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<br />TABU: 1: IotAXJ.IVW S?ANS r~ STANt)ARD AlUIoIINUW ROOf' PAI-lElS ~ <br />3105 H-l" OR H-~ AllOY <br />WINO LOADS: CARPORTS, ~ RQOl.CS, AND Oll-CER 0PtN 9U1\..DlNCS <br />Q,H. ~OlTlON NO 0, H, I' 0, H, 2' 0, H, S 0, H. <br />1-1/"-"_0,026" <br />100 WPH W. L. J.: 2" <br />"0 t.IPH W. L, " 5- <br />120 WPH w. L 5'-10- <br />1-1/..-,,_0.032" <br />'~ WPH w. L. ~'- g: <br />" IolPH w. L, ~'_," <br />I WPH w. L. " <br />1-3/.."",_0,026" <br />'~ WPH W. L T- f <br />11 WPH W. L, S',-_ <br />I WPH W. L. S - <br />1-3/"""_0,032" <br />100 WPH W. L 8':,9" <br />110 WPH w. L. ; 0: <br />1~ t.f'H '1, L. 1- I" <br />J x_O.026 <br />~~. ~ t L, ,'f:~: <br />1~ WPH w. t. 10'- S" <br />3 x_o.032" <br />'~ I.FH W LIt'" ~ I~'- ~ <br />11 I.FH W: L' 1 -1q,. '1,.- <br />I WPH 1/1. L 1 - 0 I" -1 <br />LM: LOAD; ALL 8U\.DINC TYPES <br />O.H. (;Oo4OITl()oo4 NO O. H. l' O. H. <br />1-1/4-x_0.026" <br />2O~L.L. TO- T '" <br />JO L L. 5' - g" 0 - r- <br />I-I .-x_O,032" <br />20 I/!F L. L. 8'- J- 8'- S" <br />JO II? L. L." 0- g" T- 0" <br />I -3/.-x_0.026 <br />20 ~ L, L. '[.- ._" T- r <br />JO L.L. ,,-0 S'-." <br />1-.3 ."x_O.032" <br />~l: l: f: 6- ~:'~: <br />J"x_ ,026" <br />~ ~ l: l: l~: f- If: 6: <br />J"x_O, 032- <br />20 1/<$ L. L. 15'- I" 15'- 2" 15'- r IS'- 2" <br />.30 1/Sf L. L. 12'- 3" 12'- 5" 12'-11" 13'- a" <br />I. TOTAL ROOf' PANEL MOTH . ROOt.l WlO'!H PlUS WALL WlO'!H PlUS OVERHANG. <br />2. THE SIoIAU.EST VALUE ~ THE WINO LOAD TABLE ~ THE L,L. TABU: OOVERNS, <br /> <br />TABLE I: t.lAXJlolUW S?ANS rOR STANDARD AlUMINW ROOf' PANElS ~ <br />3105 H-2a AlLOY <br />WINO LOADS: C.6RPORTS, SCREEN ROOloCS, AND OlHER 0PtN 6'JILOlNC$ <br />O,H, CONDITION NO 0, H, 1 O.H, 2' O,H, S O,H, <br />J" x 0.026" 100 WPH W.L. 15'-"- 16'- ,- 16'- 5" IT- 0" <br />110 Wl>H W.L. J4'- SO 1.'- 5- 14'-10'" 15'- 6- <br />120 ~'W.L' 13'- 0" - 13'- 2" 13'- r ,,,'-,,- <br />SO x 0.032" 100 IotPH W.L. 18'-10- 1$'-11" 19'- 3" 19'- 9" <br />lID "'PH W.L. '0-10" 10-1'- 17'- 4" 17'-11" <br />120 t.lPH W.L 15'-,,- 15'- S" 15'-"- 16'- S- <br />U\IE LO.'D:ALL BUWNG TYPES <br />O.H. ~OITlON NO O.H. ,. O.H. 2' O.H. S O.H. <br />03" x 0.026" 2011$F L.L '6'- I" 16'- 2" 16'- r 17'- 2" <br />, YJI/Sf LL. 13'- ,- 