|
SAFE LOAD TABLES
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />GAFF fzRAVRV I DADG FDR R^ PRF('.AGT A PRFGTRFC. n ILI INTFI G
<br />CweeCeww
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />LENGTH
<br />8118
<br />arse
<br />eFn-e eve-e
<br />-
<br />+-
<br />-
<br />-e
<br />2'-10'(34') PRECAST
<br />2231
<br />3069
<br />9mbe
<br />46m5
<br />46m9
<br />Itl
<br />iltl
<br />lltl
<br />1s4,
<br />em4
<br />8e14
<br />esss
<br />IDle4
<br />roes
<br />3[e9
<br />3'-6' (42') PRECAST
<br />2231
<br />3�s
<br />9me9
<br />91D
<br />Irm6
<br />Sbl
<br />elm
<br />1941
<br />6034
<br />4
<br />'J603
<br />eD-i1
<br />109p1
<br />I
<br />4'-0' (46') PRECAST
<br />pw6
<br />]961
<br />Mai
<br />2T51
<br />46m9
<br />lira
<br />ma
<br />,see
<br />1941
<br />5e61
<br />6814
<br />lM4
<br />MSt34
<br />awl
<br />Ie1609
<br />4'-i 154') PRECAST
<br />1593
<br />ail
<br />2-
<br />21w
<br />.1.
<br />Sell
<br />SIP
<br />l6!
<br />1911
<br />A16
<br />abl3
<br />1400
<br />1D]ZI
<br />324
<br />IKm!
<br />5'•1'(64')PRECAST
<br />12r1
<br />.49
<br />14%
<br />.•-•
<br />]%0
<br />9ns
<br />9eN
<br />4MB
<br />KbS
<br />301m
<br />sl69
<br />1911
<br />T942
<br />e1%
<br />wn
<br />5'-WOO')PRECAST
<br />062
<br />Im9
<br />m19
<br />K91
<br />20sm
<br />3sN
<br />341A
<br />H91
<br />2e22
<br />,lN
<br />1w,
<br />w
<br />lbl
<br />61-6108') PRECAST
<br />y®D
<br />¢%
<br />¢%
<br />2111
<br />21"
<br />n4em
<br />31A0
<br />3m31
<br />l3N
<br />110,
<br />else
<br />43e!
<br />smel
<br />l'-6' (90')PRECAST
<br />143
<br />1A11
<br />nM
<br />MID
<br />2301
<br />Y
<br />Imo
<br />n2e
<br />266I
<br />3s96
<br />16A1
<br />ANTI,
<br />e4
<br />9'-4' (112') PRECAST
<br />554
<br />693
<br />Tan
<br />1Km
<br />¢49
<br />K29
<br />N+!
<br />]!f•,
<br />tlu
<br />!IN
<br />9
<br />]e2e
<br />1
<br />99m]
<br />10'-6YD6')PRECAST
<br />415
<br />s%
<br />Ds0
<br />¢41
<br />]0s9
<br />I1YI111
<br />]W
<br />2sle
<br />w
<br />1As
<br />D%
<br />2-
<br />2Ta
<br />!r4
<br />4ts4
<br />II'•4' lI36')PRECAST
<br />361
<br />3N
<br />l,6
<br />B4r
<br />Wr
<br />2.
<br />9121
<br />,oAr
<br />w
<br />9+5
<br />Obe
<br />mw
<br />2Q
<br />3¢1
<br />Amer
<br />U'-O'(H4')PRECAST
<br />331
<br />51m
<br />Gil
<br />nv
<br />bM
<br />21A3
<br />2eoD
<br />%st
<br />94m
<br />Bl3
<br />nZ4
<br />YM
<br />219!
<br />tees
<br />3e92
<br />19'-4'060'PRECAST
<br />256
<br />411
<br />411
<br />1ls
<br />1.
<br />ImlS
<br />W.
