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SAFE LOAD TABLES
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS
<br />0-4-
<br />SAFE LOAD - POUNDS PER LINEAO�Fl�*T
<br />2'-W(34.) PRECAST
<br />2231D914ID09
<br />3'-6' (4Y) PRECAST
<br />2231
<br />w'D
<br />amb5
<br />91D
<br />4Dm6
<br />5Da
<br />OID
<br />bMl
<br />,D41
<br />btD4
<br />alb!
<br />e»t
<br />e9Dl
<br />nemE
<br />4'-0' (48') PRECAST
<br />]S41
<br />1191
<br />3atm
<br />95b1
<br />lw
<br />aml
<br />g66
<br />26E9
<br />46mD
<br />01D
<br />ls4l
<br />Ye'14
<br />a
<br />IIa00
<br />4'-6' f54') PRECAST
<br />ISSg
<br />19DD
<br />IB9
<br />2.
<br />4318
<br />2EM
<br />bl
<br />a199
<br />N,b
<br />D4btID
<br />6v4
<br />I
<br />5'-4' (64')PIECAST
<br />1211'
<br />N!e
<br />IDla
<br />lDbm
<br />!¢a
<br />41N
<br />16b9
<br />9m3m
<br />99N
<br />TN,
<br />,
<br />ova
<br />5'-10'1192')PRECA&T
<br />1.2
<br />tlmB
<br />Hie
<br />D9I
<br />2090
<br />»H
<br />3mm9
<br />Nb
<br />Ilbi
<br />ffi3!
<br />49bm
<br />l
<br />lei
<br />b9
<br />b'-b'(l8')PfEGAOT
<br />�•
<br />2m
<br />3400
<br />9mlI
<br />a,o1
<br />4aaa
<br />MIMI
<br />908
<br />¢9a
<br />2m
<br />94Dm
<br />D9N
<br />blbm
<br />1'-6' (%V)PR'ECAST
<br />143
<br />WI
<br />n2E
<br />»
<br />12A
<br />sY
<br />aP4
<br />bbaD
<br />tdl
<br />f129
<br />b61
<br />9Bae
<br />6bN
<br />eMI
<br />M
<br />9'-4' (112') PRECAST
<br />554
<br />DY!
<br />92
<br />IDm
<br />b]5
<br />w
<br />]564
<br />94r
<br />1W
<br />4
<br />99m!
<br />10'-6Y116')PR'ECAST
<br />415
<br />Dab
<br />8BO
<br />w,
<br />2ml9
<br />nn
<br />2Db
<br />]9bb
<br />643
<br />III
<br />693
<br />fOe
<br />21H
<br />41D4
<br />II'-4' (136')PRECAST
<br />362
<br />sN
<br />t9c6
<br />1046
<br />2aa
<br />3M
<br />4mm6
<br />SN
<br />Do
<br />ION
<br />2aa
<br />a¢l
<br />4mpr
<br />W-W 044'1PRECAST
<br />331
<br />D'lm
<br />54m
<br />sTa
<br />al9
<br />¢54
<br />Il54
<br />I6D4
<br />WL
<br />115a
<br />LW-
<br />]Bms
<br />gems
<br />a862
<br />95D1
<br />I3'-4'(l60'PRECAST
<br />2SI,
<br />4li
<br />{li
<br />l9D
<br />"DS
<br />Im'I5
<br />-
<br />I4M
<br />D!B
<br />Ism
<br />tar
<br />2ae
<br />an,
<br />2Bea
<br />14'-O'(16B'JPRECAOT
<br />2-IS
<br />l0s
<br />Imm!
<br />ws
<br />tsST
<br />20
<br />lbam
<br />4u
<br />,m6
<br />t5w
<br />ws
<br />!2.1
<br />]¢,
<br />26am
<br />14'-8'lf16') ncsTle
<br />NR
<br />45D
<br />lag
<br />Dlm
<br />I9M
<br />.411
<br />an
<br />r¢
<br />15'-4'1184') F266T!
<br />NA,
<br />w
<br />tR
<br />m
<br />NR
<br />4¢
<br />io
<br />¢D0
<br />nn
<br />2-
<br />20
<br />nM
<br />111-4-
<br />R
<br />5a
<br />wgI
<br />2 l
<br />NX
<br />4e
<br />nb
<br />M
<br />a
<br />77-
<br />K,
<br />we
<br />&Tie
<br />Nip
<br />25m
<br />49m
<br />664
<br />w
<br />IOa
<br />mx
<br />C
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TTPE
<br />LENGTH
<br />aiLrt
<br />g¢-rt
<br />ens-R
<br />artm-rt
<br />bF]4-rt
<br />i29-R
<br />632-rt
<br />?m-2f
<br />aF¢-2T
<br />il9-2i
<br />Flm-
<br />®24aT
<br />BFH-2T
<br />DRl2-2T
<br />3'-6' (47') PRECAST
<br />Dl,5
<br />2655
<br />Su
<br />4-
<br />la,
<br />l,w
<br />l i
<br />DD9
<br />3524
<br />439t
<br />526a
<br />iw
<br />leml
<br />4'-O' (48') PRECAST
<br />tl69
<br />]-°05
<br />3m6m
<br />9DB
<br />4Dlm
<br />D9]5
<br />DmiD
<br />DD9
<br />29m0
<br />30i®
<br />sob
<br />4D,m
<br />Da2D
<br />bmi!
