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<br />
<br />I
<br />
<br />TRUSS
<br />ANCHORAGE
<br />(SEE PLANS)
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<br />~,- - --;;~.--------------, ~'----------'---
<br />
<br />APPROVED MASONRY UNiTS
<br />(TOP COURSE ONLY) (LINTEL BLOCK)
<br />WI #5 BAR(S) .AS REOUIRED
<br />BY UPLIFT TABLE, CONTINUOUS
<br />AROUND PERIMETER WHERE TIE -BE/-\M
<br />EXISTS, FILLED WI CONCRETE
<br />
<br />HIGH S rRENGn~ LINTELS BY
<br />CAS T - CRETE F'ILL ON L ( !F
<br />LOAD EXCEEDS UNFILLED
<br />SAFE LOAD CAPACIN.
<br />
<br />(1) #r:, (/J BAR IN F:LLED
<br />CONTINUOUS FROM THE
<br />BEAM fO FOOTING
<br />
<br />CELL,
<br />
<br />PRECA.5T CONe. Slu.S
<br />BY CAST -CRETE.
<br />
<br />1- I.-=ONCRETE ~OUNDAnON
<br />! (SEE Pl{\NS)
<br />t !
<br />~------i
<br />TF: All II _3
<br />=11' L_ ~!-"'- I
<br />-- I ,-
<br />1':= --I'
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<br />~111"-III:'::j-;-I_111
<br />- - 1_1,_.
<br />I 1:=1 ! C'::I i 1==1 1:-
<br />
<br />TYPICAL SECTION
<br />
<br />
<br />fll
<br />I \.. ---
<br />L!~ e. ---
<br />
<br />#5 BAR(S) AS REOUIRED
<br />BY UPliFT TABLE, CONTINUOUS
<br />
<br />HIGH STRENGTH LINTELS BY CAST CRETE
<br />FILL TO FORM COMPOSITE BEAM
<br />
<br />(2) #5 BARS
<br />
<br />SECTION "A"
<br />
<br />(I) LOCATiONS iNDICATED ONLY)
<br />
<br />!
<br />
<br />5121L101
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<br />1 -
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<br />1 ::" 1 0" 7' - 0" I
<br />------- --- -----I-------~---'--.-f
<br />
<br />I I-II I -
<br />#/FT t * 250 # /FT.
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<br />~ Jr~~
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<br />
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<br />
<br />53' -- 8"
<br />
<br />11' -4"
<br />
<br />10'-0"
<br />
<br />9'-10"
<br />
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<br />I
<br />
<br />---7{--
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<br />
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<br />FILL LINTEL W/2-#5 BAR
<br />
<br />- I- I
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<br />
<br />I - I I
<br />8 # '~T
<br />+:7 4 ,/, I,
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<br />-
<br />*784 #/FT
<br />
<br />I-I
<br />*734
<br />
<br />(.A
<br />
<br />*250 #/FT.-...--d60 #/FT
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<br />
<br />BEARING WALL t
<br />
<br />* Indicates ibs per lir,eor fed capoc,ty required C:,V
<br />precast lintel to support ,jeod ''Jnd ii'ifE' loads
<br />
<br />=.J
<br />
<br />t G,( NOTE:
<br />ploc€ filled cell '.mde'"
<br />0" girder trusses
<br />
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<br />*250 #/FT --1-- -784 #/FT
<br />i
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<br />l'll 1'1 · ~i34 #/r'I"1 ; 784 # iFf ~~.54 #, F~
<br />
<br />FILL Ur-...;T5L W 1_#'"'; BAR .
<br />I l' I' I "
<br />~______~' - 2.._______~-) ~~~_J--.m--~-----12~-=- 2" --.----.~----;L--.-- __~i~ '~I_:_______ --J- _ __! _~- rJ"______L___ __ ,__
<br />
<br />
<br />
<br />L-. _ _.'__,._._. ___. ... . _.. .., .-_... _ __. ...... _.' _..._ __. .'_ ... .. . .__ ,._ k 3'.::. 8.... __. _ _... __ _ _ _. . _ _'._ ,__
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<br />
<br />-~,'--C"""""., '
<br />
<br />i WORKSHEET
<br />FOR CALqULA TING UPLIFT REQUIREMEN rs
<br />I CAST -CRETE
<br />
<br />PERIM~TER BEAM SYSTEM
<br />- I - -
<br />~
<br />
<br />I
<br />1, Wind Zo1e 100 MPH
<br />2. Height afove ground
<br />· 3. Wind loar pressure
<br />· 4, Shape fqctor 1.0
<br />5, One halfl of roof span 16,0
<br />6. Overhan~ ,66 feet
<br />O . ht f f d '1' 12 P S F
<br />7. eadwelg 0 roo an eel In~_ ' , ,
<br />!
