|
SAFE LOAD TABLES
<br />ReFOR RGRAVITY,
<br />nensFnwnUPLIFT
<br />ooEcecraPR arRAL vccc ^LOADS
<br />In
<br />CI1swC=
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TwE
<br />LENGTH
<br />t1UB
<br />+•-
<br />sia•E
<br />lF•-e
<br />aw-B
<br />-
<br />4-
<br />-D
<br />2'-10'(34') PRECAST
<br />2231
<br />9osB
<br />9mb9
<br />4aN
<br />466
<br />s1a
<br />618
<br />l>4l
<br />1941
<br />en4
<br />a914
<br />18394
<br />ImYv1
<br />11ioa
<br />Ibm9
<br />3'-6' e42') PRECAST
<br />2231
<br />9mB9
<br />!l9
<br />5K!
<br />66m1
<br />Bm94
<br />ffi02
<br />Ima61
<br />lmb9
<br />_m_meK
<br />l9al
<br />s>l+
<br />lesa4
<br />nao>
<br />4'-0•(48')PRECAST
<br />1566
<br />l%1
<br />]ia3
<br />2»I
<br />4ee5
<br />Wm
<br />n
<br />,aam
<br />tNt
<br />5961
<br />e9l!
<br />lm9a
<br />1m994
<br />ilml
<br />IYIm9
<br />(54') PRECAST
<br />Sas
<br />1>6B
<br />21ea
<br />"
<br />4.9»
<br />—1
<br />10
<br />s»3
<br />l>,l
<br />,
<br />4>i
<br />Nlx
<br />B4mm
<br />le]a4
<br />in4
<br />n85
<br />V-4' (64')PRECAST
<br />1211
<br />H9a
<br />15!>
<br />256m
<br />sk9
<br />%M
<br />4]4B
<br />Kea
<br />loaf
<br />>!ea
<br />,54,
<br />1
<br />sl»
<br />5'-W(10')PRECA5T
<br />1462
<br />�•'
<br />In9
<br />K91
<br />209m
<br />94
<br />14>I
<br />%n
<br />4%O
<br />lK&
<br />lIN
<br />PRECAST
<br />5"M
<br />P%
<br />a%
<br />]DI
<br />:m
<br />a4eo
<br />34am
<br />sm31
<br />5sA
<br />lwi
<br />slim
<br />sa4
<br />smee
<br />1'-6'(50')PRECAST
<br />143
<br />Iai
<br />M
<br />%32
<br />nm9
<br />2."!MJ
<br />%v
<br />.1
<br />n2a
<br />M'
<br />3e9e
<br />56A
<br />e461
<br />64
<br />V-4' 012') PRECAST
<br />S54
<br />195
<br />l9]
<br />110-0
<br />e0
<br />K29
<br />W3
<br />SBaH
<br />SBeI
<br />l4a6
<br />34ee
<br />tam
<br />4
<br />3lm2
<br />l0'-&Y126')FRECA5T
<br />415
<br />a!9
<br />s90
<br />Wl
<br />2mB9
<br />2111
<br />243
<br />»%
<br />613
<br />M
<br />on
<br />2m»
<br />xvi
<br />%4
<br />41114
<br />(136')PRECAST
<br />362
<br />Bw
<br />use
<br />wa
<br />!
<br />3 l
<br />4mmb
<br />582
<br />94B
<br />866
<br />a,b
<br />2,3s
<br />.1
<br />40d
<br />12'-0'(l44')PRECA6T
<br />33,
<br />940
<br />el!
