|
<br />
<br />~~
<br />
<br />8" ~----3'
<br />1-'--,- ~/
<br />I I~ ------
<br />I ~~~//~~ .
<br />
<br />
<br />
<br />
<br />_I (UNTEL t::lOCK) WI #5 B/'.R(S) ;'S
<br />I a.-' - REOUIRED BY UPLIFT T,ABLE, CONTINUOUS
<br />rRU(?~ ^NCHO:~^GE [.]--.~. AROUND ::)Er~IMErER.. WHEr~E TIE BEAM EXISTS,
<br />i\~EE PLAN.)) I -~ FIL.LED W I CONCRETE
<br />
<br />E,~~ \ .
<br />\ : -n ------ OF'TION/~L CCURSES OF E3LOCK AS REO'D
<br />~~bi\
<br />---~J \_,_
<br />[t ----,-
<br />[L-
<br />[L
<br />
<br />~~}J /---- PRECAST CONe. SLS BY CAsr CRETE
<br />
<br />LtIJ=r
<br />[[
<br />
<br />
<br />(~I r- CONCRE~E FOUNDATiON (SEE PJ\N'l)
<br />
<br />
<br />iT.~--=..[rdd-'-~-'...-~;I'~'II-~~-~t.
<br />--I I I L---t/I=--=-' I 1- I
<br />-,I }'.-
<br />I r= ~ _.--,-__~-- _ :-~r
<br />---I '1--11 --11--11
<br />n:-:=fTT==TTT=:I i.::-
<br />
<br />HIGH STRENGTH LINTELS BY CAST CRETE
<br />Fill ONLY IF LCi\O EXCEEDS
<br />UNFILLED SA~T LOf\D CAP!-\CITY
<br />
<br />(1) #5 ~ B/\R IN ~-llLED CELL, CONTINUOUS
<br />FROM THE BEAM TO t-OOTING,
<br />
<br />_lY PIC I-\L._. S E CILQ~
<br />
<br />8"
<br />
<br />r-'~l ~?~
<br />I ~~ -----
<br />~ /--- '1
<br />~-~tt;--""- ---~-------1
<br />/1r~. lr'--~-'~'
<br />/ r-- --1 I
<br />( _L_H_~
<br />_fR.Y~:.'s.~ ,_ ~... PfF:--.----- OPTIONAL. COUr~i()ES OF BL_OCV AS REO'D
<br />4Ni_ ~'k)r"}VJl , f1=t=.-
<br />(C~t-=-- P..ANS) [\ : Ii
<br />~\:]J. ---.--------- H.IG.,.H ST. :~ENGTH U~~. TELS.- BY C.AS r
<br />_~- t CR[TE rlLl_ ONl_Y W i_ClAD EXCEEDS
<br />r r UNFil_LED SAFE LC/~D 1~>\PACIIY
<br />I .:
<br />
<br />rtLb-
<br />Jliffl
<br />1[1 i
<br />~rr~.---'--- Pi,ECAST CON::. SILl__.' 8r CAsr CPEF
<br />
<br />L?'4-- <) L
<br />~r--t7-Fl'-------- HIGH s 13ENI~TH Llt~TELS !3'r' , .c~\! T.
<br />f ',I f1 ' \.~RETE r-1U_ uM_ r ir- LOA.u EXCEED'')
<br />t UNFll_LED SAFT LOAD CAPt\( I i"Y
<br />
<br />
<br />SECTION "A"
<br />
<br />-- J:--------.
<br />
<br />
<br />[r-"J!
<br />~,J.- -----,-
<br />
<br />#5 E3AR(Sl AS REOUIRED
<br />8Y IPLlFf TABLE, c.ONflNUCUS
<br />
<br />HIGH STRENGTH LINTELS Bf C4S T CR[TE
<br />Fill. TO FOr~~,A COMPOSITE 2[t.M
<br />
<br />_S E GJ I 0 }J_~_'JJ~_
<br />
<br />I" lOCATiONS INOCJl,TED ONLil
<br />
<br />~) () IJ .~~ /1 ():3
<br />
<br />I
<br />.' .._~~c.,~~,.",~~~.,_~="-,~~,,-,-~~~_~~~"~.~_~-,,,-~_<_~__~_~.~__~~r--~~~~~'
<br />
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<br />7'-0"
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<br />; r---r-- -r---- .
