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<br />
<br />TRUSS
<br />ANCHORAGE
<br />(SEE PLANS)
<br />
<br />8"
<br />
<br />n
<br />
<br />I
<br />1-
<br />
<br />
<br />1
<br />
<br />APPROVED MASONRY UNITS
<br />(TOP COURSE ONLY) (LINTEL BLOCK)
<br />WI #5 BAR(S) AS REQUIRED
<br />BY UPLIFT TABLE, CONTINUOUS
<br />AROUND PERIMETER WHERE TIE-BEA,M
<br />EXISTS. FILLED W/ CONCRETE.
<br />
<br />HIGH STRENGTH LINTELS BY
<br />CAST -CRETE. FILL ONLY IF
<br />LOAD EXCEEDS UNFILLED
<br />SAFE LOAD CAPACITY.
<br />
<br />(1) #5 r/) BAR IN FILLED CELL,
<br />CONTINUOUS FROM THE
<br />BEAM TO FOOTING,
<br />
<br />PRECAST CONC, SILLS
<br />BY CAST-CRETE.
<br />
<br />r- CONCRETE FOUNDATION
<br />(SEE PiNS)
<br />
<br />
<br />II': II'II~
<br />=11' I L- "=-' , 1- I
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<br />n~i",III~IIIT i~I'
<br />
<br />5122002
<br />
<br />TYPICAL
<br />
<br />SECTION
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<br />I 3'-4"
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<br />.
<br />
<br />3'-8"
<br />
<br />7' -0"
<br />
<br />2'-10"
<br />
<br />r LL liNTEL wi 1- 15 BAF
<br />1.1 1.1
<br />
<br />-250 11FT -. - .356 11FT
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<br />13'-10"
<br />
<br />Fill LiNTEl.v /1 - #5 BAR
<br />
<br />I.
<br />
<br />*909 #/FT
<br />
<br />. Indicates ibs per I,r,ear foot capacity req'Jired by
<br />precast lintel to support dead and live IO'Jds
<br />
<br />'t GC NOTE
<br />place filled cell under
<br />011 ']irder trusses
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<br />0250 11FT - - .956 11FT
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<br />ILL liNTEL Wll - 15 81 ~
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<br />7'-0"
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<br />13'-0"
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<br />*956 #/FT 1
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<br />*250 #/Ff,
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<br />8'~8"
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<br />~___~28
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<br />25'-4"
<br />
<br />63' - 4"
<br />
<br />13'-10"
<br />
<br />2'-10"
<br />
<br />7' -0"
<br />
<br />3'-8"
<br />
<br />FilL liNTEL NI1-#S BAR
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<br />
<br />fill LlNTELW/1-N5 BAA
<br />1.1 I · I
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<br />*909 ,# /FT
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<br />.'~56 lifT -- - 0250 lifT
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<br />.956 11FT -- - .;::50 11FT
<br />
<br />*956 #/n
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<br />F LL liNTEL N/1 --#5 GAl
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<br />I. I L-~-_
<br />19'-0"
<br />-----1
<br />
<br />-----7'
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<br />12'-8'
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<br />3' - 3"
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<br />ENGINEERED
<br />PRECAST PERIMETER
<br />BEAM SYSTEM
<br />
<br />'0
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<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 ceilinS-!2
<br />
<br />P.S.F.
<br />
<br />A. Item
<br />B. Item
<br />C. Item
<br />
<br />4 x item 3
<br />x item 3
<br />of 5 + 6
<br />
<br />406
<br />32
<br />2,t4
<br />
<br />Pitt
<br />P 1ft
<br />plft
<br />
<br />5 x item
<br />6 x 1.50
<br />7 x total
<br />
<br />REQUIRED UPLIFT LOAD (A + 8
<br />
<br />19,i P.L.F,
<br />
<br />C)
<br />
<br />tBased on 1993 revisions to section 1205 of the Standard Building Code,
<br />
<br />UPLIFT TABLE
<br />
<br />ALLOWABLE UNIFORM UPLIFT LOAD - POUNDS PER lIN. FT.
<br />
<br />
<br />12
<br />
<br />16
<br />
<br />18
<br />
<br />20
<br />
<br />8
<br />
<br />10
<br />
<br />14
<br />
<br />1 - 115
<br />GRADE 60
<br />
<br />1 - IS
<br />GRADE 40
<br />
<br />2 - #5
<br />GRADE 60
<br />
<br />2 - 115
<br />GRADE 40
<br />
<br />23.
<br />
<br />507
<br />
<br />370
<br />
<br />288
<br />
<br />197
<br />
<br />171
<br />
<br />759
<br />
<br />@
<br />
<br />271
<br />
<br />182
<br />
<br />156
<br />
<br />137
<br />
<br />5.9
<br />
<br />373
<br />
<br />1309
<br />864'
<br />959
<br />595"
<br />
<br />859
<br />703"
<br />635
<br />488 ..
<br />
<br />615
<br />596'
<br />459
<br />417 ..