<br />
<br />A, Item 5 x item 4 Ix item 3
<br />B. Item 6 x 1,50 x litem 3
<br />C, Item 7 x total ofl 5 + 6
<br />
<br />REQUIRED UPLIFT L04D (A + B - C)
<br />tBased on 1993 revisIons t~ section 1205 of the Standard Building Coda.
<br />l
<br />
<br />0-15 feet
<br />21.0 P,S,F.
<br />
<br />feet
<br />
<br />336
<br />21
<br />200
<br />
<br />Pitt
<br />P 1ft
<br />P 1ft
<br />
<br />157 P.L.F.
<br />
<br />UPLIFT TABLE
<br />
<br />~-~r--r
<br />I I
<br />I '
<br />I
<br />I
<br />I
<br />I
<br />
<br />1--'
<br />~,tt-OQ~'Ml
<br />srACa.G
<br />REiHf '
<br />
<br />14
<br />
<br />ALLOWABL~ UNIF'ORM UPUFT LOAD -
<br />
<br />POUNDS PER UN. FT,
<br />
<br />16
<br />
<br />18
<br />
<br />20
<br />
<br />12
<br />
<br />8
<br />
<br />10
<br />
<br />1 - 115
<br />GRACE 60
<br />
<br />1 - 115
<br />GRACE 40
<br />--
<br />2 - #5
<br />GRADE 60
<br />
<br />2 - IS
<br />GRADE 40
<br />
<br />::510
<br />
<br />197
<br />
<br />171
<br />
<br />288
<br />
<br />234
<br />
<br />@
<br />
<br />759
<br />
<br />507
<br />
<br />i
<br />').77
<br />
<br />549
<br />
<br />373
<br />
<br />219
<br />
<br />156
<br />
<br />137
<br />
<br />1309
<br />864'
<br />959
<br />5')5 -
<br />
<br />859
<br />703'
<br />635
<br />488-
<br />
<br />~15
<br />-596'
<br />i
<br />
<br />467
<br />
<br />372
<br />
<br />306
<br />
<br />259
<br />
<br />,459
<br />:417-
<br />
<br />353
<br />
<br />284
<br />
<br />237
<br />
<br />203
<br />
<br />o
<br />I
<br />
<br />Load T a blel Is Based On The Following Provisions
<br />
<br />.
<br />(0
<br />
<br />'jlO'JdS snown include w.lgnt of filled Appro,~ I.losonry Unit,
<br />2 riil Concrete = t.c = 2500 psI @ 28 days. !
<br />3 Reinforcln9 St..1 = ASTl.l A615 - Grad_ 60 pr 40 os indlcot_d.
<br />4 Reinforcing Is pl-:lced 'n the 'top of Approved: t.losonry Unit
<br />",ith 1.~" cover, Bottom reinforcing dou no; increase uplift
<br />copocity bQsed on sIngle span condition betr"n tie down
<br />pOints. i
<br />5) If interpretation of ACI Building COOe allows ! \" cover o\er
<br />reInforcing instead of 1'1" Ihe uplift loods :sno'Nn in tne toble
<br />con be increose<i os follows: ;
<br />0) Grode 60 Reinforcln~ !
<br />1) Subtroct 59 from tob'e volues and n-Nltiply rU'..llting
<br />load by 1. 16. i
<br />2) Then re-odd 5') to volue oblolned fr~m previOUS step
<br />for nelf allowoble vplift load.
<br />
<br />b) Grode 41) R.inforcing
<br />1) Some os grode 60 exupl multlply by 1,14.
<br />2) Some os grade 60.
<br />No incrtose 1s opplicobie for ~a'uts marked with on · or ..,
<br />See provision 7.
<br />6) Span is m.':JSured In fe.t between tie down points conslslln~
<br />of 1 #5(minimum) In fill.d verticol block cell, Reinforclng sholl
<br />be odequo!_ly embedded in footing ond sholl hQ~e 0 standard 90'
<br />hock ot mj'J-depth or nigh.r In beom.
<br />7) In snort 'pon conditions wnere 'pons occur eocn side of 0 tI. down
<br />point the ollolfable uplift 1004. or_ Ilmlt~ by the 10Qd copocity
<br />of the II. dONn, Such loads or. Indlcaled 'Nith on · for grade 60
<br />reinforcing ond wiln 0 .. for grade 40 relnforcln'll.
