|
<br />T-'&E " I,{AXlUUW SP-'NS fOR ST-'NOARO AlUWUM RO(Jf P,t,N(LS r.F
<br />. 3105 H-1. OR 1<-25 ALLOY
<br />_NO LOAOS: CARP'ORTS. $CR(~ ROOUS, ~ OTHER CP!N BUll..OlNCS
<br />O.H. CONOlTlOH" NO 0, H, I O. H, 2 0, H. S 0, ,H. .
<br />1-1/.-l<-O.~ "
<br />100 WPH w, L. 7- f-
<br />110 II~W, LL 6'5'-'.
<br />120 I,{rH W. -
<br />'-'/."l<-O.032"
<br />100 "'PH W. L f!_- 5:
<br />110 IooIPHW. L i 6'
<br />'20 ",PH,W. L. 6'-10'
<br />1-3/4")'_0.026"
<br />100 lolPH W. L "(- 5: g7:_,,-r
<br />110 lolPH W. L 6 - 5
<br />12010lPH W. L 6'-" '- .'
<br />1-3/.")'_0.032- " ~': ,''.
<br />100 ...PH W. L 8'- ~'"
<br />\10 \olPH w, L 7-10. _ ...
<br />120 lolPH W. L. 7-' .-
<br />
<br />3-)'_0,026" ,',"'-- gC q' ~"
<br />1?8 ~~ :: t " - II :"
<br />120 lolPH w, L. 10'- 8. 10'-1,-
<br />03-)'_0,032' , ,," 1""- ,,'
<br />100 lolPH W. L 15,- "" 0( ""
<br />"0 t.IPH W, L. 13 -10 14:- 0_
<br />120 lolPH W. L 12'- 8- 12 -10
<br />U'<t LOAD: All.. BUIlDING T'r?(S
<br />O,H, CON04TION NO 0, K. I' 0, H,
<br />1-1/.-)'_0.026"
<br />20 IISf' L L 7 - 0"
<br />30 I/Sf' L L 5'- g"
<br />1-1/4"x_O,032"
<br />20 I/SF L L, 8'- 3-
<br />30 IISf' L L 6'- g'
<br />l-J/4"X_0.026"
<br />20 IISF L L
<br />30 I/SF L L.
<br />1-3/4"x_0.032.
<br />20 IISf' L. L
<br />30 I/SF L L
<br />3-)'_0.026.
<br />20 I/SF L. L, 13'- 3' 13"- 4' 13'-10" 14'- 6'
<br />30 IISF L, L. 10'- 9" 1"- 0" 11'- 6' 12'- 4'
<br />
<br />fo-/7~r L, 15'- I" 15'- 2" 15'- r 16'- 2'
<br />30 IISF L L. 12'- 3- 12'- S" 12'-"" 13'- 8'
<br />1. TOTAL ROO" P"-NU W1O~ - ~ WD~ F'tUS WAlL WD~ PlUS CM:RH"-NG,
<br />2, Tr-il:: $I.I~ST VALUE (F ~E I'IlNO LOAD TABLE ~ THE: L,L TA9L.E COYrnNS,
<br />TABLE 1: MAXII.tW SPIoHS F'OR STANDARD ALUWINU'" ROOf' PANELS (F
<br />3105 K-28 ALlOY
<br />WINO LOADS: CAAPORrs, SCREEN RQC:>uS, AND 011-lER Of'[N BuWNGS
<br />O,H. CW04TION NO 0, H, I O,K. 2' O,K, 3' OK,
<br />3" x 002€' 100 lolPH WL, 15'-". 16'-" 16'- s' '7- 0'
<br />"0 MP'M 'II.L H'-.3" H'- S" 14'-10' 1S'- 5"
<br />120 IolPH W,L, 1':>- o' 13'- 2' 13'- r 14'- 4"
<br />3- x 0,0.32" 100 MPH W.L, 18'-10" 18'-"" 19'- 3- 19'- 9'
<br />110 "P'M W.L 15'-10' 15'-1'" 17- 4' 17'-11"
