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<br />
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<br />
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<br />
<br />~(:-Jfl"~l' -=--~'~~~~'~:~~'-~;SONRY UNITS (fOP COURSE ONLY)
<br />it:q (UN TEL BLOCK) wi #5 BAR(S) AS
<br />mU'3'; ANCHOf~^GE l[[-j.~ ~~~g~~~Dp::IM~~~~\I~~~:i' T~O~~~~O~X~STS,
<br />(:;EF PLANS) ~
<br />',L: FILLED wi CONCRETE
<br />
<br />~: '. OPTIONAL COUPSES OF BLeCK AS REO'D
<br />
<br />1]~_
<br />
<br />I
<br />I
<br />I
<br />'-=r'''~' '
<br />
<br />
<br />r :.- -.-.---- (1) 115 <P BAR IN FILLED CELL, CONTiNUOUS
<br />[~L" FROM THE BEAM TO FOOTING
<br />
<br />
<br />I
<br />I
<br />
<br />.---- ~, -' .
<br />
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<br />~LL ~:
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<br />
<br />[f'f I CONCRE;E FOUNDATION (SEE PLANS)
<br />
<br />F'~i=-.r:: j-
<br />II~: clll'Il--i
<br />:::fTl L- AI=-~TT7!... I
<br />TI-- (~r
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<br />il-"-:'TTT_TTL...:1 1::-
<br />
<br />
<br />r-r----
<br />I
<br />
<br />HIGH S fRENG fH LINTELS BY C,\5 T CFETE
<br />Fill ONLY IF LOAD EXCEEDS
<br />UNFILLED SAFE U)AD CAPA<:::ITY
<br />
<br />":,:)
<br />I
<br />L:'J
<br />~I
<br />I
<br />
<br />Pf~ECAS f CONe, SILLS BY Cf\ST CRETE
<br />
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<br />
<br />_lYPICAL_SErTIQt~
<br />
<br />--L-
<br />
<br />#5 8AR(S) AS REOUIRED 8Y
<br />
<br />I
<br />
<br />
<br />- POURED CELL W /1 #5 BAR
<br />CONTINUOUS r:ROM BEAM
<br />TO FOOTiNG
<br />
<br />STEP DOWN TIE BEAM DEl Al~
<br />
<br />(SEE FLOOR PLAN FeR STEP DOWN DETAIL LOCATiONS)
<br />PlACE VERTICALS COER TTPICAL STEP DCWN DETAIL
<br />
<br />#5 BAR(S) f\S REOUIRED
<br />8Y UPLIFT T,\8LE, CONTiNUOUS
<br />
<br />------ HIGH STRENGTH LINTELS 8Y CAST CRETE
<br />FILL TO FORM COMPOSiTE BEAM
<br />
<br />
<br />(1) #5 BAR
<br />
<br />SECTION "A"
<br />
<br />(.~ LOCATIONS INDICATED ONLY)
<br />
<br />#5 BA.R(S) AS REOUIRED
<br />[r1'n BY UPliFT TABLE, CON rlNUOUS
<br />~--'. ---'-- HIGH STRENGTH LINTELS BY CAST CRETE
<br />FILL TO FORM COMPOSITE BEAM
<br />
<br />r i
<br />
<br />r
<br />L 5051501
<br />
<br />
<br />~_~'"""""~ """............... >#...~ "-',,~'''''''''.''_~_ ___.." -..c___....._ ...----...........__.. ""~~.....,....:k~ ...~..,"'"'......--~------~~"""-"'8lIIC ~......__'''''''''''''"''"~ "'~_ _____ _7_~ ,......._~...~..""'"~ "'----........ ~~~"""'''''- "~..,,,,,.,...,,,~
<br />
<br />SEC nON "8"
<br />
<br />(0) LOCAnws INOIf~~EO ONly)
<br />
<br />-r----------
<br />t----- 10'-10"
<br />
<br />Fill LINTEL
<br />
<br />----'11'
<br />I
<br />I
<br />I
<br />
<br />53'-6"
<br />
<br />--~~~,~-~-~~'~-'~~-~ --~'7!'
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<br />
<br />12'-4"
<br />
<br />BARr---
<br />
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<br />1 3' - 2"
<br />
<br />10'-2"
<br />
<br />7'-0"
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<br />~-::.::EC_~___ -~~~
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<br />'t : ::~::. :::EI
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<br />#/FT,-~-.737 #/FT
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<br />_=[:'. '_: = :---- ~::=- .=--=-Er
<br />if: -; .3 7 # 1FT,
<br />
<br />---r--~-=--
<br />~ 649 # 1FT.
