|
SAFE LOAD TABLES
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
<br />ieFN2
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TYPE
<br />a
<br />LENGTH
<br />BUB
<br />eFse
<br />rw-e
<br />wb-e
<br />a -e
<br />PfECA$T
<br />2231
<br />9mi8
<br />4bm5
<br />61D
<br />1541
<br />e914
<br />10914 IDbB
<br />3'-b' (42') PRECAST
<br />2231
<br />9mil
<br />seal
<br />!ln
<br />46e6
<br />e !
<br />IID
<br />bbmt
<br />Till
<br />ems.
<br />elH
<br />yams leesl
<br />De}t Imme
<br />W-0' (48') PRECAST
<br />Ail
<br />2151
<br />seem
<br />4e9m
<br />I
<br />Test eml
<br />gbh
<br />]ev
<br />46be
<br />ero
<br />t54,
<br />s9,4
<br />tes9t neb9
<br />4'-6' (54.) PlaeECAST
<br />Pv99
<br />�'l
<br />]le
<br />4s,s
<br />2ml
<br />Im
<br />3A9
<br />1541
<br />N,6
<br />94e0 i]t4
<br />5'-4' (64'JPRECAST
<br />1211
<br />m4l
<br />H.ee
<br />19l0
<br />]360
<br />llt9
<br />lbe6
<br />4149
<br />ras
<br />lmee
<br />alas
<br />Tss
<br />,
<br />ew
<br />5'-10'<l0') F'RECA6T
<br />1062
<br />ties
<br />ns
<br />rN
<br />]m' m
<br />mAS
<br />smm9
<br />lt10
<br />Hal
<br />xr22
<br />+lam
<br />,DI
<br />cox
<br />PRECAST
<br />We
<br />nm
<br />Um
<br />21T
<br />xm
<br />9b0
<br />l4em
<br />-1
<br />5MI
<br />9,m1
<br />4l53
<br />m4
<br />Dbl
<br />Nn
<br />(WO)PRECAST
<br />143
<br />ell
<br />sl
<br />n»
<br />nM
<br />»!2
<br />-I
<br />}]b5
<br />sass
<br />Biel
<br />3.
<br />As.
<br />W-4' (1129 PRECAST
<br />.
<br />ill
<br />,e2
<br />I-
<br />rM
<br />M64
<br />!4m
<br />xem
<br />!!m2
<br />I0'-6Y126')PRECAST
<br />415
<br />D!D
<br />eeb
<br />W1
<br />}ma
<br />]ln
<br />aDs
<br />]esi
<br />64,1,
<br />r82
<br />b!!
<br />]03!
<br />21N
<br />!64
<br />41e/
<br />11'-4' (MV)PRECAST
<br />362
<br />bY2
<br />9tl
<br />ail
<br />rti
<br />24.
<br />9n1
<br />40pi
<br />bN
<br />9M
<br />let(•
<br />242A
<br />N2'1
<br />4mei
<br />12'-0'044')F4WCAST
<br />33l
<br />S4m
<br />al3
<br />Ws4
<br />DD4
<br />]w
<br />]see
<br />m61
<br />240
<br />b'13
<br />n«
<br />Mb
<br />the
<br />tnme
<br />9De]
<br />13'-4' (W O'.FFECAST
<br />256
<br />Al'
<br />/ll
<br />,ss
<br />lsb
<br />Im18
<br />14»
<br />1428
<br />rsD
<br />ree
<br />»r
<br />»r
<br />ae5s
<br />2u3
<br />14--0'CWS')PRECAeT
<br />21S
<br />4]4
<br />tmi
<br />Ie1b2
<br />Dee
<br />r91
<br />xm
<br />26lb
<br />442
<br />lmb
<br />IOiD]
<br />LV6
<br />li9l
<br />2nt
<br />1630
<br />14'-6'(Ilb'J flffbne
<br />NP-
<br />48e
<br />lee
<br />D,m
<br />ISmJ
<br />22,s
<br />»n
<br />no
<br />MpEbTI!
