|
<br />r----
<br />
<br />TIUlLB l' PIAl, ROO' PIJI SPA~S POR SCIlEU OR VINYL Roo.'IS . CAJtPORTS
<br />
<br />OPEl BUILDING SPAX USB 'A' . AS SHowN ON DRAWINGS RBAD SPAN BELOW
<br />PAN SIZB PlAII~v~ srANS or PA~S vNDER LOADS AND 0, H, BPEClrllD
<br />H!1tl!!!!!1tl !!Q!1H!I H!>@!>!!Q! 310,-HI4 OR H13
<br />h~:1 n:! 2~2H ~Q Q...!:h 1 'o-:-ii-:- -3' -0: H,
<br />9S ~H ., LOA>> II'. l' 11':- '" 11':-10"
<br />110 ~H ., LOAD 10'. 3' 10'. S' 10'. 11'
<br />DO ~H ., LOAD 9'. 8' 9'. II' 10'. 6'
<br />h~:J n:J 2~Jm
<br />9' /lPH ., LOAD II'. 9'
<br />110 ~PH ., LOAD 10'. 9'
<br />110 /U'H ., LOAD 10'. l'
<br />W~! n:J 2~030
<br />9' ~PH W, LOAD 11'- O'
<br />110 ~PH W, LOAD 10'. II'
<br />~'O ~PH ., LOAD 10'. 4'
<br />h~:1 n:J 2~QH
<br />U /lPH ., LOAl)
<br />110 ~H ., LOAD
<br />DO ~H ., LOAD
<br />M~J n~J 2~Q!6
<br />U /lPH ., LOAD
<br />11 0 /'\PH ., LOAD
<br />DO ~H ., LOAD
<br />M:I n:J 2~Ql~
<br />9' /lPH ., LOAD
<br />110 ~H ., LOAD
<br />DO ~H ., LOAD
<br />hQ:J n:J 2~Q~6
<br />U /lPH ., LOAD
<br />110 /lPH W, LOAD
<br />110 ~H ., LOAD
<br />hQ:J H:J 2~Q~0
<br />U ~PH W, LOAD
<br />110 /lPH W, LOAD
<br />DO ~H ., LOAD
<br />
<br />3' 0, H
<br />1)':- ii'
<br />II'. 10'
<br />11'- 4'
<br />
<br />4' 0, H,
<br />n ':- 9"
<br />13' - II'
<br />13'. P
<br />
<br />...
<br />
<br />11'. 11'
<br />10 '. 11'
<br />10'. 4'
<br />
<br />14' - l'
<br />1 J' - ,,"
<br />11'- 11'
<br />
<br />11'- P
<br />II'. "
<br />10'. II'
<br />
<br />13'. ,.
<br />11'- 3'
<br />11'- 10'
<br />
<br />l3 '- l'
<br />II'. l'
<br />10'. l'
<br />
<br />14' - ~..
<br />13' - 6'
<br />13'. I'
<br />
<br />Ii,. 6"
<br />11'. 4'
<br />11'. 9"
<br />
<br />13'. 8'
<br />11'. 6'
<br />II'. II"
<br />
<br />16'. 3"
<br />_1 ,,~ ~,,--'J.....'}
<br />IY-' 11'
<br />
<br />14'- )"
<br />13'. II'
<br />13'. 3'
<br />
<br />14'. 1"
<br />13'- I'
<br />11'. 4'
<br />
<br />16'- ,.
<br />14 '. 10'
<br />14'. O'
<br />
<br />16' - 4'
<br />, 14 '. II'
<br />14 '. 3'
<br />
<br />l3 '-
<br />11' -
<br />II'.
<br />
<br />14' - I'
<br />13'. O'
<br />11'- ,.
<br />
<br />14'. 10'
<br />I)'. 6'
<br />13'- 10'
<br />
<br />16 '. a'
<br />13 '. 4'
<br />14'- P
<br />
<br />a'
<br />a'
<br />1"
<br />
<br />13'-
<br />n'.