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<br />T G.C. NOTE:
<br />place tilled cell under
<br />(JII girder trusses
<br />
<br />-I< Irfjicctes ibs, per linear toot copacity required bv
<br />vecast iintel to support deod and live loads.
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<br />'250 #/FT-1-'737 #/FT
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<br />FILL! LINTEL W/1-#5 BAR
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<br />*250 #/FT.
<br />
<br />~-'~,~~:'T~~
<br />
<br />1 3' - 0"
<br />rf---------------'
<br />
<br />I 55,'-6"
<br />~---,----,--------------------,------,~., --- ,---- ,-----~----,--'-,-----~-- .~'--'-'~'
<br />
<br />21'-4" j
<br />__ _ __~ ____ _. .____ . , ..___ :m______ ;
<br />
<br />
<br />-_____ DATE: 5/22/95
<br />FLORIDA ENGINF.:ERED CONSTRUCT10N PRODUCTS CORP.
<br />~ -- - _-_"f'O-....~_......_.........,.._.,...._......__--~=~~--......-~__......~
<br />
<br />EXECUTIVE OFFICE PHONE:(81 3)621 --46,4.1 CHK BY: ~.t-E;
<br />COUNTY f~OAD 5'19, ONE MILE NORTH OF 1-4 ~-,---_..,_.7:..- CONTR;\.CTOR: Bl\ Y VIl.,Ll\C;' I~ BLDI~S.
<br />P .0, BOX 24567, TAMPA, FL ,3.362.3-4567 DATE: 5f/~ /95
<br />
<br />~P"lb*'''''-'~~.'~'_~'4,1OO.o~;I;.'"'ii.-'~_-t::;..~~ ~,,-~D"';"""'_':'!".1e.;,;M-'-""-,~~';;'.&~'-"<~"-:'>""'&"4'<:'~~-lll'~'~':'!. '~----",-.-~~, :. ~ ~"" ~ >;:::.: ~"..,..~ 'lJIU~, ~"".~ ~ ~~ J.\.~ ~ ~:::.::a ,,-,~_s-r >c,';<>-:;;,nt'il'!<.'-',.'''''~';':'' ~~-";':;";!I<"~~;c:-.'"'-.;A:'~,,~Ci.t<+,~~ !t1..oif.'C"l".:'CC.,., .0,,:,- ..,-- "i . "'..... ~'_' _a<=;::;..::....._ '.oill&Oc'_.u.....;$o._ ~'A.~'J~'~A~~:lJ.'.:::~v-..:..~..'
<br />
<br />ENGINEERED
<br />PRECAST PERIMETER
<br />BEAM SYSTEM
<br />
<br />..f'j-..,'""",__..""-._..___...""_,..",.".".......... """"'...-1'.-'''''.-..7,.....,~--..-.-~..-,-_......",-__'''~''''''''._~....~_ ~-'.ZII-~__...'~,--.ccW>>C~~.~:!lO->~~--""""'--><lOl<"IiaI-,~_a.tJlD__--~__,~,~..:_,,~":__~-llo1l;.-.__'IoC_~""~-O;",.~....,;_-_,.~-.;Y.._~~___-....~_... ,_~'-'~..,."'~.li;iI!"'._~.~~~,____<_'C.,."...,~:'~~.....~___~~..""--'~:-,:lioIii!l!ll,'~"'~.'~-i~.~""'-;",\','-c~""'4.:o.>--;""~~=~'..,~<:"a:..;:-~~_"_'e__,""'.z:..JLc~..!_~.L'__~''''-~.'*.'~-d.'-_~..,;:.<:
<br />
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<br />N
<br />i'01
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<br />--{
<br />
<br />WORKSHEET
<br />FOr~ CALCULAflNG UPLIFT REQUIREMENTS
<br />CAST -CRETE
<br />
<br />PERIMETFR BEA~A SYSTEM
<br />
<br />1.
<br />2.
<br />*3.
<br />*4.
<br />5.
<br />6.
<br />7.
<br />
<br />Wind Zone 100 MPH
<br />Hei9ht above grr)und_~-l ~ fBet
<br />Wind load pressure~~_P.S.F.