<br />NP
<br />H2
<br />-
<br />-
<br />-
<br />NR
<br />-
<br />4n
<br />,e
<br />nsm
<br />n9s
<br />2mse
<br />»]m
<br />MD
<br />I1'-4• (20W)Fr€aTID
<br />NP-
<br />Ne
<br />Ne
<br />Ne
<br />Na
<br />ra.
<br />ae
<br />NR
<br />xme
<br />eel
<br />eem
<br />Dxb
<br />r09
<br />D49
<br />1m4,
<br />19'-4'(292')r'�eTla
<br />NR
<br />Nc
<br />Fst
<br />Na
<br />4m
<br />,am
<br />es,
<br />tin
<br />De
<br />-
<br />BH22'-OY264')r'IEsns
<br />"IsIsm"Is
<br />aftaftj-
<br />24'-0T2ft-)-one
<br />Np-
<br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
<br />�/IeFGMeD
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TTpE
<br />LENGTH
<br />i R
<br />sn-n
<br />ePb-rt
<br />Nn0-IT
<br />M-
<br />rt»-17
<br />eP.2-n
<br />N.V
<br />eFn-2T
<br />..-2T
<br />L-
<br />4-2T
<br />-n
<br />s]-2T
<br />3'-b' (42') FiE£CAST
<br />D69
<br />MSS
<br />%24
<br />499t
<br />e 3
<br />6.2
<br />14MI
<br />609
<br />sb24
<br />HLI
<br />bD2
<br />TmN
<br />4'-O' (46') PRECAST
<br />!
<br />Is4D
<br />30i0
<br />m6
<br />4!,-
<br />e!»
<br />i018
<br />D03
<br />2-
<br />-
<br />mD
<br />N,m
<br />Ism
<br />iml9
<br />PRECAST
<br />nm'1
<br />ld0
<br />2-
<br />-
<br />-
<br />4111
<br />bill
<br />time
<br />]lbl
<br />l316
<br />4,11
<br />9919
<br />5'-4' (64') PRECAST
<br />10r
<br />nD
<br />less
<br />3999
<br />99i1
<br />49]l
<br />mr
<br />nD
<br />0,i
<br />taco
<br />3999
<br />l961
<br />49]]
<br />V-10'00') I -RECAST
<br />!
<br />9]S
<br />1
<br />2~1
<br />2m
<br />1 sw
<br />I m..
<br />I Am i
<br />b'-6.OV) PRECAST
<br />sm
<br />I4m
<br />Val
<br />69e
<br />Hm1
<br />]aM
<br />!]bl
<br />s
<br />l'•6' (9O')PRECAST
<br />let
<br />r]
<br />]
<br />u
<br />,21
<br />nM
<br />1 r}4
<br />}cop
<br />2-
<br />}ell
<br />9}2e
<br />9'-4- (1129 PRECAST
<br />5N
<br />26
<br />5ll
<br />2
<br />11Dm
<br />.41
<br />Bbl
<br />Ms
<br />u.
<br />10'-b'(12691-RECAST
<br />s!m
<br />a
<br />ale
<br />ImD
<br />-6
<br />n
<br />-1
<br />Saco
<br />695
<br />11 mlm
<br />H,l
<br />His
<br />2mm
<br />-s
<br />ll'-4' (1369PRECAST
<br />414
<br />Im!
<br />m
<br />Dm
<br />`"
<br />494
<br />lml
<br />colt
<br />r43
<br />--
<br />2rl
<br />D'-0-(144•)PRECAST
<br />4,4,
<br />124
<br />See
<br />16!
<br />lab
<br />Ism10
<br />Saco
<br />Del
<br />m
<br />2ml
<br />13'-4•(WO-PR
<br />li4
<br />IMi
<br />cots
<br />4}e
<br />4im
<br />leD
<br />iECAST
<br />DS
<br />H
<br />14'-O'(168')FTECA6T
<br />!ea
<br />!se
<br />r}4
<br />e
<br />41e
<br />In
<br />!
