|
A R C N I T E C T >{
<br />SAFE LOAD TABLES
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />C
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TTPE
<br />LENG7N
<br />Wew
<br />-®
<br />rQ-b
<br />rle-b
<br />-
<br />eF24-b
<br />s-b
<br />rm-b
<br />2'-106(34') PRECAST
<br />2131
<br />9qD
<br />3pD
<br />�'�'
<br />4eb9
<br />e10
<br />elt9
<br />15ai
<br />ls,l
<br />Y3t4
<br />Mtb
<br />109DI
<br />bsu
<br />IBbD
<br />IYpJ
<br />(42') PRECAST
<br />2231
<br />SODS
<br />301!
<br />9,FJ
<br />b65
<br />DID!
<br />DIL`
<br />eebl
<br />154,
<br />{
<br />202
<br />103S1
<br />tbRl
<br />Ib09
<br />4'-0' (48') PRECAST
<br />g66
<br />net
<br />x1!
<br />2191
<br />4eb9
<br />JaL4B9b
<br />el0
<br />tD4t
<br />D%1
<br />8914
<br />tb94
<br />1031I
<br />a101
<br />IIeb9
<br />4--6' (54') PRECAST
<br />&,5
<br />Ises
<br />]BD
<br />]II0
<br />491s
<br />]1!I
<br />eb
<br />!M3
<br />M4l
<br />Hl6
<br />06V
<br />s4mb
<br />IbSS1
<br />D2]4
<br />ItDBD
<br />5'-4' (64')PRE046T
<br />121-1
<br />IN!
<br />30Db
<br />9xD
<br />T941
<br />l
<br />Bl9
<br />51-10'(10') PRECAST
<br />1012
<br />IIB1
<br />dl3
<br />2D4D
<br />3b0D
<br />3410
<br />usl
<br />un
<br />44lI
<br />3sm
<br />,t6s,
<br />em
<br />,Ir
<br />C
<br />PREAST
<br />"
<br />Q�
<br />Qx
<br />M,
<br />Im
<br />lleb
<br />3Nb
<br />9091
<br />s3a1
<br />l,b1
<br />13eb
<br />43e3
<br />Dma•I
<br />l'-6' (W)PRECAST
<br />143
<br />tin
<br />»92
<br />22b9
<br />LDa
<br />91D1
<br />sDaa
<br />1011
<br />Iln
<br />]661
<br />all
<br />De&
<br />8,e1
<br />64l
<br />9'-4' (111') PRECAST
<br />554
<br />•�
<br />lD1
<br />116b
<br />Q49
<br />42
<br />B43
<br />]%,
<br />]9e4
<br />94De
<br />2eB
<br />!302
<br />10'-6YI26')PRECAST
<br />415
<br />D`J!
<br />e3b
<br />Q41
<br />2019
<br />till
<br />]t63
<br />]Dx
<br />e4!
<br />IW2
<br />B33
<br />]bD3
<br />la
<br />364
<br />{,5a
<br />II'-4' (136')PRECABT
<br />362
<br />sN
<br />1Ns
<br />b46
<br />2423
<br />3Q1
<br />4BiDD
<br />Sea
<br />9N
<br />Ixe
<br />IN6
<br />2,]3
<br />3Q,
<br />121-01lH4'1FRECAST
<br />331
<br />D,0
<br />el9
<br />QD,
<br />I68t
<br />]98
<br />IEOD
<br />l9D2
<br />NO
<br />al3
<br />Q!{
<br />16a4
<br />]I99
<br />2BOD
<br />!aD]
<br />13'-4'(I60'PRECAST
<br />256
<br />All
<br />411
<br />'S"
<br />1%
<br />Ib'15
<br />4Ix
<br />1,18
<br />4!D
<br />IDx
<br />nN
<br />291e
<br />m
<br />-i
<br />14'-O'(168')PRECAST
<br />21S
<br />,bs
<br />10ba
<br />Is26
<br />""
<br />211
<br />2esb
<br />4,
<br />]
<br />,be
<br />100]
<br />B]6
<br />B9'1
<br />20T
<br />2.W
<br />14'-8'(Ilb')MelA
<br />NP-
<br />NR
<br />tR
<br />4De
<br />1es
<br />B,b
<br />IDb2
<br />nos
<br />]sr1
<br />tie
<br />15'-4'l184') FRE6TR3eee
<br />NV-
<br />'m
<br />FR
<br />Ne
<br />Fee
<br />N[
<br />{Q
<br />ll0
<br />Ili!
