|
<br />I
<br />i
<br />!
<br />
<br />"....._..-...0-__.,_"......_____......._.,..."'......, ---~----'-...-t ""_'.__.,..,.".""_._...'~~-".-._-=-'"'~____....."'--"'"._.',~_......-.>w_._~,=._~~""_'__".._~=-__~
<br />
<br />f [f... ~~~1
<br />~:r
<br />1 /~Y7==--~~ ~
<br />
<br />
<br />.rl"'.;"%~'~ /,--
<br />
<br />
<br />
<br />
<br />/r;~*~:-/:-~-u~~~f6;~~V;;f,~::)g~r:) ~~~{EL f3LOQK)
<br />
<br />If \....,....
<br />WII ,lir, l3.^r.~(S) A') r~E:OUIRFLn
<br />If\lh'l r [ . ~ -
<br />,\Ni fiU"~;\(,l . .1./. D( UPLIFT TABLE. CONTINUO;JS I
<br />(',II PI/\N'.l) "".L1".,.. \ I\f~OlJND PH~IMErER WHEI~E TIE-Bt:AM
<br />C X I r,-- r C- F I LIE" D \ V ' C' () N ., F~ ErE '
<br />L.' ,) ,). ' __ v I " \J .
<br />
<br />f"+" \
<br />
<br />I l._ ..
<br />
<br />'''~'';:\.;..'f'r.o'>t~'
<br />
<br />HICH '::;Tr~ENGrH LINTELS 81'
<br />(.'AS r -.cr:;[T~. FILL ONLY' W
<br />LOAD EXC[E:DS UNFIU_ED
<br />SAFT LeAD CAPACITY.
<br />
<br />I
<br />I
<br />
<br />r.o" f~-"'
<br />t ..~,
<br />,-,"~t.""",
<br />I
<br />I
<br />
<br />l.,<~. t,-~~
<br />
<br />( 1) # r) </J BAR IN FilLED
<br />CON'INUOUS FROM THE
<br />E1EAM 1'0 r'OOTING
<br />
<br />CELL.
<br />
<br />PF~ECAS r CONe. Sil_LS
<br />BY CAsr-cr~[Tt:.
<br />
<br />I
<br />J
<br />r ;:1.:--
<br />L
<br />i
<br />I
<br />
<br />!" ,+~
<br />: I
<br />
<br />
<br />rt[
<br />ILL_-_.- r-_~u~~~Cf~~~~;;)U ~ DATION
<br />I ;:
<br />i r:::= I !.fll ,..,.IT--..--~
<br />~~m L. ,{t..:-fTi-' I
<br />11--- j2.:'1 '
<br />. =- .-3'1I:--=l1l--1 n~fr1
<br />11:=1 1 1=:m==1 '=:-
<br />
<br />
<br />TYPICAL SECTION
<br />
<br />i------
<br />[~:~ ~u___
<br />
<br />#S 8A.R(S) AS REOUli~ED
<br />BY UPLIFT Tf.,8LE. CCNTINUOUS
<br />
<br />HIGH SH~ENGTH LINTELS B'( CAST CRETE
<br />Fill TO FORM COMPOSiTE BEMA
<br />
<br />nAIl
<br />SECTION
<br />
<br />(~ LOCArIONS INOICATfO 0NLr)
<br />
<br />h 0 f ? L' 05
<br />;) L 1- r.~.1:- t
<br />
<br />- ."'__,.__......".,_.---____'" ..~~..,..T/""'u..,.....--.-"'c."-~.~,' ",." ."
<br />
<br />'~.......~-'...>/;~.,.....,
<br />
<br />~.~v--_
<br />
<br />-.r -~ ~ :"". -.......-.....~.~.--'-~._- ~- "":'.----...........,"''''- "_.~. T' - --' ~ ~~~~...._..-.---~---.~~~
<br />
<br />~._--,. w;qr
<br />
<br />{--.-----.-
<br />I
<br />I
<br />I
<br />t
<br />I
<br />
<br />43 '- 4"
<br />
<br />FILL
<br />
<br />LINTEL 1"1/1 --#5 BAR
<br />~ ~J
<br />-"250 #/FT.
<br />t>
<br />
<br />'1"-----
<br />
<br />I
<br />I
<br />
<br />i
<br />I
<br />i
<br />i
<br />!
<br />i
<br />I
<br />I
<br />I
<br />,
<br />I
<br />!
<br />
<br />EI-------l
<br />
<br />I '
<br />//
<br />, '
<br />/
<br />I
<br />I
<br />I
<br />
<br />-"250
<br />
<br />Er_
<br />#/FT.
