|
<br />TABlE l' ~AXJ),jU'" SPANS F"OR STANOARD ALUMINIJU ROOf" PANELS ty
<br />, 3105 H-l' OR H-25 ALLOY
<br />WINO LOADS: ~T'3, S(;R!EN ROOl.IS, ANO OTHER OF'EN BUILDlNC'S
<br />O,H. CONDITION NO 0, H. I' O. H. 2' 0, H. 3" O. H.
<br />1-1/'.",_0,020"
<br />100 "'PH W. L r- f-
<br />110 I.APH W. L S'-
<br />120 I.lPH w, L. 5'-1'
<br />1-1/"~0.032"
<br />100 I.lPH W. L 1: 6:
<br />110 I.APH W. L. ""-10'
<br />120 I.lPH w. L ~
<br />1-3/4""'_0.020.
<br />r_ 5" 7'- I
<br />100 I.APH W. L. "'_ a" ~'-11"
<br />110 ~PH W. L ~'" '_ ."
<br />120I.lPHW.L. 5-1 ..
<br />1-3/4"x_O,032"
<br />100 ~PH W. L 8'- ~ ~'- \l.
<br />110 I.APH W. L. r-l0 8 - 1
<br />120 I4PH w. L. r- I" 1- 5-
<br />3"",_0,026'
<br />100 I4PH W. L. lJ- ,!.: 'llJ,:,I~-
<br />118 ~~ ~ 'c 1b':' S" 10'-11"
<br />3"x_O,032"
<br />100 MPH W. L 15'- ~ 1~'- ~
<br />110 t..fPH W. L. 13'-10 14 - 0
<br />120 I4PH w, L. 12'- a" 12'-10"
<br />U'v1:: LOAD: ALL BUILDING l"'rffS
<br />O,H. CONOITION NO O. H. I' 0, H.
<br />1-1/4"x_O,025"
<br />20 I/sr L L r- 0"
<br />.30 I/Y L. L, 5'- 9"
<br />1-1/4"",_0,032"
<br />20 I/Y L, L. 8.- 3"
<br />.30 I/Y L L S'- 9.
<br />l-J/4"x_O,020"
<br />20 I/SF L L
<br />.30 I/Y L. L.
<br />1-3/4'",_0,032.
<br />20 I/Y L. L. 8'- I 8'-10" 9'- 5"
<br />.30 l/Sf L L 7'- o. r- ," 8'- I"
<br />3"x_O.020" , 1"'- ," 1 '.-10" ,.'- 0"
<br />20 Ijy L. L. 13 - 3" ~.. oJ ..
<br />.30 I/sr L. L. 10'- 9" 11'- 0" 11'- 5" 12'- 4"
<br />
<br />foxl~lJ{ L, 15'- I" 15'- 2" 15'- I 16'_ 2"
<br />.30 I/Y L L. 12'- 3" 12'- 5" 12'-11" 13"- a"
<br />I, TOTAl ROOf' PANEl WlOTH ~ ROOU 'MOTli PlUS WAlL 'MOlrl PluS ~RHANG-
<br />2. THE $MALLEST VALUE ty THE YclNO LOAD TASLE OR lliE L,L TASU: COV(RNS,
<br />TABlE 1: I.lAXl}./W SPANS F"OR STANOARD ALUWffilof ROOF' PANElS ty
<br />3105 H-28 ALLOY
<br />WINO LOADS: CAAPORT'S, SCREEN ROal~ AND OlliER CffN BUIlDiNGS
<br />O,H. CONDITION NO O. H. 1 O.H. 2' O.H.3" O,H.
<br />3" ,,0.026" l00!.lPH W,L 15'-11" 16'- I" 16'- 5" lr- 0"
<br />11014PH '!Y.L 14'- 3" 14'- 5. 14'-10" 15'- 0"
<br />120 ~PH W,L 1.3"- 0" 13"- 2" 13'- I 14'- 4"
<br />3" "0,032" 100 I4PH 'N,L. 18'-10" 18'-"" 19'- 3" 19'- 9"
<br />110 I4PH '!Y.L 16'-10" 10'-11" lr- 4" lr-l1"
<br />120 t.lPH 'N.L 15'- ," 15'- 0" 15'-11" 10'- 6"
<br />U'A:: LOAl>. All 8Ulll)NG T'YPES
<br />O.H. CONOITION NO O.H. I' Oli. 2' Oli. 3" O.H.