<br />MM
<br />Ill
<br />23316
<br />2AN3
<br />2693
<br />H'-C'(168'JPREGA9T
<br />219
<br />42+
<br />,mb
<br />1mM
<br />D2e
<br />Kel
<br />]Ul
<br />]6!m
<br />H2
<br />10e
<br />Imm]
<br />l9ae
<br />K91
<br />2n1
<br />tale
<br />14'-8'1116'J naeTleeee
<br />NR
<br />Na
<br />NR
<br />NR
<br />NR
<br />Ne
<br />,98
<br />le3
<br />tltm
<br />ISM
<br />a241
<br />26n
<br />a1¢
<br />15'-4'(184', naEaTle:9eE
<br />NR
<br />NR
<br />f1e
<br />"ae
<br />"1e
<br />N1e
<br />NR
<br />4n
<br />1.
<br />115,11
<br />Mill
<br />Z01411
<br />2320
<br />25M
<br />Il'-4' (208')Peeetwe
<br />NR
<br />tw
<br />Na
<br />Ne
<br />-
<br />Nit
<br />Ne
<br />Ne
<br />lino
<br />ale
<br />slo
<br />132e
<br />Kml
<br />bal
<br />2m41
<br />19'-4'(232')PMDtM
<br />NR
<br />N¢
<br />NR
<br />N¢
<br />N¢
<br />w¢
<br />2
<br />2%
<br />b
<br />l90
<br />1011
<br />net
<br />DD
<br />nb
<br />21'-4- (256')Pwea
<br />NR
<br />fit
<br />Nr
<br />NR
<br />Ne
<br />NR
<br />NR
<br />1a¢
<br />rem
<br />3,0
<br />596
<br />a4D
<br />m4
<br />I%l
<br />Is66
<br />22'-0Y264')-_I
<br />NR
<br />N¢
<br />fee
<br />Nr
<br />Ne
<br />NR
<br />Ne
<br />NR
<br />Ib9
<br />3s
<br />llm
<br />w
<br />w41
<br />nab
<br />24'-0T2E$')F18artEABE
<br />NR
<br />NR
<br />�
<br />NR
<br />N[
<br />NR
<br />NR
<br />Ne
<br />�
<br />elm
<br />Ile
<br />e64
<br />nu
<br />GAFF IIll IFT I MM FMA' PRPrAGT A PRFGTRFCRFn IIJ INTFI G
<br />CAlwl'GNw
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TYPE
<br />dD-rt
<br />6¢-rt
<br />�Ib-rt
<br />AF}m-tt
<br />aPu-rt
<br />-IT
<br />TLENGTH
<br />2Fe-21
<br />6Fn-2T
<br />ii` ST
<br />m-}
<br />4-2i!]e-]T
<br />Afl2-2T
<br />Bee
<br />2r-A
<br />%b
<br />4994
<br />ltu
<br />ow
<br />line!
<br />S'•6' (42') PRECAST
<br />G9
<br />ao%
<br />%a4
<br />4991
<br />s r3
<br />eDt
<br />1001
<br />4'•C• (48') PRECAST
<br />lN'9
<br />alms
<br />3m6m
<br />!e5
<br />N10
<br />sl}s
<br />-a.
<br />qb9
<br />I
<br />3or0
<br />3M
<br />Nlm
<br />6m19
<br />4'-6• (54',1 PRECAST
<br />no'I
<br />xm4m
<br />x1m1
<br />3315
<br />4043
<br />; m
<br />sna
<br />n0T
<br />am40
<br />tl0l
<br />331s
<br />-1
<br />4111
<br />lll9
<br />51•4' (641)PRECAST
<br />'
<br />IIDn
<br />n
<br />2-
<br />3391
<br />liwl
<br />4522
<br />Imb
<br />n5
<br />le
<br />1 2-
<br />SIwl
<br />1522
<br />9'-10'(l0')PRECA9T
<br />909
<br />Fib
<br />-A
<br />311
<br />362M.
