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<br />TRUSS
<br />ANCHORAGE
<br />(SEE PLANS)
<br />
<br />m
<br />m
<br />[:
<br />
<br />63'-4"
<br />
<br />3'-8"
<br />
<br />7' -0"
<br />
<br />2'-10"
<br />
<br />13'-10"
<br />
<br />4' - 4" 4' - 4" 1 3' - 1 0"
<br />
<br />2'-10"
<br />
<br />7'-0"
<br />
<br />3'-8"
<br />
<br />APPROVED MASONRY UNITS
<br />(TOP COURSE ONLY) (LINTEL BLOCK)
<br />wi #5 BAR(S) AS REQUIRED
<br />BY UPLlFf TABLE, CONTINUOUS
<br />AROUND PERIMETER WHERE TIE-BEAM
<br />EXISTS, FILLED wi CONCRETE.
<br />
<br /> --r -- - r ~~-- ---- f T
<br /> I
<br /> ~r
<br /> - ::-=
<br /> ,
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<br /> "0
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<br /> , ,'0
<br /> !
<br /> ,
<br /> !
<br /> r LL UNTELN /1 - #5 BAF FilL LINTEl W/l-#5 BAR I Fill liNTEL N/1-#5 BAR I ILL liNTEL '1'1/1-#5 8)R
<br /> 0 10' '01 10 '01 0 1-' 10 101 I 01 0
<br /> .909 #/FT. .909 #/FT
<br /> -250 11FT -- ~-956 I/FT ")56 11FT' - - .250 11FT
<br /> 41: 'It.
<br /> ro ro
<br /> Ii) Ii)
<br /> :; 7.'0 :;
<br /> I
<br /> b ~
<br /> I ~
<br /> ~
<br /> ~
<br /> I-
<br /> ~
<br /> 0 -
<br /> . Indicates Ibs. per linear foot capacity required by
<br /> precast lintel to support dead and live loads (.Jl
<br /> I
<br /> -
<br />10 oc, ~
<br />I I t G,c. NOTE:
<br />Co 0
<br />1"1 ~ ploce fdled cell under
<br /> all girder trusses
<br /> I-
<br /> 0
<br /> I-
<br /> -
<br /> 0 0
<br /> -
<br /> 0>
<br /> I
<br /> .-
<br /> -
<br /> 0
<br /> 0
<br /> I
<br /> ~
<br /> ~ ..110 ,...
<br /> ro ':C
<br /> Ii) Ii)
<br /> ; IL :;
<br /> I-
<br /> 0250 I/FT, -- -.956 11FT 0 '956 I;FT-- -.250 11FT
<br /> I-
<br /> *956 #/FT
<br /> J. *956 # 1FT,
<br /> 0 '0' , 0 I - 0 101 I-I 0
<br /> I ILL LINTEL W/l -IS 8) ~ F LL LINTEL N/l-15 BAF
<br /> t
<br /> Ol
<br /> I
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<br /> 0
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<br /> f-;
<br /> l-
<br />t
<br />0
<br />,
<br />(:) -fI B. 8 11--
<br />N
<br /> - 1-;-
<br /> -. -LJ I- Lj-
<br /> (y,
<br /> ,
<br /> ,-
<br /> '"", ~
<br /> I I
<br /> a, I
<br /> I I
<br /> I
<br /> .250 #/FT. *250 #/FT
<br /> I
<br /> - I , . I I - I
<br /> , --r--
<br /> I
<br /> ------L-------- I
<br /> 3'-4" 7'-0" -L 8'-8" L 12'-8" 12'-8" 8'-8" 7'-0" 1 3'-4"
<br /> - __~_ 0-_- __. --~ ~---+-
<br /> 19'-c)" 25'-4" 19'-0"
<br /> -----_._~~_.~ ~-~- ---~---~._---~ ---,~-- ,--~~- - -- - =r
<br /> 63' -.4"
<br /> ------~--~-~'-'-'~~_.~---'--,~-~----,---,- ----'-_. ,,-- -- --+ -- -~------,--~~-
<br />
<br />HIGH STRENGTH LINTELS 8Y
<br />CAST -CRETE. FILL ONLY IF
<br />LOAD EXCEEDS UNFILLED
<br />SAFE LOAD CAPACITY.
