<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...
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