<br />mml
<br />14'-D'(Il6')PIaEBM
<br />2s
<br />246
<br />se4
<br />D9D
<br />bib
<br />66!
<br />il]
<br />9l/
<br />Db
<br />IDI
<br />n
<br />15'-4' (164-) FlsE9
<br />D
<br />n
<br />m
<br />23m2]4
<br />9ie
<br />br
<br />n
<br />Il'•4' (20S'FIaBtI6eeE
<br />Dl
<br />nL
<br />Ms
<br />9m6
<br />50i
<br />s2
<br />l40
<br />Te6
<br />nil
<br />Hl9
<br />g'-{'(232')PRHetpemF
<br />b2
<br />1.
<br />318
<br />441
<br />.1
<br />«l
<br />l4l
<br />21'-4- (266•r-e
<br />bi
<br />269
<br />4M
<br />62s
<br />«I
<br />Hl
<br />!V
<br />esl
<br />l21
<br />22'-O'(264')FiEeTI!
<br />�
<br />Dl
<br />Mel
<br />}23
<br />]e9
<br />3Be
<br />!l9
<br />eD
<br />4N
<br />5N
<br />ei
<br />i
<br />99e
<br />24'-0Y288')FIEeTR
<br />n4
<br />n4
<br />n9
<br />x l
<br />!D
<br />4r
<br />44
<br />1
<br />e
<br />SAFE GRAVITY LOADS FOR 8" PRECAST W 2" RECESS DOOR U-LINTELS
<br />�f1a7-�en
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />Blar
<br />M sass s,Fm- s,rr- >b
<br />4'-4' M25) PRECAST
<br />r!e
<br />nsl !!se sxeb 49I9 D121 ,sb,
<br />DN �__ btbb bi9l emem till Imele
<br />4'-6' (54') PRECAST
<br />u9t
<br />Dv smis zeta 3lee 4l/b 5924 904
<br />Hsi xl9 stab rbs9 amb0 94,9 tee9e
<br />S'-6' (68'1 F'I�CA6T
<br />>IW nu nr I2„ 7a» l4ml !'sii
<br />ebb
<br />ei, x4N Ai, i!m ,9n 9ez
<br />W-10-el0')PTECAST
<br />B10
<br />em rss limb 2- ae43 sru e,mm
<br />me Mt]
<br />(80')PRECABT
<br />l9l
<br />901 le]9 1120 SO4e 1 1141 St4e m0
<br />Sml Dag Ntm 6m4D 1918 94,8
<br />l'-b'!90')PREf:A9T
<br />6y
<br />l55 1I90 2.__ 3Tr Is- 1299 bias
<br />x4s9 snr e14s
<br />9'-8' (IW') PRECAST
<br />4e
<br />46i 9!9 Die z»9 w6 4m91 !Hi
<br />bah 999 Die Y159 !Ito -
<br />SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
<br />�Isr'GNw
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TTI'E
<br />LENGTH
<br />elFs
<br />rt
<br />ssw-rt
<br />saw
<br />.vn-rr
<br />ns.b-
<br />n
<br />ewu-n
<br />asset
<br />wn-n
<br />wr-
<br />was
<br />4'-4' (52') PRECAST
<br />90�n
<br />ri0
<br />2-
<br />1sOBi
<br />9lbl
<br />4446
<br />9Hb
<br />9A
<br />It63
<br />2962
<br />smeb
<br />-1
<br />4449
<br />9H0
<br />4'-1' (54'7 PRECAST
<br />as,
<br />16mt
<br />]]u
<br />]s»
<br />siml
<br />4zn
<br />49as
<br />e6l
<br />limt
<br />2TI]
<br />19e9
<br />3bm1
<br />tlla
<br />494.