<br />¢a4
<br />I4e4
<br />210
<br />]8m9
<br />m!I2
<br />94m
<br />a»
<br />n94
<br />walg
<br />2w
<br />3am9
<br />9>53
<br />13'-4'(160'2#CASi
<br />2gb
<br />411
<br />"1
<br />TSB
<br />ls>
<br />1m»
<br />1mi9
<br />u]e
<br />HSD
<br />lase
<br />a3e
<br />2!K
<br />23K
<br />Zees
<br />a89
<br />W-O'(168')PRECAST
<br />215
<br />424
<br />Tmb
<br />al
<br />ID]b
<br />Kel
<br />SV
<br />»3m
<br />M2
<br />1p
<br />8L
<br />K!l
<br />2121
<br />ri9m
<br />14'•8'(116')Mlaslrt
<br />NR
<br />,>9
<br />ta!
<br />Kl0
<br />-a
<br />22
<br />tall
<br />272
<br />IS'-4'(18l') FaE6
<br />NR
<br />NR
<br />Ne
<br />Lae
<br />rR
<br />Lae
<br />Lae
<br />4o
<br />1
<br />vm
<br />I3lm
<br />nil
<br />2m%
<br />:—
<br />xBa
<br />n'-4' (208')Paae
<br />NR
<br />LR
<br />NR
<br />raL
<br />rrt
<br />Lae
<br />lee
<br />roe
<br />90m
<br />9%
<br />Sam
<br />Ln6
<br />K09
<br />w9
<br />2m41
<br />15'-4•(232') PRaeTllEeeE
<br />NR
<br />sae
<br />Ke
<br />IR
<br />f•e
<br />roe
<br />Lae
<br />eat
<br />23e
<br />r
<br />IlB0
<br />m3,
<br />oe2
<br />8B
<br />nK
<br />21'-4'!2%')I#EBTREaaE
<br />NJZ
<br />�
<br />lee
<br />Lie
<br />IJIe
<br />Lae
<br />Lae
<br />rem
<br />34m
<br />55a
<br />au
<br />u
<br />u5a
<br />use
<br />22'-0Y164')MIEBIRE
<br />NR.
<br />Ne
<br />rat
<br />ae
<br />Lat
<br />NR
<br />roe
<br />we
<br />K!
<br />3B
<br />Tam
<br />l8M
<br />tm4,
<br />UD9
<br />4499
<br />24'-0f288•)MReelRaaeE
<br />NR
<br />Ne
<br />•le
<br />Lae
<br />Ne
<br />Ne
<br />Lae
<br />ft
<br />Ua
<br />]Sm
<br />49m
<br />ado
<br />ea4
<br />10'n
<br />tnl
<br />SAFE UPLIFT LOADS FOR 8'• PRECAST A PRESTRESSED U-LINTELS
<br />4CAW7-*MN
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />!Fe -IT
<br />8R2-R
<br />. -R
<br />aP2m-R
<br />_R
<br />Mo-rr
<br />vw-IT
<br />8 2T
<br />al
<br />Ill
<br />III
<br />4-2T
<br />6 V
<br />613-]T
<br />3'-6' (42') PRECAST
<br />ebs
<br />2aeB
<br />3>24
<br />4394
<br />B%s
<br />ia2
<br />1aa1
<br />sea
<br />2e9a
<br />392,
<br />lB4
<br />a%l
<br />iw
<br />Tmm1
<br />4'-0• (48') PRECAST
<br />Pbs
<br />29mB
<br />3•bm
<br />%6
<br />491m
<br />>32>
<br />imlB
<br />%3
<br />39m>
<br />lag
<br />4>t0
<br />>s»
<br />e4>»
<br />4'-6' (54') PRECAST
<br />00l
<br />2—
<br />2—
<br />s/»
<br />4m19
<br />4111
<br />>!lB
<br />ITan
<br />2
<br />,ln
<br />al»
<br />V-4' (64') PRECAST
<br />Imle
<br />ne
<br />n»•
<br />Sass
<br />—__
<br />Y BI
<br />Nn
<br />ImK
<br />nla
<br />22»
<br />2eae
<br />a39B
<br />sm.