<br />11' -
<br />
<br />,.
<br />6'
<br />O'
<br />
<br />13 '- 9'
<br />14 '- 9'
<br />14 '. l'
<br />
<br />la'. I'
<br />16'. 10'
<br />16'. l'
<br />
<br />11'.
<br />16 '.
<br />13'.
<br />
<br />17'- a'
<br />16' - 3'
<br />1". 4'
<br />
<br />l'
<br />I'
<br />4'
<br />
<br />19'- 3"
<br />17' - II'
<br />11'. l'
<br />
<br />l'
<br />0'
<br />l'
<br />
<br />la'. 0'
<br />16'. 6'
<br />I". a'
<br />
<br />14'. 10'
<br />13'- 9'
<br />13'- ,.
<br />
<br />~'.7'
<br />1 ..-
<br />13'. 6
<br />
<br />'17' - 3'
<br />13'. II'
<br />14 '. 10'
<br />
<br />la'.
<br />17 '.
<br />16'.
<br />
<br />19'. 10',
<br />la'. I'
<br />11'. l'
<br />
<br />19 '. 11'
<br />18'. ,.
<br />11'. 3'
<br />
<br />!1~~:J ~~~:!Q~Q.!:
<br />U /lPH W, LOAD
<br />110 /lPH ., LOAD
<br />130 ~H ., LOAD
<br />!1~!:1 ~~~:!Q...Ql4'
<br />U ~H ., LOAD
<br />110 /lPH W, LOAD
<br />130 ~H W, LOAD
<br />
<br />'W' PA^ILS
<br />NO 0, H,---I'-O:-H.
<br />Ii':. ii" Ii':- i"
<br />II'. S' II'. ,.
<br />10'. 10' 11'- 0'
<br />
<br />14'. 0'
<br />13 '. 9'
<br />13'- I"
<br />
<br />14'. l'
<br />13'. 11'
<br />11:'- 1-
<br />
<br />10' .
<br />18'.
<br />17'.
<br />
<br />l' 0, H,
<br />Ii':- F
<br />11'. I'
<br />11'. 7'
<br />
<br />14 '. 6'
<br />13'. 4'
<br />13'. 9'
<br />
<br />,.
<br />6'
<br />1"
<br />
<br />10'-
<br />19'.
<br />18'.
<br />
<br />a'
<br />0'
<br />l'
<br />
<br />11 '. .-
<br />19' - 9'
<br />18'. 11'
<br />
<br />4' 0, H.
<br />1":-10"
<br />13'- 11'
<br />13'. 6'
<br />
<br />16'. I'
<br />13' - O'
<br />14 '. 6'
<br />
<br />lOTI' l' ROOII PlAY BI INCLOSED WITH GLASS !1~Q2!~ !.~ lli! E1!T\1Y
<br />----- If I~-8g~Q~~~Q~~-fH~!-r8!-8QQ!-f~~~ ~ ~g~!2I~ [S~
<br />ItiI GLA~~ ~~ ~!>! 16~~g~...
<br />
<br />!!Q!l>~ ~~!1tl!!~ ~!1Eg!!=E~! f~~g~~ ~!'Q~=~.~
<br />PA. SIZI PlAII~vll srANS 0' PANS
<br />h~:J U:J lL.QH ~Q Q...!:h 1:' Q~ !!...
<br />U /lrH W, LOAD 16'." 16'. 6'
<br />110 /lrH W, LOAD 14'. 10' 14'. P'
<br />110 /lPH ., LOAD I". II' 14'. I'
<br />h~:J U:J 2~Q.~
<br />U ~rH W, LOAD 18'. II'
<br />II 0 ~H W, LOAD 11 ' . 1 '
<br />DO ~H ., LOAD 16'. I.