<br />___ ~_.L_____________L_-__
<br />
<br />.o...:-':'-"-,"+L...~'~"
<br />
<br />55'-4"
<br />
<br />21 '... L~---,--~--'--~-n-~-'-r ._--=~~'~=__=1~. ,-\" =--~====f
<br />I I
<br />
<br />. .
<br />
<br />r; eo
<br />
<br />FILL LINTEL W/ 1- #5 8Ar"
<br />=:Er · r----::: ~
<br />
<br />f--
<br />LL
<br />.............
<br />-t-k
<br />
<br />"987 #/FT-
<br />
<br />-- .250
<br />
<br />#/FT
<br />
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<br />==:E__,
<br />
<br />.
<br />
<br />-r---=.t :
<br />*940 /I /Ff.
<br />
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<br />
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<br />'......
<br />:~k
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<br />U-)
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<br />11-
<br />
<br />* l'ldicotes ibs. per iineol- fo)t cop,JCity re!wired Of
<br />precGst lintel to sU:Jpcrt rjeod and liv~ loads,
<br />
<br />t G,c. NOT[:
<br />pace filled cell under
<br />al! girder trusses
<br />
<br />+
<br />
<br />FilL UPPEf~ UNTEL,
<br />W/1--#5 REBAR
<br />UP'PER LINTEL
<br />* ~799 II /Ff
<br />LOWEr< LINTEL
<br />'1~O~' IF'r
<br />'" L J. , I '
<br />
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<br />· fr'rLEH :-=:
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<br />)L---,---- -- ---- -----
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<br />t *2S0 !I/FT,
<br />Er-ECf---r ·
<br />FIL.L LINTEL IW/1 -#5 R<\f",
<br />I '
<br />" p,,1 c>
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<br />LL
<br />"-.......
<br />.~~
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<br />
<br />t250
<br />
<br />,,j /r~
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<br />--------------~~~~=3~----------_________________L~ ' -- t________ --1.-------------------_____ ----,--~-~~-:~~----- ------ ,---------------- -----J
<br />
<br />ENGINEERED
<br />Pf~ECAS r PERIMETER
<br />REAM SYSTEM
<br />
<br />~E c p____________________
<br />FLO IDA ENGINEERED CONSTRUCTION PRODUCTS CORP,
<br />_..__..~_._----,---------- ---------------------.-------
<br />
<br />eXECUTIVE OFFlCf~ PHO Nt> (81 ~,)621 ,- 464 1 CHf< i~Y /
<br />
<br />._----~
<br />
<br />.
<br />
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<br />I
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<br />
<br />------~----~
<br />
<br />
<br />WORKSHEE r
<br />FOR CALCULA flNG UPLlFf HEQUIREMEN fS
<br />C/\ST --CRETE
<br />
<br />PF:RIMETEH BEA~A SYSTEM
<br />
<br /> ,
<br />--
<br />--
<br />--
<br />-
<br />--
<br />or ..
<br />l$tll'lg
<br />l'l1 sl-<lJI
<br />'Jod"rd 911
<br />f Q fl. d~*n
<br />'~<Jp-:l(;ty
<br />r ,.r 'jd. 60
<br />if ~ 11,-
<br />-
<br />--
<br />--
<br />--
<br />--
<br />--
<br />--
<br />-
<br />[.
<br /> --....
<br />) F) (~
<br />\1-
<br />......_.~--Il:~~.~
<br />
<br />1. Wind Zone_~9),~PH
<br />2. Height above ground~~_feet
<br />"'3. Wind load pressure___ 2~_p.S,F.
<br />-4. Shape fuctor_~___
<br />5. One half of roof span_ 20 ___feet
<br />6. Overhon9--_~_ feet
<br />1~
<br />7. Deadweight of roof ond ceiling ,"
<br />
<br />P.$,F.
