|
SAFE LOAD TABLES
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />SAFF M"rrY 1 OAOS FOR Ir PRECAST A PRESTRESSEO D-LINTFLS
<br />C-+_
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TTPE
<br />•-C
<br />LENGiH
<br />fA1S
<br />6
<br />aa¢-»
<br />erb•D
<br />M]4-
<br />O
<br />2'-I0'(346) PRECAST
<br />2231
<br />!K8
<br />4.6
<br />61B
<br />»,l
<br />e314
<br />Iml91 II!//!
<br />3'-b- l42') PRECAST
<br />2231
<br />]A•9
<br />Smr9
<br />!1B
<br />4•m5
<br />5b3
<br />rIB
<br />Nml
<br />1541
<br />eH54
<br />sns
<br />Imbi
<br />1.3le aem5
<br />4'-0' (49') PRECAST
<br />1966
<br />1
<br />2ry
<br />]151
<br />4rm5
<br />SMm
<br />NB
<br />,am
<br />1l41
<br />59/rl
<br />ell4
<br />1m3, elm,
<br />Imll4 IYm!
<br />4'-6' (54') PRECAbT
<br />M395
<br />2
<br />2N•
<br />»
<br />Y'u91
<br />IS
<br />)39
<br />l
<br />45x
<br />4400 6214
<br />Ilem!
<br />5'-4' (64')PRECAET
<br />Dn
<br />13a
<br />14v
<br />'
<br />term
<br />!09
<br />abAs ,],!
<br />5'-Im OW)PRECAST
<br />Imb2
<br />pe!
<br />In9
<br />loll
<br />2mM
<br />!tY
<br />WI
<br />ir21
<br />4lrm
<br />1
<br />lW
<br />61-61(T8') PRECAST
<br />9mb
<br />¢se
<br />123s
<br />nl
<br />2m
<br />a4em
<br />l4M
<br />esN
<br />!
<br />e36m
<br />,!v
<br />smrl
<br />(9m•)PRECAST
<br />143
<br />�'
<br />26!]
<br />]2m9
<br />2•!e
<br />lr31
<br />l6e5
<br />Ipe
<br />m9
<br />]661
<br />>•v
<br />56s1
<br />b,
<br />9'-4' (112') PRECAST
<br />__ .
<br />•!!
<br />Ilbm
<br />a
<br />bx5
<br />leo
<br />»ra
<br />s(ab
<br />l+ar
<br />ub
<br />a
<br />!!6]
<br />I04-6YI26')PRECAST
<br />415
<br />!15
<br />eM
<br />Wl
<br />2me3
<br />nn
<br />2b9
<br />»3r
<br />II'-4' e1%')PRECAST
<br />362
<br />eH
<br />�'
<br />Mb
<br />f,23
<br />,
<br />aMr
<br />5s2
<br />ISw
<br />mK1
<br />I42s
<br />I. !¢,
<br />+maw
<br />D'-O'(144')PREGI9T
<br />33T
<br />Sw
<br />ev
<br />b»
<br />¢5a
<br />Pi,
<br />1684
<br />IM,
<br />2M
<br />2B3
<br />]ees
<br />Ie05
<br />%52
<br />9352
<br />1V-4'(1600PRECAST
<br />256
<br />411
<br />nl
<br />T%
<br />,%
<br />Ibls
<br />IB15
<br />wee
<br />wa
<br />Iw
<br />tw
<br />I3b
<br />2!b
<br />2M.9
<br />2w!
<br />14'-0'(16H')PRECA9T
<br />219
<br />,24
<br />tmb
<br />lem2
<br />B26
<br />b!1
<br />2¢1
<br />4630
<br />..]
<br />lmw
<br />IOm1
<br />P]4
<br />Ibll
<br />]¢,
<br />261m
<br />14'-S'(n6')PaEeTw
<br />NR
<br />rat
<br />N¢
<br />Iw
<br />Ne
<br />PS'-4'(ISd•) nala
<br />NR40
<br />N¢
<br />Hd
<br />Iaa
<br />ale
<br />Ne
<br />leQ
<br />,¢
<br />,Im
<br />n3!
