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<br />:: ' :: BY UPUFT TABLE; CONTINUOUS
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<br />?:::.:::..::~ ' HIGH STRENGTH UNTELS BY CAST CRETE
<br />FILL TO FORM COMPOSITE BEAM
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<br />WORKSHE,EI
<br />FOR CALCULATING UPLIFT REQUIREMENtS,'
<br />CAST -CRETE
<br />PERIMETER BEAM SYSTEM'
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<br />SECTION "Au
<br />(0 lOCAJ1a.I$ lNOJ(.l.TEO 0Nl'V)
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<br /> 1. Wind Zone 100 MPH
<br /> 2. Height above ground 0-15 f6et
<br /> .3. Wind load pressure~_~P.S.F'.
<br /> .4. Shope foetor 1
<br /> 5. One half of roof span 17 feet
<br /> 6. Overhang 1 feet ' ceiling 12 "
<br /> 7. Deadweight of roof and P ~S.F'.
<br />A. Item 5 x item 4 x tfem 3 ~6.!...p 1ft
<br />B. Item 6 x 1.50 x item 3 32 P 1ft
<br />C. Item 1 x total of 5 + 6 216P/ft '
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<br />REQUIRED UPLIFT LOAD (A + B - C) 113 P.L.F.,
<br />tBased on 1993 revIsIons to stctlon 12()~ of the Standard Burtdrl'lg Cod..
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<br />APPROVED MASONRY UNITS (TOP COURSE ONLY)
<br />(LINTEL BLOCK) WI /15 BAR(S) AS
<br />REQUIRED BY UPLIFT TABLE, CONTINUOUS
<br />AROUND PERIMETER WHERE TIE BEAM EXISTS,
<br />FILLED wi CONCRETE
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<br />UPLIFT TABLE
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<br />TRUSS ANCHORAGE
<br />(SEE PLANS)
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<br /> ALLOWABLE UNIF'OR),I upun LOAD ..' POUN~$ PER U~. FT.
<br />~ 2&
<br />SPACIHO 8 1() t2 t. ta la 20 z. 32
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<br />1 - 15 7Sg 507 370 288 234 Jt1 111 ' ' 131 11.& 10$
<br />GRAOE 6() - .',
<br />1 - 15 @ " ; I,
<br />549 313 271 21t 1~6 t37 tf4 '91 90
<br />GRAOE 40 , '" . , I', , . '
<br />2 - 15 1m 859 tt, [,' C
<br />GRADE 6() 884' 101' 5~&. 4f7 311 3Of, , 2$f ,Jt~ tSI U1
<br />2 .:. 15 ~5t &~5 45t ,
<br />3$3 28." ", 231 2Q~ . 1$_ 131 11'
<br />GRAOE 40 5~S" .uS" ' 411- "
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<br />OPTIONAL COURSES OF BLOCK AS REQ'D
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<br />HIGH STRENGTH LINTELS BY CAST CRETE
<br />FILL ONLY IF LOAD EXCEEDS
<br />UNFILLED SAFE LOAD CAPACItY
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<br />Load Table Is Based On
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<br />of I I~ir fMt.illlr" fJlltd ~ b~k' ~"~<<.tn(o~ ~', allot ' .," , ,
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<br />" r~lilf~~ 9nd with 0,',.'91. tOW. .(.0 nfn(ot<;N. :-,' ,
<br />, a} A!klwobr.. ynlfortrt ",p1lff ~:~ b. mwtfpfttd bY 2.30 l' ~ .tf.... .
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<br />(1) #5 ~ BAR IN FILLED CELL, CONTINUOUS
<br />FROM THE BEAM TO FOOTING.
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<br />IjlOOdl shown Inc/ud. ""ght of flUW Apprcvw t.fotonry Unit. .
<br />2 rut Coner.f. .. f'o '" 2m p.t 0 28 dflyt. '
<br />3 R.!t\fOl'(;ln~ Slftt .. AST14 Aa 15 .. Gr~. &0 ~ 40 (II tMfoafH.
