- 2" 17"- 9"
<br />110 IolPH W.L 1"- II. 15'- if 15'- 5" 15'- l'
<br />lZ0 lolPH W.L 1.3'- r 1,3'- 9- 1.01'- 2" ,,,,'- 10"
<br />,"" 0.026" 100 IAPH W.L 15'- 8- '5'- 10" 16'- 2' 15'- 10"
<br />110 I.lPH W.L 1"- 0" 14'- 2" 1""- 7" 15'- 3"
<br />120 IolPH w.L 12'- 10- 13"- 0' 13'- 5' 1.'- 2"
<br />,-x 0.032" tOO IAPH W.L, 18'- 8- 18'- le- 19'- I' 19'- 7-
<br />1'0 "'PH W.L '6'- g' 16'- 10" 11- 2" 17'- g'
<br />120 "'PH w.L 15'-.3" 15'- 4- 15'- 9" 15'- ."
<br />LM: LOAD (INQUDES 2 ,/SF DEAD LOAD)
<br />ALl BUlLDINC TY?ES
<br />.3"x 0.026"
<br />
<br />7'- 5'
<br />6'- 8"
<br />6'- 2"
<br />
<br />r~ f
<br />i- I"
<br />
<br />~: ~:
<br />7- I"
<br />
<br />9'- r
<br />8'- ~
<br />i-Ii'
<br />
<br />7' ,...
<br />6'-1''''
<br />0'- ."
<br />
<br />8'- ~-
<br />T- 9
<br />7- S'
<br />
<br />9'- Q'
<br />8'- 1
<br />1 - 5-
<br />
<br />0' r
<br />8"- 9
<br />8'"- r
<br />
<br />,~~:- Sf(
<br />" '- 5.
<br />
<br />1"- ~"
<br />IS- Z.
<br />12"- .:r
<br />
<br />'?::-,'~'
<br />10'-11"
<br />
<br />,'f:~
<br />1.3'- r
<br />
<br />1"'- 7"
<br />,5' - I'
<br />14' - .'
<br />
<br />z: O. H.
<br />
<br />S O. H.
<br />
<br />7'- .3"
<br />5'- f"
<br />
<br />8'- ,.
<br />i - (j"
<br />
<br />8'- 6-
<br />i - 0"
<br />
<br />9'- 2-
<br />i-l0'
<br />
<br />i - ,"
<br />5'- 0"
<br />
<br />7'- r
<br />6'- .'
<br />
<br />e'- ,"
<br />I-If"
<br />
<br />8'- r
<br />7'- 0"
<br />
<br />8' -,0"
<br />i- "
<br />
<br />9'- 6'
<br />8'- I'
<br />
<br />13'- ."
<br />1"- 0'
<br />
<br />,:5 -'0'
<br />,f- 6-
<br />
<br />,,'- 6"
<br />12"- 4"
<br />
<br />3-.:< 0.03Z'
<br />
<br />n,fSF 1.3'- I' 13'- 2' 1.3"- 8" ,,'- 5"
<br />321/SF 10'- 10' ".- o' 11'- 5' 12'- 5'
<br />nt/SF ,.'- 2- H'- ,- ,,'- 9' 15'- 5'
<br />.321/SF ,,'- 9' 11'- .11" 12'- s' 13'- 2"
<br />nl/SF 1 y- 5" 13'- &" ".- O' 1"_ 8"
<br />.32f1SF 1i'- I" 11'- S 11'- 9" 12'- 7-
<br />nt/SF 15'- II" 1S'- 0' 15'- 5' 1]'- 0'
<br />.321/SF 1,3'- 2" 1.3'- ." 1.3"- 9' 14.- 5"
<br />PANEL WIDTH - RQOl.l WIDTH .. WAlL I'IlDit1 + DV(R'rlANC
<br />SPAN Of WIND LOAD ~ uvE LOAD ~ALL 'XlvERN
<br />
<br />4-x 0.026"
<br />
<br />.'x O.O.3Z"
<br />
<br />1. iOT....L ROOf
<br />Z. nE: ;.ESS[ R
<br />
<br />TABU 2: 1otAX. ROOf 6EAlI SPANS FOR SCREEN .& CLASS ROOUS. UTIUTY ROOUS.
<br />SHEDS AND OltO ENCtosro STRUC'l1..lRrS W/ SOUO ROOf'S
<br />AlUIoIINUW BEAWS ~. &06J T-6 ALlOY
<br />
<br />. EXAJ.4PlE: FOR SPAN 1.- (II DRAWN(; use: LOAD WIDTH. "y(" /2 + O.H.