<br />4'-6- (54') PRECAST
<br />Wl
<br />2m10
<br />2-
<br />9919
<br />4mI9
<br />4lll
<br />9519
<br />¢01
<br />2m40
<br />21m2
<br />99
<br />4mla
<br />4111
<br />991f
<br />5'-4• (64•) PRECAST
<br />we
<br />nD
<br />22,
<br />2Bbe
<br />99aa
<br />-1
<br />-2
<br />eb
<br />ne
<br />vl6
<br />uIe
<br />SbD9
<br />n61
<br />io.
<br />5'-10'!l0'J PRECAST
<br />5m9
<br />2M..9
<br />a
<br />4¢3
<br />to
<br />Dbl
<br />2mem
<br />2a59
<br />Ul!M
<br />al,
<br />4D9
<br />6'-6.08-) PRECAST
<br />2a2D
<br />Hml
<br />Dsa
<br />232
<br />ll'-6•
<br />(5O')PRECASTD2/
<br />2
<br />4
<br />WlS'-4'(112')
<br />PRECAST
<br />H
<br />2D
<br />2
<br />N4-.
<br />10'-W026')PRECASTnn
<br />RDw
<br />2
<br />12'-0-(144•)PRECAST
<br />I. -I
<br />-
<br />86
<br />DeD
<br />4,m
<br />950
<br />liml
<br />DD.o
<br />13'-4'f160'PRECABT
<br />4e
<br />Dot
<br />au
<br />by
<br />aB
<br />,em
<br />ID9
<br />H
<br />169
<br />Wl
<br />4•0'(68)PRECAST
<br />In
<br />14'-0- (le') PE9lm
<br />m
<br />b1
<br />291I
<br />Le4mv11
<br />11
<br />5-4'(184)01IIE6
<br />224
<br />]w3DDIHmD49a0,6222
<br />¢16}r6
<br />H,6rD5
<br />WntI>eP4
<br />l'-4•
<br />l
<br />l(17356264•)''1)1PF9IIQCTbDTT1IE1E
<br />4l
<br />21E1''--44''
<br />b6
<br />DmDM9DM22D4
<br />ni
<br />vl
<br />O(2
<br />e2r24
<br />5l
<br />a
<br />0Y78a
<br />¢4
<br />¢4
<br />w
<br />1B
<br />495
<br />A,
<br />-x,7
<br />1
<br />SAFF QN!"rTY LOADS FOR A^ PRECAST.17" RFCFSS DDOIR ILI INTFI S
<br />GIDPGMN
<br />SAFE LOAD -POUNDS PER LINEAR FOOT
<br />TTPE
<br />LENGTH
<br />�'
<br />awe- Blew enm elesD nett- w!D-
<br />4'-4' (52') PRECAST
<br />M9 avn 32am 4l45 gal 6499 ,D61
<br />N%
<br />b91 9D59 D206 Kn ambm SIID KER9
<br />4'-6' (54') PRECAST
<br />H51
<br />DY 9m69 2Dal a56! 46N b5m4
<br />rmb abn 52m6 Don amem D415 IBB19
<br />5'-V (68')PRECAST
<br />920 TO nb 22T1 2 A01` bob
<br />ebe
<br />lei 2461 4661 6bIY4 l wil
<br />5'•10'/,0')PREGABT
<br />„m
<br />D5D bDa be>o 2¢4 2- all4 -
<br />Ie 2a42 4242 l,b 1 Bl
<br />b'-8' (8O'JPFiECABT
<br />le'1
<br />9ml � 9¢m sFB ll4l 94N ,960
<br />9m1 D2D a¢m 9m4B ,59 5415
<br />l'•6' [90•J Pff�CA6T
<br />l5G H9m Sill, 514a l]99 9629
<br />669
<br />_L41L
<br />lye H50 24D9 ills L-
<br />W-W (116-)PRECAST
<br />4Y
<br />J!b 999 D6D 9 am 4mal Sus
<br />9]6 tee Dbe 23D9 3¢D 4Dm DaDI
<br />SAFF IIPI Ill 1 OARS FOR A^ PRECAST a 7'• RFI l Drl(TR I IA INTFI S
<br />`WW-OWN
<br />SAFE LOAO- POUNDS PER LINEAR FOOT
<br />TTPE
<br />LENGTH
<br />4'-4' (92') PRECAST
<br />�-
<br />505m
<br />IDba
<br />n
<br />]al,2
<br />ew-P
<br />9m56
<br />aw-.n-n
<br />9A1
<br />sins-
<br />MA
<br />ee9o-
<br />5H0
<br />5m5
<br />16l,D
<br />2ab2
<br />9m56
<br />abl
<br />44N
<br />6Hm