<br />~:I U:J 2...Q~!1
<br />9S IIPH ., LOAD
<br />110 ~PH ., LOAD
<br />110 ~rH ., LOAD
<br />h~~J n:J 2~Q~~
<br />U IIPH W, LOAD
<br />110 ~PH W, LOAD
<br />110 ~H W, LOAD
<br />
<br />19'. O'
<br />11'. ,.
<br />16'. ,.
<br />
<br />19'. 10
<br />11'. 11
<br />16'- 10.
<br />
<br />19'. 11'
<br />la'. 0'
<br />11'. 0'
<br />
<br />11 '. , II
<br />19'. 6'
<br />11'- ,.
<br />
<br />11'. a'
<br />19'. a'
<br />18'. 6'
<br />
<br />!1.:.~:J ~~~'IO~Q.!:
<br />U IIPH W, LOAD
<br />110 IIPH W, LOAD
<br />110 ~H ., LOAD
<br />!1~~:J ~~~:J2~Q~!'
<br />U /lPH W, LOAD
<br />II 0 III'H W, LOAD
<br />130 ~H W, LOAD
<br />
<br />... PANELS
<br />NO 0, H,---I'-O:-ii.
<br />11':- F 11':- F
<br />1". 10' IS'. II'
<br />IS'. 0' IS'. l'
<br />
<br />3' 0, !l
<br />H':-II'
<br />11'. 11'
<br />11' - ,.
<br />
<br />13 '- 3'
<br />I" - l'
<br />13'. 6'
<br />
<br />E~! t !LH~LH~
<br />UNDER LOADS AND 0, H,
<br />1: Q~!!~ l: Q... ~
<br />16'- 10' 11'- 4'
<br />1"- )' IS'- 10'
<br />14'-" I". 0'
<br />
<br />19' - 4'
<br />11'. 6'
<br />16 '. l'
<br />
<br />30'. ,.
<br />18 '- 3'
<br />11'- )'
<br />
<br />31'- II'
<br />19'. 11'
<br />18'. 10'
<br />
<br />l' 0, K,
<br />17 ':- F
<br />16'- ,.
<br />13'. 6'
<br />
<br />19'. l'
<br />11'. 6'
<br />16'_ .,.
<br />
<br />liO:--)~i'- 7'
<br />11'. l' 11'- II'
<br />16'- a' 11'. 0'
<br />
<br />19'- 9'
<br />18'. O'
<br />11'- l'
<br />
<br />10'. l'
<br />18'. 9'
<br />11'- 10'
<br />
<br />1)'- 4'
<br />20 '. '"
<br />19 '. 3'
<br />
<br />3' 0, H
<br />Ii':- 4'
<br />16'- 11'
<br />u.t_ )-
<br />
<br />10' - l'
<br />la'. 6'
<br />11'. l'
<br />
<br />~ t,~ H~!!n Ql QHm!l>!H!~ IQ :!: ~! IQB~ ~~SfQ!!I !!.mh
<br />mli !~ ~QQIj ~! ~I ~~2~QgQ !!TIl H~~~ !!'~QQH !~ lli! E~I\...'Y
<br />1I a Sg~QM~~!m~ ~! TIll !!QQ! E!>l!~ ~! g~~IH I!!Qtl
<br />TIll GLASS ~~ ~fl>! H~1!!...
<br />
<br />SPBClrlED
<br />4' 0, H,
<br />Ii':- F
<br />16'- 6'
<br />I". II'
<br />
<br />20' - , ~
<br />la '- a'
<br />11'- 10'
<br />
<br />31'- 3'
<br />19'. P
<br />la'- 6'
<br />
<br />"'. 11"
<br />31'. 0'
<br />19 '. II'
<br />
<br />4' 0, K,
<br />19':- I"
<br />11'. a'
<br />17'- 0'
<br />
<br />10'- 9"
<br />19' - l'
<br />18 '- "
<br />
<br />I~~~g !.~~l IIAI, ROOF PA~ SPANS fOR SCREEN OR VINYL ROOMS' CARPORTS
<br />
<br />OPE~ BUILDING SPA. USB -A' . AS SHOWN O~ DRAWINGS READ SPA~ BELOW
<br />PAN SIZB MAIIMUM SPANS OP PANS UNDER LOADS AND 0, K, SPECIFIED
<br />~~~~!~!~~tl l>~~Q! ~!Q~=~~~ Q~ ~Q,l>~ ~!~ r!g~Q '~LQQQ E~!