<br />4133
<br />9291
<br />2e
<br />-
<br />1 3.1
<br />!e]m
<br />.01
<br />PRECAST
<br />D%
<br />2139
<br />21
<br />isl
<br />9ln
<br />6%
<br />um1
<br />mb6
<br />23n
<br />}llm
<br />s}l1
<br />11¢
<br />Txl
<br />106
<br />K24
<br />2-
<br />1'-6' (90') PRECAST
<br />.4
<br />424
<br />Tenl
<br />24]
<br />]
<br />!]20
<br />9'-4' (112') PRECAST
<br />ri
<br />K6
<br />2D
<br />ri
<br />Af•2
<br />tlb
<br />K4!
<br />erg
<br />TSSI
<br />261%
<br />IC'-6'(12W)PRECAST
<br />l30
<br />9
<br />Ew
<br />lee
<br />W
<br />n
<br />2p1
<br />930
<br />699
<br />tle0
<br />NV
<br />IY3
<br />Tess
<br />]3K
<br />(136')PRECAST
<br />4l1
<br />Im9
<br />¢11
<br />DB
<br />M!
<br />49+
<br />60l
<br />tlV
<br />b49
<br />nD.�
<br />bl
<br />41m
<br />V4
<br />33e
<br />e,
<br />•
<br />EwE
<br />12'-O'(144')PRECA9T
<br />4Tm
<br />-
<br />t30a
<br />ee a
<br />S
<br />13'-4' (160'JPRECA9T
<br />+e
<br />__j
<br />1373.
<br />b
<br />,bin
<br />,am
<br />N
<br />b6,
<br />36s
<br />358
<br />124
<br />sis
<br />e6
<br />14'-O'(168'JF'RECAST
<br />410
<br />,N
<br />In
<br />wK!
<br />14'-D'(Il6')-STREW
<br />}
<br />346
<br />33+
<br />399
<br />920
<br />663
<br />1la
<br />82l
<br />19m
<br />a
<br />De
<br />II31
<br />n
<br />4
<br />3tl
<br />,
<br />btl
<br />L
<br />1
<br />15'-4' (184') PREeTI�
<br />I1'-4' (208'.PRaITRE
<br />b1
<br />M
<br />2o3
<br />line
<br />see
<br />NI
<br />Itll
<br />9
<br />R19
<br />19'-4'(232'1 PRs81e[88E
<br />1a9
<br />,4m.
<br />l4l
<br />64
<br />l4l
<br />Kb
<br />363
<br />4a9
<br />b 9
<br />841
<br />nal
<br />21'-4' (256'PI�aTIffseE
<br />R2
<br />H3
<br />x¢w
<br />332
<br />x1
<br />9l3
<br />!sl
<br />ell
<br />ltl
<br />sb
<br />22'-O'(264')FREb
<br />tll
<br />tll
<br />Dl
<br />223
<br />2%
<br />%A
<br />9l
<br />919
<br />N
<br />66
<br />e
<br />Y!l
<br />24'-0Y288')PRE6TIE
<br />R4
<br />¢4
<br />119
<br />]'0I
<br />]6l
<br />SD
<br />W
<br />496
<br />4K
<br />4.
<br />19l
<br />srl
<br />16
<br />Ce--*_
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />rYPE
<br />LENGTH
<br />cab
<br />erwa- ewe-
<br />ewu.e wl.-e ee»- aeNK- so-
<br />4'-4- (52') PRECAST
<br />K%
<br />n49 3369
<br />la60 Ole 9421 e,99 l9rl
<br />bl1 3699
<br />b]mb K39 ambm 9419 IAeeH
<br />4'-6- (54') PRECAST
<br />1494
<br />D% 3069
<br />2112 3969 49f6 4 e904
<br />I196 %Y!