<br />3" ,,0.026" 201/SF LL 10'- I" 16'- 2" 16'- I Ir- 2"
<br />.301/SF LL 1.3"-'" 13"- yo 13'- a" ,,'- 5"
<br />3" ,,0,032" 20//SF L,L 18'- ," 18'- 5" 18'- 9" 19'- 3"
<br />.30//SF LL ,,'-,,- 15'- I" 15'- 6- 16'- I"
<br />I. TOTAl ROOf' PANEl WIOlH - ROQU 'MOTli PlUS wAlL ...oTli PluS OVERHANG.
<br />2. THE SMAlLEST VALUE ty lliE WINO LOAD TABlE OR lliE L.L TABlE GOV(RNS.
<br />
<br />TABlE 1: I4AXlt.AUIof SPANS f'OR INOUS1RY STANDARO ALU\.ClNlJl,C ~SlTE: ROOF
<br />PANELS 'N/3105-H14;H-25 ALUWINUIof ALLOY SHEAllilNG &c 1.01 E?S CORE
<br />'MNO LOADS
<br />CARPORTS, SCREEN Jt V1N'Yl ROO4S, AND OTHER OPEN BUIlDINGS.
<br />O,H. CONOITION NO O,H, I' O.H. 7: O,H. 3" O,H.
<br />3"" 0.026" 100 lAPH W.L 15'- ,- 15'- 5" 15'- 10" 10'- S"
<br />110 IAPH IH. 1.3'- 9" 13'- II" 14'- " 15'- 0"
<br />'20 MF'H W,L 12'- 5" 12'- S- 13'- 2- 1.3"- 11-
<br />3-" 0.032. 100 lAPH W.L. 16'- a" IS'- 9- lr- 2" lr- 9"
<br />110 "'1'1-1. W,L 1"- 11- 15'- 0- 15'- 5" 10'- ,.
<br />120 MPH. W,L 13"- I 13'- 9" ,,'- 2" ,,'- 10-
<br />4"x 0,025" 100 lAPH w.L. 15'- 8- 15'- 10- 16'- 2" 10'7 10"
<br />110 IoIPH W.L. 14'- 0" 14'- 2" 14'- .,. 15 - 3"
<br />120 MPK w,L 12'- 10- 13"- 0- 13'- 5" 14'- 2"
<br />4")( 0,032" loo",PH W.L. 18'- 8" 18'- 10" 19'- ," 19'- 7-
<br />110 IAPH 'N.L. 10'- 9" 10'- 10" lr- 2- lr- 9-
<br />120 MPH W,L 15'- 3- 15'- ," 15'- 9" 10'- 4.
<br />LM: LOAD (INClUDES 2 I/Sf' OOD LOAD)
<br />ALL BUlLDING T1'?ES
<br />3'" 0,026"
<br />
<br />t21/SF 13'- I" 13'- 2" 13'- 8" 14'- 5.
<br />321/SF 11)'- 10" 11'- o. 11'- o' 12'- 5'
<br />221/SF 14'- 2" 14'- 4" 14'- 9" 15'- 5'
<br />321/SF 11'- 9" 11'- II' 12'- 5" 13'- 2"
<br />221/Sf' 13'- 5' 13'- 0" ,,'- 0" 14'- a"
<br />321/SF 11'- I" 11'- 3" 11'- 9" 12'- I
<br />221/S, 15'- ,,' 16'- 0" 10- 5" lr- 0"
<br />321/SF 13'- 2- 13'- 4" 13'- 9- 14'- o'
<br />
<br />1. TOTAL ROOf' PMEL 'MOTli - ROOY 'MOTH + WALL 'Mon; + OVERHMC,
<br />2 11-IE '..ESSER SPAN OF" WINO LOAD OR U'A:: LOAD SHAlL GOVERN,
<br />
<br />7'- S"
<br />0'- S"
<br />0'- 2"
<br />
<br />~: ~:
<br />r- I"
<br />
<br />7" - 3"
<br />0'- ,"
<br />
<br />8'- 0"
<br />r- 0"
<br />
<br />r- ,"
<br />0'- O.
