|
<br />.
<br />
<br />~
<br />
<br />."'.....,.,.~~'..~^~~~~\O.~.IliIIW'\"'.~~.,--~_... -"'\IlI'~~""
<br />
<br />r~" ~1
<br />f 1,~~~;:-y
<br />
<br />BLOCK)
<br />r '~1I<,', [ r~, "'/ W/ #5 OAR(S) AS r~EQUIr-~ED
<br />MKtiUI,/\q- 1 l3Y UPLlFf TABLE. CON T1NUOUS
<br />(',H Pl!\W,) ,~..tc~. Ar~OUND PEr~IM[fER WHEr~E fiE-BEAM
<br />I [XISTS. FILLED W / CONCRETE,
<br />I
<br />
<br />,..",.,.1...,...",
<br />I
<br />I
<br />I
<br />, ~'r"~
<br />
<br />I
<br />I
<br />*'$ fCCC"'''
<br />
<br />!
<br />
<br />....
<br />
<br />
<br />HIGH srf~ENGfH LINTELS BY
<br />C,\'~)T--.CREf[ FILL ONL\{ IF
<br />LUJ\[) FXCE[OS UNFILLED
<br />'3MT L.OAD CAF'f\CITY,
<br />
<br />I .... ..,
<br />
<br />( 1) #5 flY fJAF\' IN FILLED
<br />CONT INUOUS FROM THE
<br />f3F/\M TO FOOflNG
<br />
<br />CELL,
<br />
<br />[" r --
<br />
<br />
<br />~ ~c't..=
<br />
<br />Pf~[CA'3 T CONe. ()ILl_S
<br />F3'r C/\~.; f. Cl'~[ TE
<br />
<br />/
<br />
<br />I r[jr /
<br />~rh
<br />
<br />E ~~..1..
<br />'r-T
<br />. t.
<br />i [~
<br />~ ~~+ ,..--- CONCRETE FOUNDA T1IJN
<br />~ : I~: ! (SEE PL.f\NS)
<br />
<br />t@rf~-'-~.' A~;~II~~-~:4
<br />
<br />=-11 [-::-::111 :::IlI~~111
<br />11:-::.:111:=:111-:::-.:1 1::-
<br />
<br />lY.P I. C AL__ s E C~[ I O~
<br />
<br />~ .;'r-:-' .. u. .n_
<br />I' l
<br />i l ,!--
<br />l.~.~~!J
<br />
<br />#') BAP(S) AS REOUIRED
<br />r)' UPLIFT T/I,BLE, CONTINUOUS
<br />
<br />t-'h~H SfRENGTH LINTELS BY CAST CRETE
<br />r:-: Te' FORM COMPOSI TE BEAM
<br />
<br />SECTION "A"
<br />- _.._- .- -.-.---.--- --- -----.-
<br />
<br />\ l'.l ,C.ATI0NS ,'<DIC-ATED C;"IL 1)
<br />
<br />~
<br />
<br />i
<br />
<br />
<br />,.,.. _ "'1"'""' - n__
<br />
<br />.,t
<br />I
<br />t')
<br />
<br />b
<br />I
<br />f"'-
<br />
<br />00
<br />,
<br />
<br />"
<br />N
<br />
<br />00
<br />I
<br />
<br />"
<br />C1:)
<br />
<br />"0
<br />N
<br />
<br />"-.;t
<br />I
<br />i")
<br />
<br />b
<br />I
<br />o
<br />
<br />b
<br />I
<br />f"'-
<br />
<br />25'-8"
<br />
<br />4'-0"
<br />
<br />6'-10"
<br />
<br />FIl!L liNTEL Wll -#5 BAR
<br />
<br />
<br />
<br />- .
<br />
<br />*250 H/FT, '-l'- *800 11FT,
<br />\~
<br />\,{)
<br />i")
<br />\,{)
<br />i")
<br />
<br />t
<br />"-....
<br />:.l1::: 6
<br />
<br />o :<:{
<br />tI)
<br />0,J
<br />*
<br />
<br />.
<br />
<br />· t
<br />
<br />or · ..:
<br />
<br />*250 111FT.
<br />
<br />-
<br />
<br />.