<br />120 ...PH W,L. 15'- 4' 'S'- 5' 15'-". 15'- 6"
<br />~ LOAD: All.. BUIL()(NG T'r'PES
<br />O.H. CON04TION NO O,H, I' O,K 2' O.K. Y O.H,
<br />.3" x O.O2€" 2'JIISF LL '5'-'" 16'- 2" 16'- I 17- 2'
<br />JJlJ//SF LL 13"-'. 13'-:5' IJ'- 8' 1.'- 5'
<br />3- x 0,0.32. 201/SF L.L 18'-.' 18'- 5' 18'- 9' 19'- 3-
<br />'SOl/SF LL '4'-11" 15'-" 15'- 6. 16'-'"
<br />1. TOTAL ROOf' PANEL 'IiI\011-l - RQOU \'lID11-l F'tUS WAll \'10TH PlUS OVERHANG,
<br />2. THE $I.I~5i VALut: (F 11-lt: "NO LOAD TA8lE 0Fl T1-iE LL TABU: GOVERNS,
<br />
<br />TABU: 1: I.IAXlUW SPANS F'OR INOVSTRY STANDARD ALUI.lINU\.l C()t.CPOSlTE ROOf"
<br />PANElS W/310So-H14j1-l-25 ALU\ofINUW AlLOY SHEA THING &: 1.01 EPS CORE
<br />'fieND LOADS
<br />CAR?~rs, SCREEN & WfYl RO:US, AND OTHER OPEN 8lIlL04NGS,
<br />O,H, CONDlTION NO O,H l' O,H, 2' O.H, 3' O.H.
<br />3")' 0.026" 100 L@H W,L 15'- 4" 15'- 6' 15'- 10. '5'- 6'
<br />110 I.lPH W,L 1S- 9' 13'- II' 14'- 4- 15'- 0"
<br />120 I.lPH WL 12'- 6" 12'- 8. lJ'- 2- 13'- 11-
<br />3-x 0.OJ2' '00 lAP1-1 'fl(,L, 10- 8" 15'- 9" 17'- 2" 17- 9"
<br />110 lAPH W,L ,,4'- ,,- 15'- O' 15'- 5" 16'- "
<br />120 lolPH VI,L ,S- I 13'- 9" 14'- 2' 14'- '0-
<br />.-x 0.026' 100 l.(f'H 'fl(,L, 15'- 8" 15'- '0' 16'- 2' 16'- 10"
<br />',0 I.lPH W,L, ,,4'- 0- 14'- 2. ,~'- I 15'- 3"
<br />120 lolPH. w!... 12'- 10- 13'- 0" 13'- 5" '4'- 2'
<br />4"x 0,032. 100 I.(PH 'fl(,l. 18'- 8" 18'- 10" '9'- 1" 19'- 7-
<br />110 IolPH \I(,l. 16'- 9. 16'- 10' 17- 2' 1/- 9.
<br />120 I.lPH WL. '5'- 3" 15'- 4" 15'- g" 16'- 4'
<br />U'vt: LOAD (INCtUDES 2 IISf' DEAD LOAD)
<br />All I3Ul LOIN C T'YPE S
<br />3')' 0,026" '22IISf 13'- I' 13'- 2' 13'- 8" 14'- 5"
<br />321/SF 10'- '0' 11'- 0" 1"- 5" 12'- 5"
<br />ntlSF 14'- 2' 14'- 4" 14'- 9' 15'- 5"
<br />3211SF 1"- 9" 11'- 11' 12'- 5" 13'- 2"
<br />22IISF' 1)'- S" 13'- S' 14'- O. 14'- 8"
<br />3211SF 11'- I' 11'- J" 11'- g' 12'- 7-
<br />22IISf 15'- ". 16'- O' 10- 5' '7'- O'
<br />3211SF 13'- 2' 13'- 4" 13'- 9' 14'- S"
<br />1. TOTAL ROOf P~EL \'!10TH c FOO\.l WIDTH "" WAJ..L I'oID11-l + OV(RHA.'JG
<br />2 iriE '-ESSER SPAN or \'!IND LOAD OR uV( LOAD SHAJ..L GOVERN
<br />
<br />7" ~.