<br />2'x 4.x 0.050" 'IU ElEAW: LOAD WIDTH . 14'/2 + 2'O.H. - g'
<br />lOAD \flITH . 9'; LL 0 Z11/SF BEAtoI. SPAN . 4'- 4"
<br />BEAU SZE B(A.I.I Sf' AN roR 0CSlC?tA TED LOADS
<br />BEAU UY{ lOADWlNO LOAD
<br />LOAD MOTH 221~ 321/SF
<br />2.x 2-xO.0<<- E~
<br />S' S'-Ia- .
<br />6' 5'- <
<br />i "'-If"
<br />8' 4'- r
<br />9' ~- .
<br />'0' 4'- r
<br />,I' 3'-1('
<br />2. x 2'" x 0.050. EX1RVSXlN
<br />5' 6'- f"' 5'- rr 5'- 1" ,'- r 4'- S'
<br />6' 5'- r .'- 6- 4'- r ,,'- 2. 3'"-,,'
<br />r 5'- T 4'- t' 4'- 'S' 3'-11' 3'"- 7"
<br />8' 4'-1 a- S-H" 4'- 0- 3'- r 3'"- 4.
<br />9' ElWoC?LE 4'- r $- S" $- 9- $- s. J'- 2"
<br />10' 4'-. 3'- ~ 3'- r $- S .3"- o.
<br />11' 4'-'. $- 4' s- 5- s- 1" 2'-10"
<br />2." 2"x 0.093 EXT ~ .7'"x 'S'xO.C60. III T 8EAJ.I ~ 2"x S'xO.C60" EXTRUSION
<br />5' 5"- If' 6'- 6. 5"- ~- 6'- 0" 5'- r
<br />5" r- ~ 5'-'" 6'- 1" 5'- 6- 5'-'.
<br />i 0- 9" 5'-6' 5'- r 5'- I' 4'- s-
<br />8' 0- <' 5'- t' 5'- 'S' ,'- 9" ,'- 5"
<br />9' 5"-,,- 4'-K). 4'-It. 4'- o. 4'-'.
<br />10' 5'- 1!' 4'- r ,,'- s. ,'- S- S-l1"
<br />II' 5'- 5" ,,'- 4' ,,'- 5- 4'- 0" 3'"-10.
<br />3-x r" 0.050" ~
<br />5' r- s-
<br />6' 0- ~
<br />i 0- S-
<br />8' S'-Ia-
<br />g' 5'- 0'
<br />10' 5'- S'
<br />,,' 5'- t1'
<br />3"" 2"xO.070" ~
<br />5' 5"- I{"
<br />0' r- r
<br />i r- ~
<br />8' 6'- r
<br />g' 6'- S-
<br />10' 5'-t1-
<br />11' 5'- 8"
<br />2"x 4"x O.o5<1x TIlT au..
<br />s,. g' - <r
<br />5" 8'-u-
<br />i 8'- S-
<br />8' 1'- ~
<br />9' r- S-
<br />10' o-U"
<br />t1' 6'- r
<br />2"x 4~x O.04'"x 0.120- s...a.
<br />S' 12'.,..ttJ' 10'- S' 10'- Ti' g'- 8" S'-11"
<br />6' . 11'- 8" 9"- 6. 9'- Ti' 8'-10" 8"- 2"
<br />r 10'-10"' 8'-10- 9'- 0- 8'- 2" i- r
<br />S' 10'- 1"' s'- 3" 8'- 5" i- S" r-,'
<br />9' 9'- 0' i- g' r-1'. i- 2' S'- s'
<br />'0' 9'- 1- i- 5' r- 6" 5"-10" 0'-"
<br />,,' 8'- 8" i- O' i - Z" 5"- 6" 0'- 0'
<br />1. THE $1./AUER SPAN ffiCII THE LL. ~ THE ~NO LOAD TABLE COvERNS.
<br />
<br />4'- V'
<br />.'- ."
<br />4'-0"
<br />s- 9"
<br />3'- 6.
<br />S- "
<br />$- l'
<br />
<br />6'- l'
<br />S'- 6'
<br />5'- "
<br />4'-9"
<br />4'- 0'
<br />4'- 3"
<br />4'-1'
<br />
<br />6'-10'
<br />6'- S'
<br />5'- 9'
<br />5'- S'
<br />5'- "
<br />. .'-10.
<br />4'- r
<br />
<br />8'- 0'
<br />r- s
<br />6'- 9"
<br />6' - 'S'
<br />"-1'.
<br />~- r
<br />,'- .4.
<br />
<br />4'-1a-
<br />4'~ 5-
<br />4'- l'
<br />S-10"
<br />S- r
<br />$- 5-
<br />3"- 3"
<br />
<br />6'- 2"
<br />5'- r
<br />5'- 2-
<br />4'-10"
<br />4'- r
<br />4'- 4"
<br />4'- 2-
<br />
<br />6'-lt'
<br />5" - ,.