<br />
<br />7"- 7-
<br />0'- ,"
<br />
<br />3"", 0,0.32.
<br />
<br />4'", 0,026"
<br />
<br />4"" 0.032"
<br />
<br />1: ,;
<br />7'- l'
<br />
<br />9'- 3-
<br />8' ,..
<br />1'_I,'io
<br />
<br />!- ~"
<br />r- 9_
<br />- 3
<br />
<br />,,' .,.
<br />e'f_ 9"
<br />8"- 2-
<br />
<br />lJ'- ~"
<br />'1,;-: \"
<br />
<br />If- ~.
<br />13 - 2'
<br />12'- 3-
<br />
<br />1~'- ~
<br />14 - 5'
<br />13'- 3"
<br />
<br />1""- 7"
<br />15'- I"
<br />14'- ."
<br />
<br />2' O. H,
<br />
<br />3' O. H.
<br />
<br />a'- I"
<br />r- 0"
<br />
<br />9'- 2-
<br />r-l0.
<br />
<br />a'- ."
<br />r-l1"
<br />
<br />TABlE 2: t.lAX. ROOf" B€AiA SPANS F"OR CAAl"ORTS, SCRE(N &I V1N'Yt RQCf.lS ANO
<br />on;ER OPEN STRUCTURES w/ SOCIO ROOfS 6063 T-o ALLOY
<br />E)(AJ.If't(: F"OR SPAN.L" ON QRAYclNG U~ LO,f,O WlDTli - .w" /2 + O,H.
<br />2." ,"" O.~" TIlT 6UJA: LOAD WfDTli - 14'/2 + 2'O,H. - 9.
<br />LOAD WlTli - 9'; LL 0 211/SF BE:AJ.t SPAN - 7'- 3-
<br />6UJ,A SIZE BE:ALl SPAN F"OR DESIGNATED LOADS
<br />BE:AU LM: LOAD WINO LOAD
<br />LOAD wroTH 221/SF J2IISF 100 MPH 110lo4PH 120 lolPH
<br />2"" 3-xQ,~" TIt. T BE:AU OR l"" 3")(0.050- EXTR\JSlON
<br />5' 8'- I" 0'- I 9'- o.
<br />, r. ," 5' 0" a: 3"
<br />~ 0':'0" 5': 0- r: 0"
<br />8' 0'.;" 5. 5'- 2" 7'- 2"
<br />9' 0'- 0" 4'-'" 0'- 9"
<br />10' 5'- 8'" ,'- 8'" 0'- S.
<br />II' 5'- 5" ,'- 5. 5'- I"
<br />12' 5'- 2- ,'- 3" 5'-10"
<br />2"" ,"" 0.050"" TILT 6(Joj,I
<br />5' 9'- 9" 8'- 0- 10'-11" 9'- 9" 8'-11"
<br />6' a.-II. r- 3. 10'- 0- S'-1'. a'- I"
<br />r a'- 3- 0.- 9- 9'- 3- 8'- 3- 7- 0"
<br />a' r- 9" 6'- 3- 8'- 8- r- 9" r- 0"
<br />9' EXAMPU; 7'- 3" 5'-"- 8.- ," r- .... 0.- a-
<br />10' 0'-11. 5'- .,. r- 9" 0'-11" 0'- 3"
<br />II' S'- r 5'- 4" r- 4" 6'- .,. S'- 0"
<br />12' 0'- 3" 5'- 0" 7'- 0" 5'- 3- 5'- 9"
<br />2"" ,-x 0.04'"" 0.120'" S,I.4.6. ---------- 11'- 3------
<br />5' 17:-10- 10'- 5. 14'- ," 12'-10"
<br />0' 11'- 8" 9"- 6" 13'- I" 11'- a" 10'- 8"
<br />r 10'-10- S'-10" 12'- I" 10'-10" 9'-11"
<br />8' 10'- I" 8'- 3- ,,'- 4" 10'- ," 9'- 3"
<br />9' 9'- 0- r- 9. 10'- a" 9'- 6" 8'- S-
<br />10' 9'- I" r- 5" 10'- I" 9'- I" 8'- 3"
<br />11' 8'- s. r- o. 9'- 8" 8'- 8- 6'-10-
<br />12' 8'- 3- 5'- 9- 9'- 3" a'- J- r- o.