<br />~:: 2:
<br />k ~:
<br />i- ,-
<br />
<br />1=f
<br />7"- I"
<br />
<br />9'- f
<br />~:11
<br />
<br />ft- ~-
<br />1- 9
<br />7- 3-
<br />
<br />Q' I
<br />8~: g'
<br />5' - t"
<br />
<br />1~'- ~"
<br />12 - 5
<br />11'- s"
<br />,~'- Q;"
<br />14 - 5
<br />13'- 3"
<br />
<br />'t'- ~~
<br />13,- 2'"
<br />'2 - 3
<br />
<br />1'"" - 7"
<br />15'- 1"
<br />1.'- 4.
<br />
<br />2' 0, K.
<br />
<br />J' 0, H.
<br />
<br />7'- 3'
<br />6'- ,"
<br />
<br />5'- ,.
<br />7- 0"
<br />
<br />8'- 6.
<br />7'- o'
<br />
<br />9'- 2.
<br />7-10'
<br />
<br />7- 4"
<br />6'- 0"
<br />
<br />7'- I
<br />6'- 4'
<br />
<br />8'- 4"
<br />7 -,,"
<br />
<br />8'- I
<br />7'- 0-
<br />
<br />8'-10"
<br />7- 4.
<br />
<br />9'- S.
<br />8'- ,.
<br />
<br />3-x 0,032'
<br />
<br />4")' 0,026'
<br />
<br />4'x 00J2.
<br />
<br />i...au: 2: WAX. R{)(,F BE:J.Jo( SP-'NS fOFl CARPORTS. ~H & 'VlN'Il.. ~S AND
<br />OTHER OPEN STRUCTI.JFlES W/ SOUO ROOfS 6063 T-6 ALLOY
<br />EXAIoIPl.!: FOR SPAN j." ON DRAWlNC US( LQ.I.O WOTH.- Y /~ + O,H.
<br />2"x .-11 o.~" Tl.T S(AU: LOAD W10tl-i - ,. /2 + 20,H. - 9'
<br />LOAD WITH - g'; LL. . 221/SF BE:J.Jo( SPNJ. . 7"- J"
<br />8(AU SIZE ' ~ SPAN FOR DESlGNA Tt:O LOADS
<br />6UJ,j lJ't{ LOAD WINO LOAD
<br />lOAD WIDTH 22,/SF 3UIY 100 IolPH 110 \,jPH 120 I.lPH
<br />2'x 3-lCO,~" Tl. T ~ OR 2"x 3"xO,05O- EXTRUSION
<br />5' 8'- I" 6'- r g'- o'
<br />5' i- 4' tr- a: 8:- J-
<br />7 6'-10. 5'- 6- T- 6'
<br />8' 6'- s" 5'- 2' 7'- 2"
<br />9' 6'- O~ .'-11" 0'- 9"
<br />10' 5'- 8" 4'- 8" 6'- 5-
<br />\1' 5'- 5' 4'- 5' 6'- I"
<br />12' 5'- 2" .'- J" 5'-10"
<br />2"x 4'x O.05O"x TILT 8(J.J,I
<br />5' 9'- 9.
<br />5' 8'-\1'
<br />7 8' - 3"
<br />8' i - 9.
<br />9' EJ()..MPLE: i - 3-
<br />'0' S'-11'
<br />I" S'- 7"
<br />'2' S'- J'"
<br />2"x 4"x 0,0<<")' O. 120- S.~B.