<br />2323]
<br />NB
<br />Il'-4' (208')FRaeneaese
<br />NR
<br />Ne
<br />ele
<br />tee
<br />M
<br />Ne
<br />NR
<br />x1e
<br />9x
<br />Yb
<br />m.
<br />K00
<br />b49
<br />]b/1
<br />IS'-4'(231')FeEeTee
<br />NR
<br />'�
<br />eaa
<br />N2
<br />NR
<br />2n
<br />4B
<br />MO
<br />1091
<br />m
<br />ID6
<br />nB
<br />21'-4' (256')FRaenb
<br />N.R
<br />Im
<br />Rai
<br />rR
<br />M¢
<br />em
<br />IN
<br />34b
<br />ei9B
<br />84D
<br />IIN
<br />1999
<br />1A-
<br />22'-0Y264')rse:eTlr
<br />NR
<br />NR
<br />eYe
<br />Ne
<br />Ne
<br />Ta¢
<br />IN
<br />36
<br />DDO
<br />la4
<br />WIl
<br />QDD
<br />B49
<br />24'-0T280')Flffa
<br />NR
<br />fat
<br />Fn
<br />NR
<br />He
<br />He
<br />N¢
<br />twe
<br />QD
<br />25b
<br />4Dm
<br />6s4
<br />ew
<br />m2
<br />SAFE UPLIFT LOADS FOR 8" PRECAST A PRESTRESSED U-LINTELS
<br />C
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />a ff
<br />-o'
<br />rb-rt
<br />rem-rt
<br />ll -rt
<br />ms-rt
<br />r92-rt
<br />w-2T
<br />r12-2T
<br />rB-2T
<br />-2
<br />r24.2T
<br />-6=2T
<br />r923T
<br />3'-6' (42') PRECAST
<br />B69
<br />2_
<br />-1
<br />1-
<br />D2e3
<br />61.
<br />tb01
<br />2e96
<br />-1
<br />-
<br />see!
<br />6
<br />4'-0' (48') FRECABT
<br />Oef
<br />23ft
<br />9b60
<br />3r!
<br />b Nli
<br />D325
<br />i019
<br />1363
<br />230D
<br />3060
<br />-
<br />-
<br />ebl9
<br />(54') FREGAST
<br />QOl
<br />Se40
<br />21b1
<br />93M
<br />-1
<br />,3M
<br />II
<br />93M
<br />120'1
<br />20b
<br />2,e1
<br />33M
<br />,b,3
<br />4111
<br />9311
<br />S'•4' (64')PRECABT
<br />101i
<br />nB
<br />I2t&
<br />lax
<br />33D9
<br />se61
<br />asn
<br />i—
<br />tie
<br />n,e
<br />Iex
<br />3sD3
<br />—1
<br />4su
<br />5'-10'(l0') PRECAST
<br />Ba
<br />]919
<br />3
<br />,03
<br />929
<br />I"1
<br />]020
<br />2-
<br />a-
<br />-m
<br />aa9
<br />6'-6' (l8') PRECAST
<br />999
<br />IM
<br />]3n
<br />2
<br />n51
<br />91Q
<br />699
<br />IeM
<br />23n
<br />21Db
<br />32DI
<br />31Q
<br />l'-6' (90'J PRECAST
<br />,T
<br />10'6
<br />lex
<br />2
<br />24
<br />]a2
<br />sn
<br />4
<br />.24
<br />2426
<br />n2,
<br />3ne,
<br />S'-4- 02-) PRECAST
<br />N1
<br />:B
<br />5rA
<br />2
<br />19
<br />b43
<br />M t
<br />n94
<br />2OB
<br />10'-b'(126')PRECAST
<br />93b
<br />9l
<br />9B
<br />BD
<br />—6
<br />Il
<br />2.1
<br />930
<br />63D
<br />Ib9
<br />w12.
