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<br />~/
<br />V
<br />~~I
<br />/1 (V -'- _ APPROVED MASONRY UNITS
<br />! V- (TOP COURSE ONLY) (LINTEL BLOCK)
<br />, I wi #5 BAR(S) AS REQUIRED
<br />q~~. BY UPLIFT TABLE, CONTINUOUS
<br />AROUND PERIMETER WHERE TIE-BEAM
<br />I EXISTS, FILLED wi CONCRETE.
<br />I
<br />I
<br />'1
<br />I
<br />I
<br />I
<br />1
<br />I
<br />I
<br />I
<br />I
<br />
<br />TRUSS
<br />ANCHORAGE
<br />(SEE PLANS)
<br />
<br />HIGH STRENGTH LINTELS BY
<br />CAST-CRETE. FILL ONLY IF
<br />LOAD EXCEEDS UNFILLED
<br />SAFE LOAD CAPACITY.
<br />
<br />I
<br />I
<br />I
<br />I
<br />
<br />(1) #5 1; BAR IN FILLED CELL,
<br />CONTINUOUS FROM THE
<br />BEAM TO FOOTING.
<br />
<br />PRECAST CONC. SILLS
<br />BY CAST -CRETE.
<br />
<br />1/
<br />, [-l~
<br />\
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<br />~ ~ IW~
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<br />ITIIIJII~lllr rW
<br />
<br />- CONCRETE FOUNDATION
<br />(SEE PL\NS)
<br />
<br />TYPICAL SECTION
<br />
<br />#5 BAR(S) AS REQUIRED
<br />[L ~ BY UPLIFT TABLE, CONTINUOUS
<br />'. J.r--~ HIGH STRENGTH LINTELS BY CAST
<br />FILL TO FORM COMPOSITE BEAM
<br />
<br />CRETE
<br />
<br />SECTION "A"
<br />
<br />(0 LOCATIONS INDICATED ONLY)
<br />
<br />\
<br />
<br />/
<br />A
<br />/1
<br />/
<br />/f
<br />/
<br />
<br />#5 BAR(S) AS REQUIRED BY UPLIFT TABLE \ I
<br />I I' I
<br />(~I I /
<br />J I I I /
<br />1/
<br />I /
<br />~I /
<br />
<br />II r I~ 1/ POURED CELL W/1 #5 BAR
<br />CONTINUOUS FROM BEAM
<br />/ TO FOOTING
<br />
<br />I
<br />~
<br />
<br />I
<br />
<br />I
<br />
<br />, I
<br />I
<br />
<br />I
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<br />I
<br />
<br />r
<br />
<br />STEP DOWN TIE BEAM DETAIL
<br />
<br />(SEE FLOOR PlAN FOR STEP DOWN DETAIL lOCAOONS)
<br />'PU.CE YERTJCAlS PER TYPICAl STEP DOWN DETAIL
<br />
<br />5090601
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<br />3'-4"
<br />
<br />10'-2"
<br />
<br />E~,j>~/ ;.:;';'?C~ ,c.'i)"';' '1_
<br />*250 #/FT.
<br />
<br />*250 #/FT.
<br />I-li-. '-','C ". .. I-I
<br />
<br />A
<br />
<br />7'~0"
<br />1 4' -0"
<br />
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<br />7' - 2"
<br />
<br />43' - 4-"
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<br />10'-0"
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<br />7'-2"
<br />
<br />r
<br />
<br />8' -10"
<br />
<br />t G.C. NOTE:
<br />place filled cell under
<br />all girder trusses
<br />
<br />I- r ,:" c, "_ ',' ~":/ \; ,,2{,~:.,: ;:,' ,-~ t -I
<br />*250 #/FT.
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<br />3'-6"
<br />
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<br />~ :250 #/FT.
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<br />5'-10"
<br />
<br />-4.3'-4"
<br />
<br />I - t"..' , ).(:,.;, ,.,' ,
<br />*250 #/FT.
<br />
<br />* IndicGtes Ibs. per linear foot capGcity required by
<br />precast lintel to support dead and live toads.
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<br />BEARING WALL
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<br />*250
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<br />
<br />16'-8"
<br />20'-0" .
