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<br />TRUSS i fII] W/ #s r3t.R(S) l-'S R[QUir~ED
<br />ANCHORt\GE I ! E3Y UPUFT TAm_E, CONn~~uous
<br />(SEE PLANS) ~~k~\ I~.ROUND PERIMETER WHEf~[ TIE-t3E/~}v1
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<br />SN-E LOJ.D CAPAC: TV
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<br />BY UPLWT TABLE_, CONT:NuOUS
<br />
<br />HiGH STRE~~GTH Lif~TELS BY CAST
<br />FIU_ fO FO~M CO~APOSITE BEM,A
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<br />ENGINEERED
<br />PRECAST PERIMETER
<br />BEAM SYSTEM
<br />
<br />-.". .."". '-".- -"'"~- ~. .-..".
<br />
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<br />WORKSHEET
<br />FOR CALCULATING UPLIFT REQUIf~EMENTS
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<br />1. Wind Zone 100 MPH
<br />2. Height above ground 0-15 ,feet
<br />*3. Wind load pressure_ 21 __,P.S.F.
<br />*4. Shape factor_~
<br />16.5
<br />5. One half of roof span feet
<br />6. Overhang_~___feet
<br />12
<br />7. De(Jdweight of roof and ceiling
<br />
<br />P.S.F.
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<br />A. Item 5 )( item 4 )( item ,3
<br />8. Itern 6 )( 1 .50 )( item :5
<br />C, Item 7 )( toto 1 of 5 + 6
<br />
<br />____3 1'1 P I ft
<br />__32 _p/ft
<br />210 P 1ft
<br />
<br />REQUIRED UPLIFT LOAD (A + 8
<br />
<br />c)
<br />
<br />169 P.L.F.
<br />
<br />*Based on 1993 revisions to section 1205 of the StrJndard Building Coda.
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<br />-~r..c,NG 3 10 12 14 16 13 20 24
<br />~ RElNF, ~
<br />l~::or;~5'.. ~7 "~-_.~33u2" _ ~ 19:..1,,'__
<br />1 - #5 549 575 277 219! ~) I 156 I' 131
<br />GRADE ~o I ~:.:... I
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<br />I 2 - #5 '~59 635 459 ~
<br />GRADE~-- - 353 284 231 203
<br />...v 595" 4a8" 417"
<br />L.....-~__ ______ ____ _'_"_ _. _ _
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<br />
<br />32
<br />
<br />131
<br />
<br />116
<br />
<br />103
<br />
<br />114
<br />
<br />99
<br />
<br />90
<br />
<br />198
<br />
<br />161
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<br />
<br />159
<br />
<br />152
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<br />Load TobIe Is 8ased On The Following Provisions
<br />
<br />11l0<:ldS $h'J~n includ. we!9ht of fiI:ad Appro~ed Masonry Unit.
<br />2 rill Concr .1. = f'c = 2500 psi r} 28 do~s.
<br />3 Reinforcing Steel = ASfM A615 - Grod. 60 or 40 os indko'~d.
<br />4 Rei,1forcing is pl<:lced in th. lop of ,lppro\.d "'oso/;I)' Unit
<br />",ith 1\" CO\tr. BcHom r.;nf'Jroln9 dets n'Jt incr.ou uplift
<br />co~'ocity boud on sing!. spon condiron between tr. down
<br />points.
<br />5) If interpretation of ACI 8IJildln'J Co,j, ollo...s\" !;O\er o'>,.r
<br />reinforcirg lnstaod of 1.li' tha uplift loeds shewn in the tabia
<br />con b. increased as follows:
<br />a) Grad. 60 Reinforcing
<br />1) Sl.btrocl 59 from tobl."oJuts and rruitiply ras...ifng
<br />!eo,j by 1.16.
<br />2) rr.n r.- add 59 to ""J!U' obto'ned from previous st.p
<br />for 1I'Ii ollo....ob!. \.Iplift !c-o>i.
<br />
<br />b) Grod. 40 Reinforcing
<br />1) Soma os 9rQd. 60 uc.pt m'jitlply by 1.14.
<br />2) Some os 9rod. 00.
<br />No incr.ase :s cpplicob!. for yo!'~n morked ",it,., on · or u.
<br />Su provision 1.