13'- J" ,$- S" ,,,'- 5" <br />J" x 0.032" 201/SF L.L. 18'- 4" '8'- S" I$'- 9" 19'- 3- <br />YJI/Sf LL 14'-11" 15'- I" 15'- 6" 16'- ,- <br />1. TOTAL ROOf' PN-IO. WIDTH. ROOt.l WIDTH PLUS WALL WIDTH PlUS OVERHANG. <br />2. THE SIotALLEST VALUE Of THE WIND LOAD TABU: OR 11;( LL, TABU: OO~ <br /> <br />[.: g: <br />S'- 2" <br /> <br /> <br />f= ~ <br /> <br />1: f <br />T- I" <br /> <br />9:- X <br />~:,~ <br />f.- ~" <br />7':' ~ <br /> <br />1.- r <br />s; - ,,-" <br />6'- 4 <br />~- Q" <br />- I <br />- 5" <br /> <br />~'- ~" <br />a,- g" <br />S- 2 <br /> <br />11~- se- <br />," - 5" <br />1~'- P: <br />\}: ~- <br /> <br />--'- <br /> <br />,~.. ,. <br />lti-11" <br />10'-11" <br /> <br />14'- ~- <br />'S;- 2'" <br />12- 3 <br /> <br />1"'- r <br />1~- I" <br />14'- 4" <br /> <br />2' O. H. <br /> <br />3' 0, H. <br /> <br />~: 6: <br /> <br />g'- 2- <br />7'-10" <br /> <br />~:,;\" <br /> <br />g'- S- <br />a'- I" <br />'~'-Ig: <br />11 - 6 <br /> <br />I~'- s" <br />li'- 4" <br /> <br />'l'ABU: 1; t.IAXllotUW SPANS rOR INOVSTRY STANDARD ALUJ.iINUIot CQI,lPOSlTE ROOf <br />PANElS W/o3l05-Hl"/H-25 ALUIolINIAf AllOY SHEATHING k 1.01 EPS CORE <br />~L().Io.OS <br />CARPORTS. SCREEN .t VINYl. ROOMS, AND OTHER OPEN BUlLDlNcs. <br />O.H, 000llON NO O,H, I' O.H. 2' O,H, .:r O,H, <br />J"x 0,026" 100 "'PH W.L IS' - 4" IS' - 6- IS' - 10" 16'- 6" <br />110 ..PH W.L. lJ'- 9" 13'- II" ,.'- 4" 15'- 0" <br />120 IolPH W.L. 12'- S- 12'- S" 13'- 2" 13'- 11- <br />J"x 0.032" l00..PH W.L, 16'- s" IS'- 9" 1/- 2" ,T- g" <br />110 IotPH W.L ''''-1'- 15'- 0" 15'- 5;' IS'- ,- <br />120 Iol?H W.L, 13'- r 13'- 9" 1.'- 2" 14'- '0" <br />"-x 0,026- 100 'IotPH W,L, 15'- 8" 15'- 10- 16'- 2" 16'- 10- <br />110 ..PH W.L, ,,,'- 0" 14'- 2" 14'- I 15'- 3" <br />'20 IolPH W.L 12'- 10" 13'- 0" 103'- S" 24'- 2" <br />4"x 0.032" 100 IotPH W.L, la'- s" 18'- 10" 19'- I" 19'- r <br />110 "PH W.L 16'- 9" 16'- 10- 17'- 2- li- 9" <br />120 IolPH W,L, 15'- 3- 15'- 4" 15'- g" 16'- 4" <br />U\IE LOAD (INCLUDES 2 I/SF DEAD LOAD) <br />All BUIl..DCNG TYPES <br />J"x 0,026" <br /> <br />221/Sf' 13'- I" 13'- 2" 13'- 8" '4'- 5- <br />o321/SF 10'- 10" 11'- 0" 11'- 6" 12'- 5- <br />221/<$ 1.'- 2" ,,,'- 4- 14'- 9- 15'- 5" <br />o321/SF 11'- 9" 11'-"" 12'- s" 13',.. 