<br />4>32
<br />PRECAST
<br />909
<br />B61
<br />agg
<br />2BB3
<br />3e2
<br />4133
<br />929
<br />156,
<br />2—
<br />3>Bi
<br />9Kl
<br />%2m
<br />-
<br />6'-6' (18') PRECAST
<br />'
<br />I.Im'1
<br />2II
<br />2
<br />3"'
<br />"I-
<br />-I
<br />23]!
<br />1 2—
<br />92&1
<br />1112
<br />l'-6' (90'J PRECAST
<br />K]
<br />n
<br />l]i
<br />vu
<br />4
<br />u%
<br />9'-4' (IIZ') PRECAST86]
<br />•�4
<br />1
<br />H,
<br />26
<br />2
<br />591
<br />Oa
<br />1 i49
<br />9i9
<br />22M
<br />2eB
<br />I0'-6'e I26')PRECAST
<br />59m
<br />a
<br />BY.
<br />la
<br />Sa1
<br />5-bM
<br />IW
<br />NV
<br />Il69
<br />S
<br />3
<br />11'-4' el36')PRECAST
<br />414
<br />Mi.Ul
<br />.31
<br />n>3,
<br />494
<br />6m1
<br />ImA
<br />Ill2
<br />K49
<br />VIM-
<br />201
<br />12'-0'(I44')F`RECAST
<br />4�
<br />rb
<br />B%
<br />»3
<br />lsi
<br />8M
<br />4lm
<br />ma8m3
<br />KKN
<br />13'•4' (160')PRECA5T
<br />4K
<br />am
<br />=
<br />IH3,
<br />M23,
<br />426
<br />46m
<br />I_
<br />H
<br />Ka
<br />Wa l
<br />I4'-O'(168')PRECA9T
<br />m"
<br />Sm
<br />124
<br />e65r
<br />a2
<br />4»
<br />In
<br />9
<br />14'-8•(116•) PRE9TRE
<br />]99
<br />46
<br />9B1
<br />999
<br />>2m
<br />669
<br />bt2
<br />e»
<br />L1m
<br />9»
<br />IPI
<br />Its,
<br />IS'-4' (184') I�BIIE
<br />224
<br />29m
<br />9
<br />iK
<br />ill
<br />p
<br />911
<br />sa
<br />14i
<br />Il'•4' (208•.PI�BTRE
<br />K1
<br />N]
<br />269
<br />Bmb
<br />5]I
<br />lb
<br />1%
<br />I211
<br />111
<br />Hl3
<br />19'-4' (232•)f#EBTREeaE
<br />K2
<br />SSa
<br />94D
<br />4,l
<br />9,1
<br />aN
<br />141
<br />21'-4' (156.71eEa,1�B8E
<br />Ki
<br />IQ
<br />IQ
<br />] !
<br />]m4
<br />In
<br />3m'1
<br />s,s
<br />•21
<br />Sal
<br />.1
<br />all
<br />l21
<br />21'-O'(264',FI�BTr839E
<br />ml
<br />131
<br />In
<br />229
<br />2^L
<br />Sea
<br />3»
<br />98
<br />-2
<br />ei
<br />aBe
<br />24'-OT288')RaEenE
<br />U,
<br />V,
<br />M
<br />]
<br />,
<br />919
<br />49a
<br />4K
<br />,a2
<br />151
<br />%,
<br />e»
<br />CeFF C.RAVRV 1 11. F A'• PRF('.enT ur)Y' RF(:ERR r2nnR.Ll INTEI A
<br />0a1r-4c--
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TrPE
<br />LENGTH
<br />-
<br />slaK
<br />er. - stir erm-e er•.e •rm- era- ab-
<br />4'-4' (52') PRECAST
<br />K99
<br />nH 3%9 9IB0 4349 —I a— ,>bt
<br />lax %59 9 KY9 ambm 94» lmaaa
<br />4'-6• (54') PRECAST
<br />H94
<br />B96 9mi9 299] 99N 4846 9at4 eam4
<br />% %5e s]mi 6635 emem B4» ImeB9
<br />V-8' (68')PRECAST
<br />9� Ti_ nK 2211 mV'I 34m2 99N
<br />eve
<br />%, 24BI 4%T e3e> »n vn
<br />5'-10'(10') PRECAST
<br />859 K43 Kmm 2124 ]649 3114 31mm
<br />Ilm ]342 424] N
<br />6'-8' (80')PRECAST
<br />l9l
<br />�I KM Im lift l%m
<br />9ml WS !PO 50,B ,% 941
<br />e W
<br />1'-b' (90'1 PRECAST
<br />66a
<br />% 149m 249a 9116 S143 239 -23
<br />lB5 Ilan 24>B 911i 9113
<br />9'-8'(IW')PRECABT
<br />'� �' 3M! 9P9 4mll 1146
<br />926 Cie 2»s 989 ,60
<br />Aa— 1IDI 1-1 nenA FAA A'• DRFneST W/>" RFCFRC nnnR I KITFI .