<br />]ene
<br />I330
<br />ssn
<br />n'-4' (2t2a3')Peee
<br />NR
<br />NA
<br />ree
<br />N•
<br />lee
<br />r1e
<br />Ne
<br />be
<br />30m
<br />5!6
<br />'Y!m
<br />B2r
<br />b09
<br />bag
<br />2m41
<br />19'-4'(23T)n M
<br />NR
<br />M
<br />H1
<br />Fa!
<br />I m
<br />]%
<br />Ib
<br />l5m
<br />Ipll
<br />tiei
<br />BB
<br />Ilb
<br />21'-4- (25*•)r'ImeTM
<br />NR
<br />Ne
<br />NR
<br />N1
<br />Ma
<br />r♦Q
<br />ree
<br />tee
<br />bm
<br />l,m
<br />5Y
<br />815
<br />eu
<br />19%
<br />w•e
<br />22'-OY264'1tn�'
<br />NR
<br />rl1
<br />t�
<br />tee
<br />lee
<br />Iw
<br />Ne
<br />let
<br />b5
<br />m
<br />eM
<br />»4
<br />tw,
<br />me
<br />B!!
<br />24'-mr268')Plall4 rt
<br />NR
<br />lee
<br />Ne
<br />rae
<br />Ne
<br />Ne
<br />Ne
<br />be
<br />¢!
<br />I5m
<br />I,50
<br />65,
<br />ee,
<br />IH52
<br />O]2
<br />SAFE UPI IFT 1 OAT15 FOR V PRECAST A PRESTRESSED U-LINTELS
<br /><ONf-o 9
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TTPE
<br />LENGTH
<br />ere-rt
<br />elw-I,
<br />ew-rc
<br />W -2T
<br />tw-rt
<br />0..2t
<br />eF2m-rc
<br />-2
<br />ea2s-R
<br />,-2T
<br />Mbrt
<br />oL v
<br />aF!]-rt
<br />sew-2T
<br />3'-b' !42') PRECAST
<br />ew!
<br />N%
<br />3524
<br />,99r
<br />5_3
<br />lmml
<br />er!
<br />xrsa
<br />4
<br />s26
<br />`m
<br />D
<br />—1
<br />4'-0' (4S') PRECAST
<br />Bra
<br />2lm5
<br />9080
<br />3M
<br />H,m
<br />5l25
<br />bml!
<br />D63
<br />2lm5
<br />loaV
<br />SM
<br />,510
<br />5926
<br />smB
<br />4'-6' (54•) PRECAST
<br />Ddl
<br />10s0
<br />tlmi
<br />!3»
<br />,m4!
<br />4111
<br />5!»
<br />L—
<br />2—
<br />9l
<br />4m41
<br />4111
<br />5'-4• (64') PRECAST
<br />1016
<br />nD
<br />te3e
<br />33YA
<br />!!61
<br />_UIL
<br />N]2
<br />Imb
<br />nB
<br />22x
<br />2w
<br />33le
<br />3sl
<br />4l22
<br />5'•Im'(lm') PRECAST
<br />•M-iM1sl9
<br />!•
<br />4D!
<br />!]!
<br />Bbl
<br />TSl9
<br />3a
<br />4W
<br />61-61(Is,) PRECAST
<br />.51
<br />$1¢
<br />w
<br />Hml
<br />ISM
<br />23MI
<br />valelI51
<br />!l
<br />(9m•) PRECAST
<br />m
<br />bI
<br />u
<br />am
<br />m
<br />IY14
<br />b24
<br />2 16
<br />24x
<br />=1
<br />9'-4' (112') PRECAST
<br />ri
<br />w
<br />2lmm
<br />Sal2
<br />mw
<br />b4!
<br />rea!
<br />]]N
<br />2He
<br />Im'•6'(Db')PRECAST
<br />5M
<br />5
<br />916
<br />Hee
<br />—6
<br />n
<br />2.1
<br />>0
<br />63
<br />IIBm
<br />wl2
<br />!
<br />tm'!D
<br />!ar
<br />II'-4' (136')PRECA9T
<br />♦l,
<br />W$
<br />m
<br />BS
<br />M3
<br />,ea
<br />rm1
<br />D
<br />.0
<br />r
<br />T
<br />12'-0'(144-)PRECAST
<br />M
<br />124
<br />99e
<br />•!l
<br />L'w
<br />,l0
<br />5M
<br />13m2
<br />b
<br />13'-4' llbm'.PRECAST
<br />40
<br />—
<br />Na!
<br />.2.
<br />.bm
<br />IB!