<br />-a
<br />]059
<br />2-
<br />11'-4' OW)MWCAST
<br />lA
<br />wal.
<br />m
<br />60
<br />IDS
<br />49a
<br />I e0'I
<br />104
<br />Bn
<br />B49
<br />BBw
<br />2B1
<br />11'-O'(144')FRECABT
<br />Alb
<br />124,
<br />398:
<br />IB3
<br />Beg
<br />1—
<br />4tb
<br />s!P
<br />11D2
<br />m
<br />20
<br />13'-4' (160'-PRECAST
<br />4B
<br />s6,
<br />1
<br />W
<br />021
<br />4
<br />lB0
<br />IB9
<br />4
<br />1e59r
<br />l
<br />I4'_0'(168')PREGAST
<br />361
<br />3D8
<br />124
<br />Q
<br />41b
<br />A.
<br />111
<br />—3
<br />1
<br />BW
<br />—
<br />I4'-8'(Il6')PREDTIaa9a
<br />23D
<br />246
<br />99,
<br />!99
<br />a
<br />—a
<br />V
<br />8a5
<br />9M
<br />lal
<br />n
<br />IS'-4' (IB4') FIPEBTIIE89E
<br />n,
<br />ub
<br />30
<br />3ee
<br />er
<br />e]l
<br />,e
<br />Q
<br />9x
<br />N4•
<br />Il'-4' (208• PIffDTREDDe
<br />bl
<br />B2
<br />2e9
<br />sets
<br />D I
<br />l,m
<br />s
<br />l!4
<br />al!
<br />uv
<br />19'-4'(232')fRE9
<br />.2
<br />2n Aj
<br />A•n
<br />D1
<br />e41
<br />141
<br />21'-4• (1sb'rlffeTt�
<br />the
<br />lag
<br />W
<br />2e3
<br />20,
<br />2.
<br />4n
<br />3b1
<br />!,9
<br />6n
<br />3d
<br />D3l
<br />esl
<br />12.
<br />ml
<br />21'-O'(264'Mr.EBTPE
<br />l
<br />Bl
<br />IDl
<br />29D
<br />3x
<br />9l9
<br />DI
<br />]
<br />e
<br />DY!
<br />24'-0Y2B8')FtaEellr
<br />Q4
<br />24
<br />nD
<br />m
<br />L,
<br />S9
<br />9,2
<br />459
<br />41D
<br />4g
<br />Ml
<br />-1
<br />a,e
<br />0--*—
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />LENGTH
<br />-
<br />ewe- claw-e elzle-B rm- esu- ae-
<br />4'-4' (529 PRECAST
<br />b99
<br />Il4D 3359 92ab 49,9 D,]I 1419 1-1
<br />ID91 x09 f3Be 6639 ib60 DIM Ib'B99
<br />4'-b' (54•) PRECAST
<br />49s
<br />90e9 2DD2 s96a 5924 e1b4
<br />fBD x99 9MD 6639 AD40 MM 10693
<br />5'•8' (68')PRECABT
<br />met M n. tin 2s39 940] ease
<br />e66
<br />IB1 2481 ,Del 6361 ,•yl 1911
<br />5'-10'(l0'J PRECAST
<br />61b
<br />ess t693 4om 2Q4 ]e4D 9n4 9,bb
<br />Ib -2 4I,2 ib l el
<br />6'-S' (80')PRECAST
<br />l31
<br />�I Bn 3Qb 5dD ll,l 944s I13e0
<br />1el B2D 312b 9dt Me MM
<br />(W')PRECAST
<br />1. 1,9p ]A. 3116 0,43 1291 -23
<br />60D
<br />1" 2Ae1b 31' —39'-8'
<br />(IIb') PRECAST
<br />A.
<br />22 x9 ,091 Sue
<br />42e D39 6eB 3M9 3Q9 4150 •i9'Y
<br />CAs71•Cwm
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TTPE
<br />LENGTH
<br />•la
<br />2T
<br />4'-4' (52') PRECAST
<br />16ee
<br />2—
<br />13b5i
<br />.1s1w
<br />AA.
<br />914m
<br />905
<br />4ea
<br />Ix]
<br />3096
<br />3MI
<br />,A.