<br />92mb be% A%m 9fll 1m019
<br />5'-8' (68')PRECAST
<br />>20 min
<br />11K 2211 9402 39K
<br />ebb
<br />IK1 24e1
<br />-1 6969 lsn all
<br />5'-10'(109PRECAST
<br />yin
<br />099 b99
<br />Kmm 2n4 264e 9114 31ao
<br />Ilb 2343
<br />,a43 bb% 1 8l
<br />6'-El'(80')PRECA9T
<br />-51
<br />�1 eT9
<br />3¢0 lmb ll4l sue 1960
<br />eel en
<br />3nm loos 1e5
<br />1'-b' (90•)PRECAST
<br />1. 1490
<br />].-- 1116
<br />206 llle U
<br />H4.
<br />-a''FRECAE,---Dee
<br />2211 3
<br />22l)tl9
<br />SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U.1 JNTELR
<br />4CM7-0M
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TTPE
<br />LENGTH
<br />4'-4' (52') PRECAST
<br />+e'e
<br />16u
<br />txt
<br />l0lb
<br />SAI2'
<br />4449
<br />eR0
<br />eeln
<br />Kbe
<br />2362
<br />9Cl6
<br />3A1
<br />44.f9
<br />sN0
<br />4'-6' (54') FRECAST
<br />bl
<br />1iO4
<br />nv
<br />alas
<br />9s01
<br />N1/
<br />4949
<br />a61
<br />Kot
<br />stir
<br />mal
<br />3601
<br />lr.
<br />S'-B' (68') PRECAST
<br />en
<br />abe
<br />n
<br />tits
<br />-4
<br />Het
<br />�l
<br />II
<br />619
<br />¢69
<br />Il9T
<br />13a6
<br />2694
<br />9!A}
<br />Sill
<br />5'-10'(10')PRECA9T
<br />¢ml
<br />n,b
<br />2259
<br />2T*
<br />9a
<br />sill
<br />6l9
<br />n99
<br />nor
<br />2-
<br />TV
<br />0-
<br />2,e1
<br />(80'1 PRECAST
<br />9l0
<br />929a,
<br />Dam
<br />es0
<br />24
<br />26K
<br />132
<br />9tm
<br />10e0
<br />530
<br />110l
<br />242s
<br />26M
<br />!!2e
<br />1'-6' (90')PRECAST
<br />504
<br />142-
<br />nb,
<br />n6
<br />2
<br />1461
<br />90e
<br />89A
<br />-1,
<br />n6l
<br />2K6
<br />2561
<br />T960
<br />9'-S' (IIII PRECAST
<br />3-L
<br />U22
<br />2
<br />!Y
<br />9601
<br />2
<br />tleb
<br />Ilml
<br />MK
<br />a%I
<br />L- 4
<br />L- 3
<br />(2) 3052-SH
<br />L- 3
<br />(2) 3052-91-4
<br />EG(ESS
<br />1
<br />LANAI
<br />LIVINGS
<br />8'-8' CLG.
<br />LROOM
<br />G.
<br />I
<br />i
<br />OWNER'S
<br />I
<br />SUITE
<br />6068 SGD.
<br />8'-S' CLG.
<br />-- L-6
<br />DINIOMNG
<br />RO
<br />I
<br />I
<br />•
<br />I
<br />r
<br />u -
<br />0
<br />BATH
<br />I
<br />W.T.C.
<br />0
<br />KITCHEN
<br />r - -
<br />-
<br />8'-a' CLG.
<br />LAUN. I I
<br />I -----
<br />8'-8' I I
<br />CLG. L - - J
<br />I
<br />PAN.
<br />8' G.
<br />I
<br />I
<br />BDRM. #4/
<br />L_2
<br />CLG.
<br />_
<br />m(e
<br />0w
<br />I
<br />II
<br />II
<br />II
<br />N
<br />a1w
<br />-
<br />BDRM.#3
<br />II
<br />-
<br />- 8'-8' CLG.