<br />
<br />(1) #5 </; BAR IN FILLED CELL,
<br />CONTINUOUS FROM THE
<br />BEAM TO FOOTING.
<br />
<br />PRECAST CONC, SILLS
<br />8Y CAST -CRETE.
<br />
<br />bJ
<br />I
<br />Co
<br />'"
<br />
<br />,- CONCRETE FOUNDATION
<br />! (SEE PLANS)
<br />
<br />I
<br />"III ~- I~ III :U
<br />11= ==1'
<br />ITIII~~IIIIIT fU1'
<br />
<br />TYPICAL SECTION
<br />
<br />5122002
<br />
<br />'i"
<br />,<
<br />..
<br />
<br />/,',-.:.--~:
<br />
<br />~--
<br />
<br />WORKSHEET
<br />FOR CALCULATING UPLIFT REQUIREMENTS
<br />CAST -CRETE
<br />
<br />PERIMETER BEAM SYSTEM
<br />
<br />1. Wind Zone 100 MPH
<br />2. Height above ground 0-15 feet
<br />*,3. Wind load pressure 21.0 P .S,F.
<br />*4. Shape factor 1.0
<br />5. One half of roof span 19.33 feet
<br />6. Overhang 1.0 feet
<br />7. Deadweight of roof and ceiling 12
<br />
<br />P.S.F.
<br />
<br />A. Item
<br />8. Item
<br />C. Item
<br />
<br />4 x' item 3
<br />x item 3
<br />of 5 + 6
<br />
<br />,106
<br />:32
<br />2,1-4
<br />
<br />Plft
<br />P 1ft
<br />pitt
<br />
<br />5 x item
<br />6 x 1 .50
<br />7 x total
<br />
<br />REQUIRED UPLIFT LOAD (A + 8
<br />
<br />C)
<br />
<br />194 P.L.F.
<br />
<br />tBased on 1993 revIsions to section 1205 of the Standard Building Code.
<br />
<br />r--
<br /> UPLIFT TABLE
<br /> -~~-'---~--~-~~--~'-- -
<br /> ALLOWABLE UNIFORM UPLIFT LOAD - POUNDS PER UN, FT.
<br /> -- ----~- '-.,-
<br /> S 10 12 14 16 18 20 24 28 32
<br /> I!tlNf.
<br />"0 ----~---
<br />1 - #5
<br />I 759 507 370 288 23. 197 171 137 11 & 103
<br />~ GRADE 60
<br />~ -- ---
<br /> I - #5 549 373 277 @ 182 156 137 114 99 90
<br /> GRADE 40
<br /> ~'--_._---
<br /> 2 - #5 1309 859 615
<br /> 467 372 306 259 198 161 137
<br /> GRADE 60 864' 703' 596'
<br /> --~~
<br /> 2 - 1/5 959 635 459
<br /> GRADE 40 595M 488M 417M 35.3 284 237 203 1~9 132 11~
<br /> -'--,~
<br /> Load Table Is Based On The Following Provisions
<br />
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<br />'Xl
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<br />I
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<br />~0
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<br />N
<br />
<br />'--t
<br />,
<br />,
<br />
<br />a,
<br />
<br />ENGINEERED
<br />PRECAST PERIMETER
<br />BEAM SYSTEM
<br />
<br />-
<br />
<br />__J-- "'-~,--,;_".,,~
<br />
<br />
<br />I jlOOdS shown Includ. ....19ht of filled Approved !.fosonry Unit,
<br />2 rill Concr.t. = I'e == 2500 psi 0 28 days,
<br />3 R.inforclng St..1 : ASTIoA A615 - Grad. 60 or 40 os Indlcot.d.
<br />4 R.inforclng Is ploc.d in the top of Appro....d t.fosonry Unit
<br />with 1 Ji. cover, Bottom r.inforcing den not incr.ase uplift
<br />copacity bosed on singl. span condition b.tw..n tl. down
<br />Doinh,
<br />5) If interpr.tatlon of ACI Building Cod. allows \" co....r o....r
<br />r.inforcing lnst.ad of 1 Jt" the uplift loads sho'...n in the toble
<br />con b. Incr.as.d os follows:
<br />0) Grad. 60 R.lnforclng
<br />1) Subtroel 59 from tab:. values ond m"ltlpfy resulting
<br />lood by 1. t 6.