<br />2"x s." 0,050." 0.120" $.W.6. ___________________
<br />5' 15'- 2" 12'-." 16'-11" 15'- 2" 13"-10"
<br />s' 13'-10. 11'- 3" 15'- 6" 13'-10- 12'- a"
<br />r 12'-10" 10'- 5" 1.'- 4" 12'-10- 11'- 8"
<br />S' 12'- 0" 9'- 9" 13"- 5" q'- 0" 10'-""
<br />9' ,,'- 3" 9'- 2" 17:- 8- 11 - 3" 10'- 4"
<br />10' 10'- a- 8'- 9' p'- 0" 10'- 8" 9'- 9"
<br />II' 10'- 3" 8'- ," 1;"- 5" 10'- 3" 9'- ."
<br />12' 9'- 9" 8'- 8'" 10'-11" 9'- 9" a'-\1"
<br />2-xf" o,~-" ~V~"lW.6.,.._=_o.-____;3r:2..---1r::z..---,5'- a-
<br />s' 15'- 8'" 12'- 9- 17'- 0" 15'- 8- 14'- 3"
<br />r 14'- 6" "'-10" 16'- 2- 14'- S" 13"- 3-
<br />8' 13"- r 11'- I" 15'- 2" 13'- I 12'- ,"
<br />9' 12'- 9" 10'- 5" 14'- 3" 12'- 9" ,,'- a"
<br />10' 12'- I" 9'-11" 1.,3'- .,. 12'- I" ,,'- I"
<br />II' 11'- I" 9'- ~" 12".,.11" 11'- r 10'- 0"
<br />12' 10'- 3- 9'- 0" 12'- ," 10'- 3" 10'- I"
<br />2"x '" O,06l"x 0,120" $.Lt.6.
<br />s' lr- 9- 14'- 0"
<br />r 15'- 6~ 13'- 5.
<br />8' 1~'-~" 17:- I
<br />9' 14'- 0" 11'-10"
<br />10' 13"- 9" 11'- 3"
<br />II' 13"- ,- 10'- 9-
<br />12' 12.- I 10'- J'"
<br />13' 12'- I" 9'-10"
<br />,,' 11'- a- 9'- 0"
<br />2"" 7"" 0,062"" 0,135- $.U.6.
<br />0' la'- 4" 15';.. 0" 20'- 0- 18'- ," 16'- 9-
<br />r lr- 0- 13"-1'" 19'- 0" lr- 0" 15'- 0-
<br />8' 1~'-11" 1.3"- 0- 17'- 9- 15'-11" 14'- 6'
<br />9' 15'- 0- 17:.;" 3" 10'- 9" 15'- 0- 13"- e-
<br />10' "'-10" 11'- I 15'-11" 14'- 3- IS- o-
<br />Il' 13"- r 11'- ,. 15'- 2. 13'- 7- 12'- 4-
<br />12' 13"- 0- 10'- r 14'- 0" 13"- 0- 11'-10"
<br />13' 12'- S- 10'- 2" IS-1'- 12'- 0" ,,'- 5"
<br />14' 11'- r 9'-10" 1,3'- 5" 11'- I 10'-1'.