<br />6) Sp-:ln Is n1a<Jsureo;t In fut l:et'u.n t:. dOlln por~ls consisting
<br />of 1 ;5(mlnimum) In mIld \ertlc<J1 b!oclc c~ll. R.:nforcir,~ sholf
<br />b. adeq'.Jo:ety .mbe<1ded In foot"ng and shall have a stendord gO'
<br />hock ot rnid-ctPth or hr~her 'n b.am.
<br />7) in sh'~rt span conditions w~.re spons o<:cur ieeh srd. of a t!. do \Yn
<br />poInt tn. ollo'NoJbl. l.lplift lead. or. lim:t.d by th. load copocily
<br />of the tl. dc,,"n. S'.Jch loads or. indlcoted with an * for grad. 60
<br />re;nfora;ng onoJ with a .. for groJd. 40 reinforcing.
<br />8) Allowab~. uniform '.lpllft !ood 11'\01' b. rru,tipl!.d by 2.30 if ~ t!.-
<br />beom oefs composi!e!y with a flliw rEn!e'.
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<br />
<br />I----------------'---r SAFE LOAD - POUNDS PER LlN-E-AR~--FOOT-~
<br />L.____.__LENGTH _ r UNfILLED'.__~___I __ ~~~-:--~_!"I~l:~Dt_____ _~ h_
<br />~__4'- ~ ~8") ~r.c~_______, _,___ 1.875 ~_________. ___. _~,4~a..._L,?_s. _ ___
<br />: 4'- 6" ( 5,4") Preeost ___~60 l~ __ ____~__ ~~8_I.:'_~!:___
<br />,- ---
<br />~_ ___5'--~~')'yr.cQs~____ _________1,143 l~___+---_-~~~....I:?!:._-----,--,_-
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<br />F=- ;:~I~ ! ;~~ ;:::~_.~ .._=_ -~g~ ~~~: -~=-~t:~---~~~!~~-m.=.~-~~~:
<br />~-,~: ~ ~::~: ::::::: -.--~~--. 922L'..__ -- F~::.~-:':~"'.'Lb'~-:- -
<br />
<br />i- 11'--." (136") PreC'o!>t---- - 800 lbs. l,48l Los.
<br />~___----,----- ________~___ ______ _ _ n __ _ _ __ _, ~__. _ ___
<br />~-,-...!~..:.:.~J.!~!") Pr.!c-Qs~__ ' _______~50_Lbl=-____ ___~.IJ>~~!:,_ _______ ___
<br />i 1J'- 4" (160") Pre(;Q,t 551 los. 1,018 los.
<br />r-'-- ------- -- ---------- --. --- ---- --'--- ---,-
<br />~_._ 1-4'- 0" (168") PmQ!>t . ___~___~5 lb:!:..__,_ _'_____n ~ _ ~_ _____'!.~_.!:os.: __" _ _
<br />
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<br />
<br />~---19~:'" 4" (232") Prulr65S~d---- --------189 Lbs~---------- -T'-- -- ,. --.. 'aij-Lb;~ - -- ,..,- -- - - .
<br />L.._.._______~_____.~__ ______~~._ __L_._._.~_._~~_~_.___._._ .__.____.,~_._~.~__~____~>
<br />''!'e.-!. CO"dllt~6~ b-y on inGt'pe,.dent ftlifif\g lcbo(Q'ory.. .
<br />'A<l;n~ G. 0 <O"'POS;!. teo,", wjl~ on !' ~.r1'r,.'.' teom - c.r.. ;5 b~r In ,~. fir! Ill. or,. #5 bar :n Ih '.0"', acted on 'u'. (ond~c'.d by '({",e.. r, Rosch. P,[,
<br />
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<br />~ - _. - , -...
<br />
<br />OWN BY: A.J. rrfIE N E 'VI)
<br />,. , MODEL:
<br />DATE: 3/23/95 PASCO COUNTY
<br />
<br />IV
<br />
<br />~FECP
<br />FlO IDA ENGINEERED CONSTRUCTION PRODUCTS CORP.
<br />--~--_._-~..- _._--~._.._....._---_.~.~------_._--- ".- ---'-
<br />
<br />EXECUTIVE OFFiCE PHONE:(81 3)621 - 46.f 1
<br />COU;.FV ROM) 5/9, OW:: M:i.E tWFnH Or. !-,~
<br />PCB G>t ";I') .. T ;'1 ~,A P .\ , ~. :~ :, 5 E 2 3. , :3 (~. ' ,
<br />
<br />CHK BY: .,~ ,C::>,
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