<br />4'-6' (54') PRECAST
<br />abl
<br />lem4
<br />2212
<br />2S5
<br />36m1
<br />a'15
<br />4Dea
<br />Kl
<br />mm4
<br />D12
<br />lEa9
<br />96mi
<br />41w
<br />4Da
<br />5'-8' (689PRECAST
<br />¢i9
<br />f1E1
<br />2326
<br />laD2
<br />a511
<br />415
<br />l6
<br />IM9
<br />f151
<br />l92b
<br />]w
<br />a9N
<br />aW
<br />5'-10'(10') PRECAST
<br />6x
<br />wi
<br />r
<br />2m
<br />2119
<br />#
<br />nDa
<br />i»
<br />nee
<br />nK
<br />149e
<br />2111
<br />blab
<br />2-
<br />6'-V (80.)PRECAST
<br />Dim
<br />Wll:
<br />D3m,x
<br />24
<br />211111
<br />ss
<br />510
<br />b8m
<br />Dam
<br />Dam
<br />24a
<br />lal5
<br />MM
<br />1'•6' (90')PRECABT
<br />5mD
<br />2964
<br />n
<br />!16
<br />M6la
<br />]al,
<br />5mb
<br />aye
<br />1964
<br />ns9
<br />216b
<br />2.1
<br />296E
<br />S'-e' (116') PRECAST
<br />s�
<br />4D
<br />¢22
<br />lee5„
<br />2
<br />955
<br />560
<br />ImV
<br />Dr
<br />no
<br />2m.
<br />.
<br />L-2
<br />3052-SH
<br />L-s PATIO
<br />------------
<br />6068 S.GD.
<br />8
<br />(2) 3052-
<br />I
<br />I
<br />I
<br />I
<br />0 II
<br />1 11
<br />%E
<br />KITCHEN a I I
<br />DI N N
<br />cL�. . II
<br />I 11
<br />I -11
<br />8'-8' CLG.
<br />I it
<br />I
<br />I
<br />0 �
<br />PAN.
<br />STOR.I
<br />I I I
<br />I I I I
<br />8:-8• cLG. PWDR.
<br />I I I
<br />I I I I
<br />II
<br />FLEX
<br />II
<br />III
<br />II
<br />II
<br />II
<br />e'-a• cLG.
<br />I
<br />II
<br />II FOYER
<br />GARAGE
<br />L- 4 306E W/
<br />II
<br />36'X10' TRANS.
<br />i PORCH
<br />16'-0'Xl'-O'OND.
<br />L-1
<br />LINTEL SCHEDULE
<br />NOTE: THE LINTELS MAY ME SUBSTITUTED
<br />WITH LINTELS FROM ANOTHER MANUFACTURER
<br />AS LONG AS THE LINTELS ARE OF EQUIVALENT
<br />OR GREATER CAPACITY THAN THE VALUES STATED
<br />0
<br />0
<br />L- 2
<br /><^wr6*94T4LINTEL SCHEDULE
<br />LINTEL
<br />NO.
<br />LENGTH
<br />TYPE
<br />COMMENTS
<br />L 1
<br />Il'-4'
<br />8F28-I15/IT
<br />L 2
<br />4'-6'
<br />8FI6-06/IT
<br />L 3
<br />1'-6'
<br />8F24-IB/IT
<br />L 4
<br />1'-1.
<br />EFTS-ISAT
<br />L 5
<br />4'-6•
<br />8F8-I15/ITAF�V
<br />a :_
<br />L T
<br />5'-4'
<br />8FI2-05/IT
<br />L 8
<br />9'-4'
<br />W12-115AT
<br />SF12-15/IT
<br />MATERIALS GENERAL NOTES SAFE LOAD TA5LE NOTES
<br />s Sere lead .nkp based en ratbrvl drlgn .-II
<br />P� .e, I TYPE DESIGNATION
<br />I. f c 8' pece9t IYllel = 40'E19 pal I. Provide full darter bad and head 1oNMa. ACI 3b end ACT 530° I. All value. based on minleul 4 Meh 1. Por cppwite IIMeI YplGGy%aae8 wt Mein,
<br />2. 3 pr pw AS d IMLeI • 60mIP pal I. Shoe nlled IllAale ae reelulretl. IO. T exterior wrau of IdtNe Iretalled M extrlor eonaete nolnMal bearing. use safe bed hen mxtT hl,lghl ehwn.