<br />3,D-I 13-1 0,026'
<br />--9'-MPH-W,-LOA6~-~"---rs':-il-
<br />11 0 ~I'H 1/, LOAD 11' - 3" 11 '.. )"
<br />12 0 ~I'H w, LOAD 16 ' - ) " I 6 ' .. ~ '
<br />),0"1 13'1 0,0)3-
<br />--9'-~PH-W, -iOAO'----rr>-=o---w:-' 1-
<br />110 MrH 1/, LOAD 19'.. 1" 19', 3.
<br />120 ~PH W, LOAD 18'- 1- 18', 3-
<br />3,0-1 12'1 0,036"
<br />--95'lIpin, -iOAO'---E'-::-'"-'lF,-e"
<br />110 ,MPH 1/, LOAD 19'- 8" 19'- 10"
<br />130 ~PH 1/, LOAD 18'- 8' 18'- 9'
<br />),0'1 12'1 0,040'
<br />--95-~PH-W,-iOA6-
<br />110~I'H., LOAD
<br />120 MI'H 1/. LOAD
<br />
<br />19'-
<br />17'-
<br />16'-
<br />
<br />9'
<br />3 "
<br />, -
<br />
<br />30' - ~.
<br />18', 11-
<br />18'- I'
<br />
<br />)'
<br />7-
<br />9'
<br />
<br />19' -
<br />la'-
<br />11' -
<br />
<br />21'-
<br />19'-
<br />1 a'-
<br />
<br />)-
<br />7"
<br />7'
<br />
<br />21' - 10-
<br />30'- I-
<br />19'- 1"
<br />
<br />21' - II'
<br />30'. I'
<br />19'- I'
<br />
<br />n'-
<br />30'-
<br />19' -
<br />
<br />22'- '"
<br />30'- 9-
<br />19' - 10-
<br />
<br />,-
<br />7"
<br />7"
<br />
<br />2~O-;
<br />21' - )..
<br />20'- ,..
<br />
<br />34' - 0'
<br />"'- 0"
<br />20'- 10-
<br />
<br />34' - l'
<br />'" - 1-
<br />20'- 11-
<br />
<br />" ' - ---..
<br />3)' - '"
<br />23'- .-
<br />
<br />11,"1 l.S'IO,038'
<br />--i'-MPii-w~-iOAD'-
<br />110 /U'H W, LOAD
<br />120 MPH 1/. LOAD
<br />12,"12,S'IO,O)4'
<br />--9'-MpH-w:-ioAD'-
<br />110 ~rH 1/, lOAD
<br />120 ~rH 1/, lOAD
<br />
<br />"1/" PANELS
<br />NO 0, H,---I'-5:-ii,
<br />1":-)" 1":- 4"
<br />13'- II' 1"- 0'
<br />13'- 3' 1)'- 4'
<br />
<br />34 '-
<br />32' -
<br />21' -
<br />
<br />l' 0, H,
<br />15':' 9"
<br />14'- S'
<br />13', 9'
<br />
<br />6'
<br />4"
<br />3 '
<br />
<br />34' - ID'
<br />22'- 9-
<br />31' - 8'
<br />
<br />..' 0, H,
<br />17':- i"
<br />16'- 0-
<br />IS'- ,-
<br />
<br />17'- 0'
<br />!j'- 6'"
<br />14'- a'
<br />
<br />11' - l'
<br />1~'- a'
<br />1"'- 10'
<br />
<br />la'- 10"
<br />'" - ,..
<br />16'- 9-
<br />
<br />'.......