<br />5' 12'-10" 10'- 5" 1.'- 4" 12'-10' 11'- S.:-
<br />6' 11'- 8' 9'- 6. 1J'- I' ,,'- 8- 10'- 8"
<br />i 10'-10- 8'-10- 12'- I" 10'-10. 9'-11"
<br />8' 10'- l' 8'- 3. 1"- ~. 10'- ,- g'- J"
<br />9' 9'- 6" 7- 9" 10'- 8' g'- 6" 8'- 8"
<br />10' 9'- I. 7- 5. 10'- I. 9'- ,- 8'- 3"
<br />,,' 8'- 8' 7- O' 9'- 8" 8'- 8" 6'-10-
<br />12' 8'- .3- 6'- 9- 9'- 3" 8'- 3- 7'- 6-
<br />2")' 5'x O.05O.x 0.120" S......6. ________________
<br />~: 15'- 2. 12'- 4" 16'-11- '5'- 2. 13'-10'
<br />6' 13'-'0" 11'- J" 15'- 6" 13'-10" 12'- 8-
<br />7 12'-10" 10'- 5" 14'- 4" 12'-10' 11'- 8'
<br />8' 12'- o' 9'- g" 13"- 5' 12'- O. 10'-11'
<br />9' ,,'- 3" 9'- 2" 12'- S" 1"- 3" 10'- 4"
<br />10' 10'- 8. 8'- 9" '2'- 0" 10'- s. 9'- 9"
<br />11' 10'- 3- 8'- 4' ,,'- S' '0'- ':>" 9'- ."
<br />12' 9'- g" 8'- 8' 10'-11" 9'- g" 8'-1'"
<br />2". 6"x O,05O.x 0,120" S....,8, _
<br />5' '7- 2- 14'- o'
<br />6' 15'- 8- 12'- 9"
<br />f 14'- 6- '''-'0"
<br />8' 13'- I ,,'- I'
<br />9' 12'- 9- 10'- 5'
<br />10' 12'- ," 9'-1"
<br />1" ,,'- ,. 9'- 5'
<br />12' 10'- J- 9'- 0"
<br />2". Ix O,062.x 0,120. S.I,(B,
<br />5' 17- 9' 1~'- 5'
<br />7 10- 6- 13'- 5'
<br />0' 15'- 5" '2'- I
<br />9' '4'- 6. 11'-10'
<br />Ie' 13'- 9" 1"- 3"
<br />11' 13'- I" 10'- 9"
<br />12' 12'- I 10'- J'"
<br />'J' 12'- I" 9'-10"
<br />14' 11'- 8" 9'- 6-
<br />2'" Ix O,062"x 0,1.35. $.1o?i,8,
<br />5' 18'- 4" 15'- o. 20'- 5. 1S'- .. 16'- g-
<br />7 17- 0" 13'-11. 19'- 0" 17- 0" 15'- 6-
<br />s' IS'-11' 13'- o. ,i- g- 15'-1'- ,.'- 6"
<br />g' 15'- o' 12'- 3- 16'- 9" 1S'- O. 13'- 8'
<br />10' 14'-10" ,,,- I 15'-1'" 14'- 3" D'- 0"
<br />11' lJ'- I 1"- I" 15'- 2" lr- 7" 12'- 4.
<br />12' '3"- o' 10'- I 14'- 6' '3'- o. '''-10'
<br />1,3' 12'- 6" 10'- 2. '3'-1'" 12'- 6" 11'- S"
<br />14' 11'- I 9'-'0" lJ'- S" 11'- 7" 10'-".
<br />2"" 8"x O,072"x 0,224' S.~8. _-____________
<br />7 2"- g. 17'- 9. 24'- 04' 21'- 9" 19'-11"
<br />8' 20"- 4' 15'- I, 2"'- 9' 2q'- 4- 1S'- I
<br />g' 19'- 2" 15'- ~ 2;>- s" 19 - 2" li- 6"
<br />10' 18'- 2" 14'-10 20'- 4" 18'- 2" 16'- I
<br />," 17- 4" 14'- 2- 19'- S- 17- 4' 15'-10"
<br />12' 16'- 7" 13"- r 18'- 7" 16'- I 15'- 2"
<br />13' 16'- o. 1,'3'- o. 17-10" 16'- o. 14',- I
<br />14' 1S'- 5' 12'- r 17- 2" 15'- S" 14 - o.
<br />2"x g". o,on.x 0,224' $.I.I,B, ::r-;::;--c..----T---------
<br />7 24'- 2. 19 - 9: 27- o' 24 - 2' 22'- I.