<br />3. Grov per AST" C4,i rg 30Om 3. Irulbllan or Ilrltel must eemply with tla erd4tecwel M Yxll have a mall of etueoo Ilad In ecradanu Exceptlan: bete loads fa vinlletl IlrMle Host B. For IlMele Isglhs not Moon, use safe load F •PILLED UpiN GId'Yff / u = -ILLED
<br />I / nexmnal 3/8 plat, 6nd/or Nruaural doowunt.. meeorry ea rg app SEE SAFE LATERAL LOAD 1>. rsdua.d 2ms If been I th Is hem next < 11, shown
<br />aPe w wIN A91M C-296 a oU,ar pproved ^^•tirlg. TABLES"LOAD RATINGS "g e118 (AIAIITITY 6 9 MBAs AT
<br />ggrsgete e 0 to II Ind2 elu 4. U-LMiNe Ne mem2faclured with 5 IR' long Holden at II. LMtale loaded eMmearmue Ith vwtlul f avl Ire Wn 6 I/2 M2droe. 4 All ea/e be In units of panda p- Ilnrr rDDTTpy OF LDREL CAvnY
<br />ummpp kJ w g ty ar FOR 9A ADDITIONAL
<br />4. Concrete Mesorcy Unfts (Q'N) par the eMe W acoomodata veMleel cell reMtorcing and graxing. upllrU and haizoMel (bt>all bade Mould be checF d �DgOp q.p) q)LL 2- NR ' Noc Rated foM
<br />ASTM C50 w/mini2wm net err 5. R IIIee the CART-CRETE Lud Deflaetlon Gaph bredTr6 fa Ua aembined badhe with the follawing ee{uatian- '. • CglR,� 3. Eats bade era eupwimpuesd eliowebb beG. m. All care 1-a based on blmplg supporwed
<br />cdS2rrblve strength • mom pal for IMeI CI
<br />IMorNtlen. 4. Seta lutle baeetl on grade 4m or grade 6O
<br />9. Reber per ASTM D grade 60 b. Bohan field added mbar to be loutmd at the bottom ' . t.. Held mbar. II. The raenbr In the tpie pararapesre CJ KJ LJ 8'
<br />6. Prrtrre eVdntl 4ETM A4W of the Wt.[ uvl applied yr -I aII E.ylpllsd Inrixe I lead rz' CLR TYP S. One n mbar ma ba eubetltuted fa• two Iblutr the sell ratluetlan for de 4m
<br />In9 Fd LE 510
<br />grade 7l0 low rebxetlu 1. l/3Y dbmeur wire eurcupe ero weldetl to the Safe v 1-1 lead Safa Merixenul bed 5 rebate M 8' IIMDIe only Rsld added rear. ge OU Tiny OF 5
<br />1. Morler per AETM C210 typo M or 9 bottom Neel fa meClenlul enchxe9a 12. Additiabt bterel toed upecfty un ba 1215 IC£BAR 6. The drigrr nay evaluate concentrated Example 1'-6- 14He1 type 837-IB Safe I L Iff0A1¢ AT TOP a
<br />B. Ceet-In•pleu eencete may be provided M eonpoNte IIN61 obtah+ed by tl>m drlgner by providing atldltlonel ralNorced GR40 - GR60 lode hoe tM wfe load tabby by gravity bed 6412ret w/ 15s: L NOMMAL H=_IGHr ,
<br />In Ileu eI eenaele maeo,.y vote. conaete na above the llrxal. gee cola11 et rl ububiing tits naxmun rrl6tMg manrx aductlon.6412 (85) - 55OI pif � �-pa4ciu
<br />°�E NOMMAL UOTH
<br />and ahaar at d-away hem tau of support
<br />A R C N I T E C T S
<br />Design
<br />Group IIR.-
<br />141 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.ebdesigngroup.com
<br />AA S: 0003325
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<br />k LOTRADO
<br />T 2
<br />2
<br />PROJEC
<br />04128.00 -02002
<br />MODELS
<br />4EGB
<br />"GALEN"
<br />GARAGE SIWMG:
<br />RIGHT
<br />PAGE:
<br />LINTEL
<br />SCHEDULE
<br />150 MPH EXP. B
<br />(CAST-CRETE)
<br />ARCHITECT
<br />STATE OF FLORIDA
<br />N
<br />t I•I!1' CLEAR
<br />cnu
<br />3D IM 10/24/1.
<br />SCALE: 1 /4"= V- 0"
<br />GRQR
<br />mlg3cmT
<br />9 Town AT'IT"
<br />uNrE1. uvlm
<br />me
<br />OOTTCI'I IV?IrFORCMG
<br />I B
<br />FRONDED M LINTEL
<br />(vAPoE3)
<br />If
<br />
|