<br />r-----� 0
<br />-
<br />II
<br />II
<br />II
<br />I I
<br />L-----�
<br />_O
<br />BATH #2
<br />- 8'-6' CLG.
<br />-
<br />GARAGE
<br />i
<br />- rnvti
<br />ti
<br />BDRM #2 I I I
<br />8'-8' CLG. 8•
<br />ENTRY
<br />I - L'-7
<br />I
<br />(2) 3052-81-1
<br />I ----
<br />EGRESS
<br />I
<br />16'-0'Xl'-O'OHD.
<br />- - - - - - - - - - - - - - - - - - - -
<br />LINTEL SCHEDULE
<br />4IIIIIIII'ST"IN110AV1WLINTEL SCHEDULE
<br />LINTEL
<br />NO.
<br />LENGTH
<br />TYPE
<br />COMMENTS
<br />L 1
<br />11'-4'
<br />SF28-IBAT
<br />L 2
<br />4'-6'
<br />8FI6-01EI/1T
<br />L 3
<br />l'-6`
<br />SFI6-I5/IT
<br />L 4
<br />II'-4'
<br />8FI6-115AT
<br />L 5
<br />V-4'
<br />BPIb-IBAT
<br />L 6
<br />1'-6•
<br />BF24-I5/IT
<br />L 7
<br />4'-1b'
<br />8FS-I15/IT
<br />ABV. DOOR ASSEMBLY, BOTTOM OF LINTEL . 8'-0' AFF.
<br />L 8
<br />-
<br />-
<br />NOT USED
<br />L 9
<br />5'-8'
<br />SRF6-0B/IT
<br />LINTEL SET 8' BACK FROM FRCNT OF HOUSE
<br />L 10
<br />-
<br />-
<br />NOT USED
<br />L II
<br />-
<br />-
<br />NOT USED
<br />L 12
<br />-
<br />-
<br />NOT USED
<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 THAN THE VALUES STATED
<br />MATERIALS
<br />GENERAL NOTES
<br />q Safe load ratNq based ell ratio ii dsalgn w tpio par
<br />sore
<br />�, �°
<br />SAFE LOAD TABLE NOTES
<br />TYPE DESIGNATION
<br />I. rc e' pretest ImWI • 4000 p,l
<br />1. nc pree4essad lintel 6000 p,l
<br />1. Aovlde full -1 bed and Mad Join!,.
<br />2. 8hae filled ImteK a, regained.
<br />31A and ACT 530
<br />10. TM exlerl- ewfeea of 1..6 installed In ex Ia eeneretaZ
<br />I. All values based an nlnimun 4 Ir .)1
<br />1. For composite IIMeI Mlghle rot Shaun,
<br />use fe load ham - lower MIgM Shown.
<br />F FILLED wTN G T / U I LLLED
<br />3. G-out per ASTM C416 re 3000
<br />asl w / maximum 3/8 inch
<br />ggregale 4 S to 11 Inch ,IwP
<br />3. m,ulbtlon of limei ever comply wIUT U» archltettwel
<br />and/or ,Vuctural docunamne.
<br />4. U-Lbtel, ere merufectwad with 5 In' long ratcfe, at
<br />ma ywalls shall have a Saari N stucco Iled In aeeatlanu
<br />'g epp
<br />wllh A61M C-296 a other approved COaling.
<br />11. LlnLels loaded elmultersrouely with vertical (gravity of
<br />Exuptlon� Safe load, for tnfllled Imle11 nwt
<br />SEE SAFE LATERAL LOAD be reduced 2oR tf bear U1 le
<br />TABLES FOR LOAD RATINGt
<br />1 ttwn b 112 Inches.