<br />Shope factor--.!.~
<br />Onf3 holf of roof span~..:.67 feet
<br />Overhanc' 1.0 feet
<br />"'---- 12
<br />Deadwl3lght of roof and ceiling ...
<br />
<br />P.S,F.
<br />
<br />A. Iten, 5 x item 4 x item :3
<br />8. Item 6 x 1.50 x item .3
<br />C. Item 7 x total of 5 -I- 6
<br />
<br />:309 P 1ft
<br />:.32 _P 1ft
<br />18~_p /ft
<br />
<br />REQUIRED UPLIFT LOAD (A -I- 8 - C)
<br />
<br />---.!..52 _ P. L. F.
<br />
<br />'Based on 19'33 revlslor'lS to sectIon 1205 of fi,e Standard Bulldln'1 Coda.
<br />
<br />UPLIFT TABLE
<br />
<br />I AllOWABLE UNIFOR!.A UPLIFT LOAD - POUNDS PER L1tL FT.
<br />
<br />Ht:~R=3 ~112
<br />1 - #5
<br />""CE "'__ m , 'O'---t-~ 238
<br />
<br />~'~C::" ~,: ::: _L ;:: :::
<br />
<br />GRADE 60 I 86.' 'lOl' 1-- 5'36'
<br />2 - #5 T9~ 635-14~-
<br />G:~,4,DE 40 ~595" 'ia~-.1'-:;- JS3
<br />--- ---
<br />
<br />14
<br />
<br />16
<br />
<br />24
<br />
<br />-;;G-
<br />
<br />18
<br />
<br />20
<br />
<br />234
<br />
<br />137
<br />
<br />171
<br />
<br />116
<br />
<br />103
<br />
<br />137
<br />
<br />132
<br />
<br />G~
<br />
<br />90
<br />
<br />1.37
<br />
<br />114
<br />
<br />99
<br />
<br />372
<br />
<br />!>06
<br />
<br />13,3
<br />
<br />161
<br />
<br />137
<br />
<br />25'~
<br />
<br />234
<br />
<br />237
<br />
<br />159 ~r132 --,~
<br />
<br />203
<br />
<br />LOr.ld foble Is Based On fhe Following Provisions
<br />
<br />lJ LO'Jds shown lnc!u';!a.. f;l~ht of fWed ,l,ppro..td tAoso<"\ry Unit.
<br />2 rill Con,r.l. 0: f'c 0: 2500 psi @ 23 d>:lYs.
<br />3 R.'nforcin? Slul ::: AS'!'M .1.615 - Gr'J~a 60 or ~o oJS indlcat.d,
<br />~ R.cnforciJ'\9 is plce.~ in Hit te-p of "pprc..t~ iA'.3sonry 1J!'I1t
<br />with 1 -\" cc.ar. 8011"," r.il'\forc.i"g dou li'" ~ncr"J$t !Jplitt
<br />c"P'Jcify b'.3ud en sin-;l, sP'Jrl con,jitlon beh.un tl. do'"''
<br />po!<<Is,
<br />5) if inttrpr.totlon of ACI 8uHdii"}? C-X. 'Jilows \" co..r CHr
<br />rainfordn9 lnsleod of 1.~. II-:. uplift 10';.;IS sro\\>n :n the tab:.
<br />con fa Incrt'Jst<! .n folio'*,;
<br />'J) Cra.:. 60 Rtlnfordn9
<br />1) S'~blrod 5') from tab'. ">:ll\.iu an,j m!Jit!ply resultln';J
<br />load by 1. 16,
<br />2) n.,.n r.-od<:l 5') fo v'JI'J. obl'.31na-j frorn previous sftp
<br />for n.w oU'~wobl, Ilplift 10.J.1.
<br />
<br />!)) Gr.J.j. 40 Rti"f..:-rc,n9
<br />1) $';11,' oJ, '~r.,.j. 60 n,c.pl 'l1uitiply by 1.14,
<br />2) Son-, s as "I,.,.j, 6(),
<br />:0/0 inclt<:lst 1s 'JppllC1b'. fc>r .oJ!..U rr,'.3rlo.ed .-illl "n · or ..,
<br />Set proy;skn !,
<br />6) 'SPOt'l is mt']Sultj In (ut i:-ah,un 11, x en points cco!>lst1r19
<br />of 1 l5{mlniry'wn) :n f:I!.d ....'k-JI ~Ic-:k c.n. Rtinforeln1 $r.oll
<br />b. >Jd''1'.i>:l!tly .n,b.,U.,j in fool:r,., 'JI'd $I-".:Iil n'.l'It a s1-ondQrd ~Q'
<br />hook o)t "'lj-~.~th or 1I1.}h.r In !;tQm.