<br />w
<br />14'•m'(168')PRECA9T
<br />Set
<br />24
<br />41e
<br />t39
<br />In j
<br />Imr!
<br />14'-B'(Il6')P.EB1Re9eE
<br />I9
<br />I4,
<br />l
<br />M3
<br />612
<br />SM
<br />_
<br />6b
<br />IBI
<br />—.11
<br />IS'-4' (184') PRtBTRE
<br />4
<br />290
<br />96a
<br />b
<br />rT
<br />¢
<br />tll
<br />W
<br />n'-4' (2mH'2'IEeTRE
<br />19I
<br />]i3
<br />!a't•
<br />Smr
<br />58
<br />l,m
<br />r
<br />¢ll
<br />ev
<br />1419
<br />19'-4-(232')PaEB
<br />IB2
<br />239
<br />9M
<br />—
<br />5M
<br />b,
<br />141
<br />21'-4' (2%'7'aEBTee6BE
<br />W
<br />141
<br />w2
<br />26l
<br />I3]
<br />,3!
<br />9m1
<br />9»
<br />.21
<br />531
<br />MI
<br />111
<br />w
<br />22'-O'(264')I'REB1M
<br />�
<br />9l
<br />22 ]33
<br />2%
<br />lye
<br />!»
<br />"a
<br />N2
<br />5N
<br />M
<br />24'-mY2SB')n�9,Rs
<br />w
<br />¢4
<br />m
<br />2m2
<br />26121
<br />I sB j
<br />,55
<br />1 1
<br />ex
<br />SAFE C-RAVITY 1 nAnG FOR A PRECAST. 1"RFCFSS DOOR 114 INTFI S
<br />01a74e•19
<br />SAFE LOAD - POUNDS PEOLINEA
<br />0F7L_
<br />4'-4'(52') PRECAST
<br />WJe49
<br />4'-6' (54') PRECAST
<br />w5s
<br />�' lm69 159] 9Sbe 49ar 59I, bZ•4
<br />I156 'Jb% e2mb a— embm !a» 1e.9
<br />5'-S' (OW)PRECAST
<br />mm Ilb 22,1 2t35 94m2 99M
<br />eM
<br />ml 45r1 r!e! lBll MN
<br />5'-I0'(10')PRECAST
<br />&e
<br />e99 b% bmm 2. n4! v1, 31mm
<br />w 23R 42p M e
<br />6'-S' (W')PRECAST
<br />MI INS 9¢m 5m4e l96 !f»
<br />l'-6' esv)PRECAST
<br />l% 149e 24% S,x 5149 435 56I3
<br />15e w!0 24% llli Slbl
<br />9'-6' (IOU') PRECAST
<br />Y
<br />4M 595 Bbe I»! !t» 4051 3wr
<br />e26 BM
<br />AFF IIDI IFT 1 nAl1C MD A" ORF('ACT.ul S" RFl:FSC nM]R ILI INTFI R
<br />Ca1shGMw
<br />SAFE LOAD- POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />••b
<br />aam-]*
<br />wm-P
<br />eanr
<br />1
<br />4'-4' (52') PRECAST
<br />5m9
<br />bbe
<br />2
<br />90lb
<br />9»I2
<br />May
<br />5wm
<br />.may
<br />bbs
<br />2W362
<br />3m%
<br />l,51
<br />444!
<br />5wm
<br />4'.6- (!W PRECAST
<br />e61
<br />bmb
<br />22v
<br />2v5
<br />3iml
<br />eels
<br />,5,!
<br />rl
<br />W04
<br />22V
<br />24l9
<br />96m1
<br />4]»
<br />,84!
<br />5'-8' (68')PRECAST
<br />»
<br />¢69
<br />n9l
<br />23M
<br />Ice
<br />39DI
<br />99N
<br />b 9
<br />l2M
<br />191
<br />M.
<br />]a5,
<br />33e]
<br />M
<br />51•I0'(10') PRECAST
<br />•%
<br />¢m
<br />Irie
<br />nv
<br />2,!!
<br />n~
<br />2Mi
<br />2113
<br />WOO
<br />21Y3
<br />b'•B' (8m')PRECAST
<br />5x
<br />l25d
<br />—
<br />24
<br />Ll
<br />99]
<br />5-
<br />Imem
<br />BS
<br />gem
<br />2425
<br />2e»
<br />99M
<br />1'-6' (9m') PRECAST
<br />500
<br />142
<br />—4
<br />nb
<br />2b
<br />2961a•
<br />256
<br />gab
<br />BY
<br />B64
<br />nb!