<br />2-" 8"" 0,072-" 0,22'" $.M.8. ___________________
<br />r 21'- 9" 17'- 9- 2,4'- 4- 21'- 9" 19'-11"
<br />8' 10'- ,- 16'- I Z"'- 9" 2"'- 4" 18'- I
<br />9' 19'- 2" 15'- l'l" 21'- S" 19'f- 2- 17'- o.
<br />10' la'- 2" 1,'-liY' 2(/- 4" 18.- 2" 16'- I
<br />II' lr-." ,,'- 2" 19'- 5- lr- 4" 15'-10"
<br />12' 16'- 7" 1.3"- I 18'- I 10'- I 15'- 2"
<br />13' 16'- 0" 13"- 0" lr-l0- 16'- 0" ,,'- I
<br />,,' 15'- 5. 12'- r lr- 2" 15'- 5" 14'- 0"
<br />2"", g"" 0,072"" 0,22'" S.I.I,8. ..:r-:=J.-------:T---=-:;.------
<br />7' 24'-2" 1';1-9 2r-0" 24-2" 22-1
<br />a' 22' - 7" 18" - 0- 25' - 3- 22' - 7" 20' - 8'"
<br />9' 21'-." 17'- 5" 23'-10- 21'- 4" 19'- 0"
<br />10' 20'- 3" \6';" S" 22'- 7" 20'- 3" 18'- 6"
<br />II' 19'- 3" 15'- 9" 21'- 0" 19'- 3- lr- I
<br />12' 18'- 5" 15'- I" 20'- 8" \,3'- 5- 10'-10"
<br />13' lr- 9" ,,'- s' 19'-10" lr- 9" 10'- 2"
<br />14' lr- 1" 13'-"" 19'- ,- 17- I" 15'- 7"
<br />2"x g"" 0,072"" 0,310" S.Lt.6. ______________________
<br />r 26'-11" 21'-"" .30'- I" 26'-11" 24'- 7"
<br />a' 25'- 2- 20'- 5'" 2a'- 2" 25'- 2" 2~'-I1"
<br />9' 23'- 9" 19':..." 2S'- o' 23'- 9" 21 - a"
<br />10' 2~'- 0" 18'-." 25'- r 2:r- o. 29'- o.
<br />II' 21- 5' 1]'- 0" 2.'- 0 21- 5' 19- r
<br />12' 20'- 5- 1S'- 9" 2"-11" 20'- 5" 1~- 9"
<br />13' 19'- 9' 10'- I" ii- l' 19'- 9" 18 - 0"
<br />14' 19'- O. 15'- 5" 2"- 3" 19'- 0" 17'- 4"
<br />
<br />8'- I"
<br />
<br />[.:,~
<br />0'- 5.
<br />0'- 0"
<br />5' - 8'"
<br />5'- 5"
<br />5'- 2"
<br />
<br />r- 5"
<br />~'.: f
<br />5'-10"
<br />5'- 0"
<br />5'- 2-
<br />5'- 0"
<br />,'- 9"
<br />
<br />19'-""
<br />18' - 5.
<br />17' - 3-
<br />16'- 3-
<br />15'- 5"
<br />14'- 8'"
<br />,,'- I"
<br />IS- 5'"
<br />13'- 0-
<br />
<br />lr- 9"
<br />16'- o~
<br />15'- 5"
<br />14' - 6-
<br />13" - 9"
<br />1.3"- 1"
<br />12'- I
<br />'7:- I"
<br />11'- 8-
<br />
<br />16'- yo
<br />15'- 0-
<br />,,'- ,"
<br />IS- 3"
<br />12'- 9"
<br />17:- 0"
<br />11'- S"
<br />,,'- 0"
<br />10'- I
<br />
<br />TABLE ,: t.lAX. ROoF AREA F"OR ALLIMINUI.A CAR?ORT/OPEN 8U1l.DlNC POST
<br />F"OR ALLOWABLE ROOf" AREA uS( "~A" _ S x (W/2 + O.H,)
<br />EXAUPU;: "$'"- r , VI ~ 12', &c O.H. +~ 7: il-IIJS: "~. '" ~ SF
<br />POST TYPE !.lAX AllOWABlE ROOf" AREA IN SQV~ fEET
<br />U'A:: + DEAD LOAD WINO LOADS
<br />~ HQT. 0 1oCAX. LOAD IN I 55#/SF t21/SF 100 I.CPH 110 MPH 12O!.!PH
<br />S" J-" 0.040" ROlL FOR\AED ..