<br />
<br />a
<br />
<br />"A,"
<br />
<br />I
<br />I
<br />I
<br />I
<br />^ I
<br />- I
<br />}I
<br />t'oJl
<br />('~
<br />i
<br />i
<br />I
<br />I
<br />I
<br />!
<br />I
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<br />I
<br />
<br />I
<br />I
<br />I
<br />
<br />~\
<br />rr-....\ \
<br />1----'
<br />
<br />I
<br />I
<br />II
<br />
<br />* Indicates Ibs per linear- fo)t copocity required b:1
<br />precast lintel to support dead one live loads.
<br />
<br />, ((' NcJTL
<br />T .'..., L:
<br />p:oce filled cell under
<br />all gl rder trusses
<br />
<br />L- lb~
<br />
<br />I ·
<br />
<br />i
<br />I
<br />o I
<br />())
<br />I
<br />
<br />-
<br />0,
<br />
<br />;-'LL L:NTEtW/l -#5 BA~
<br />~ 306 # /F-r as
<br />t-------... ~=-~-= · t ~
<br />· I ; "A'I~ t ~
<br />OJ I I "A' [> 1 P: ~;:; d
<br />v F LL LINTEL -IV/1 --#5
<br />~t : --- ~-~ I
<br />~! I I. r-.-J g*250I #/FT.
<br />
<br />
<br />i I IT~l
<br />Ii' r- -- ---- -j- H"~ -- u__
<br />I I I
<br />I 1 ;~n
<br />I I' I
<br />It
<br />I
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<br />I :~r!
<br />I I I ,~I
<br />, I I I
<br />I I I I
<br />L-- ---r-----------..-~----------------- --~ --~--
<br />I I
<br />I I
<br />I 1 7' -- 6' I 5' -- ! 0"
<br />,!t-.-,-------~--.----_._--.------..----.----.--~----.-)t.. - .._.,-- -...------.,..-
<br />
<br />FiU_ LINTEL Wll -#5 BAR
<br />*306 #/Ff.
<br />
<br />BAR
<br />
<br />-}I
<br />
<br />tD!
<br />-- I
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<br />=-==~=~~~~~~~._~._--~-="=~~~===~
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<br />".....~~::...s~~~.~~~..,'...- "..c'='~,."."'..f!M<.,,,~'-r"'(O.-,~~.,.....,...-'...,.
<br />
<br />- "'''....,.....,....''...:-.lo.-:"'.~.........''._"..,,,.,.''...,'. .-:..~""",.~. .""..~_,...,~"'_ -. ..'"'~~~~"'-~-"'...,., ,,"',",.."".__~'" ,,c~'.',"'''.''
<br />
<br />------~-----------I
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<br />G^C__-==:J
<br />.,2lS0 /I /FT.
<br />
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<br />
<br />'0
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<br />f--..[
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<br />
<br /><2 50 # / F r
<br />
<br />20' ,-C"
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<br />':Qll4lB~~,~~~_n...o;~ - 6J1lr'--"_""~~~""'""'" .."'1'" ..~_...-.~~~.....~.._..-_~--~_..~_...---"'","'--
<br />
<br />_._,...,.-..._~.lIr"-._...-"..--.,..,--.-......_~........--_._-~~~~*-v--..._~'__M...-...-.iIlIAv.-".,.......,,-.. '"'o/""~a:Il' -~_~
<br />
<br />ENGINEERED
<br />PRECAST PERIMETER
<br />BEAM SYSTEM
<br />
<br />WORKSHEET
<br />FOR CALCULATING UPLIFT REQUIREMENTS
<br />CAST -CRETE
<br />F)EF~IMr:TER BEAM S YSTE~A
<br />
<br />1. Wind Zone_____100 MPH
<br />2. Height obove ground 0-15 feet
<br />*,3. Wind loud pressure~~P.S.F.
<br />*4. Shape f(jctor_~__
<br />5. One half of roof spon 21.~~_ feet
<br />6. Overhang 1 feet
<br />7. Deadweight of roof and ceilinC] 12
<br />
<br />P.S.F.
<br />
<br />~-r-l
<br />i
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />, N & ASSOC\AiES
<br />R,J. \ ',tectural p\an~\ng
<br />honey v\sta Clr.
<br />~r~w, N B';: G.B~r 'wnpafjc € I.-~, :.li~~,:.6;~~i:J~~~~ R
<br />...(,c"r'-"='TIFY 1 A ~ r 'l MPU r-lC~~\ f
<br />FEe P \ P-FR\':::V\..-'Q--C,,~ 1}.l.N.D \ 1 ' f.
<br />FLORI6A-E.N-CI.~EER-ED CONSHwcfToNPRODU6sCORP . DATE: ~/24/,}5 tf~~ ~~.~ ~~~N\lHI. ~ .J 'u 't' 9. ~ '\~ .