<br />IOU
<br />H6l
<br />Tyre
<br />9'-B' (II6') PRECAST
<br />9L"
<br />mx
<br />I
<br />lb
<br />5M
<br />Im'1]
<br />Bpb
<br />2mb
<br />2!!I
<br />BEDROOM #2
<br />BATH
<br />8'-8' CL��G./—�
<br />OI (( a ��
<br />O
<br />0
<br />L-1 ___w
<br />LINTEL L— 6
<br />LINTEL SCHEDULE
<br />NOTE: THE LINTELS MAY ME SUBSTITUTED WITH
<br />LINTELS FROM ANOTHER MANUFACTURER AS
<br />LONG: AS THE LINTELS ARE OF EQUIVALENT OR
<br />GREATER CAPACITY THAN THE VALUES
<br />STATED
<br />kI I ISTORI I I
<br />I BL�E� I I
<br />I I CLO. I I
<br />GARAGE
<br />8'-8' CLG.
<br />PATIO
<br />L— 3 L— 4
<br />l2) 30S2-5H
<br />bD68 5�D.
<br />LIVING DINING
<br />ROOM ROOM
<br />W-V CLG. 8'-8' CLG.
<br />FOYER
<br />II I
<br />II I
<br />II
<br />II I
<br />II
<br />1 —
<br />I
<br />KITCHEN
<br />V-8' CLG.
<br />PAN.
<br />I I CLG.
<br />r--� 8,_5r
<br />I
<br />I
<br />L--J
<br />FLEX
<br />8'-8' CLG.
<br />U
<br />36'XI0' TR4N5. I
<br />L—s i
<br />16'-0'Xl'-O'OND. O I L-7
<br />-- L-2
<br />------------
<br />L— 9
<br />4^Wr-44094T4 LINTEL SCHEDULE
<br />LINTEL
<br />NO.
<br />LENGTH
<br />TYPE
<br />COMMENTS
<br />L 1
<br />11'-4'
<br />8F28-I8/IT
<br />L 2
<br />4'-6'
<br />SF8-IBAT
<br />L 3
<br />1'-6'
<br />8F16-15AT
<br />L 4
<br />l'-b'
<br />8F24-I5/IT
<br />L 5
<br />4'-6'
<br />81=16-0B/IT
<br />L b
<br />6'-6'
<br />OFI6-BAT
<br />L T
<br />5'-10,
<br />8FI6-05AT
<br />L 8
<br />-
<br />NOT USED
<br />L 9
<br />II'-4'
<br />8F16-I125/IT
<br />MATERIALS
<br />GENERAL NOTES
<br />s gere load rdtMMgg bawd rn reUcml daagn amlyNe pr
<br />SAFE LOAD TABLE NOTES
<br />TYPE DESIGNATION
<br />I. r'c B' preaa•t Inks' r 4mmm pal
<br />L ___ 11a1 Mrbr b.d and FWtl lobo.
<br />I. Slnre nll.d INt.b
<br />AC We 6.d ACT Sw
<br />w.8,00P l
<br />I. All valor beaald on aalnl— 4 Nd1
<br />rtaela+al beerpg.
<br />1. ForC.a] 11 INt.I MIg1Ys not elwn,
<br />ve. fs load hen next T MIgFt eFloi.t
<br />2. ne prrV ae.d Ilm.l . 6mmm psl
<br />3. Greut per ASTM C4lb r9 3mmm
<br />pal uU ]bxlnlel 3)B NIchI
<br />egq.gal6 s B b II MId. •Lep
<br />all
<br />a• raputr.d.
<br />3. Imblbtbn or Ibtel must ee^1 .1t the areMt.ettaal
<br />endbr sVueturel aoeunRlta.
<br />4. U•LNZH• ars ebnuracWed mIH. 5 I/A' notches at
<br />Im. rF.e extO surfs. of Ibt.1a Imbued In mlallor eone.ta
<br />ma .oalle shall have • eoetl f stucco hard b aaeordanu
<br />sorry rg o aPP
<br />HtN A9TM C-296 or oths Quad rdt
<br />eppr
<br />Exuptlau Sere loatle for .rolled INbI• nwt
<br />BEE SAFE LATERAL LOAD be reeNeW by 70! Ir brring LelrgN le
<br />TABLES FOR LOAD RATMG •Idly.