<br />5' -10"
<br />S- 0-
<br />5'- 2"
<br />4'-1'.
<br />4'- s"
<br />
<br />8'- 1"
<br />r- 5"
<br />6'-10.
<br />~- 5"
<br />6' - 0"'
<br />5'- 9-
<br />5'- 5-
<br />
<br />100 WPH
<br />
<br />,'- 5"
<br />.'- o.
<br />S - g"
<br />:$- 6-
<br />:5' - J"
<br />.3"- I'
<br />2'-11.
<br />
<br />5'- r
<br />5'- I'
<br />,'- 9-
<br />4'- 5"
<br />4'- 2"
<br />3'- ,,-
<br />3' - 9'
<br />
<br />6'- "
<br />5'- 9.
<br />5'- .'
<br />.5'- 0'
<br />4'- S" ,
<br />4'- 5"
<br />4'- S'
<br />
<br />r- "
<br />5"- 9"
<br />5'- S
<br />5'-10" :
<br />5'- 6"
<br />5'- 2.
<br />.'-11"
<br />
<br />',0 WPH
<br />
<br />120 lolPH
<br />
<br />4'- l'
<br />S- 9"
<br />$- 5-
<br />3'" - 'Z'
<br />$- rf
<br />2'-10.
<br />2'- g'
<br />
<br />5'- r
<br />,'- 9.
<br />4'- ".
<br />,,'- "
<br />3'-1 a-
<br />3' - s-
<br />S- 6"
<br />
<br />5'-10"
<br />5'- 4-
<br />4'-1'.
<br />4'- 7"
<br />4'- ".
<br />,,'- "
<br />$-It'
<br />
<br />6'-10.
<br />S'- S'
<br />5'- 9'
<br />5'- 5.
<br />5'- "
<br />4'-10.
<br />.'- r
<br />
<br />TABlE 3: IoLAXlIJUloI HDGHT Of uPRIGHTS F~ SCREEN IoJ-lO GlASS ROCWS
<br />EXiRUSTlCNS AND S05 loUTING 8[AI.IS CK 606-3 T -6 Al~u AUOY
<br />
<br />lJS1NC ~ PANEl 'MOTH Y (SU: TYPlCAL GlASS Roc..t DRAWINC). saECT
<br />lRRIQfT REOUIRED rR()U THE "'AX HDCKT ~ FOR EACH EXTR\.1SKJ-l
<br />
<br />WI D TH -y('
<br />48' ~" 50"
<br />
<br />'" '"
<br />... 1;
<br />.3 <0 Vi
<br />;:t, -5 ::1
<br />~ a:o CJ:
<br />w~ Wa: 0
<br />~a ~Q. ~
<br />~~ ~~ ~
<br />u-< ~
<br />6~ 0'" ~
<br />o 0 0'1 t...J
<br />i-' ~~ : ~
<br />o~ 8:-' 8 0(
<br />~l'" .. - ~ u ~
<br />~6tJ8~ ~ ~O>
<br />0( 08 u...."" 15 lp <0
<br />BI...,u -'01-, 0 I
<br />Vl,-><':>~ 1:3...<0
<br />O-<z ~u~ a:: Zw
<br />zal~ 0::; wo
<br />-<wo sCLe ~ 25
<br />.....~-'al':i.....~ a:'->
<br />~ do "'>=~w
<br />v;~'- a:~iJ 0( w\i
<br />wzw o(15U z 0<
<br />o~ ~:::l~ -< "':n
<br />10.10( <-I uo(-
<br />:t:a:.. ...u.. 0 x'"
<br />....00 t.n~o a:l l:::2i
<br />N"';
<br />
<br />~"
<br />
<br />66"
<br />
<br />78"
<br />
<br />rr
<br />
<br />'2'
<br />
<br />EXTRI.1SION
<br />2",.. 7'",.. 0.0<<"
<br />g'- r 8'- 5" i-l'" 7- 6" i- l' ~- 9"
<br />2-x r" 0.050"
<br />10'- 2. 9'- 5" 8'-10" 8'- 2' r-,," r- 6. i- 7'" 6'-11.
<br />2-x Z"X 0.09.3"
<br />12'-'0' \1'-11" 1"- I' 10'- 6" 9'-1'" 9'- 6- 9'- I" 8'- 8"
<br />SX Z"X 0.050"
<br />10'- S- 9'-11' 9'- S S'- S' 8'- 3- i-I'- 7- 6' r- s
<br />2"'x Sx 0.050.
