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<br />
<br />TRUSS
<br />ANCHORAGE
<br />(SEE PLANS)
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<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-BEAM
<br />EXISTS, FILLED WI CONCRETE.
<br />
<br />HIGH STRENGTH LINTELS BY
<br />CAST -CRETE. FILL ONLY IF
<br />LOAD EXCEEDS UNFILLED
<br />SAFE LOAD CAPACIN.
<br />
<br />(1) #5 q; 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 />I (SEE PLANS)
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<br />TYPICAL SECTION
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<br />C,FECP
<br />FLORIDA ENGINEERED CONSTRUCTION PRODUCTS CORP,
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<br />EXECUTIVE Of-"FICE PHONE:(81.3)621-4641 :-~1r.,9Y:~;?!
<br />'~CUNr( PO.\D 579, ONE MILE NOPTH I)~- ! < ~. ~, '.0" '-i
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<br />63'-4"
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<br /> 3' -8" 7' -0" 2'-10" 13'-10" 4'-4" 4'-4" 13'-10" 2'-10" 7' -0" 3'-8"
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<br /> FILL liNTEL BAR FILL LiNTEL W/'-#5 SrR
<br /> 0 10\ \0\ I 0\ \01 0 10\ I' 10/ I 101 0
<br /> *909 #/FT *909 ,#/FT I
<br /> '250 11FT -- -.956 I/FT .J56 11FT - ~- .250 11FT
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<br /> . Indlcate5 ibs per linear foot copacity required by
<br /> precost lintel to support dead and live loods. Ol
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<br /> place filled cell under
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<br />I ILL LINTEL W/1 -15 [3;\R F LL LINTEL N/l -/5 SAi
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<br /> 19'-0" :2 5' - 4" I 19'-0"
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<br />ENGINEERED
<br />PRECAST PERIMETER
<br />BEA.M SYSTEM
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<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 P.S.F.
<br />A. Item 5 x item 4 x item .3 '106_p 1ft
<br />B. Item 6 x 1.50 x item .3 32 P 1ft
<br />C. Item 7 x total of 5 + 6 24,1- pitt
<br />
<br />REQUIRED UPLIFT LOAD (A + B
<br />
<br />194 P.L.F.
<br />
<br />C)
<br />
<br />'Based on 1993 revisIons to section 1205 of the Standard Building Code.
<br />
<br />UPLIFT TABLE
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<br /> ALLOWABLE UNIfORM UPLIfT LOAD - POUNDS PER UN. FT,
<br />~
<br />Sl'A(IHG 8 10 12 14 16 18 20 24 28 32
<br />R(tHf,
<br />1 - 115 7~9 ~07 370 288 234 191 171 1S7 116 103
<br />GRADE 60
<br />1 - 15 ~49 3n 271 @ 182 156 131 114 99 90
<br />GRADE 40
<br />2 - 15 1.309 859 615
<br /> 467 372 306 259 198 161 137
<br />GRADE 60 864' 703' 596'
<br />2 - #5 959 635 459
<br />GRADE 40 595 .. 488" 417 .. 353 284 237 203 159 132 115
<br />
<br />Load Table Is Based On The Following Provisions
<br />
<br />'1 Loods shown include ....ight of filled Approved Masonry Unit.
<br />2 rill Concrete =: f'c =: 2500 psi 0 28 d"ys.
<br />3 Reinforcing St,,1 = ASTM AS15 - Grad. 60 or 40 os indlcoled.
<br />4 R.inforclng is plac.d In the top of Appro....d t.j'Honry Unit
<br />wilh 1.\" cov.r. Soltom r.inforclng does not increase uplifl
<br />copocity based on single span conditio., between tie down
<br />poInts.
<br />5) If interpretation of ACI Building Code allows \" co....r o....r
<br />reinforcing Inslead of 1 ~" Ih. uplift loads sl'iown in the lobi.
<br />can b. lncreastd os follo...s:
<br />0) Grad. 60 Reinforcing
<br />1) Sublrod S9 from fob:. ...alues ono:! mulllply resulting
<br />load by 1.16.
<br />2) Then r.-add ~9 to value obtaln.d from prevIous step
<br />for new allowable l<plift load.
<br />
<br />b) Grode 40 Reinforcing
<br />1) Sam. os grade 60 excep\ multiply by 1.14.
<br />2) Some os grade 60.
<br />No increose is applicable for ...olues m<:Jrked with on · or ...
<br />See provision 7.
<br />6) Span is measured In feet between tie down poinls consisting
<br />of 1 IS(mlnlmum) in tmed ....rticol blo(k cell. R.inforcing sholl
<br />be adequoJtely .mbt<lde<:l in footing an<:l .holl nove 0 standard 90'
<br />hook ot mid-depth or hIgher In beam.
<br />7) In short spon conditions where 'pons occur eocn side of 0 tI. do..n
<br />poInt Ih. allowoble uplift 10.:lds ore IImlled by the lO<Jd capocify
<br />of the lie do"'n. Such load, are indleoted with an 0 for grade 60
<br />r.lnforcing and with a .. for grad. 40 reInforcing.
<br />8) Allowable uniform uplift load may be multiplied by 2.30 if g' ti.-
<br />beam oels composil.ry with a filled lintel.
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<br />SAFE LOAD TABLE FOR CAST.-CRETE
<br />HIGH-STRENGTH
<br />PRECAST & PRESTRESSED U LINTELS
<br />
<br /> SAFE lOAD - POUNDS PER LINEAR FOOT
<br />LENGTH UNFILLED 1 FILLED2
<br />4' - 0" ( 48") Pr.cast 1,875 lb,. 6,408 Lb,.
<br />4':- 6" ( 5-4") Precast 1.860 Lb,. 4,815 Lbs,
<br />5'- 4" ( 64") Prtcost 1.743 lbs. 4,615 Lb,.
<br />5'-10" ( 7<J') Preca,t 1,575 lbs. 3,7 44 Lbs.
<br />6'- 6" ( 7~) Precast 1.565 Lbs. 3,260 Lb,.
<br />7'- 6" ( 90") Precasl 1,550 Lb,. 2.887 Lbs.
<br />9'- ." (112") Precost 1.025 Lbs. 1,747 Lb,.
<br />10'- 6" (126") Precast 922 Lbs. 1.333 Lb,.
<br />11'- 4" (136") Precast 800 lbs. 1,483 Lbs.
<br />12'- 0" (144") Precast 750 Lbs. 1,304 Lbs.
<br />13'- 4" (160") Precasl 651 Lb,. 1.018 Lb,.
<br />14'- 0" (168") Precast 585 Lb,. 909 Lbs.
<br />14'- g' (176") Prestress.d 563 Lbs. 1,341 Lb,.
<br />15'- 4" (184") Prestressed 510 Lbs. 1.210 Lbs.
<br />17'- ~' (20g') Prestressed 387 Lbs. 911 lbs.
<br />19'- ." (232") Prestressed 289 Lbs. 823 Lbs.
<br />
<br />'T."'. cO"l<Nctod by :In I,,<lofondo'" !..lln9 lobo.-otory.
<br />'.d;n9 c. 0 com""lft. b.o", with on ~ ptrlmolor b.om - on. ,5 I>or In It. lint... 0,.,. '5 b<Jl' In ttl. homo eo..~ "" !..ts tondutt~ by Wentr r. Rolth. ,.[.
<br />
<br />DWN BY: T .M.
<br />
<br />SILVER
<br />MODEL:
<br />PASCO COUNTY
<br />
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<br />Ol\I(S
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<br />VILL1\S
<br />
<br />DATE: 12-27-95
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