<br />914b
<br />FRECAST
<br />86l
<br />4m4
<br />tin
<br />219D
<br />3601
<br />Q'$
<br />49,3
<br />eel
<br />16b4
<br />3eb,
<br />-1
<br />5'-8' (68') PRECAST
<br />M
<br />Qe1
<br />m,2
<br />]vD
<br />tie
<br />AM
<br />3e2
<br />a1x
<br />6M
<br />QeD
<br />i'MI
<br />23M
<br />]8S4
<br />33aI
<br />9DI1
<br />P 5'- 10'(10') RECAST
<br />eD9
<br />Qmf
<br />n4e
<br />22D1
<br />2119
<br />Saar•
<br />I,e!
<br />659
<br />Q39
<br />n,e
<br />22%
<br />T,s
<br />32u
<br />2t99
<br />6'-S' (B0•) PRECAST
<br />9T0
<br />SM-
<br />B90
<br />Flab
<br />24
<br />2eM
<br />39a
<br />910
<br />IQ'!'0
<br />B!b
<br />Fbb
<br />]4n
<br />2-
<br />99n
<br />(90')PRECAST
<br />'
<br />l42
<br />a04
<br />2
<br />.
<br />9be
<br />a1D
<br />1364
<br />TbD
<br />2be
<br />2-1
<br />2Dea
<br />(II6') PRECAST
<br />999
<br />M
<br />8e4w
<br />Qn
<br />2
<br />399
<br />D60
<br />w2
<br />Is-
<br />nQd
<br />able
<br />2l91
<br />L— 3
<br />L— 4
<br />(2) 3052-SH
<br />LANAI LIVING ROOM
<br />8'-8' CLG. 8'-8' CLG.
<br />R910IG
<br />1 ------ I W.I.C.
<br />I I
<br />—
<br />®I I
<br />--� KITCHEN
<br />r--
<br />8'-0' CLG. LAUN. I
<br />PAN. R — —
<br />'-8'
<br />BDRM.#3
<br />8'-8' CLG.
<br />• 34-�i BATH
<br />BDRM•#2#2
<br />8'-8' CLG.
<br />0
<br />LINTEL SCHEDULE
<br />ENTRY
<br />ECG.
<br />L— 3
<br />(2) 3052-SH
<br />EGRESS
<br />OWNER'S
<br />SUITE
<br />8'-8' CLG.
<br />O 0
<br />BATH
<br />8'-8' CLG-
<br />O
<br />BEIM. #4/
<br />DEN
<br />8'-8' CLG.
<br />16' -0'X V-O'O.EID-
<br />------------ --------
<br />L-1
<br />4^%T`-4^1G,r4 LINTEL SCHEDULE
<br />LINTEL
<br />NO.
<br />LENGTH
<br />TYPE
<br />COMMENT5
<br />L I
<br />Il'-4'
<br />8F28-IB/IT
<br />L 2
<br />4'-6'
<br />SFib-06/IT
<br />L 3
<br />l'-6'
<br />8F16-15AT
<br />L 4
<br />ll'-4'
<br />8FI6-115AT
<br />L 5
<br />V-4'
<br />8FI6-IBAT
<br />L 6
<br />1'-6'
<br />8F24-IB/IT
<br />L l
<br />4'-6'
<br />8F8-iB/IT
<br />ASV. DOOR ASSEMBLY, BOTTOM OF LINTEL a 8'-0' AFF.
<br />L 10
<br />5'-8'
<br />8FI2-08/IT
<br />LINTEL SET 8' BACK FROM FRONT OF HOUSE
<br />NOTE:
<br />THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER
<br />MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
<br />GREATER CAPACITY
<br />THAN THE VALUES STATED
<br />MATERIALS
<br />I. rc IMlel 4b00
<br />GENERAL NOTES
<br />I. full
<br />1. Sere lose reling based an retlor4l deei9n anelyele P.
<br />�, I
<br />�a
<br />SAFE LOAD TABLE NOTE$
<br />TYPE DESIGNATION
<br />8' preuet pal
<br />T. rc prmwseed Ihlel . 60b0 p•I
<br />Provide morter betl and hmtl Joxas.