<br />2) Th.n r.-odd 59 to valu. obtained from pr.vlous step
<br />for new allowobl. uplift load.
<br />
<br />b) Grod. 40 R.inforclng
<br />1) Sam. 'ls grad. 60 except multIply by 1.14.
<br />2) S'lm. os gr'ld. 60.
<br />No incr.ose is oppllcabl. for values marked with on 0 or ..,
<br />See provisIon 7.
<br />6) Sp'ln is m''lsur.d in fut b.tween tl. do....n points consisting
<br />of 1 15(mlnimum) in f,lIed vertIcal block c.lI. R.inforcing sholl
<br />b. od.quot.ly .mb.dd.d in footing and sh'llI h.,v. ., stond'lrd 9(J
<br />hook ot mld-d.pth or higher In beam.
<br />7) In short spon conditions wh.r. spons occur e'lct! sid. of '.:I fl. do...n
<br />point the allowabl. uplift lo~ds or. Ilmltt<l by the lood capocity
<br />of the 11. do....n. Such loods or. Indlcot.d wilh on 0 for grad. 60
<br />r.Inforclng and wilh 0 .. for grad. 4-0 r.lnforcing.
<br />8) Allowobl. uniform uplift lood moy b. multlpll.d by 2.30 if ~ tl.-
<br />beom octs compositely with 0 filled Iint.l.
<br />
<br />10
<br />I
<br />JJ
<br />'"
<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' FILLEDz
<br />1,875 Lbs.
<br />1 ,860 Lbs,
<br />1,743 Lbs.
<br />1.575 Lbs.
<br />1.565 Lbs.
<br />1,550 Lbs.
<br />1.025 Lbs,
<br />922 lbs.
<br />800 lbs,
<br />750 lbs.
<br />651 Lb,.
<br />585 Lbs.
<br />563 Lb,.
<br />~10 lbs.
<br />~87 Lbs.
<br />289 Lbs.
<br />
<br />4'- (f ( 4~) Pre~ast
<br />4'- 6" ( 54") Pr.cast
<br />5'- 4" ( 64") Pr.cast
<br />5' -1 (f ( 7(f) Pr.c':at
<br />6'- 6" ( Un Pr.cast
<br />7'- 6" ( 9(f) Precast
<br />9'- 4" (112") Precost
<br />10'- 6" (126") Precost
<br />11 '- 4" (136") Precast
<br />12'- (f (144") Precast
<br />13'- 4" (160") Pretast
<br />14'- if (168") Precast
<br />14'- ~ (176") Prestress.d
<br />15'- 4" (184") Prestressed
<br />17' - 4" (20~) Prestress.d
<br />19'- 4" (232") Prestressed
<br />
<br />6,408 Lbs.
<br />4,815 Lbs.
<br />4,615 Lbs.
<br />3,744 Lb..
<br />3.260 lbs.
<br />2.887 Lb,.
<br />1,747 Lbs.
<br />---,--
<br />1,333 lbs.
<br />1,483 Lbs.
<br />1,304 Lbs.
<br />~--,------------'-
<br />1.018 Lbs.
<br />909 Lbs.
<br />1,341 Lbs.
<br />1,210 lbs.
<br />91' Lbs.
<br />823 Lbs.
<br />
<br />'T..ls co"'tduc,.d ~., an in<:ep.ndent Te.tln-g laboro1ot).
<br />".tl:ng QI Q <om~llIo blom with on tf' p...lmolor ~"m - ono ,5 bor in I". Rnlol, (>1',0 '5 bQl' In tl'.1 boom. Il<l..<l "" 'U!I oon""o't<! by W...c,.,. r, ROlo~. Pt.
<br />
<br />6FECP _
<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 />OWN BY: T.M.
<br />
<br />SILVER 01\I(S VILLl-\S 2
<br />MODEL:
<br />PASCO COUNTY
<br />
<br />DATE: 12-27-95
<br />
<br />
<br />CONrRACTOR: B1-\ Y VILLl\GE BLDRS 0
<br />
<br />......
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