<br />7) in ,noli !p'Jn r;o.1dit!on, '.htre !P~nS c<.~!.lr 'Q~h sH, )f ., t!, d.)."",
<br />P');nt Ih, oll~w.~b:, uplift 10",:1, ~r. llmilt<! by Ih. 1.,.,.:1 ("p,'~ity
<br />of \t", tl. ,jo..n, Such <<oj, Qr, lo<:llco1.1 with 011 · f~ 9ro.j, e.O
<br />r.1nfore\1I1 ond '".iin '.3 .. f()r 9r<::-:1. (1) rtil'lfordo".
<br />3) "llowo~l. uniform ~plifl !ood rMY b, muit!pl;ed by 2.30 if ., 11.-
<br />b~rn oels compc.sil.ly ..,in 0 fi!:M !in!.I.
<br />
<br />SAFE LOAD TABLE FOR CAST-CRETE
<br />HIGH-STRENGTH
<br />pr~ECAST & pr~ESTRESSED U LINTELS
<br />
<br />.--
<br />
<br />1--- SAFE LOAD - POUNDS PER LINEAR FOOT
<br />r--
<br />
<br />
<br />_I _ ::::I~:~D' --=_::_:~~~:'_~
<br />
<br />;.7 B lbs, 4,615 los,
<br />------~---- ~ --~~-,,~-~ ~"------ --~---~ ~
<br />1,575 Lb,. -3,H4 Lb.,
<br />-~-~~~--~
<br />t 1,565 Lbs. 3.260 Lb.,
<br />--- 1,5~ los, t--- 2,837 Lb..
<br />t= 1,025 u:.s.. ___"TH ~.!:.....~-~-~___
<br />'322 lb.. ',.B-3 Lb.,
<br />_._------_._-----.-- -~-~-----~----;--""-~---
<br />
<br />~= ~:~-.--- :::.:~--mm
<br />~ ---- ------_.._--,--,~~---
<br />5aS lo..J09 Los.
<br />Se3 los. l,Hl Lbs.
<br />---- ~-----------"--
<br />510 Lb" 1,210 Lb..
<br />---- ----- -----~--
<br />~a7 lbs. 911 lbs,
<br />~~~~---~- -~-~---
<br />289 lbs. a23 Lbs,
<br />----------- ~~~ ---~~-~--------~-------~~--~-~-,,-~~-,-~-,~--~ ---_.
<br />t'!".,.t. c:o:,dLtl,;~ld t,;, on i:ijept::-rG'tani r~n.n"i l-ab-orottlry.
<br />tAct:r.~ a Q tQrY>p<>slr. l"~ln",th an 11' pe~m.!... tea.., - o"e ,S ~r In it. lh!o!, Q,'. '5 O(Jl' In it" ~Q,n, 8~uoj on '..'. (Of'd~.t~ ~y W.,',... r. R<.><:II, p,[.
<br />
<br />LENG fH
<br />
<br />"- If ( ~3") ?rt<ml
<br />4'- 5" ( 54") Prt,:rnt
<br />5'- ." ( 5(') Pree>)st
<br />5'-1'.)" ( 7/.)") Pr".,st
<br />~_~" 13") Preeo$t
<br />7'- 6" ( 'it.)") PreeoJst
<br />')'- ." (112") Prtcost
<br />10'- 0 (126") PreeQst
<br />11'- 4" (13-6") Pree"s!
<br />12'- If (1 U") Pree.at
<br />B'- ," (160") Prec,ut
<br />U'- !j' (I e8") Prtea!>t
<br />"'- 8" (176") Prutrust,j
<br />15'- ." (1M") Prulrasn,j
<br />1 7' - ." (203") Pr utr ~u.1
<br />19'- ." (U2") Prufrused
<br />
<br />"~.....-"'---'-'.....<""'...---~-.....~_..... .....---"---~-~~-"'-~...........---..'-'-......-.----""'~~---_...-....."'-----~~-...----..--'''---~....'''''~-,..-----,-'-"'-~----------""---,
<br />
<br />OWN BY: J.G.
<br />
<br />S UwIJ\;IEI~SE1'
<br />MODEL:
<br />PASCO
<br />
<br />REV.
<br />
<br />III
<br />
|