<br />8' '22'- I 16"- 6 25'- 3" 22'- 7" 20'- a-
<br />9' 2"- 4" 17'- s. 2.3'-10. 21'- 4' 19'- S.
<br />10' 20'- 3' 16'- 5" 22'- 7. 2'J'- 3' 18'- 6'
<br />," 19'- 3- 15'- 9' 21'- 6' 19'- 3- 17- 7-
<br />12' '8'- 5" 15'-" 20'- 8" 18'- 5" 16'-10"
<br />1)' 1/- 9" '4'- 6" 19'-10- 17- 9' '6'- 2'
<br />'4' 17-'. ,J'-I'- 19'- I" 17'- 1" '5'- 7-
<br />2'x g"x 0072'x 0.310' S.104.B, ___--_________________
<br />7' 26'-'" 2"-"", 30'- l' 26'-1'. 24'-,7'_
<br />8' 25' - 2' 20' - 6. 28' - 2. 25' - 2" 2~ -I'.
<br />9' ~J'- 9' 19'- 4 26'- 5" 2.3'- 9" 21 - 8
<br />0' 2~'- 6. 18'- 4' 25'- 2' 22'- 6' 29'- 6-
<br />I' 21 - 5" 17'- 6' 24'- 0' 21'- 5" 19 - 7'
<br />2' 20'- S" 16'- 9: 2~-11" 20'- 6: 1~'- 9:
<br />3' 19'- 9" 16'- ," n - 1- 19'- 9 18.- 0"
<br />4' 19'- O' IS'- 6 21'- 3" 19'- 0" 17 - 4
<br />
<br />8'- 0"
<br />r- 3'
<br />6'- g.
<br />6'- 3-
<br />5' -".
<br />5'- r
<br />5'- 4.
<br />5' - 0"
<br />
<br />10'-11"
<br />10'- 0-
<br />9'- 3'
<br />8'- s"
<br />a'- I"
<br />i- 9~
<br />/- 4-
<br />7'- 0-
<br />
<br />19'- 2"
<br />1/- 6"
<br />'6'- 2-
<br />,~'- 2-
<br />1~'- J"
<br />13'- I
<br />1~'-"-
<br />12'- 4"
<br />
<br />'9'-11-
<br />,ft- 5'
<br />lr- 3"
<br />16'- 3"
<br />15'- S"
<br />14'- 8"
<br />14'- I"
<br />lJ'- 6-
<br />13'- o'
<br />
<br />8'- 1-
<br />
<br />[=16=
<br />6'- 5"
<br />6'- 0"
<br />5'- 8"
<br />5'- 5.
<br />5'- 2"
<br />
<br />9'- 9"
<br />8' -,,"
<br />8'- 3'
<br />7' - g'
<br />-.0 3-
<br />{:,,"
<br />6'- .,.
<br />6'- 3"
<br />
<br />, l' - 2-
<br />'5'- S"
<br />'4'- 6"
<br />'S- T
<br />'2'- 9.
<br />12'- 1"
<br />,,.- r
<br />10'- J"
<br />
<br />'7- 9"
<br />16'- 6-
<br />15'- 5"
<br />'4'- 6"
<br />13"- 9"
<br />lY- I"
<br />12'- I
<br />12' - I'
<br />1"- 8"
<br />
<br />7"- 5"
<br />f: f
<br />5'-10"
<br />5'- 6"
<br />5'- 2-
<br />5'- 0"
<br />.'- g"
<br />
<br />8"-1'"
<br />e'- ,-
<br />7- 6"
<br />7- 0-
<br />6'- 8-
<br />6'- 03-
<br />6'- 0-
<br />5'- g"
<br />
<br />15'- 8"
<br />14' - 3"
<br />13'- J"
<br />\2' - 4"
<br />1"- 8"
<br />,,'- ,"
<br />10'- 6"
<br />'0"- I"
<br />
<br />16'- .3-
<br />1S'- 0"
<br />1.'- ,"
<br />lS- .3"
<br />12'- 9-
<br />12'- o.