2" <br />221/SF 13'- 5" 13'- 6- '4'- 0" 14'- a" <br />321/Sf 11'- ,- 11'- 3" 11'- 9- 12'- r <br />221/SF 15'- II" 16'- 0" 16'- 5" 17'- 0" <br />J21/Sf 13'- 2" 13'- 4" 13'- g- 1.'- 6" <br /> <br />1, TO'l'AL ROOF PANEL WIDTH . ROOIot WIDTH + WAll WIDTH + O\IERHANG, <br />2. 11;( l.ESS(R S?AN Of WINO lOAD ~ U\IE LOAD SHALl OO~. <br /> <br />J"x 0.032" <br /> <br />4-x 0.026" <br /> <br />""x 0,032" <br /> <br />TABLE 2; t.lAX. ROOf' 8EAW SPANS rOR CARP~ TS. SCREtN .t ~N'Yl ROOWS AND <br />OTHER OPEN STRUCTURES w/ SOl..() RW"S 6063 T-6 AllOY <br /> <br />EXAloIPlE: rOR S?AN "L" ON DRAWING USE lOAD YllOTH . "vi" 12 + O,H, <br />2-x ."x O,~" TILT BEAM: lOAD WIO'lrl . ''''/2 + 2'O.H, . g' <br />LOAD WITH .. g'; L.L. 0221/<$ 8(AIof S?AN" T- J- <br />BUJA SIZE BEAU SP,t.,H F'OR DESIGNATED LOADS <br />6EAJ.A U\IE LOAD WIND LOAD <br />LOAD WIDTH 221/SF J21/SF 100 IolPH 110 "PH <br />2"" 3-xO,~- TIlT 6EJ.J.l ~ 2"x 3"xO,050" EXTRVSlO'l <br />5' $'- I" s'- I g'- 0- <br />6' i- .." 6'- 0" 8'- 3- <br />7' 6'-10" 5'- s" T- S" <br />8' s'- 5" 5'- 2- i- 2- <br />9' s'- 0" 4'-11" 6"- g" <br />10' 5'- 8" .'- S" 6'- 5- <br />," 5'- S- 4'- S" 6'- I" <br />12' 5'- 2" 4'- 03- 5'-10- <br />i,2-x 4"x O.05O-x nLT ~ <br />5' g'- 9" 8'- 0" <br />...".6'.., 8'-_'1"" 7'- 3" <br />,...,7', 8'. 3 6'- g" <br />. 8' 7'- g" 0- J" <br />g' EXAloCPLE T- 3- 5'-"- <br />10' 6'-11" 5'- r <br />11' 6'~ r 5'- 4- <br />12' s'- 3- 5'- 0- <br />2"x .-x O.~-x 0.120" s.w.8. <br />5' ' 12'-10" 10'- 5" <br />6' '1'- S- 9'- S- <br />7' 10'-10- 8'-10- <br />S' '0'- ,- 8'- 3- <br />9' 9'- 6" i- 9- <br />10' 9'- ," 7'- S- <br />II' 8'- 8" T- 0" <br />12' 8'- J" 6'- g- <br />2-x S"x 0.050"" 0,120- S.I,I.8, <br />s' 15'- 2" 12'- 4- <br />S. '03'-10" 11'- J" <br />7' '2'-10" 10'- 5" <br />S' 12'- 0- 9'- 9- <br />9' 11'- J- 9'- 2" <br />10' 10'- S" a'- g" <br />,,' 10'- 03" $'- 4- <br />12' 9'- 9- 8'- S" <br />2"x IX 0,062-x 0.120" S.IoI.8, <br />s' 17'- 9- 14'- s" <br />7' IS'- S- IS - S" <br />S' 15'- 5- 12'... r <br />g' ,..'