<br />Ims "Not
<br />H. For Ilnl.l• I•+gtH not shown, we sal. load
<br />non nez' largest I�gUr ehoan
<br />Allbads
<br />9. All wfe N Inns o/ pored• per Isver
<br />F .FILLED W TH GROUT r U . IeFILLED
<br />O¢ANTITY OF 7 eBmR AT
<br />U
<br />T
<br />T�
<br />W
<br />4. Don Me•orry Unita (I?UJ
<br />Uv ande to accamodate varticel ull minrorc rld rJ
<br />b9 a 9ra n9
<br />( gr Vl
<br />K Lintels loaded •Glultensou• IU. verlbal ( dvl
<br />beW M d1et1'atl
<br />FOR EAOI ADDITIONAL
<br />2. NR . Nol Rated
<br />a
<br />BOTTOM Ca LMr[L CANTY
<br />a
<br />P•'
<br />AS1Tt C9m ./Holum rot err
<br />S.Rat—a t CAST-CRETE Load Oafbctlan Gaph brodlre
<br />tpllnl and F,orl2utel (Iataal should
<br />for the ooH al ai badlr a .ith the /olb.ln9 eque._
<br />RESFORRSECE0 CM P)LL
<br />C�
<br />3. S. bed• are superimposed allpWbb beds.
<br />Im. All eefe loads bawd u slnply wippwted
<br />'p
<br />aarp..rlve •tr.gth . 19Bm Pal
<br />5. Reber pr ASlh1 A6B grad. 60
<br />for 1b Gn "_ rHaraletlan.
<br />6. Bottom "Old added lab to be located et w bottom
<br />4. Sera bad. W-1 on gale 4m w peels bm
<br />,.w reWr.
<br />.pa,t
<br />IL The aaww N eh• the Parar0—
<br />SF 16 — I B / I T
<br />6. PrrVrel Val ASTM A416
<br />"9 a par
<br />Of the INbI aavlt .
<br />y
<br />6muod yr 1 bed Amood 1,o—A lead
<br />5 lm
<br />R' CLR TYP
<br />S. Q 1 rabar ma ba eubetltuled for t.o
<br />y
<br />Intlleatr the etlllct for de 40
<br />percent r ga
<br />Bade 2l0 la• nlaxallon
<br />1. Mortar per A$T C21m type M or 5
<br />1, lll2' tl1eM1b ebe etlrrtpa an meb.tl W the
<br />bottu •bel fa ebdwnl-1 and.ore9.
<br />Sat. —1-1 bad Bar. hor1-1 bad
<br />D. Addltl—I lateral load eapaeAy ad, ba
<br />(I) 5 REBAR
<br />4 ratan N 8' INt.b enly
<br />b. The drl9n.r nay aLW . epic .te l
<br />new addetl rabar.
<br />Ezasple T'-6' 1.0 typ. HF32-IB aaf.
<br />�
<br />OIIAr1TITY OF 5
<br />L REBAR AT TOP
<br />;!
<br />- e
<br />8. faH-In-plan eatn.t• may b. prevldsd N epy2oNt. Ibt.l
<br />obtalwd by U.e drlgler by Prevlding eddiliaml valor—oaO
<br />GI24m or GR6m
<br />loads hom the seta bed teblr by
<br />gevlly bad . 64T2r•r ./ 15s
<br />NORMAL 11EKdlt
<br />In Ilea or
<br />cyabovth. lel. Be bll at
<br />bth.
<br />and sF—r et d-sine,, non feu or wpPorL
<br />rs&#ctlo412 (25) • 5501 pif
<br />1-
<br />MAL �TM
<br />A R C N I T E C T 3
<br />6
<br />GDes�n
<br />rou Ina
<br />Awy LONG WOOD, R 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdasigngroup.com
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<br />04128.000— 07001
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<br />"2605—HAYDEN"
<br />GARAGE SWING:
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<br />PAGE
<br />LINTEL
<br />SCHEDULE
<br />150 MPH EXP. B
<br />(CAST—CRETE)
<br />ARCHITECT:
<br />STATE OF FLORDA
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<br />D,1H DATIM 10/21/16
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