<br />8' - 0" 7.200
<br />10'- 0" 5.500
<br />12'- 0" 4,700
<br />Sx 3"" 0,060" ROlL F"ORIoCED ..
<br />8' - 6- 7,500
<br />10'- 0" 6,000
<br />12' - 0" 5,200
<br />S'" 3-" 0,060" SCAlLOP€:D .
<br />11'-10- 8.540
<br />,,'- 0" 7,J.30
<br />IS'- 0" 6,120
<br />S'" 3-" 0.90- ruBE: .
<br />11'-10" 12.960
<br />,,'- O' 11.070
<br />16'- 0" 9,180
<br />S" 3-" 0,125. ruBE.
<br />13"- J- lJ.5OO
<br />14'- 0" 12.000
<br />16' - 0- 8.000
<br />4"" ,"" 0.125. ruBE.
<br />15'- 9" 23.280
<br />18'- 0" 20.712
<br />20'- 0" 18,430
<br />. ALLOY 606J T-6
<br />.. ALlOY 3105 HIS
<br />1. THE: SMALLER ROOf AREA ty UVE + DEAD LOAD AND WINO LOAD SHAlL GO~RN.
<br />
<br />TABlE 5: ISOLATED FOOTINGS
<br />l.IAXlt.fUIof RQOf AREA IN SF FOR CARPORT POST W/ ISOlATEO FOOTING
<br />FOR BElOW USTEO WIND VELOOrf UPLIFT LOADS
<br />100 ",PH 110 Io4PH 12\) ...PH
<br />
<br />131
<br />100
<br />85
<br />
<br />327
<br />250
<br />213
<br />
<br />360
<br />275
<br />235
<br />
<br />300
<br />229
<br />196
<br />
<br />450
<br />343
<br />2'9'
<br />
<br />136
<br />109
<br />95
<br />
<br />341
<br />273
<br />236
<br />
<br />375
<br />300
<br />235
<br />
<br />312
<br />250
<br />216
<br />
<br />~9
<br />375
<br />325
<br />
<br />157
<br />133
<br />111
<br />
<br />392
<br />3.3.3
<br />278
<br />
<br />540
<br />4sa
<br />382
<br />
<br />432
<br />~
<br />.306
<br />
<br />360
<br />.305
<br />2S5
<br />
<br />236
<br />201
<br />167
<br />
<br />sa9
<br />50.3
<br />417
<br />
<br />548
<br />554
<br />459
<br />
<br />540
<br />~1
<br />383
<br />
<br />810
<br />691
<br />57'
<br />
<br />2~
<br />218
<br />H5
<br />
<br />~3
<br />500
<br />3.3.3
<br />
<br />01.