<br />12'-10' 1"-"- 1"- ,. 10'- 6" 9'-1" 9'- 6. 9'-'" 8'- f5'
<br />S'x rx 0.070"
<br />1$- Ti' '2'- S' ,,'-10' ,r- 2' '0'- 6' 10'- I" 9'- S" 9'- S
<br />
<br />NOTES: GlASS ROOWS THE ADDITION CK AN AlLJ'o(lNlJl,t F1WIE v.v-oows w/ GlA.."S
<br />PANES THAT ARE DESIGNED TO " 0 I.lPH 'lW-IO LOAD REOlJlRDoIDoiTS TO THE
<br />. AB<M: \.1PR1GtT SIZES INCREASES THE STRENGTH so THAT ADOlTl<JolAl
<br />fRAUlNG rs NOT R[OUlR[O,
<br />
<br />AN~ AUOWABLE LOADS "''10 !.tAX. LOAD AREA FOR ANCHORS
<br />ANOiOR$ tHO v.ooo FOR OPEN BUILDINGS
<br />
<br />AlLOWABLE LOAD / WAX. LOAD ARf.A (S.F,) 0 120 ....P.H. 'MHO LOAD
<br />, Of' ANOiORS I 2 3 4
<br />DWAEltR ANCHORx EU&Dl.lENT
<br />
<br />a:>
<br />a:>..J
<br />W..J
<br />0:<
<br />::>~o:
<br />~..J~
<br />..J>O
<br />UZ"
<br />Z-v
<br />W>
<br />,Q
<br />Z ..J
<br />WZO
<br />WWa:>
<br />a:LU
<br />00:
<br />(1)<..)
<br />0)
<br />
<br />1/4- :I ,- ~1/13 S5. 5281/25 $S, 7921/3a $S. 1,~1/5O $S.
<br />1/". :I 1 1/I' ~96,/'9 S.F, ml/~ SJ'. 1"ee'/57 $.f, 1,58-41/75 SF.
<br />'/.- x 2 1/2' 6001/3' $S. ',~201/63 SJ'. 1.980'/94 $.f. 2.6-4C ,/1 Z6 SJ',
<br />5/1S- x ,. 3121/'5 S.F. 62.' /3IJ s,r, 93Q1/45 s.r. 1.2481/59 s.r,
<br />5/'~ x t 1/2" 4081/22 S.F. 93Q1/'5 s.r. ',4041/67 $.f. '.8121/89 S.F.
<br />5/1~ x 2 1/'Z' 7&>1/37 S5, ',5601/7' SF 2.3401/111 $S, 3.1201/148 $S,
<br />3/8- :I ,- ~1/17 S.f. 7121/34 $.f. '.0681134 $.f. 1,4241/68 s.r.
<br />3/8- x , '/2- 5341/25 s.r, 1,0681/5' SF, 1,6021/76 s.r. 2,1361/'02 s.r,
<br />3/8. x 2 1/2. 8901;.2 $.f, 1,7001/85 S.r, Z,670l/167 $.f, 3.5601/169 s.r,
<br />
<br />ANOiORS wo ~lt r~ OPEN 8UllDINGS
<br />ALlOWABlE LOAD / 1otAX. LOAD AAE.A (s.r,) 0 120 W.P.H. WINO LOAD
<br />I Of' ANCHORS 1 2 3 4
<br />D\AI.IETER ANCHORx [WS(t)UENT
<br />'1/.- x 1 1/2- 7571/~ S.F, '.5141/39 S.r, 2.2711/108 S.F. 3JJZ8//144 s.r,.
<br />3/Ti' x 1 '12'" 1,0501/50 s.r. 2.",,/5J s.r, 3,1711/'51 s.r, 4.2281/201 s.r,
<br />V2"'x 2 1/4" 1,4431/69 s.r, Z,8&61/137 $S. ..3Z91/'206 s.r. 5.7721/273 s.r,
<br />
<br />~
<br />@,
<br />I-
<br />cS"~
<br />C'~
<br />~~
<br />~~ ~.
<br />E!) ... = r--.
<br />Q. N....
<br />..JIg ,..,~
<br />L!.!J ~ ~ :c '"
<br />10.1 -....11'>
<br />@lO ~~:2
<br />~ I ..J. I
<br />'-0....
<br />a: <Xl . '" <0
<br />r.bt:l:sl~'-'''''
<br />\Jz~zw:;-
<br />~~g~~
<br />wa;)o-fi:"-'
<br />..J . (%: w x
<br />~~od-<
<br />u~o..l-L..
<br />
<br />e
<br />
<br />
<br />~
<br />
<br />Of
<br />
<br />@
<br />
|