<br />
<br />A. Itern 5 x item 4 x item ,5
<br />8. Item 6 x 1.50 x itBm ,3
<br />C. Item 7 x total of 5 + 6
<br />
<br />,180 P 1ft
<br />~~_P/ft
<br />__ 2~~_p 1ft
<br />
<br />REQUIRED UPLlF r LOAD (A + 8
<br />
<br />__ 200_P.l.F,
<br />
<br />C)
<br />
<br />'8osed on 199.3 r~'>(l$lons 10 sectfon 1205 of th3 Stand(]rd 8ufldln9 Cede,
<br />
<br />UPLIFT TABLE
<br />
<br />I
<br />I
<br />i""'::':::~ll..D(;1IlI
<br />I ........ S"<.JIG 8 1 Q 1 2
<br />~~ '............... - ---- ----
<br />i 1 - #5 753 507 370 2M
<br />~IUC~~ ___ ,_____
<br />! 1 - IS ~2,"",
<br />i G:UDE (0 549 ,373 2n "'-:~
<br />.--2-:--15---- BO'1 859 615lf
<br />l_-":"O'-'-"_ --.... -F 70". ,,-:~ '", .
<br />: 2 -- 15 959 635 459
<br />;__~~,lD~_ _~95- I ~~_~IJ" 353
<br />
<br />ALLOWABLE UNIFCRM UPLIFT LOAD - POUNDS PER L1tL FT,
<br />
<br />~I~-
<br />
<br />16
<br />
<br />1 :3
<br />
<br />14
<br />
<br />20
<br />
<br />32
<br />
<br />,
<br />I
<br />--r----
<br />I
<br />131 I 116
<br />i
<br />
<br />234
<br />
<br />197
<br />
<br />171
<br />
<br />103
<br />
<br />132
<br />
<br />I
<br />156 137 11. +- S9 ')0
<br />306 2~'9 - --;;8 l~~' -~
<br />237 i.03 159! 132 r~
<br />
<br />--- ~--- _! -
<br />
<br />372
<br />
<br />284
<br />
<br />LOrJd Tobie Is Bosed On The Following Provisions
<br />
<br />'j LO'J~S sh~"n IndYd.. .uil)ht of fWed ,l~pro,..j ',fOSMry Unit.
<br />2 ritl Conclt~. ~ f'c ~ 2~OO p$1 \l 28 d")$,
<br />3 R.oforclr'9 Slut 02 ASTI.4 ,1.615 - Grad. 60 or 40 os :ndk'J~ed.
<br />.. Re:nforclr,? Is plc,~d 'n I"'. t'=i> of .lpl>ro\.d 'A'J~onry t:nil
<br />,...ilh 1.\ ' co....r. Bottom relnbrcll'l? don nol :"ulI,n. ,..plill
<br />c"1="Jcity boud 00 sin~l. !pon conditIo,., b.h';.n tl. ,jo'"",,
<br />pold,.
<br />5) if :ntlllpr~tct!on of ACt 8ull-jin'l Co'~, oll<;o1\'s \" (o..r O>lr
<br />r.inforclng Instll-:ld .,f 1,\' Ih. uplift INd, $h~wn :n :11. kbl.
<br />con 1:, In(re~H.d os folio''''';
<br />0) Grod. 60 R.lnfcrdl'l'~
<br />1) S'..:btrod 5') freM lob:t ~oll,;tS 'JO,:I ,n...lllply ruuitjn'~
<br />!o.J'; by 1 .16.
<br />2) Than re-"dd 5') to ~Clli,;t obl'jlned from prevk>us step
<br />for n... oll"werl;,f. lJplift IO'j,j
<br />
<br />b) GN'!' .0 R.l.,fon:ln?
<br />1) So:lln. os 1ro1. W .)(e1lpt <n'Jitlply by 1,1..
<br />2) S':ln",' <:IS 9r<:ld. &0.
<br />No incr.ou Is cppllc<:li):. for y.,~uu n".orktd with .,n ·
<br />$u pN'iislon 1.
<br />6) SPOl'l ;s mt'JSurlld i" tut lalwet" II. ,j.)\fn poInts (ons
<br />of 1 l5(min;m...,n) ;1'1 filled ...dk." blod, cell. R.jnforci
<br />!a od'1U<JI.ly "'1'Ilad.!.:I In footlr'!<j/ .,.,,:1 s~<lll n.]>. " st
<br />h,~k ot (l',h:l-depth or htgh.r I" '..om.