<br />
<br />467
<br />
<br />372
<br />
<br />306
<br />
<br />259
<br />
<br />353
<br />
<br />284
<br />
<br />237
<br />
<br />203
<br />
<br />Load Table Is Based On The Following Provisions
<br />
<br />'jlO'JdS sho...n Include ..eight of filled Approved Mosonry Unit.
<br />2 rill Concrete ::: f'c ::: 2500 psi 0 28 doy.,
<br />3 Reinforcing Steel =: ASTM ,4615 - Grode 60 or 40 o. ind1coted,
<br />4 Reinforcing I' placed In the top of Appro'ted Mosonry Unit
<br />with 1 ~" cover. Bottom reinforcing don not increose uplift
<br />copocity b'lsed on single spon conditio" between tte down
<br />Dolnts,
<br />5) If Int.rpretallon of ACt Building Code ollow, \" GOVlr o\.r
<br />reinforcing rnsteod of 1';" the uplift 10<:1<:1, shown in the t<:lbl.
<br />con be Increosed 0' follows:
<br />0) Grode 60 Reinforcing
<br />1) Subtract 59 from tob:e volues on~ m",ltlply resulting
<br />lood by 1. 16.
<br />2) Then re-odd 59 to volue obt'lln.d from pr.vlous step
<br />for new ollowoble Liplift lood.
<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 />1.57
<br />
<br />161
<br />
<br />159
<br />
<br />115
<br />
<br />132
<br />
<br />b) Grode ~o Reinforcing
<br />1) Sam. as grod, 60 'llcepl multiply by 1.14.
<br />2) Some 'l' grode 60.
<br />No lncre'lse Is oppllcable for 't'lJun m'lrked with on · or ..,
<br />See provision 7.
<br />6) Spon is m''lsured in feet b.tween tt, d<lwn points consisting
<br />of 1 IS(minlmum) in filled vertIcal b!<xk cell. Reinforcing sholl
<br />be adequ-:.tely emtedded In footing ond sh<:lll h'7Ve <:I s!and'lrd 9(J
<br />hook ot mid-depth or higher In beam.
<br />7) In short spon condition. where spans occur each sid. of ., Ile do...n
<br />poln! the ollowoble uplift lo~d, are lImited by the load cop<:lclty
<br />of the tie down. Such loods ore indIcated with on 0 for grade 60
<br />r.lnforc1ng ond with 'l .. for grade 40 reInforcing,
<br />8) Allowable uniform uplift load may be mulflplled by 2.30 if ~ tle-
<br />be'lm <:Icls compositely with 'l filled lintel.
<br />
<br />t
<br />co
<br />I
<br />0Cl
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<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 1 FILLED!
<br />
<br />4'- IJ ( ~8") Precost
<br />4'- 6" ( 54") Precost
<br />5'- 4" ( 64") Precast
<br />5'-10" ( 71J) Precast
<br />6'- 6" ( 78") Precost
<br />]'- 6" ( 90") Precost
<br />9' - 4" (112") Precast
<br />10'- 6" (126") Precost
<br />11'- 4" (136") Precost
<br />12'- 0" (144") Precast
<br />13'- 4" (160") Precast
<br />14'- (j' (1&8") Precast
<br />14'- 8" (176") Prestressed
<br />IS'- 4" (184") Prestresud
<br />17'- 4" (208") Preslressed
<br />19'- 4" (232") Prestressed
<br />
<br />1,875 Lbs.
<br />1,860 lbs.
<br />1,743 lbs.
<br />1,575 lb,.
<br />1,565 Lb..
<br />1,550 lbs,
<br />1,025 Lbs,
<br />922 lb,.
<br />800 lbs,
<br />750 Lbs.
<br />651 lbs.
<br />585 Lbs.
<br />563 Lbs,
<br />510 Lb,.
<br />387 Lbs.
<br />289 Lbs.
<br />
<br />6,408 lbs,
<br />4,815 lbs.
<br />4,615 Lbs,
<br />3,744 lb,.
<br />.3.260 lbs.
<br />2,887 lbs,
<br />1,7 47 Lbs,
<br />1,333 lbs.
<br />1,483 Lbs.
<br />1.304 lbs.
<br />1,018 lbs.
<br />909 lb,.
<br />1,341 lbs.
<br />1,210 Lbs.
<br />911 Lb,.
<br />823 lb,.
<br />
<br />1 ro.t. oo""",,cl.d by an lndep.nd.nf reslln9 labo.-alo<)'.
<br />'.cI;n9 c' Q <omIX-InO boaTt with an tf p...lm.'or 1>00"' - on. i5 l>ar in lh nnlol, or,. '5 l>ar In t~,. ~..,m. SOlid OM 'u!o <ondu<:t~ by W....n.r r. Rooell, p.r.
<br />
<br />SILVER Ol\I(S VILLl\S 2
<br />MODEL:
<br />PASCO COUNTY
<br />
<br />~~~~~ 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 />DATE: 12-27-95
<br />CHI<' BY: ~/
<br />
<br />
<br />CONrRACTOR: BAY VILL1\GE BLDRS.
<br />
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