<br />
<br />"A' ~
<br />
<br />c:o"
<br />
<br />5'-6"
<br />
<br />8'-10"
<br />
<br />* 705 # 1FT,
<br />
<br />-
<br />
<br />co
<br />I
<br />U)
<br />
<br />o
<br />I
<br />f"'-
<br />
<br />I
<br />. {
<br />
<br />7'-)"
<br />
<br />''<:j-
<br />I
<br />
<br />In
<br />
<br />',t
<br />I
<br />
<br />6'-0"
<br />
<br />~f
<br />
<br />10'-2"
<br />
<br />f
<br />
<br />1 .3' - 6"
<br />
<br />.
<br />
<br />
<br />*250 #/FT.
<br />"A' ~
<br />
<br />~ .
<br />~
<br />1.0
<br />
<br />r.=
<br />"'-
<br />11=:
<br />
<br />~,n
<br />..~
<br />I
<br />.-
<br />"-...",
<br />3:
<br />
<br />o
<br />u)
<br />N
<br />+
<br />
<br />,3258 #
<br />
<br />...J
<br />W
<br />I-
<br />Z
<br />::::i
<br />
<br />...J
<br />...J
<br />IT ·
<br />
<br />t
<br />"-
<br />11=:
<br />
<br />-t
<br />Ii)
<br />(()
<br />.
<br />
<br />· t
<br />
<br />.
<br />
<br />-l< Indicates Ibs, per linear foot capacity required by
<br />precast lintel to support dead Gnd live loads.
<br />
<br />+ G,C, NOTE:
<br />place filled cell under
<br />011 girder trusses
<br />
<br />.
<br />
<br />*846 #/Ff.
<br />
<br />.
<br />
<br />.
<br />
<br />· t
<br />
<br />-
<br />
<br />"A' ~
<br />
<br />. .
<br />
<br />1 2' -- 0"
<br />
<br />116,,1
<br />--~~~~
<br />
<br />52'-0"
<br />
<br />"-...._J .,="'--...:...._"'-.'-J;:."-'"'..............-'-'*'-.,.".:..~~_~~...........>-OO'-"*-.>c~__~_..-.'" ......,-c._.._~.'"__
<br />
<br />
<br />-1<250 #/FT.
<br />
<br />* 250 /I 1FT,
<br />
<br />16'-8"
<br />
<br />-~~. ._-----.._---~..-
<br />
<br />_.,~~~--"O-~~....-__'__~c_:t:.,_
<br />
<br />-=---~-----~
<br />
<br />--~--~ 'J ~...~___".._.........._:
<br />
<br />t~
<br />
<br />t
<br />"'" . .
<br />'4k
<br />
<br />o
<br />II) -
<br />0J
<br />*"
<br />
<br />t
<br />"-.... " ,
<br />:jk
<br />
<br />o
<br />11)
<br />0J
<br />It
<br />
<br />-
<br />I- ·
<br />L.l- ..-
<br />"-....
<br />: ~tc:
<br />
<br />01
<br />tI)
<br />0J i-
<br />*
<br />
<br />-'
<br />+.!...-
<br />
<br />.1 ·
<br />
<br />ht
<br />
<br />l'
<br />
<br />.
<br />
<br />I
<br />':0
<br />I
<br />N
<br />
<br />..-
<br />
<br />(j)
<br />I
<br />N
<br />
<br />-
<br />. -
<br />-
<br />
<br />'--
<br />
<br />.
<br />.-
<br />.-
<br />
<br />I")
<br />
<br />~
<br />I
<br /><0
<br />
<br />:
<br />':.0
<br />I
<br />
<br />~X)
<br />I
<br />f"'-
<br />tD
<br />
<br />ENGINEERED
<br />PRECAST PERIMETER
<br />BEAM SYSTEM
<br />
<br />WORKSHEET
<br />FOR CALCULATING UPLIFT REQUH~EMEN rs
<br />CAST -Cr~ETE
<br />
<br />PERIMETER BEAM SYSTEM
<br />
<br />1.
<br />2.
<br />*3.
<br />*4.
<br />5,
<br />6.
<br />7.
<br />
<br />Wind Zone 100 MPH
<br />Height above ground 0-15 feet
<br />Wind load pressure 21 P, S,t.