- 6- "'-10" <br />10' 103'- g" 11'- 3" <br />II' 13'- I" 10'- 9" <br />12' 12'- r 10'- J" <br />'3' 12'- ," 9'-10" <br />14' 11'- S" 9'- 6- <br />2"x IX O,062"'x 0,135" S.w.8. <br />6' 'a'- 4" IS'- 0" <br />7' 17'- 0" IS-I'" <br />S' 15'-"" '03'- 0" <br />9' '5'- 0" 12'- J" <br />10' 14'-10- 11'- r <br />II' '3'- 7" ,,'- 1" <br />12' 13'- 0" 10'- 7" <br />13' 12'- 6- 10'- 2'" <br />'4' 11'- 7- 9'-IO. <br />2"x 8"x 0.072"x 0,224- S...s. <br />7' 2"- 9- li- g" <br />8' 20'- 4- 16' - r <br />9' '9'-:t 15'- S. <br />10' 18'- 2- ''''-10" <br />11' 17'-.- 14'- 2" <br />12' IS'- r 13'- r <br />103' IS'- 0" 13'- 0" <br />,.' 15'- 5" '2'- r <br />2"x 9"x 0,072"x 0,224" S,...8. <br />T 24'- 2" 19'- 9" <br />8' 22'- 7- 18'- 6" <br />9' 21'-"" li- S- <br />10' 20'- J" 16'- 0' <br />11' 19'- J" 15'- 9" <br />12' 18'- 5" 15'- I" <br />103' 17'- g" '4'- 0- <br />14' IT-'- '3'-". <br />2"'x 9-" O,072"x 0,0310" S".8. <br />T 26'-11" 21'-1,- <br />8' 25'- 2" 20'- s" <br />9' 23'- g- 19'- 4- <br />10' 22'- 6- 18'-." <br />11' 21'- 5" 17'- s" <br />12' 20'- s" 16'- 9" <br />1.3' 19'- g" IS'- I" <br />14' 19'- 0" 15'- 6" <br /> <br />10'-11" <br />10'- 0- <br />9'- )- <br />e'- 8" <br />8'- I" <br />i-9" <br />7'- ." <br />T- 0" <br /> <br />'4' - ." <br />IS -. ," <br />12'- I" <br />,,'- 4" <br />10'- a- <br />10'-' ," <br />g' - 8" <br />9' - 3" <br /> <br />16'-11- <br />15'- 6" <br />14'- 4" <br />IS - 5" <br />12' - a" <br />12'- 0" <br />11'- 5" <br />10'-11" <br /> <br />19'-11" <br />18'- 5- <br />'T- 3" <br />IS'- 3" <br />15'- 5" <br />,,,'- S" <br />14'- I" <br />'03'- 6- <br />IS - 0" <br /> <br />20'- 6- <br />19'- 0" <br />,i- 9- <br />IS'.,. 9- <br />15'-"- <br />15'- 2" <br />1.'- s" <br />IS-"" <br />'3'- 5" <br /> <br />2.'- .- <br />22'- 9" <br />21'- S- <br />20'- 4" <br />19'- 5" <br />18'- r <br />17'-10" <br />IT- 2- <br /> <br />27'- 0" <br />25' - 03" <br />23'-10" <br />22'- r <br />21' - 6" <br />20' - a" <br />19'-10- <br />19'- ,- <br /> <br />J)()' - ," <br />28'- 2" <br />26'- s" <br />25'- 2- <br />24'- 0" <br />22' - II" <br />22' - I. <br />2" - J" <br /> <br />8'- I- <br />i- 4- <br />S'-IO" <br />s'- s" <br />s'- 0" <br />5',,; S" <br />5'- S" <br />5'- 2" <br /> <br />g'- g. <br />8' - II" <br />S'- 3- <br />i- 9- <br />7'- 03- <br />6' -". <br />6'- r <br />s'- J" <br /> <br />12'-10" <br />,,'- 8" <br />10'-10. <br />10'- I" <br />9'- 6- <br />9'- I" <br />a'- a" <br />S'... 