<br />C
<br />SAFE LOAD- POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />4'-4' (52'1 PRECAST
<br />^e'^
<br />9m9�
<br />Kba
<br />3%2
<br />3T»1
<br />514m2
<br />9ms
<br />164a
<br />3%2
<br />m M
<br />l096
<br />l
<br />I.uu0
<br />gum
<br />4'-b' (54') PRECAST
<br />a6l
<br />Kmb
<br />n12
<br />]a!9
<br />Simi
<br />42»
<br />4]45
<br />ail
<br />Kw
<br />nv
<br />2alB
<br />lbml
<br />u»
<br />H13
<br />51-a, (681) PRECAST
<br />»
<br />ph
<br />I»l
<br />]326
<br />3%2
<br />sail
<br />e»
<br />ea.
<br />IT11
<br />—
<br />2—
<br />39e2
<br />3911
<br />5'-10•(l0')PRECAST
<br />aa6
<br />Um1
<br />46
<br />22M
<br />2113
<br />a2ab,
<br />2.--
<br />i»
<br />119!
<br />nM
<br />2299
<br />2T13
<br />3386
<br />2198
<br />6'-81 (80')PRECA9T
<br />Blm
<br />921e.
<br />83m
<br />MY0
<br />24
<br />2e»
<br />>lm
<br />Ra'm
<br />84
<br />am
<br />!oM
<br />T-6' (0•)PRECAST
<br />9mi
<br />l43
<br />K
<br />%
<br />!mb
<br />eaa
<br />I%4
<br />ne9
<br />2K6
<br />2%l
<br />2868
<br />V-9• (nb') PRECAST
<br />sg
<br />en
<br />2
<br />H•L
<br />Sim
<br />1OV
<br />mi
<br />nA
<br />xmle
<br />]asl
<br />aB052-S
<br />L-2
<br />(2)H
<br />EGRESS (2) 3052-SH
<br />---------------- .
<br />I
<br />I
<br />I LANAI j
<br />L-5 I m 8'-8' CLG.
<br />DINING
<br />ROOM
<br />OWNER'S a'-8' CLG.
<br />1
<br />SUITE I (2) 3052-SH
<br />8'-8' CLG.
<br />L— 2
<br />r GREAT ROOM
<br />W.I.C.
<br />I e'-s• cLG.
<br />I 0 ®II
<br />I I • II
<br />i 0 II
<br />I
<br />O KITCHEN
<br />1 i
<br />TW
<br />0 BDRM.#3
<br />BATH
<br />8'-8' CLG. r--�
<br />0 I I II
<br />r--1 11
<br />1 LAUN. I 1
<br />O' 1 8 8 II
<br />L — — CLG.
<br />OO r-----� ATH #2 -
<br />"
<br />00
<br />11
<br />11
<br />II
<br />II
<br />11
<br />GARAGE FOYER
<br />- 8— 81 CLG. 8'-8' CLG.