<br />11'- 6"
<br />11'- o'
<br />10'- I
<br />
<br />TABU 4: WAX. R{)(,F AREA fOR AlL1t.flNlJI.f CAA?ORT/OPEN BUILOINC POST
<br />fOR AlLowABLE ROOf AREA US( "AP:tA" - S . (W/2 + O.H,)
<br />DUJolPtL: "S-. 7 . w - 12., "O.H,+- 2' THUS: "ARtA. - 56 SF
<br />POST T'YP( . IooIAX AllOW.4&.( RO(Jf ARtA IN SQUAA( fUT
<br />u'<t + DEAD LOAD WINO LOADS
<br />WAX. HCT. 0 WAX. LOAD IN, ~;sr Z21/SF 100 IdPH 110 \olPH 120 MPH
<br />Sx 3"11 0.040- ROU. FQR1.AfJ) ..
<br />8' - 0" 7,200
<br />10'- 0" 5,500
<br />12'- O. .,700
<br />S. J"x 0.060' ROll FORI.ItO ..
<br />8'- 0- 7.~
<br />10'- 0" 0,000
<br />'2'- o. 5.200
<br />J")' J"x 0,060" SCAU~O .
<br />'''-10" 8.540
<br />1.'- 0' 7,330
<br />16'- 0- 6,120
<br />Sx J"x 0,90" l1.J& .
<br />11'-10- 12,960
<br />1.'- O. 11,070
<br />'6'- 0' 9,180
<br />J"x 3-x 0,125" l1.JSE .
<br />103'- J. lJ,~
<br />1.'- 0- 12.000
<br />16'- O. 8.000
<br />4")' 4")' 0,125" l1.JSE .
<br />15'- g" 2J.280
<br />18'- 0" 20,712
<br />2'J'- 0- 18,430
<br />. AllOY 6063 T-6
<br />.. ALlOY 3105 H16
<br />1. THE SI.IALLER R1::'Q" ARf.A Of UVE + OE:AD LOAD AND WINO LOAD SHALL GOVERN.
<br />
<br />TABU 5: ISOlATt:D FOOTINGS
<br />!JAXll.lUI.l ROOf" AREA IN SF FOFl CARPORT POST W/ISOlATt:D F'ooTINC
<br />FOR 8UOW UST'ED \'lIND VEUJOTY UPUf'T LOADS
<br />100 lolPH ',0 IoCPH 120 IolPH
<br />
<br />131
<br />100
<br />85
<br />
<br />327
<br />250
<br />21J
<br />
<br />450
<br />J.4.J
<br />294
<br />
<br />~
<br />275
<br />2.35
<br />
<br />300
<br />229
<br />196
<br />
<br />136
<br />109
<br />95
<br />
<br />341
<br />273
<br />2.36
<br />
<br />469
<br />J75
<br />.325
<br />
<br />375
<br />300
<br />235
<br />
<br />312
<br />250
<br />216
<br />
<br />157
<br />133
<br />111
<br />
<br />39:2
<br />333
<br />278
<br />
<br />~
<br />458
<br />382
<br />
<br />4J2
<br />366
<br />.306
<br />
<br />~
<br />305
<br />255
<br />
<br />236
<br />201
<br />167
<br />
<br />589
<br />503
<br />.17
<br />
<br />810
<br />691
<br />574
<br />
<br />6-48
<br />554
<br />459
<br />
<br />540
<br />461
<br />38J
<br />
<br />245
<br />218
<br />145
<br />
<br />614
<br />5-45
<br />.364
<br />
<br />8<<
<br />750
<br />~
<br />
<br />675
<br />500
<br />400
<br />
<br />563
<br />500
<br />JJ.3
<br />
<br />423
<br />376
<br />J.J5
<br />
<br />1.455
<br />1,29.
<br />','52
<br />
<br />1,058
<br />g41
<br />8J8
<br />
<br />1,16.