<br />5'-8' (68'1 PREC49T
<br />nil
<br />rxn
<br />lszi
<br />seta
<br />!lu
<br />c»
<br />A
<br />LM9
<br />n91
<br />2.26
<br />]eel
<br />9SN
<br />3NI
<br />5'-10100') FTECA6T
<br />668
<br />Imn
<br />n/6
<br />2-
<br />m3
<br />2-
<br />096
<br />n99
<br />-
<br />2-
<br />]ll!
<br />9]e6
<br />trio
<br />6'-6' (B0')PRECASI
<br />9,b
<br />921r
<br />D!m
<br />Beet
<br />]
<br />9lm
<br />Id%W
<br />IMV
<br />Milo
<br />]4M
<br />]eT9
<br />3!]9
<br />1'-6' (90')PRECA9T
<br />Bmi
<br />l42
<br />19«
<br />nb
<br />2
<br />bmi
<br />I e9e
<br />D64
<br />M5
<br />2rb
<br />-1
<br />]9N
<br />9'-S- (lib') PRECAST
<br />9m
<br />M
<br />ntx
<br />2
<br />slD
<br />660
<br />rV
<br />coal
<br />nN
<br />]br
<br />t}H
<br />4^=64^111111M LINTEL SCHEDULE
<br />LINTEL
<br />NO.
<br />LENGTH
<br />TYPE
<br />COMMENTS
<br />L I
<br />I1'-4'
<br />BF28-I5/IT
<br />L 2
<br />4'-6'
<br />BFI6-0SAT
<br />L 3
<br />1'-6'
<br />OF24-IBAT
<br />L 4
<br />1'-6'
<br />BFI6-I8/IT
<br />L 5
<br />4'-6'
<br />SFS-IB/IT
<br />e ' I TO LT
<br />L l
<br />5'-4-
<br />SFI2-0B/IT
<br />L S
<br />'3'-4'
<br />SFI2-85AT
<br />L 9
<br />5'-10'
<br />BF12-IB/IT
<br />L-1
<br />LINTEL SCHEDULE
<br />NOTE: THE LINTELS MAY BE SUBSTITUTED
<br />WITH LINTELS FROM ANOTHER MANUFACTURER
<br />AS LONG AS THE LNTELS ARE OF EQUIVALENT
<br />OR GREATER CAPACITY THAN THE VALUES STATED
<br />A N C N I T E C T $
<br />6
<br />Design
<br />Gisoupo-.2.
<br />kll N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407-7744078
<br />www.a bdesigngmup.com
<br />AA #: 0003325
<br />F
<br />W
<br />Wy
<br />V
<br />h
<br />O
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<br />ti
<br />0
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<br />ElLTHDIV. tk LOT
<br />SILVERADO
<br />LOT #16
<br />BLK #1
<br />PROJECT
<br />04128.000-16001
<br />MODEis
<br />4EGB
<br />"GALEN"
<br />GARAGE El11MG:
<br />RIGHT
<br />PAGE:
<br />LINTEL
<br />SCHEDULE
<br />150 MPH EXP. B
<br />(CAST-CRETE)
<br />ARCHITECT]
<br />STATE OF FLOPoDA
<br />MATERIALS GENERAL NOTES SAFE LOAD TABLE NOTES l�D "Al,D ` -` AR NO 93723 -' J s Dare toed rotNq be.ed on .euonel d..lgn enely.l. pw y . I TYPE DESIGNATION nag ru Iffa'D
<br />1. f e 8' pr.caet INMM 46tL0 pal I. Rovid. lull nwtar bW end h.ld 1oIMw ACI 3D and ACT 5" �° I. All vehm be.ed - nInHfal 4 Hril 1. Por coflpoelt. IVxwl hol not .haul. I•IR' CLEAI¢
<br />7. f c prMv..sed IIMaI • 6m2W pH 1. &sate nll.d IIM.Ie as f.yuM1md. Im, the ezlwflor evfeu of IlrHel. In.talled In wnerla concrete neminel beerlIse we safe bed han Hato T heI18FFe .hwn.