<br />Shape factor 1.0
<br />1'1
<br />One half of roof span feet
<br />Overhang 1,0 feet
<br />Deadweight of roof and cellin9 12 __Y.$,t,
<br />
<br />A. Item 5 x item ,~ x Item 3
<br />8. Item 6 x 1.50 x item 3
<br />C. Item 7 x total of 5 + 6
<br />
<br />__,357 P 1ft
<br />:32 P 1ft
<br />~ 216 plft
<br />
<br />REQUIRED UPLIFT LOAD (A + 8 .- C) ~7:3_P,L.F,
<br />-Based on 199.3 revrslons to sectron 1205 of th~ Standard Bulldln9 Code,
<br />
<br />UPLIFT TABLE
<br />
<br />~'t-D';)Wl4
<br />YA<:IHO
<br />REihl.
<br />
<br />ALLOWABLE
<br />
<br />~
<br />
<br />IJNIFORM UPLIFT LOAD .- POUNDS PER L1N, FT.
<br />
<br />12 ~ 1& la 20
<br />f---- --I--.
<br />2aa 23. 1'17
<br />
<br />a
<br />
<br />I - '5
<br />GRACE 60
<br />I - IS
<br />CRACE 40
<br />2 - IS
<br />CRACE 60
<br />2 - IS
<br />CRACE 40
<br />
<br />7~'l
<br />
<br />370
<br />
<br />171
<br />
<br />507
<br />
<br />@
<br />
<br />1~6
<br />
<br />21'l
<br />
<br />137
<br />
<br />549
<br />
<br />315
<br />
<br />859
<br />70l.
<br />&3S
<br />4sa ..
<br />
<br />217
<br />
<br />1309
<br />ae,.
<br />959
<br />SH"
<br />
<br />615
<br />~a.
<br />459
<br />417"
<br />
<br />467
<br />
<br />~06
<br />
<br />25'3
<br />
<br />-
<br />
<br />572
<br />
<br />555
<br />
<br />284
<br />
<br />257
<br />
<br />20)
<br />
<br />151 132
<br />
<br />__ '--_,__L--___
<br />
<br />.-
<br />
<br />Load Table Is Based On The Following Provisions
<br />
<br />'ll~od' SM.n indud....~~ht of fiI:e<:l Appro\ to:! !.foSOl'\ry Unit.
<br />2 fill Con~.l. :: t'o :: 2500 psi ,~ 28 dqy..
<br />) R.lnforetng SIll' ::I .4.$114 A~1 5 - C,od. 60 ;;,r '0 Q. 1n<J!eoltoj,
<br />. Rtlnforelng;s p!a<e<:l In Ih. tOj) of Appro\.,j !.fo$onry Unit
<br />wilh 1-\" eo\ er. lhlkm r.jn(ordo~ don not Iner'QU vplifl
<br />eopoeity Cose-J on sin~l. tpon eoo<jjtlon b.l....n r. down
<br />points,
<br />~) If Int.rpr.t'Jtlon of ACI Suildltl9 COG. -:110 U \" eo\tr o.er
<br />r.infordog Insteod of 1,\" th. lJplift Io-Jds shown In Ih. tebl.
<br />eCln b. ~n<.rl<Jsed os folio ,\'I:
<br />0) Crod. 60 R.lnforeing
<br />1) S!,lb'rod 59 from tob!. .<Jlutl on.j n'H.lWp1t rU\littn?
<br />Iwd by 1,1~.
<br />2) Then r.-odd 59 IQ \''11..... obt'1ll'le-J (rom pr.vlo'~s sl~
<br />for fI.''* olto ,yob!. uplift !o'J,j,
<br />
<br />.~--- .._-' -..- ~. ..~--
<br />
<br />2-4
<br />
<br />j ,',:.: =-,~:~~
<br />
<br />
<br />- ----
<br />
<br />"1 ~O
<br />f---'
<br />
<br />157
<br />
<br />114
<br />
<br />l~a 1$1
<br />
<br />IJ7
<br />
<br />11~
<br />
<br />b) Crod, 40 R.lnf-:.rok?