<br />--EXE~~~~E.-O;:FIC-EP~~O~E:(8~3)6.21-=--~64~ C}tK B,(~. - k~ F ~~
<br />COUNTY R,OAO 5!9.- ONE MILE NO~fH Of 1.-4 E-- CONTRACTOR: B1\ Y V ILL1\C~ I~
<br />P.O. 80'< 2--~501, TAMPA, FL 3.362.3-4567 DAT~: A zrJqs
<br />
<br />..... "',~~:...~..iL...~~...,::o..~,~~....o=..;.~~..::.....~,~:~.....:.;.,~~~~....:;:...;..~;.......~._---------'----_.~.~~_.~._~_____----'-~____,_,,,.__.___._._'---.._._~,._~'--_ -=-_, ____'"---'-, _._~ j,.o::~':'.::;'_~:.."!!'.'\t; ...'" -~'..'<<'<, l!;. ~..,." <r' "- -.f" -'-'~ .;$~Jo ~"';><_:J:...""-,, ~=-'" L. ~_~ "iL.. _ <~
<br />
<br />A. Item 5 x item 4 x item S
<br />B. Item 6 x 1.50 x item 3
<br />C. Item -, x total C)f 5 +- 6
<br />
<br />1-56 P 1ft
<br />_~~___P 1ft
<br />_ 272_p 1ft
<br />
<br />REQUIRED UPLlFf LOAD (A + 8 - C)
<br />
<br />216__ P. L. F.
<br />
<br />'Basad on 19'13 r<3vislons to sectfon 120-5 of the Standard Building Cede.
<br />
<br />UPLIFT TABLE
<br />
<br />-_._-"
<br />,
<br />
<br /> .- --------~_._---~~-~
<br />ALLOWA.BlE UNlF'ORM UPUH LOAD - POUNDS PER LlN. FT.
<br /> ,'~f2~ -- -~...,---.--.-.~.~----"- ----~~.~~
<br />10 16 13 20 H i 23 H
<br /> I
<br />507 234 197 171 ----r---- 1-:>3
<br /> 131 ' 116
<br /> !
<br />- m --~~~--T~~ I
<br />132 156 D' 1'4 ! 99 90
<br /> I
<br /> +--
<br />'''=fiTS '" 572 30S 259 198 leI 131
<br />703' 59_6~___ - -----
<br />655 459
<br /> - 353 H4 257 2.05 159 nz 115
<br />4.a8 ~ 41 7 ..
<br />------
<br />
<br />i _._'~~___
<br />, :;f...UtG 8
<br />i RL."iI.
<br />!1 - 1/5--
<br />I ."DE ,. I '"
<br />1------
<br />, 1 - 1i5
<br />GR~C[ 40
<br />
<br />549
<br />
<br />, 2 - 1J5
<br />i G~ADE 60
<br />I
<br />r
<br />I 2 - #5
<br />G~AD[ -4-0
<br />---_.-
<br />
<br />130')
<br />as4'
<br />'159
<br />5"5"
<br />
<br />Load TobIe Is Bosed On The Follo'lv'ing Provisions
<br />
<br />'1 Lo'Jo:ls shQ.-n !ochJd. .-tl~h1 of fiflid J.ppro.-ad :~<:lsonry IJn ;1.
<br />2 FU Concr.h :: f'c '" 1500 psi c) 28 d-:l)s.
<br />3 R.:nforclr,? Slnl os .6.STM A615 - Gr.;td. ~,) or 40 0)' In.jic'J!~o::f.
<br />" R.:nforc!"'~!s pl-:O<:I<l in I.... I"p of ,t.ppro~,d !,j'Json/'Y Unit
<br />with 1 \. co,'.r. Bottom rllnforcll"') den not ;r.cr"JU '.Jplift
<br />cop<Jcity b'Jsed on slngl, Sp<l!l c.:>n.j,lion bthe.n II. .jQNn
<br />polnfs.
<br />5) If int.rpnlollon of ...C~ auj!din~ C-xl, ':lIto.. \. (OHr o\er
<br />,.lnfordn-;, lnsl)o,d .Jf 1\" Ih, lJplilf foods sho*n :n IIi. !<;lbl.
<br />con 1;, In<;r"HM QS follou:
<br />Q) Gr..).:!. 60 R.1M,->rdn~
<br />1) S...blroct 51 from lob:. vQI'JU on1 ,.,..iNpl'f ruuittn')
<br />10-:>0::1 by 1.16.
<br />2) fhtil ft-".;j.j 53 to ~<1!u. OclO:llr:ed from pr,vlous sl.p
<br />for r..... ..,110....00:. \lplifl loo.j.