<br />
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<br />
<br />ENGINEERED
<br />PRECAST PERIMETER
<br />BEAM SYSTEM
<br />
<br />.;.',:~~,..~j;~'~;;;;;;bi"1tH(;1(;~~-:;]~~'." .. ....;-~,;~ ~"~ ,i.",.. /;~4:t-;i~~{~lJft~ ~~
<br />, '.. } .! '-, ~,~. ' >.....':: \ ,".., . " ':. .;<'.!', ,. " ~~~,:l:,'5 tt-.'~.(~-~~;~~~~~~1'0'~~~_ '.__ ~:~~)',\~:4.~.,:-:~ -t.. . ";1'. ~:-~i;t'.r~-:j.l..~i!r..=tt ~. ',.~~~~
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<br />J_ ",- "~'';:'z:-,..r--'- \:~[)';' '. '.,:"" ~
<br />
<br />WO~KSHEEt ,
<br />FOR CALCULATING UPLIFT 'REQUIREMENTS
<br />CAST~CRETE
<br />
<br />PERIMETER BEAM SYSTEM
<br />
<br />-
<br />
<br />1. Wind Zone 100 MPH
<br />2. HeIght above ground O~H) feef
<br />.3. WInd load pressure 21 P.S,j:.
<br />.4. Shope foetor , 1.0. . ."
<br />5. One half. of roof spon2L6"1 feet
<br />6, Overhang 1.0 feet '
<br />7. Oeodwelght of, roof and ceiling 12
<br />
<br />p.$,r,
<br />
<br />A. Item
<br />B. Item
<br />C. Item
<br />
<br />455
<br />32
<br />272
<br />
<br />P/ft
<br />Pitt
<br />Pitt
<br />
<br />5 x item 4 x item 3
<br />6 x 1.50 x item 3
<br />7 x total of 5 + 6
<br />
<br />REQUIRED UPLIfT LOAD (A + B - C) 215 P.L.I-"',
<br />tBosed on 1993 revisions to section 1205 of theStandord Bulldln9 Code.
<br />
<br />UPLIFT TABLE
<br />
<br />.
<br />ALLOWABLE Ut~lrORlttUPUFT LOAD - POUNDS PER UN. ft,
<br />
<br />~1~=
<br />RtiHF. ~
<br />1 - #5
<br />GRADE 60
<br />
<br />1 - 15
<br />GRADE 40
<br />2 - #5
<br />GlUDE 60
<br />2 - 15
<br />GlUDE 40
<br />
<br />1&
<br />
<br />8
<br />
<br />1()
<br />
<br />t2
<br />
<br />14
<br />
<br />18
<br />
<br />20
<br />
<br />24
<br />
<br />28
<br />
<br />32
<br />
<br />19'
<br />
<br />759
<br />
<br />370
<br />
<br />2&3
<br />
<br />23.
<br />
<br />137
<br />
<br />5(}7
<br />
<br />171
<br />
<br />11&
<br />
<br />103
<br />
<br />@
<br />
<br />373
<br />
<br />859
<br />70'-
<br />&35
<br />488-
<br />
<br />la2
<br />
<br />549
<br />
<br />,1m
<br />8~'.
<br />959
<br />595-
<br />
<br />277
<br />
<br />15&
<br />
<br />137 ,
<br />
<br />99
<br />
<br />90
<br />
<br />It..
<br />
<br />&15
<br />596.
<br />.459
<br />41'-
<br />
<br />37.2
<br />
<br />467
<br />
<br />259
<br />
<br />306
<br />
<br />198
<br />
<br />161
<br />
<br />137
<br />
<br />,203 '
<br />
<br />353
<br />
<br />, 28.
<br />
<br />132
<br />
<br />I"
<br />
<br />237
<br />
<br />,159
<br />
<br />Load Table Is Based On The f' ollo'wing Provisions
<br />
<br />'jlO<ldl &hown In<:lud. ....I~ht of fiHt'J .lpprovt'J I4<Jlonry Unit.
<br />2 nll Conerel. ~ t'o '" 2500 psi 0 28 dQ~.
<br />3 R.infOf"clng SI.., . ASN A615 - Grod. &0 or 40 .0' Indleof.d.
<br />. RtinfOf"cln"g II ploeed In 11'1. fop of Approved lIasot'lty Unit
<br />with 1.% cover. Bottom reinforcing dou not lncrNIt IJpllft
<br />co~c(ty b<lst4 on Ilngl. span condition b.hw:..n tI, dowi'l
<br />polnl"
<br />5) If lnltrpr.tQtlon of ACI eui~ln') Cod. aUo.., \. cov.r over
<br />. reinforcing (nsfNd of 1 -\" th, uplift IO<I<J, shown in the lobi. '
<br />con b. Incr.ost4 01 folio....: .