<br />545
<br />36'
<br />
<br />844
<br />750
<br />500
<br />
<br />575
<br />500
<br />400
<br />
<br />423
<br />376
<br />3.35
<br />
<br />1.4S5
<br />1.2'94
<br />1,152
<br />
<br />970
<br />86..3
<br />768
<br />
<br />1.0sa
<br />9"
<br />838
<br />
<br />1,16'
<br />1,034
<br />922
<br />
<br />FOOTING T'YPE &e SIZE
<br />!"OORm CONCRETE
<br />I' -O'"X I' -0"'X 1'-0- 29 25
<br />,'-,"X 1'-4'X 1'-." 85 72
<br />1'-6'"X 1'-0)( 2'-0" \63 136
<br />1'-S'"X 1'-8'"X 2'-0- 187 150
<br />1'-I3'"X 1'-a"'X 2'-6- 275 22'9
<br />7:-0'"X 2.-0"X 7:-0" ~ 283
<br />7:-0)( 2'-6)( 7:-0" 463 386
<br />PR(-CAST SUB w/ SOl SACK-CRETE &c BACl<flU. O'A::R SlAB
<br />,'-,}( 1'-4"';( 2'-.- 117 97
<br />
<br />21
<br />51
<br />110
<br />134
<br />196
<br />257
<br />331
<br />
<br />50
<br />
<br />~ ALLOWABlE LOADS AND WAX. LOAD ARf.A F"OR ANO-lORS
<br />ANCHOOS INTO 't'lOXlO F"OR OPEN BUILDINGS
<br />
<br />AlLOWABLE LO,f,O / MAX. LOAD AREA ($.f',) 0 120 IoC,P,H, WINO LOAD
<br />I Of ANCHOOS 1 2 3 ,
<br />DlAM€TER ~ Et.lBE:DMENT
<br />
<br />1/.- " I" 264#/13 $.f'. 528#/25 $.f'. 792//'58 $.,. 1,05QI/50 $.,.
<br />1/4- " , 1/l" 3961/19 5.f'. 7921/'58 S.f'. 1,18e1/57 S.f'. 1,~//75 5.f',
<br />1/'- " 2 1/2- 6601/31 $.f'. 1,3201/63 S,f'. 1,9$01/94 S.f'. 2,64<i1/126 $.f'.
<br />5/16- " ,- .3121/15 5.,. 0241/.30 S,F. 9~I/45 S,F. f.14e1/59 S.F,
<br />5/16" " 1 1/2" ~81/22 S.f'. 9~I/4!j S.f'. 1,4041/07 S.f', 1,8nl/~ $.f'.
<br />5/16- " 2 1/2" 780//37 $.F. 1,560//7' $.,. 2.34<ll/111 S.F. 3,1201/14e s..f'.
<br />3/8" " I" ~I/17 $.,. 7121/34 $.F, 1,0681/34 5.F. 1,4241/68 $.F.
<br />3/~ " 1 1/l" 534//25 S,f', 1,068//51 S,f'. 1,602//76 S,f'. 2,1381/102 $",
<br />3/8'" x 2 1/2" 8901/42 S,f', 1,78QI/85 S.F. 2,070//167 S.F". 3.5601/109 $.f',
<br />
<br />ANCHORS INTO Cl:lNCRETE F"OR OPEN 8UILDINGS
<br />
<br />ALlOWABLE LOAD / t.lAX. LOAD AREA ($.F".) 0 120 lA.P,H. YclNO LOAD
<br />I Of' ANQ-iCRS 1 2 3 ,
<br />OlAMETER AN~" E\A8EOl.4ENT
<br />1/4" " 1 1/2" 7571/36 $.F". 1,5141/39 S,F. 2,17111'ca S,f'. 3,0281/144 $.f'.
<br />
<br />3/~ " 1 1/2- 1,0501/50 $.F. 2,1141/~ S.f'. 3.171//151 $.F. 4.228//201 S.f'.
<br />
<br />1/2" " 2 1/4" 1,4431/69 $.F. 2,836//137 $.f'. 4,32'9//200 S.F. 5,m'/275 S.f',
<br />
<br />THROOCH SOl TS POST TO 8EAt.f FOR OP(N BUILDING
<br />
<br />ALLOWABLE LOAD / ~AX. LOAD AREA (s.f',) 0 120 W.P,H. YclNO LOAD
<br />I Of ANO-lORS 1 2 3
<br />DIAMETER ~" (LENCTH - POST THICKNESS + 1/2")
<br />
<br />1/'. "t+l/2" 2.356//112 S",
<br />3/8- l( t+l/2- 5.:5001/252 S,f'.
<br />1/2- "t+l/2" 9,426#/44'3 S,F,
<br />
<br />4,7121/213 $.F'.
<br />:0,5001/505 SF
<br />
<br />7.~I/336 S.F',
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