<br />3068 W/
<br />36'XIC,
<br />BDRM.#2
<br />L-7
<br />ENTRY
<br />L— 2
<br />--------- L-1--------
<br />l2) 3052-SH
<br />O
<br />EGRESS
<br />LINTEL
<br />SCHEDULE
<br />C.►ST-�RE'1 LINTEL SCHEDULE
<br />LINTEL
<br />NO.
<br />LENGTH
<br />TYPE
<br />COMMENTS
<br />L 1
<br />IT-4'
<br />8F28-I1BAT
<br />L 2
<br />l'-6'
<br />8F16-IBAT
<br />L 3
<br />12'-0'
<br />8FI6-I5/IT
<br />L 4
<br />9'-4'
<br />BFI6-IBAT
<br />L 5
<br />1'-6'
<br />8F24-BAT
<br />L 6
<br />4'-6'
<br />SFI6-06/IT
<br />L l
<br />4'-6'
<br />8FS-I15/IT
<br />ASV. DOOR ASSEMBLY, BTM. • 8'-0
<br />NOT USED
<br />NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM
<br />ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF
<br />EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED
<br />MATERIALS
<br />GENERAL NOTES
<br />iL Sara sad raLnq based a raUaal de•Ign amiysle p:
<br />SAFE LOAD TABLE NOTES
<br />TYPE DESIGNATION
<br />L nc 8' pretest 1.1.1 4a2mM p•I
<br />1. Rovide Nil mortar bed and Lad Jo ,.
<br />ACI SM end ACT 530
<br />�0�•
<br />I. 411 values based on minm3n 4 InU
<br />1. For cneposlu Ilrael hMghte rot elaun,
<br />TouKr
<br />2. f e preelres•id IhItN 6mmm psi
<br />3. Grout ABTM U16 fg . 3000
<br />2. SYbre Wiled uMmla as regVlrad.
<br />3. Intall tbn of Ibtel nuat apply RIU1 the erdvtaclwal
<br />ID. Tla a —I- evreee or Untel• -taped in exlaror conc�ele
<br />W I baarlrg.
<br />Exee ' safe loads for vMlled nttele muse
<br />we fe bed hom next bight eYglw.
<br />8. For Ihtale lalgtfa rot ehaon, ues as fe toed
<br />F . FLLED eMTH 61S�1JT r U. •UNFILLED
<br />per
<br />I (sxal 3/8 M h
<br />Pe •/ Nx
<br />ggregate 4 8 tO 11 Ie eheP
<br />end)p •Vuewral doeumwlta,
<br />4. U-LMtaK are manufae •W, 5 0' bng neldae at
<br />maeonr "lle •hall Taw a coat r etw-co Iled m accordance
<br />y o e�
<br />with = C-25G — — ppro i CPating.
<br />II. LMtaK loaded ebukarlaeue 'a U v 1-1 ( It
<br />� p
<br />SEE 9AFE LATERAL LOAD
<br />TABLES FOR LOAD RATING rsduud by 20% Ir baarlriy length is
<br />FOR EACH ADDITIONAL pa Uan a 1/a bdlee.
<br />M1M next Ip�9ist IwgUn shcue
<br />S All Nfa bade In unit. of pound• Par linear
<br />pUANTITY 6 9 RESAR AT 'll
<br />� BO{i01'i GP LINTEL CAVITY t�
<br />4. Concrete fie Unla (Cell
<br />°a^9
<br />Ua and• to eceome iata vertical —11 relnfpa Arid aA1
<br />9r ^9
<br />y
<br />yllirt) and hpl2onlal (letrelI bade •heuld dallied
<br />�InFORCED CMIJ FALL
<br />2. NR •Not Reled
<br />foot
<br />AST CSO eaninl.xr rat arse
<br />15mm
<br />5. RMarsoa lYla CART-CT�TE Load Deflection Gaph brodve
<br />&
<br />for llntal dsflactlon Kfomellon.