<br />
<br />-
<br />
<br />11'. 6'
<br />16'- 0'
<br />1"- 3'
<br />
<br />" 0, H
<br />16':' ii-
<br />IS'- 3'
<br />1.'- 6-
<br />
<br />18'- 0'
<br />16'- 1"
<br />IS' - II'
<br />
<br />TABLE 3: MAl, ROOF BEAM SPANS :ATTACHED CARPORTS 606) T-6 ALLOY
<br />h_n - Alvlll~UI1 UTRU310N3
<br />
<br />oEM SlZI POR SPAN, LON ORA.ING USB 'A' . 1/ + O,H, OR .....
<br />)", )'.0,01" TILT BEM !lA/1PLS: 'A'. 1'. 3'. 9' SEB 9' .IOTH .".
<br />iiIDTH-",F--iiA[ini.-ii:/130 MPH w. L, 9' ~PH W, L, 110 IIpH W, L.
<br />" 8'- 0' 9'- ,. 8'- S'
<br />6' 1'- 4' 8'- " 1'- a'
<br />7' 6'- 9' 1'- 10' 1'- I'
<br />8' 6'- 4' 7'- 4' 6'- a-
<br />9' g~EH S'- II' 6'- 10' 6'. )'
<br />10' ,': '8~ 6': -6~ ,': II"
<br />11' S'- ,- 6'- "S. "- a'
<br />11' "- 2' "- 11' "- ,.
<br />2". 4",0,0'" TILT BEM
<br />---,,-------------'9':--9;------------11':--3.--------10':-).-
<br />6' 8'- 11" 10'- )' 9'. S'
<br />7' 8'- 3" 9'- 6' a'- a-
<br />8' 7'- 9- 8'- II' 8'- 3'
<br />9' 1'- )' a'- )' 1'. a'
<br />lO' 6'- 11" 8'- 0" 7'- 3"
<br />II' 6'- l' 1'- 7' 6'. II'
<br />13' 6'- )' 1'- 3' 6'. a'
<br />2'~ 4'~ 0,120' 3.11,8,
<br />---,,-------------ii<:-io.------------i40:-io;-------I)':--a"
<br />6' 11'- a' 13'- 6' 11'-'"
<br />7' 10'- 10" 12'- 6" 11'-'-
<br />8' 10'- 1- 11'- 8" 10'. 8"
<br />9' 9'- 6' 11'- 0" 10'. I'
<br />10' 9'- 0- 10'- ,.. 9'- 6'
<br />11' 8'- 7' 10'- 0- 9', I'
<br />12' a'- 3' 9'. 6' a'- 8'
<br />2", ''', 1,'''- S,/1,8,
<br />---5 ,------- -- ----15>:- i ;-- ------i' ':-- ii' ------- i 67:'-0'
<br />6' 13'- 10" 16'- 0- 14'. 7"
<br />l' 11'- 10" 14'- 10- 13'- 6-
<br />a' 12'- 0" 13'- 10' 11'- l'
<br />9' 11'- l" 13'- 0- 11'- II"
<br />10' 10'- B- 12'- I" 11'- 9-
<br />II' 10'- ).. 11'- 10' 10'- 9'
<br />12' 9'- 9' II', 3- 10'. 4'
<br />2",6', 0.1)'" S,/1,8,
<br />'--,,-------------170:-10'------------20':--6.-------18':--9"
<br />6' 16'- 6' 18'- 9- 11'- 1-
<br />l' I)', 0- 11'- 4' IS'- 10'
<br />&' 10'- I" 16'- 3' 10'- 10.
<br />9' 13'- 3- 15'- 4- 14'- 0-
<br />10' 12'- ,.. 14'- 6' 13'.)'
<br />11' 11'. 0" 1J'- 10" 12'- a-
<br />12' II'" 6- 13'-)' 13'. I'
<br />J", 7", 0,1)0" S,/1,8,
<br />'--,,-------------i90:--6'------------22':--6.-------20':--'.