<br />0) Grod. 60 Relnfordng
<br />I) Subfrad 59 from tobl. vQlun and multiply rnultlng
<br />load by 1.16. '
<br />2) Then r.-add 59 10 valu. oblalnt'J from pr.vlou, st.p'
<br />for n.w allowQbl. uplift l<XId.
<br />
<br />b) Grod. 40 R.lnforcln9
<br />I) ~. A. grad. 60 uup' mulllply by 1.14.
<br />2) Sam. os grad. 6o.
<br />,No Io(rl<l$' I' oppllcobl. fo.- va/uti morkt4 with on e or ...
<br />S.. provisIon 1.
<br />6) Spon Is mtosurt4 In fftt b.fw.." tl. down poInt. con listing
<br />of 1 l5(mlnlm\im) In lillt4 ...trtlc<Jl bl~k ctlt.R.lnforclt'lg sh<lll
<br />b. a<S.quQI.ly .mb.dd.d In f,)Otlng and IhQlI hqy. ., "ondQrd 90'
<br />. 1'Iook 01 mld-d.pth or hl~htr In b.am.
<br />7), In .hort .~,; conditk>n. wh.rt.~nl ooour eoch .Id. of a tI. down
<br />poTnt the allowobl. uplift 1<XI<l. art. 1I/l'111t<t by the load oopocity
<br />of fh. tI. <lown. Sueh load, art IndlcQl.d with on e fot geode 60
<br />. r./nforctng and with Q .. for ~rQd. 40 r.tnfoN:ln~.
<br />8) A1lowobl. uniform uplift load lMy b. m\.llttplTed by 2.30 if ~ tl.-
<br />b~m aeft compositely with a flllt<t Ilnlel.
<br />
<br />SAFE LOAD TABLE fOR CAST-CRETE
<br />HIGH-STRENGTH
<br />PRECAST & PRESTRESSED U LINTELS
<br />
<br />SAFE LOAD .... POUNDS PER LINEAR fOOT
<br />UNFILLED' FILLEOJ
<br />"- (j' ( "8") Pr.cost1,875 lb,. 6,408 lb..
<br />4' - S- ( S4") Prtcost 1.a60 . Lb.._., ....8 t, lb...
<br />5'- ." ( 5..) Precast t,743 lb.. .,&15 lb,.
<br />5'-I(j' ( ](1') Precost 1,575 lb,. 3,144 lb..
<br />6'- ~ ( 78") Preco.t 1,5~ lb,. 3.260 lb..
<br />7'- e" ( 90") Prtcast 1.~ lb,. 2,887 lb..
<br />9'- .- (112") Pr.cost 1,025 ~b'. 1,147 lb..
<br />10' - ~ (12~) Preeost 922 lb,. 1.~33 lb,.
<br />t 1 . - .- (13~) Precast 800 lb,~ 1.433 lb..
<br />12'- (j' (144-) Precast 750 Lb.. 1',304 lb..
<br />13'- '" (t6O") Prtco.t 651 lb,. I,Ot8 lb,.
<br />14'- 0" (1&3") Precast M5 lb.. 90i lb..
<br />14'- 8" (t 7~) PresfresSed 563 lb,. 1,34 t lb..
<br />1~'- .- (18.") Prestressed 510 lb" 1.21Q lb..
<br />17'- ,; (208") Prtsfresst<J ,387 lb,. gO Lb..
<br />19'- 4- (232") Preslr.ssed 289 lb" 823 lb..
<br />'T.... collducled b1 Oil ln4ep.nd.nt T...~ lobotolory. _, - ' -
<br />'"dint ot 0 compo"!' btOn'l wIfIl Oil ~ perlm.!... ham - on. _ IS bot III ltl. llnIoI; on. '5 !>or 1ft 1tI. beqm, 80"4 OIl, t..,. cOl\II~!ed 1>1 WtrT.... r. kKl\, P.L
<br />
<br />LENGTH
<br />
<br />A ~~sro CONSTRUCTION PROOUCTS CORP.
<br />
<br />EXECUTIVE OFFICE PHONE:(813)621-4641
<br />COUNTY ROAD 579, ONE MILE NORTH OF 1-4
<br />P,O, BOX 24567, TAMPA, FL 33623-4567
<br />
<br />OWN BY: J,G~
<br />
<br />DATE: 9/11/96
<br />,
<br />
<br />CHK BY:
<br />
<br />DATE:
<br />
<br />CONTRACTOR:' B 1-\ Y V I LL.6:\ G E' B LD RS .
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