<br />8) Allowable uniform uplitt load moy be multlplled by 2.30 if ~ Ite-
<br />beam oct. composilely with 0 fille<i lintel.
<br />
<br />bl
<br />,I I
<br />
<br />~I
<br />I
<br />I
<br />
<br />I
<br />
<br />SAFE LO~D TABLE FOR CAST-CRETE
<br />I HIGH-STRENGTH
<br />PRECASTI & PRESTRESSED U LINTELS
<br />i
<br />
<br />,---
<br />
<br />-
<br />~
<br />
<br />~----:::::~:.~-:--
<br />
<br />24
<br />
<br />28
<br />
<br />32
<br />
<br />137
<br />
<br />116
<br />
<br />103
<br />
<br />114
<br />
<br />99
<br />
<br />90
<br />
<br />198
<br />
<br />161
<br />
<br />157
<br />
<br />159
<br />
<br />132
<br />
<br />115
<br />
<br />LENGTH
<br />
<br />SAFE LOAD -- POUNDS PER LINEAR FOOT
<br />UNFILLED 1 FILLED2
<br />
<br />4'- 0" ( 4~) Precast
<br />4'- 6" ( 54") Precast
<br />5'- 4" ( 64") Precast
<br />5'-10" ( 70") Precost
<br />6'- 6" ( 7S") Prec-:lst
<br />r-
<br />7'- 6" ( 90") Precast i
<br />I-=-' 9'- 4" (112") Precast _+-__
<br />'I 10'- o' (126") Prec-:lst !
<br />L 11'- 4" (136") Precos! I
<br />~ 12'- (1' (144") Precast tt=~
<br />
<br />. :~:= ~~ :::~; ::::::: --k
<br />
<br />14'- ~' (176') prestressed+-
<br />
<br />~--- ~~: = ::: g~;~ ~ :~:::~::::~ -rr-
<br />~ 19'- 4" - (2J2") Prestressed ; I
<br />L-....-..:. I '
<br />'T.&ta cooducl*d by on indltFrend..,,, "..tlng loborotpry.
<br />2Atl:ng 01 0 to'tlp<-all. beom with on rr perlmelO<'I beo", - ono #5 bar In tI',. lIof.l, on. #5 bar In !h. bt<lm. Baud on ~..fl co"du<:tad by WO<'OIf r. RCIt~. PE.
<br />l
<br />
<br />.
<br />(.0
<br />
<br />1,875 Lbs.
<br />1,860 Lbs.
<br />1,7 43 Lbs.
<br />1,575 Lbs.
<br />1 ,565 Lbs.
<br />, ,550 lbs,
<br />, ,025 Lb..
<br />922 lbs,
<br />800 lbs.
<br />750 lbs,
<br />651 Lbs.
<br />585 lbs,
<br />563 lbs,
<br />51 0 lbs.
<br />387 lbs,
<br />289 lbs.
<br />
<br />1
<br />F
<br />
<br />-t-
<br />I
<br />r
<br />I
<br />
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<br />
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<br />...~
<br />
<br />&FECP
<br />FLORIDA 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 33623-4567
<br />
<br />I
<br />
<br />OWN ~Y: T.M.
<br />
<br />,
<br />
<br />OATE:112-21-95
<br />
<br />srr. rrfI 0 Wll\S (REV)
<br />MODEL:
<br />PASCO
<br />
<br />CHK~
<br />OATE:(rjr1/tr
<br />
<br />6,408 Lbs,
<br />4.815 lbs.
<br />.,615 Lbs.
<br />3,744 Lbs,
<br />5,260 lbs,
<br />2.M7 Lbs,
<br />1,747 Lbs,
<br />1,333 lbs,
<br />1,483 lbs.
<br />1,304 lbs,
<br />1.018 Lbs,
<br />909 Lbs.
<br />1,341 Lbs.
<br />1,210 Lbs.
<br />911 Lbs,
<br />8B Lbs,
<br />
<br />--
<br />
<br />--
<br />
<br />ENGINEERED
<br />PRECAST PERIMETER
<br />BEAM SYSTEM
<br />
<br />>
<br />/ .},
<br />
<br />CONTRACTOR: Bl\ Y VILT.
<br />
<br />
<br />:: ...5'
<br />
<br />'Y>
<br />
<br />BLDRS
<br />
<br />,.,;C
<br />
<br />~-
<br />
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