<br />2. 9Nore tilled 1-1, ee requlrmd.
<br />ACI 31B And ACI 530
<br />m. Th. aztelar wfam or IIMe4 hmlelbd In - —I- concrete
<br />I. All velum bawd on mmimsl 4 Inrh
<br />romlrol ber6g.
<br />l Fu compoelts IIMaI hef¢H rot •Noun,
<br />vee re bdd non next Tower ]rigs ehoun
<br />3. Gout per ASTH G16 r'g 3bZt9
<br />pel w/ Mzrmun 3/8 YKfi
<br />3. hw414tlan d 14te1 mwt eo'VhJ w1U tY1e erdvtaetval
<br />and/w •tn,ctural doamai4.
<br />uBl4 Nall hew a cost r stases IIW b aceadenu
<br />way I^9 o ePP
<br />SEE SAFE LATERAL LOAD
<br />E:uptlrn: Safe load• fd :nnlled Ibtele ewt
<br />be rec4ced by 101. rI beerlrg Irg1Y1 la
<br />A. For Ihb4 bgU1e rot •Ylouel, uw ufe load
<br />hon nett longest IenJth eYwm
<br />F •FILLED WTN C�Ui 10 •UNFILLED
<br />9gegate I B to II Inch slump
<br />4. Concrete MesorrymUnlle (Cl-NJ
<br />4. U-LIMsI• are menufeeUmetl with D 1/1• Ior19 motmre at
<br />lYr stria to eecemetleta vrtlul ralnracMlB drd
<br />wllh ABTM IC or elhr ad coal
<br />apprev I^9
<br />e. LIMeI• laded •imultaneauely wllh v®tlul (g Ity a
<br />TABLES FOR LOAD RATRIG
<br />FOR EACH ADDITIONAL bs• than 6 N Iridre.
<br />NJt Rated
<br />9. All seta loads In wits of pounds pa Ilnur
<br />my
<br />rrr---OYWtITY OF S REBAR AT �
<br />1 BOTTOM CF LMTEL CAVItY td
<br />pr
<br />ABTM G90 wdnMb rlet eree
<br />19mB
<br />all growling.
<br />S. Reference tb CAST-CRETE Load Derleetirn Gaph brodlre
<br />fp
<br />tplln) and horizonlel (bteraU beds eNoub bs dxcMsd
<br />rot Ur combined bedirrj wIN Ur folldulrg eelWlloni
<br />1iERSORCED OFN FULL
<br />CplR9E
<br />2. •Not
<br />3. We beds ere euprrpoeed ellowabb beds.
<br />fool
<br />10. All We loads ba•etl on ereply •uppMlatl
<br />n
<br />ep}Ymelve sirenglll • p•1
<br />s. Reber ABm A615
<br />IMlel defblen Mfdnel etlen.
<br />Bettam neld ee4letl rber to be bcetetl at the boltan
<br />4. Bete load! Wed M gatle 40 p ride 60
<br />g
<br />neld
<br />II. T�v nlwlber M Uv U1e
<br />a� � � — 1 5 / I T
<br />pr gads
<br />6. Re•4roMg eVerd pr ABTM A416
<br />of the Imlel uvlly.
<br />gx+llsd vwereel bed � AaTt211ed InrlTaMel Iced
<br />R' CLR TYP
<br />rebar.
<br />5- Orr P rebar may be eublulutetl ra Lwo
<br />persM/w4
<br />Irdlutm Ur perca4 rmductlon fw gads 40
<br />I_
<br />grede 2,0 bw rabeallontllemgtr
<br />Florlx
<br />wMe ellnt�2s aro welded to the
<br />Safe vwllcel load fiefs hcT120Me1 bdd
<br />9 rebero In B' INMIe OnkJ
<br />rleld ridded -bar.
<br />fglellTlTT OF 9 �
<br />1. pr ASTM C210 type M w 8
<br />bottom steel for meehanlul enr}prage.
<br />12. AddlUonal 41ra1 loss upaelty un bs
<br />(21 9 REBAR
<br />6. TM dmigrr My evaludb wricentrated
<br />Eumpls l'•6' lintel lyw S32-I8 sets
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<br />1441 N. RONALD REAGAN BLVD.
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