<br />1,034
<br />9Z2
<br />
<br />970
<br />863
<br />768
<br />
<br />rOOTING TYPE a: SlZE
<br />POORED Cl:lNCRf. T'E
<br />l'-O-X 1'-0)( "-0. 29
<br />1'-4"X "-4'X "-4' 86
<br />1'-6)( "-6")( 2'-0' 163
<br />"-8-X 1'-8")( 2'-0. 187
<br />1'-8.X 1'-8")( 2'-6' 275
<br />2'-0)( 2'-0"X 2'-0' J.46
<br />2'-6)( 2'-5"X 2'-5" 463
<br />~-CAST SlAB wi 801 SACK-CRETE
<br />l'-4"X "-4")( 2'-4. 117
<br />
<br />25
<br />72
<br />1.36
<br />156
<br />229
<br />288
<br />~
<br />&: BACl<FU OVER SlAB
<br />97
<br />
<br />21
<br />61
<br />1'5
<br />13-4
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<br />257
<br />3.3'
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<br />56
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<br />~ ALlOWABLE LO,A.OS AND lAAX. LOAD ~ rOFl ANO-iORS
<br />ANOiORS INTO 'flOOO F'OR ~N BUILDINGS
<br />
<br />ALlOWABLE LOAD I MAX. LOAD AREA (S.r,) 0 120 lA,P,K. WIND LOAD
<br />I OF'" ANO-iORS 1 2 J 4
<br />OlAUET'ER AN01O'U ElA8(DIolENi
<br />
<br />1/4. x I' 2fAlllJ S.F. 52e,/25 S.F. 7921138 s.F'. I,056115C S.F',
<br />1/4- )' 1 1/2" J961119 s.r. 79 21 /~ S.r. 1,188#/57 S.f, 1,5841/75 s,F',
<br />1/4" x 2 1/2' 6601131 s.., 1.320//63 SF', 1,9<JIJ1/9. S,F, 2,&4<i11'26 S,F'.
<br />5/16- x I' J121/15 S.F, 6241/JJIJ S,F', 9361/45 SF', 1,248//5-9 S.F,
<br />S/10" )' , '/2- 4681/Z2 S.F, 9361/45 S.F, 1,~1/67 S.F", ',8711/~ s.r,
<br />5/16. x 2 1/2' 781J1137 S,F, 1,560//74 s.r. 2.340111" S.., 3,1201/148 s.F',
<br />3/8" x l' 3561117 S.F, 71211J.4 s.... 1,0681/3-4 s.r. 1,.2041/68 S-f,
<br />3;8" x I 1/2" 53-41/25 S,F', I ,Q6.8#~l 5.1", 1,6021176 $,F', 2,13-61/102 S,F
<br />J/8- x 2 1/2' 8901/42 S,F' ',7801/85 S.F, 2,5701/167 s,r, J,56CI/169 s.r,
<br />
<br />"-NCHORS INTO CONCRETE F'OR ('RtN BUILDINGS
<br />AlLOWABLE LO.o.o I MAX. LOAD AREA (S.F'.) 0 120 lA.P,K, \'lIND LOAD
<br />I OF ANCHORS I 2 J 4
<br />()(~ETER "-NCHQRx E..stwon
<br />1/4" x 1 1/2. 7571/36 s.., ',5'~/139 S,F', 2,271#1108 S,F', J,0281/1<< $,.
<br />3/8' x I 1/2" ',0501/50 S.F, 2,1141/~ SF 3,17111'51 $.r, 4.2.2811201 S.F',
<br />l1Z" x 2 1/4'1,~4JI/69 s... Z,SUI/137 s.F", 4,3Z9I/ZOf> S.F', 5,n2l/275 S.F',
<br />11-lROOCH BOl rs POST TO 8VJ,l F"0Fl oPEN BUILDiNG
<br />AlLOWABLE LO.o.o I 1.lAX. LOAD AREA (SF) 0 12'J lA,P,H, \'lIND LOAD
<br />I OF" AN O-i0RS I 2 3
<br />Ol~E11:R ,A.NC-K~x (LENC11-l - POST 11-lICl<NE5S + , /2l
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<br />J/8" x \+1/2" 5,30011252 s,r,
<br />1/2' x (+112' 9,42511H9 SF',
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