<br />n !., short 'p"n c'>."ldi!'K>nl .h..t sp<:.nl o'c'Jr ")CM srdt 0
<br />pold 1/'.. .,Howo!:.!. upilft Io-j.j, .,r. 1Irr:[le-j by 11'l. IO<:l.j
<br />of lilt :r. ,jo..n. 'SIXh 10011 or. h,.:l!co!t.j wil1'1 on · to
<br />r1l1nforcil1" o::nd \..:ih -:I U for 9H1d. .0 r.l.,fordng.
<br />8) AlloNobl. \lniforn' IJplitt lood m-:lf la rnl~i+lpn.,j by 2.~0
<br />b~lT1 ,jds compostttly w71h ,] fi!!eoJ Iln!lIl.
<br />
<br />SAFE LOAD TABLE FOR CASf-CRETE
<br />HIGH-Srr~ENGTH
<br />PRECAST r~ pr~ESTRESSED U LINTELS
<br />
<br />!-----~-----------------r--- SAFE lOAD - POUNDS PER LINEAR FOOr
<br />~--:=~'::O'T~~-~---- ~----- ~,:l;,I~~:D' ,~~ FillED'
<br />
<br />f- 4'- S. ( 5.") F'rtcosl t 1.860 Los_
<br />
<br />~~___;~~U~~~;~i__=~--1 ___ :::;~ ~:::-
<br />
<br />6'- 0" ( 1!L Prtc~_______~ .___~565 -':~_
<br />7'- 5" ( ')<f) Prt-:;ost 1,551) Let.
<br />-_._----~-------,-
<br />9'- ." (IIr) Pr.,.jsl -+- 1,025 lbs.
<br />_=-lO-;:-~~-tcost --=-~~-t- 922 lei,
<br />11'- .' (D6") ?r,c"tt I 800 lb..
<br />f--------------------.r
<br />
<br />~--- :~:= ~~~~;; -~~:::: ------t-- ~~ ~::: . ----
<br />t=l~'- ~' '-'-~d"TP;;~--_=-l=-==--=--~-- 5a5 lb~____
<br />l----..!.~:-::::-!...1!2?) Pmlress..j ____~_-_-----563 lbs. ____
<br />! I~'- ." (1-34.) f'rulruu.j 1510 Les.
<br />'----------------.-------+--------------------
<br />
<br />t--iE~i~i~~~ ~:::~+:::~~_==C____ ~;; ~~____
<br />
<br />'T.Jfa <'-fl')dWt.i~.;f bt on in'"f:1n!t''' re."~-~ lc~~o.'C.Iry.
<br />'J.d;ra (,,1 a (O~fl~I';;. t;,e~,n ..ir~ on ~ ~W'!.'i"I()~'" t.OVU'l - OI';l t5 ;..or l!"l I"'. rirlflK. ...-n. ,., b~ il"l ~l".. t~rn. eu,td on !.~. ti;m~\.ttO~~ by ...."i.r r. "cfK.h, P
<br />
<br />6..03 let.
<br />--.------------
<br />4.81 5 Les.
<br />4,615 Lei.
<br />~,1U U;.s.
<br />------.._.---
<br />~.260 It.s.
<br />2.8a7 Lt.I.
<br />1,747 U;.s,
<br />1 ,335 Lb,.
<br />1.4Sl lbs.
<br />1.304 Lbs.
<br />1,1)13 '-la,
<br />--------------
<br />)09 Lbs.
<br />I,34t lbs,
<br />1,210 Lbs.
<br />11 I Lt.s.
<br />825 Us.
<br />
<br />r- #'5 BAR(S) AS REOUIRED 8Y UPUFl' TABLE,
<br />
<br />
<br />
<br />
<br />\ ~: rI---r-=r----
<br />j:~~L-l--:'= ~~I~rs
<br />/!I_-_~]=:_-~~= _=[__=I:1j~ ~g~~,~<~O~\LLF:tJ
<br />--I TO FOOTING
<br />
<br />
<br />_~5 8AR
<br />BEAM
<br />
<br />5TLJ~__QQWlLIIE BEAM DEl ~-'L
<br />
<br />
<br />o
<br />
<br />1< E S .
<br />
<br />! .. {' !:N T >>:,M~)1 ;:F:~4 ;~~~AE~,:~IL;-~ ~;,;~,n~) (~':);,:'1!:H. 'f lL\ Y \' ILL, '\ ( ; E
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