<br />6' 11', 10- 20'- 1" 18'- '9"
<br />l' 16'- 6- 19'- I- 17',~"
<br />8' 1)'- '" 17'- 10" 16'- 3'
<br />9' 14'- 6" 16'- 10- 1"- 4"
<br />10' 13'- 9" 1"- II" 14'- 6-
<br />II' 13'- 2" I~'- 2" 13'- 10'
<br />12' 11'- 7" 14'- 6" 13'. 3'
<br />l", 8'" 0,230- 3./1,8,
<br />---5'---~---'----260:--~.--.---------)O':--6.-------27':-Ii~
<br />6' H'- 2" 21'- 11- B'- S'
<br />7' )1'- 4" "'- 10' 13'. ,.
<br />a' 20'- 11- 14:- 1- "'- 0'
<br />9' 19'- 8" 21'- 9' 20'. 9'
<br />10' 18'- 8" 21'- 7' 19'- a'
<br />II' 17'- 10" 20'- 7" 18'- 9'
<br />13' 17'- I' 19'- 8- 18'. O'
<br />l", 9", 0,224" S,/1,8.
<br />---,,-------------280:--8.---------'--))':--I'-------i8':--9"
<br />6' 26'- 2" lO'-)- 21'- 1',
<br />l' H'- J" 28'- 0" 1"- l'
<br />8' 21'" 8" 26'- 3' 2)'. II'
<br />9' 21', 4" 14'- 8" 22'- 6"
<br />10' 20'. ).. 2l'-'" 21 '- 4'
<br />11' 19'- 4" 21'- 0" 30'-'"
<br />12' 18'. 6- 21'" 4' 19'- 6'
<br />
<br />LAWRENCE
<br />
<br />CIVIL ENGINEER
<br />PO Box 4368
<br />Phone no:
<br />
<br />E.
<br />
<br />TABLI 3: SCHEDULB OP
<br />8EAifsiil------- --
<br />
<br />2'1 )'1 0,0" TilT
<br />2'1 4'1 O,OS' TILT
<br />1'1 "I 0,120' 5118
<br />1'1 5'10,154' S/1B
<br />1'1 6'1 0,1)5' 5/18
<br />1'1 1'1 0,130' S/1B
<br />1'1 a'l 0.234' 5115
<br />1'1 9'1 0,114' S~B
<br />
<br />THRU 80LTS REQUIPED
<br />--j-oi'~U-BOLfs--
<br />1/4' 1 d + In-
<br />2
<br />1
<br />1
<br />1
<br />3
<br />)
<br />4
<br />4
<br />
<br />POST TO BEAM SIZB . , OF
<br />-MiNIMUIl---- ---- . - --
<br />roST S lZB
<br />"I J'I 0,06' Scolloped
<br />"I 3'1 0,06'
<br />"I "1 0,06'
<br />"I )'1 0,06'
<br />3'1 3'1 0,093
<br />)'1 3"1 0,093
<br />3'1 3'1 0.115
<br />"I 3'1 0,11)
<br />
<br />I~tl!! !: PIAl, ROOF AREA POI ATTACHEO CARPOH POST
<br />
<br />FOR ALLO.IUlL'1 RO(lr AREA USE 'AJl::A' . S I (./2 + O,H,)
<br />EXAMPLE: .5". l' I W. ll', . O.H. .. l'
<br />'AIlEA' . '6 sr
<br />
<br />/1Al1/1UM ALLOWAalE ROOF AREA POR VARIOUS ALU/lINv/1 POST IN SF
<br />POST nn
<br />3'~ ",0.060' SCALLOPED' DESIGN LOADS AND WIND VELOCITY lCADS
<br />POst-HGt------POst-~i-,--.A[i6N----95-MPH- --ITO-MPH---~20-MPH
<br />[i'-IO'. --i:,60- - -'i~- -518-- --'a2-- --41)--
<br />12'. D' ',)31 366 3" 196 2'4
<br />IJ'- O' 3,311 161 1/4 118 1'3
<br />
<br />l;~~~-2~~~~~OffiME~500-------667----~'ii--------4'6--