<br />3. G- pw AsTm C4T6 re • 3mmm 3. Irotalmllon of IIM61 mat comply with UN erWteetwal a. ells atoll have a coati P stucco clad m accordinu Eauptlon. Safe lads for tnfllled IlMsls must m. Par IMtels lenytYp not ehaun, we safe lad P 'PILLED U2TH CaRatr I u . IAFILLED tt
<br />I w/ -.f- 3/e Ineh and/or Wuctural doaMaaM. m ary w ng o app SEE SAFE LATERAL LOAD los reduced 101. If bear th le flan Hato 1 t th ehosn 3
<br />na with A91M C-296 « otter pprowd COetM1g. TABLES FOR Loan R4T1N(i w9 aYWTITT Q •J REeae AT PRD> 11 0% 16
<br />ggegme t e to II hrJl ehmp A. U-LMtels are marufaetured elth 5 IR' lag notdan It II. Lintels loaded eHwltarieous with waiGl [ It Ise Ubn 6 1!1 IMW. 9 All safe be M unite of pond. Pr Ilneer DOT(Gff Q LafrlL CAVRY CmLL DATE: /
<br />4. C Asa, me wts (C1911 the -6 b eaeomodIt s --I cell r -.I still � >'Y a '� POR EACH ADDITIONAL 1. NA - Not Retell fool
<br />eo'^J PQ Gr 9^l"tl^9 4ollf) and hwlsanal (mtwaN bads ehwd dlaGed RERFORCM CIYJ FULL
<br />A9Tm C9m uNnblmw net arwe 9. RNwwu the CAST-CIffIE Load DNladlon Gaph brodae for the eon6lrad loading with the folloeing equation: Cp1RSE 3. 8afe bed. era eupwspoeed allosabN bad.. m. All sate IoaW based al sleply appartetl a SCALE: 1 /4"=1' - O"
<br />oo.rr-l' • m psI for Imlel dNlctlon OManetlon 4. sal. load. based on gad" 4m -gale loco .pan. Q 1- / - I Q / �'t' T
<br />9. IRA., pr AST'1 A6Pv gads 6m 6. Bottom neld added tabs to be but"d At tM bottan ' : 4.. Held rdaar. IL TM ruNaar In Un t}n perwlLLwl. a_•�,
<br />6. Prestrasl rd AST -16 of 1M IIMeI Cevi Nanlled vwtlul load. ! tilled horizontal lad R' GLR iTP 9. One 1 febar me be subetltuted fa two adiulN 1M awn reduction fa de 40 rig ova pw ty. S 10 y ge 011ANTITY OF 9
<br />g' de 2l0 low rebzelbn 1. l/32' dlemetw sake stlmlpe ere welded to the safe vwuul bed Bel® holzolel bed 9 tabors m e' 1-1. my Held added tabor. I 3 1 OF LINTEL CAv�tt��
<br />I.
<br />Ar pw ASTM C21m tyx m ar s bottom steel for nedan1-1 and'aaag". 12. Addillonel Hterei load It lob <2) 9 IEBAR 6. TFr designer nay evakHie eenewwated Exaeple 1'-6' IIMeI t .e 8F37-B eats L PE6Ne At toP D
<br />m. CA.t-in• mu earcseu m be ided M lu IN%il apse y tin
<br />P y Pfs' s obtasvd by v+e tlwigiw by providing additional relMaced GR.10 w GR60 bads hoe the safe bad tabus by gavity bad . 6417ra2 w/ 15% NOmzaeL HEWFff BOTTOM IffaiOR-aY.
<br />rn Iles of ealaete nesorry utlu. carlaele love the INnal. s.. detail et " ulculeting the -.- re -.9 niee,ela eduetlon.b412 (05) • 5501 plf l-.w I r'1BT'IDED N LNTEL
<br />cony a fit. end .hew .t d-away Iran feu of "pporl. NA'IN"tL UIDTH p, �� aOtu (vAMES)
<br />
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