<br />for Ua combined bedplg wil, the felbaing aquaii—
<br />COURT
<br />3. Safe bode era euprimpo•ad ellauebM bade.
<br />A. sere 1,& 1 40
<br />m. All safe loads bleed on elnply xpporled
<br />o
<br />cppreeelva strength . pal
<br />5. Rliar per A - A615 grade 60
<br />6. Bottom flail added rebar le be bca— at the bollan
<br />toed. e on grade «grade 60
<br />tall rebar.
<br />11. The r.enbar in tla tlr peranUa•I•
<br />CJ KJ LJ 8
<br />6. PraNraal rd ABTH A4K
<br />^9 eve per
<br />of the 1-1 uN ly.
<br />Qi2.aII d verliewl bed AI L 11ad I.eNeenlel bed
<br />S I0
<br />safe Ve 1-1 toed Safe horl—.I load
<br />!]' 0.R TYP
<br />5, Ona n rebar ma be eubellwtad r- tuw
<br />y
<br />lndbatw the cent retlucllon fp G 40
<br />per 3e
<br />11I al,e]liltt OF 5
<br />,
<br />gr ds 210 be relex.tl—
<br />T.NorlM AST11 C210 H cT S
<br />Per type
<br />1. 1A2' diamalr — •limp, are urlded to the
<br />bottan steel fp na hanlcal a Ftora 9a-
<br />U. Addillonal Ktaral load capacAy mn ba
<br />(2) 9 WEAR
<br />9 reban a 8' tenets only
<br />6. TY de• evakate eonearltre letl
<br />191ar ^a
<br />flab adeKtl rmar.
<br />Exe le 1'-6' IMtal l 8F32-B safe
<br />^P
<br />L
<br />3
<br />REBAR AT TOP
<br />L
<br />,1
<br />•
<br />8. Cast-In-pbu mnoele may ba provided b coepeelte Imtal
<br />M Ilau or concr4na maeany ,Iilu.
<br />ob Ia l mbe ti a daaigner by provid.S addltldal ralnre `
<br />corlcela soey above Ua Ilmel. Sea devil et rkjn�
<br />GR40 p GR60
<br />bad flan lb •a • lead tabu by
<br />cakvleling Ua mexmrw rasKlhg eloelarnY
<br />gravity bad 6412ru mJ 15x
<br />etd,—I-7 412 (25) . 5501 pir
<br />NCMWAL LIEKdiT
<br />�.tyyw WDTH
<br />A R C N I T E C T 3
<br />Gro�up��.
<br />1441 N. RONALD REAGAJIBLVD.
<br />LONGWOOD, FL 327PH: 407-774-6078
<br />FAX 407-774-407www.abdesigngroup.
<br />AA S: 0003325
<br />F
<br />x
<br />C
<br />V
<br />Z
<br />F
<br />r
<br />Cue
<br />Q
<br />F
<br />0
<br />2
<br />L]
<br />SuBwv. at LAT
<br />SILVERADO
<br />LOT 9
<br />BLK 1
<br />FrAon CT#
<br />04128.000-09001
<br />1[ODEie
<br />4EAB
<br />"1672- ARIA"
<br />GARA03111 OWWO:
<br />LEFT
<br />PAOffi:
<br />LINTEL
<br />SCHEDULE
<br />150 MPH EXP. B
<br />ARCHRECT
<br />STATE OF FLOFNDA
<br />�Alall
<br />I I -IA' CLEAR
<br />l�r,tL P � D10/21/16
<br />EICALE: 1 /4"=1' - 0"
<br />atRQ)T SL
<br />9 REBAR AT L TTOH a'a�W
<br />aF TN DA.vlrr 1 13
<br />BOTTOM RPm L TEC C.
<br />PROVIDED N LWTEL
<br />(VAItlEB)
<br />
|