<br />. Rti/'lfOl"fj!rl:J I. ploud 1n the fop of Appr~N ~tonry Una
<br />with 1-\ eov.r. 6ottorn rtlnforell'l~ do., l>>t lMr+QSt \lpllft
<br />co~~ty bostd on s!tIgf. spon condit!<ln bmten tr, dowit
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<br />(e1/'1fOl'CII'l9 llltl",d of t -l. th. \Jpllft /0<<11 allow" Tri tile foble
<br />con b. Incft<ltW 01, follow.t
<br />0) ~t<ld. &0 R.lnforcrng '. '
<br />1) Sl,lbf~d 51 fforn fob!. vo/un on.j rrtl41KP'1 rt~
<br />lood by 1. 1 e. "
<br />2) Then rt-odd ~1 to valu. ~fOlnW from Pc'~' dIp
<br />for on altowoble vpRft Io<ld." '
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<br />PRECAST CONC. SILLS BY CAST CRETE
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<br />SAFE LOAD TABLE FOR CAST-,CRETE
<br />HIGH-STRENGTH' ~ ,j'.,
<br />PRECAST . ~ PRE:$~rRESSEO U,:lINTEL..S
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<br />CONCRETE FOUNDATION (SEE PLANS)
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<br /> .... -';: " " .. :, ~ ,,; .
<br /> 'SAFE LOAO - POUNDS PER UN EAR rOOT '-, " ~ .
<br /> LENGTH U,NFlllED t FILlEQ'
<br />,4'- f1' ( ~) PrKo$l t .875. Lbt. , '.408 U>t. . ' -/
<br />4'- t' ( ,..If) I'rKost U60~ tb.. , , .,&1$ \.b.. _ , : ~
<br />5'~ 4,. ( U') Pmost t.14$ ~J. ...a1$ l,b.. " ...' ','
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<br />S'-If1' ( 7f1') 'r~$l f.S7' lb.. " . $.t~ \.bt", -
<br />6'- t' ( 18') PrKod ' 1.566 ~J. $,160 !l.. . ".','
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<br />7'- ,~ ( ~(1) 'rKQ$l 1.$00 lob.. .. 2.&U tbf; ; "
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<br />g'- ~ (tit) PrKost 1.0~$ lbJ. I ~t.., U>-.." v
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<br />10'- ft (146") I'(.~o$l - ~U l.bt. , , f ,)>> lb.. ,; . "
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<br />11'- I." (136") I'r'~ost 800 \..b.. " ' c tlm I)..
<br /> >.
<br />12'- (j' (1-(4") Pr~ost 1~ \,bI. t .$04 lb.. . " c
<br />11'- ... (160") I'rKGst &5t lb.. ; t .61' l,bt. '
<br />14'- (j' (168") I'rKo" , " '585 Lbt. . $Of \..bt.
<br />(4'- ~ (116") Prulr.uW 583 Lbt. 1~~.1 ~.. "
<br />I~'- I." (t3.()Prufr.u.d 510 Lb.. t,ttQ Lb..., , ,
<br />17'- 4' (20a") Prnlrhstd 3&7 Lb.. 911\.)...
<br />19.- .( (23r) PrnirnsW - &2$ Lbt.'
<br /> 289 lb.. ~ "',
<br />
<br />TYPICAL SECTION
<br />
<br />Ifni. condugfN l>1 011 ~~.'l<"'" r~ lo~ ",
<br />'Actltlt Q' II com\X'Clt btOl!t .lllt !Ill r priMltt h<Im - OIl. " lKIr 1ft fl. ...... QM II w 1ft it.. ~ ktH Oft ~ ~ ., Wtflltt t. IlotaIl. ".t.
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<br />CONTINUOUS FROM BEAM
<br />fa FOOTING
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<br />STEP DOWN TIE BEAM DETAIl.
<br />
<br />(SEE FlOOR PlAN fOR STEP OOWN OEt'JLLOCAnoNS)'
<br />PlACE VERTICAlS PER TYPtC.At. STEP OOWN OETAlL
<br />
<br />, ENGINEERED..
<br />PRECAST PERIMETER
<br />BEAM SYSTEM
<br />
<br />-'t=~c:P _ .
<br />n~A ENGINEEREO CONSTRUCTION PRODUCTS CORP.
<br />EXECUTIVE OFFICE PHONE:(813)621-4641
<br />COUNTY ROAD 519, ONE MILE NORTH OF' 1-4
<br />" P.O, BOX 24567 . TAMPA. FL. 53623-4567
<br />.' " _' J.. '><' . "t ~
<br />
<br />OWN BY: G,B. ,
<br />DAlE: 10/26/9-4
<br />
<br />CHK BY: J.6.
<br />
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