<br />
<br />b) GN.j. -4-0 Ral"forcir,')
<br />I) S<:.m. <)s .)ro<1. 60 excepl n'1uWply by I. U.
<br />2) Some <IS .)r..w. 60.
<br />No Iner"J" Is oppllcoo:. for "o!'J" r11<Jrktoj Kilh oJn ' or ...
<br />Su provisIon 7.
<br />6) Sp<)n is m.')s\.If'.J in fut b.lwun Il. d.an point, conslsUn9
<br />of 1 15(m1nI111'.111'1) In filltd ~'rt~'JI bl-xk (ell. R.ir'\forcit"1 si':oll
<br />b. <1d''1uol,ly .mb,ddad In footin') ond SIHII n."" Q d<Jodord 'i(f
<br />h~k <It mid-depth or hl')l,.r In laorn.
<br />1) tn shod )pon con.jitlons .htt. ,po:.n, oc~...r eoch ,Id. of 0 H. do.-n
<br />p01nt 1/".. allowobl. uplilt k...J'~s <1r' t:mlt~j by Ih. fwd .,:-op.,e.ty
<br />of 11'1. If. .j,~..n. S..,ch 100).;1s oJ" Il~d1C'JI.1 ....ith on ' t.:or 1"j.j, W
<br />r.lnfordr,') end with oJ .. for ')roJd. 40 r.lntordo').
<br />a) AlloN<)b!. uniform uplift Io-:>d moy t. ""Jit1plltd by 2.5Q if ~ tlt-
<br />bwm ':lels co..."p<>sile!y with " tit:1ld linltl.
<br />
<br />SAFE LOAD TABLE FOR CAST-CRETE
<br />HIGH~STRENGTH
<br />PRECAST & PRESTRESSED U LINTELS
<br />
<br />R LINEAR FOOT
<br /> FILLED2
<br /> 6.40a Lt.s.
<br /> 4.31 5 U:.s.
<br /> 4.615 Lt.,.
<br /> 3,1U Lt.,.
<br /> 3.260 Lt.,.
<br /> 2.ea7 Lt.,.
<br /> 1.147 Lt.,.
<br /> ----
<br /> 1.3H Lt.,.
<br /> --
<br /> I.Ml lJa.
<br /> ----
<br /> 1.304 Lt.s.
<br /> 1.018 LOs.
<br /> -
<br /> 309 U,.
<br /> 1,341 Ll:.,.
<br /> 1,210 Lt.s.
<br /> -
<br /> 91 I Lb,.
<br /> 823 Lbs.
<br />
<br />" SAFE LOAD - POUNDS PE
<br />LENGTH UNFILLED'
<br />
<br />f---- 4'- 0' ( 4a") Precost 1.875 U;,s.--
<br />~~: ( 54") ?ftcost 1.860 Lb,.
<br />')'- 4. ( 64") Prlcost 1.743 Lbs.
<br />l- 5'-10" ( 7fj') Pr K.Jst '1575 Lb.. ----
<br />~_____ 6'- _~ ( 7a") PrlNst 1.565 UJ,. ___
<br />f--__7.-6. ( 30.) PrtcoJst _____. 1.550 Lbs. _____ __
<br />~___9'-~_l!.!.!.l...?rt(;.'~!.._____ 1:025 Lbs. ____
<br />~__~'.-_ 6" (126") ?recost ____. n2 Lbs. ____
<br />I ... 11'- 4. (135") Prtc?~___.._ aoo L~~______ ___
<br />r=-~'-=-~~4") Ptte'JSt__ 759~~_--F'
<br />~-=~:._~~ (160')~tc':l_~_____,-I-_ 651 Lbs.
<br />14'- o. (16-3") Prtcost I 535 Los.
<br />14'- a" (1 ,~) Prutruud ~l 563 Lbs.
<br />--;::-:. ('U) >'~";;;;" -=--=:::= ----- >1. lb._ ---- L
<br />
<br />t= 17'-~~o.n prt;lmud.__.____~=-, =---=-_._ ~87 Lb'~_____=
<br />L-.-!!~2H") ?rulr.sud . .___.____ 239 Lb,. .
<br />'T.d. co~cl.d b-y on in<(>~.~(.'\t "'e:ot1r>9 l.cbvn:ttory. _. ,
<br />IA"ti,...g CI a ('Ot;\P,ait. t-..-Jn1 "iif\ !In S- ~~ifr:t,1" t.~,." - 0;".1 ,5 t.or in ih, Ii.",'''', em. ,., b<:.. I" tt;. ~t'<:I(.,. ~(.,.4 on 4Ea~. C'on-J\.K:~(~ ~y "'Ot-:",,~ r. f~.~. P,[.
<br />
<br />
<br />
<br />o l\I(S
<br />
<br />BLDI~S
<br />
|