<br />S. For 1-1e lengths rot Shaun, we ufe load
<br />hoe next I h efwn
<br />gt
<br />S. All wra loads m -.te of po per linear
<br />t-aIANTItt OF 5 REBAR AT
<br />OF LINTEL CAVITY
<br />4. Concrete Meaorcy Un1U (CFNI pt
<br />1he srde to eccanodete vetleel ten rehr«ring and grouting,
<br />yallnl and hurl:dHal naterau bad. .boas bbee Weckad
<br />FOR EACH ADDITIONAL
<br />REIPFORCED CHU RILL
<br />2. NR .Not Rated
<br />feat
<br />�BOTfOH
<br />QQQ
<br />ASIf'I C90 wAn(nisNm net Brae
<br />9. Refawlea U CAST-CRETE Load Catwctlon Graph brocaure
<br />for Ua canbined boding wllh lM following eg.tbru
<br />COURSE
<br />3. Sore loads are superhyaooed ellauable I.-
<br />W. All sa re loads based on elanaly supported
<br />n
<br />eoapres,lVe etrergth %00 p,l
<br />5. Reber per AS M A615 grade 60
<br />fa IinLe1 dellscllon mfanatbn
<br />6. Behan flMd added rebar to be located at tM tartan
<br />4. Saro loads based en grade 40 a grado 60
<br />Held rebar.
<br />Wa
<br />IL TM -in In Uv the
<br />81- 1 /_ - 1 Q /1 T
<br />CJ ICJ 4J
<br />4
<br />b. R'r,Ve„1 Vwd ASTf1 A41b
<br />ng •
<br />of Vw IINAI dolt .
<br />9
<br />[W Ilad v�t1u1 bed Applwd MrlTemtel bed
<br />S I®
<br />Safe 8afa horiza+lal
<br />n' CLR TYP
<br />5, O,w 1 rebar ma be wbetlWled for two
<br />y
<br />parenthaels
<br />Irdlcatee the percent reduction for grads 40
<br />S
<br />tI
<br />grade 210 Iw rebxetion
<br />1. 1/92' dlemets wire stirrups ere welded to Ur
<br />vtUcel load bed
<br />5 rebero m 8' Irrtels only
<br />field added rebar.
<br />LlllWTITY OF 9
<br />TOP
<br />L
<br />1. Mortar per ASTM C210 tty-ie M a S
<br />boLl.om Neel for m Janical anchorage.
<br />A. GN-in- lace calcete me be Ided m Ire lintel
<br />P S prav campy,
<br />pact y can
<br />12. Addluonal Wteral load ee t be
<br />ebta rwd by the deelgnw by providing addltlaal rein/aced
<br />(219 REBAR
<br />GR40 or GR60
<br />6. TM dslgnt may ova Ware ceneantretad
<br />IoeW hoe Ua tits bad table, by
<br />Example l'-6' lintel tyre 8F32-IB Safe
<br />Brevity load • btltra, w/
<br />REBAR 4T
<br />NCMIN.eI, NE_
<br />6'1
<br />In Ilea or crncrete ma,dny venire'
<br />Cenersu maatray above Uw lintel. bee deal! at rIBM
<br />ukubtmg-tl» maximal blMg r r
<br />reductlon�6412 (PA) . 555,5 01 Fir
<br />NCMWAL wDm
<br />/-
<br />III A R C H I T E C T S
<br />Design
<br />Grou
<br />LONG WOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA S: 0003325
<br />E;
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<br />STJBDIV AC LOT:
<br />SILVERADO
<br />LOT 12
<br />BLK 1
<br />PROJECT
<br />04128.00 -12001
<br />MODEL
<br />4EBB
<br />"1828-CALI"
<br />GARAGE O'llil :
<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 />I I-IR' CLEAR
<br />PR
<br />DATE: !ft 11 02 16
<br />rnu
<br />SCALE: 1 /4"=1' - 0"
<br />G T S ET
<br />7 RE154R AT BOTTOM
<br />OF LINTEL CAVITY 1 B
<br />BOTTOM REIfFOI�RIG
<br />PROVIDED N LINTEL
<br />Y4R El/
<br />
|