<br />1) S>:lll1. QS ~r<Jd. (.() n<:.?t rn'..Iltiply by I, 14,
<br />2) S<2rM os gr'J,j, 60,
<br />No InerN$t r. oW:I<'<Jb~, fvr vol..." rn-Jrk.,j 'Nl1n 'In · Cor ..,
<br />Sit provlslon 7,
<br />6) Spon Is me-:;s....r.d in h,t laheen t~. 10",n p';>inh <:ons;stro.~
<br />of 1 j~mtnlm\.lm) In HUM \ ttil<:ol bl-xk <: .11 lh!nforctn? ~QII
<br />fa.o.JtollJ<:lltly tmb..jdtd in f<x,tln1 Qn~ .h':lll ha,. (] .1'lMor.j 9(J
<br />h~k <:1t mld-d.plh or hl9htr In t;eom,
<br />7) In short .pon eonoit!on. ....her. 'PQn. oee...r t-len sl,;l. ot a I!. ,j'J.n
<br />poll'lt U'" ollo'(ob~. vptift I-xd, Qr, I'mil.,j bf lh. :oo),j eep<Jcity
<br />of Ih. 'I. down. SI.i<.n IO'l1. 'lr' lr,dleo'tdMith 'In · fvr~r".jt 60
<br />Itlnfordn'.i1 Qnd with <;3 .. for grod. 40 r.inforeln1.
<br />a) AI:o....obl. uniform vplat ~"d rnoy b. rt'\uitlpl:;,.1 by 2,~0 If .,.. t:.-
<br />bNrYI -lets c~mp'j$ilelt ...i1n 0) flHfoJ !;l'\ltl.
<br />
<br />SAFE LOAD TABLE FOR CAST-CRETE
<br />HIGH-STRENGTH
<br />PRECAST & PRESTRESSED U LINTELS
<br />
<br />LENGTH
<br />
<br />SAFE LOAD - POUNDS PER UNEAR FOOT
<br />UNFILLED' FILLEDl
<br />
<br />f--.
<br />
<br />"- ff ( 48") Prte~st
<br />"- ~ ( ~..) Prteost
<br />~'- < ( 6<) p(t<ost
<br />s' -10" ( 7<1') PrKQ,t
<br />6'- ~ ( Hi') Prt<ost
<br />]'- ~ ( 9<1') Prteost
<br />3'- < (11 r) PrK'lS'
<br />10'- ~ (1Z~) !'rfeo"
<br />11'- ,," (15~) Pr.eost
<br />12'- ff (1 U') Pr.(ost
<br />11'- .- (160") Pree'lst
<br />14'- ff (1~a") PrtN.t
<br />14'- tr (176") Prutrused
<br />15'- ." (18..) PrlSlruud
<br />11' - ." (20a") Prutrtssed
<br />1'3'- ,- (2'sr) Prtslrus,d
<br />
<br />1,875 L1a.
<br />1,360 lb.,
<br />1,7-43 lb..
<br />1,575 lb.,
<br />1,565 lb"
<br />1,SSO lb..
<br />1,025 Lb..
<br />122 Ua.
<br />800 lb..
<br />7~O lb"
<br />651 lb.,
<br />~a~ lb"
<br />561 lb,.
<br />510 Lbs,
<br />~87 lb,.
<br />239 lb,.
<br />
<br />6,403 lb"
<br />.,31 5 lb"
<br />.,615 lb"
<br />~.744 lb"
<br />3,1.60 l~.,
<br />2,~7 lbs.
<br />1.747 lbs.
<br />1,)l} lb..
<br />1.4a1 lbs.
<br />1,~' lla.
<br />1,018 lb.,
<br />909 lb..
<br />I,Hl lb..
<br />1,210 lb..
<br />911 lb..
<br />a 23 lla.
<br />
<br />· rut. .~nduf.!H by "" l:.d.~<l"'" r...'it>f L.b",~"'Y.
<br />'....c!\,.,g QI Q c:.m~a". b~1'tI "jilt on Ii' p.rt"'.'... beOr" - \)1'1' IS ~or in l~. lin'04, on. IS ~r in ih ~tQr". 8caH <0" leal. co~:!I.c!04 b'../l(f.... r, A~tc.ll, ',[,
<br />
<br />GFECP
<br />fLORIOA ENGINEERED CONSTRUCTION PRODUCTS CORP,
<br />EXECUTIVE OFFICE PHONE:(813)621-4641
<br />COUNTY ROAD 579, ONE MILE NORTH OF 1-4
<br />P,O, BOX 24567, TAMPA, FL ,3.3623-4567
<br />
<br />OWN BY: C.J,M,
<br />
<br />C~}\I{DNER
<br />MODEL:
<br />PASCO
<br />
<br />DATE: "/31/95
<br />CHK B~
<br />DATE: -r/J/t<.)v#
<br />
<br />r
<br />
<br />I~ESIDENCE
<br />
<br />CONTRACTOR: Bl\ Y VILLAGE BUILDEI~~
<br />
<br />-.~.~._..,_.........--......
<br />
|