3" <br /> <br />15'- 2" <br />1.3'-10" <br />12'-10" <br />12'- 0" <br />11'- :s- <br />10'- a" <br />10'- J" <br />9'- 9" <br /> <br />li- g" <br />1S'- 6" <br />15'- S- <br />14'- 6" <br />13'- 9" <br />'3'- ,- <br />12'- r <br />'2'- ,- <br />,,,- 8" <br /> <br />'S'- 4- <br />11'- O. <br />15'-"" <br />15'- 0" <br />1.'- 03" <br />'3'- 7" <br />13'- 0" <br />12'- s" <br />11'- 7" <br /> <br />2"- 9. <br />20'- 4" <br />19'-2" <br />18'- 2- <br />17'- ... <br />10- r <br />16'- 0" <br />15'- 5- <br /> <br />.2.' - 2" <br />22'- 7" <br />21'- .." <br />20"- <br />19'- 3'" <br />18' - 5" <br />IT- 9" <br />17'- ,- <br /> <br />26' -,," <br />25'- 2- <br />23'- 9- <br />22',.. 6- <br />21'- s- <br />20'- s" <br />19'- g" <br />19'- 0" <br /> <br />120 I.lPH <br /> <br />7' - 5" <br />6'- 9" <br />6'- 3- <br />5'-10- <br />5'- (i" <br />S'- 2'" <br />5'- 0" <br />4'- g- <br /> <br />8'-11" <br />8'- ,- <br />T- 6- <br />7'- 0" <br />6'- 8" <br />6'- J" <br />6'- 0" <br />5'- g" <br /> <br />,,'- :s- <br />10'- 8" <br />g' -,,- <br />9'- J" <br />$'- 8" <br />8'- J" <br />S'-10- <br />T- 6" <br /> <br />13'-10" <br />12' - S" <br />,,,- S" <br />10'-11" <br />10'- ." <br />g'- 9" <br />9'- 4" <br />S'-11" <br /> <br />16'- 3. <br />15'- 0" <br />,..'- ,- <br />. 13'-3" <br />12' - 9" <br />12'- 0" <br />,,'- S- <br />,,'- 0" <br />10'- r <br /> <br />16'- 9" <br />15'- s" <br />,.' - 6" <br />1,3'- S" <br />13'- 0" <br />, 2' - 4" <br />"'-10" <br />I I' - ~- <br />10'-11- <br /> <br />19'-11- <br />18'- r <br />17'- S" <br />10- r <br />15'-10" <br />15'- 2- <br />,,,'- r <br />,..'- 0" <br /> <br />22'- I" <br />20'- 8' <br />19'- s" <br />18'- 6" <br />17'- 7" <br />16'-10' <br />16'- 2" <br />15'- r <br /> <br />2"'- I <br />22'-1'" <br />2"- 8" <br />20' - s" <br />19'- r <br />18'- 9" <br />1S'- 0" <br />17'- 4" <br /> <br />1. 'THE SMALLER S? AN f'RQt.l THE L.L. OR '!HE WINO LOAD 'I' ABLE GOVERNS. <br /> <br />TA8lE J: SCHEOVl.E ~ POST TO eEAiot SIZE .t 1 rs ~ BOlTS REOUlRtO <br />B(AW SIZE ..JNIloIIJW I /lHRIJ BOlTS 0 L- D + 1/2. <br />POST SIZE 1/4- 3/8- <br />2"x 3"x O,~" TU 3"x 3"x 006"' SoaIpd , <br />2"x .."x o.