<br />
<br />a'- O' 1,'01 310 '94 '1, )'2
<br />9'- 0' ',926 196 39' )39 .al
<br />10'- O' ',Ias 1'9 )., 28a 246
<br />11'. O' 3,704 la' "'6 206 116
<br />
<br />~~:~ij~Q~:-~~~i80______,29-------9,l-------_oiO-------69.--
<br />
<br />11'. 0' 7,99, .00 '33 '44 3al
<br />13'- 0' ',"00 110 360 300 3~7
<br />
<br />~~~i~ Q.:.!1}:-f%~r4g~AM~--972------i196-------IOeO--------9l6--
<br />
<br />13'. O' 14,400 120 960 aoo 686
<br />I)'. O' 10,080 '04 611 '60 .eo
<br />
<br />~i~~i! ~11:_il~f9~~l>^~-riIO------i'4ii----~4,,__--~241-
<br />
<br />la'. O' 16,490 al' 1099 916 1a,
<br />30'- O' 10,610 534 1/1 '9) S08
<br />, ALLOY 606) T-6
<br />~ AL[oi liH m
<br />
<br />TA8LB ,: ISOLATED FOOTINOS
<br />~iiMUa.R06!-6S~ foi'CARPORT POST ~L !~Q~~I~Q fOOTINO
<br />--- --Foi-BEiow- LISTED 'I~D VEiOCITY UPLIfT LOADS
<br />fOOTING TYPE' SIZE --- ~~-BE~ ,----- '1lQ BrH----- ---!1Q-~H---
<br />POURED-COHCRETB----
<br />1'=OOi I':O"i'I' -0- 19
<br />1'-4'1 1'-4'1 1'-6' 86
<br />1'-6'1 1'-6'1 1'-0' 16)
<br />1'-a'l 1'-8-1 1'-0' 181
<br />I'-a-I I'.a-I 1'-6" 21S
<br />2'-0'1 3'-0'1 1'-6" )46
<br />1'-6'1 1'-6"1 ,'-6" ..63
<br />PRB-CAST SLA8 ./ 80' SACK-CRETE ON TOP
<br />1'.4'1 1'-4'1 3'-O'ITO SLAal 117
<br />
<br />"
<br />71
<br />136
<br />136
<br />139
<br />'3&a
<br />386
<br />
<br />21
<br />61
<br />116
<br />IH
<br />196
<br />2S7
<br />311
<br />
<br />91
<br />
<br />56
<br />
<br />~
<br />r~
<br />,(/)
<br />,
<br />M
<br />(')
<br />
<br />NOTE' All ,pons ond Copocities ore based on wors!
<br />case of uplift loods due to WM vele-cltles,
<br />
<br />92-00018
<br />
<br />AlL [NFO"~ATl()N ANO VETAI1-S CONH1NlO ON THIS DR^"I~G IS THE
<br />PROPERTY OF LAWRENCE E, BE~~ETT AND MAY NOT BE REI'RODVCED/COPIEO,
<br />OR USEO IN ANY MANNER WITHOUT HIS WRITTEN PEh/11SSION, 1,_FORMATION
<br />13 NOT VALID WITIIOUT Mr. BENNETT'S SIGNATUPE AND E~OOSED SEAL DN
<br />A MASTER FilE CO~Y BELONGING TO THE I'E"SON USING A CO~Y OF THIS,
<br />
<br />BENt\JETT
<br />
<br />
<br />8 DEVELOPMENT CONSULTANT
<br />South Daytona I FI,32121-4368
<br />(904) 253-9960
<br />
<br />ACp:
<br />DRAWN
<br />LWB
<br />
<br />SHEET
<br />
<br />;:"",.'
<br />
<br />FEB 1 8. 9?
<br />
<br />2
<br />
<br />2
<br />
<br />OF
<br />
<br />SEAL
<br />
|