~" 'TIl'l' o3'x 3"x 0,06-" 1 <br />2"x 4"x 0044" x 0,12" $l.I8 $"X 3"X 0,06" 2 <br />2")( 4")( 0,044- x 0,15" SM8 3"X 3"X 0,06" 2 <br />2")( 6")( 0.044" x 0,12" SM8 03")( 3"X O,Qgo3 , 2 <br />2"x Ix o,~" x 0.13- SI.l8 3"X 3"x O.Qg, 03 2 <br />2"x 8")( 0.070" x 0.25" SI.le 5"X 5"x 0.12~ 4 3 <br />2"x 9"x 0,070' x 0,23" SW8 3"X 3"X 0,125 4 3 <br />TA8lE 4; WAX. ROCf' AREA fOR .t.l.VWINVW ~T/~ 9UIl..OlNG POST <br />F'OR ALLOWAEU ROOf AAtA USE "AAtA- . S x (*/2 + O.H,) , <br />EXAI.I?lL: "S" - T , W . 12', .t O.H. +. r THVS: "AAf.A" - ~ SF <br />POST T'I'PE WAX. AllOWABLE ROOf AAtA IN SQUARE raT <br />1.lAX. HeT, . WAX. LOAD N I lJ>'E + DEAD LOAD WINO LOADS <br />,3-x 3"><0,040" ROll r~.. 5ISI/Sf 221/SF 100 IotPH 110 IotPH 120 IolPH <br />8'- 0" 1,200 '31 321 450 ~ 300 <br />l~: 8: N~ 'gg ~~ m ~~ ?~ <br />S'k~~'06O" ~,~.. ,~ 34' 469 3i~ 312 <br />10'- 0" ~ooo 109 2~ 375 300 ~ <br />lr- 0" 5.200 ~ 2....... 325 235 21S <br />:~~!t'~'~ ~O. ',~ ~ ~. m ~ <br />16'- (f &:120 111 278 382 .306 2~ <br />:S-x J"x 0,90" 'IV8(. lot ' <br />11'-10- '2.m 236 m 810 ffl <br />14'- ~ 11 7 ~1 691 ~ <br />16'- O. (I 167 41 51.. ~9 <br />S'x 3"x 0. 'Z5" 1IJ8E. <br />t{.: to am ~~~ t1~ <br />16'- 0- 8;000 145 ~ <br />4"x 4". O,IZ5" lVeE. <br />15'- 9" 23,280 4203 ',058 1,455 1,1&4 <br />!.t- ct 20:712 37S 9.., 1.2S.. 1,034 <br />CJ - U 18....30 J.35 8.38. f,l~2 9Z2 <br />" ALLOY 606J T-6 .. 1oll0Y 3105 H16 <br />1. tHE SWAl..l.EFI ROOf AREA rs u\t: + DEAD Lo.o.D ANO WINO LOAD SHAlL OO\IERN. <br />TA8lE 5; ISOLATED rOOTINGS <br />WAXlt.AN ROOf AREA IN SF rOR CARPORT POST WI tSa.ATEO F'OOTlNC <br />rOOTING TYPE AND SIZE rOR BELOW USTEO WINO \fiOClTY UPUFT LOADS <br />PO\.JREt) CONCRE'It 100 ..PH \10 WPH 120 ""PH <br />"-0")( 1'-0"x "-0" 29 Z5 21 <br />1'-.."x ,'-4")( 1'-"" 86 72 61 <br />,'-6"x ,'-6")( 2'-0" 163 I~ 116 <br />1'-8"X 1'-8"X 2'-0" 187 1~ 134 <br />,'-8"X ,'-a"x 2'-6" 275 m 196 <br />2'-0"X 2'-O"x 2'-0" 546 2S8 2S7 <br />2' -S")( 2' -6"X 2' -S- 463 J86 331 <br />PRE-tAST SlA8 W/ 801 SAO<-CRETE .t 8AO<fll O~ SlA8' <br />1'-.."X ,'-..")( r~4- 117 ' 97 <br /> <br />540 <br />m <br /> <br />9t4 <br />~ <br /> <br />m <br />400 <br /> <br />~ <br /> <br />970 <br />86.3 <br />i68 <br /> <br />~ <br /> <br />ANCH~ AllOWABLE LOADS ANO WAX. LOAD AAr.A r~ ANCHORS <br />ANCHORS INTO WQ(X) r~ OPEN BUl.OlN<>S <br /> <br />AllOWABLE LOJl.O / t.lAX. LOAD AAr.A ($.F.) 0 120 u.P.H. WINO LOAD <br />I Of ANCHORS 1 2 3 . <br />DlAlolETER ANCHORx EloISEOl4tNT <br /> <br />7921/J8 s", ',~I/50 S., <br />1,ISS,/57 s... l,~I/75 $.F, <br />1,980I/S4 s.F'. 2.6401/126 $.F. <br />9361/45 S,;, 1,24$#/59 $.F, <br />1.4041/67 s... I.S721/89 s.r. <br />~340#/111 s.r, 3.1201/14$ S.. <br />'.OUIl!A $.F, 1,"241/68 $.f. <br />',6021/76 s.r. 2.'~I/102 $.F. <br />2.6701/167 S.', 3,5601/169 s.r, <br /> <br />1/." x ,- 2641/13 S.., S281/25 s.., <br />1/4" x , '/2" 3~I/19 S.f'. 79211J8 s... <br />1/4" x 2 '/2"', SWI/31 $.F. 1.3201/63 $.F. <br />5/10' x I" :3121/15 S,F', ~"I/JO S,;, <br />5/10' x 1 1/~ 4$81/22 $.f, ~I/45 s.., <br />5/16- x 2 1/2" 78IJI/J7 s.., 1,5601/74 sr. <br />3/8" x I" J5f0l/17 $.F, 7121/!A s... <br />03/8" x , '/2" 5341/25 s... ',0681/51 s.r. <br />3/8" x 2 1/2" 8901/42 Sol'. 1,7801/85 s.;, <br />ANCHORS INTO CONCRETE rOR OP(N BUILOINGS <br />AllOWABU: LOAD / WAX. LOAD AAr.A ($.F,) 0 120 M.P,H, WIND LO.a.o <br />1 ~ ANCHORS' 2 03 <br />OlAlolETER .A.NCHORx OolBEOUENT <br />'/4- x 1 1/2" 7571/~ $.F. 1,5141/39 $.F. 2,271'/108 S.f'. 03,0281/144 $.F. <br />3/8" x 1 1/2- 1.050I/!lO s,r, 2,lI.'/~3 SoF', .3.1711/151 $,F', ",2281/201 s.., <br />1/2" x 2 1/4- '.-<<31/69 S.., 2.SUlllo37 S.;, ",3291/206 S.., 5,n211275 $.F. <br />ll-CRQlJGH BOt. TS POST TO BEAt.! rOR OPEN BlJIl.DlNG <br /> <br />. <br /> <br />AllOWABLE LOAD / t.lAX. LOAD AA(A (S.1',) 0 '20 M.P,H. WINO LOAD <br />, ~ ANCHORS 1 2 3 <br />OlAlolETER ANCHORx (LENGTH . POST THICKNESS + 1/2-) <br /> <br />1/4" x 1+1/2- 2.J5fo,/"2 So., ",7121/213 S.F, 7,0681/~ s.., <br />3/a" x 1+1/2" 5.300I/2~2 So.. 10.6001/505 s.r. <br />1/2- x 1+'/2" 9,4261/-<<9 S... <br /> <br />~ III <br />l5 cO~ <br />~ -~ ~ <br />101 a:o <br />:xg: ~a: ~ <br />1013 ~~ III <br />~~ o~ 0') j <br />~~ OVl ~ <br />i3 w~ - ~ <br />0'" ;9 ~! <br />~~ ~o 8 ~ <br />Vl~~:d ~ ~O> <br />~o~8~~g ~'? <br />5l~ ~~ 1'5....0 <br />o~~ z!C!:2 all5~ <br />~~~ ~&~ ~ i!(j <br />Vl<-i~oo(Vl~ ~ <br />~ ~ Vl~ n.tj <br />Vl~16. ~~o 0( W <br />wzw o(j5V Z o~ <br />~~~id~g~~ <br />~lS~ :nl~ al ~~ <br />~ oN I'i <br /> <br />~ <br />a::- <br />0) us <br />f5~ <br />>0 <br />o <br />0<5 <br />o:Z <br />wO <br />xz <br />(.)< <br />c(.... <br />~~ <br />c('W <br />a:: <br />u. <br /> <br /> <br />SHEET I <br /> <br />Of <br /> <br />~ <br />~ <br />