|
5AFE LOAD T,45LES
<br />FOR GRAVITY, UPLIFT 4 LATERAL L0,406
<br />5' PRE046T 4 PRESTRESSED U-LINTELS
<br />4^mr-4011114"
<br />GfRAVIT�'
<br />�L:ENGTH�TYF�E
<br />OB
<br />SFS�015
<br />ZF!2�05
<br />0-16�00
<br />3F20-9)n
<br />3F24-08
<br />�1726-012
<br />N-32-08
<br />aFa-15
<br />EF12-15
<br />MC.-IB
<br />OF20-15
<br />SF24-IB
<br />aF25-15
<br />SF32-15
<br />2'-10'(34') PRECAST
<br />2302
<br />31(.r.
<br />4413
<br />605S
<br />752r.
<br />W04
<br />10412
<br />IIS3&
<br />3166
<br />4413
<br />6031B,
<br />1526
<br />SW4
<br />10412
<br />IIS36
<br />3'-ro' (42') PRECAST
<br />2302
<br />BIBS
<br />3311
<br />46013
<br />6001
<br />1315
<br />$630
<br />IBS41
<br />31(0r�
<br />4413
<br />r. 0 3S
<br />152e,
<br />W04
<br />10412
<br />111336
<br />4'-0'(4V) PRECAST
<br />202
<br />2325
<br />24S&
<br />3461
<br />4438
<br />B410
<br />6384
<br />1358
<br />2646
<br />4413
<br />(.035
<br />1526
<br />SM4
<br />10412
<br />11%36
<br />4'-ro' (54') PRECAST
<br />Iro5l
<br />1161
<br />1513
<br />2657
<br />3403
<br />4145
<br />46Sr.
<br />56,44
<br />2119)
<br />4021
<br />6031b
<br />152r.
<br />W04
<br />10412
<br />S668
<br />5'-4" (roW) PRECAST
<br />1184
<br />1223
<br />1301
<br />L805
<br />2311
<br />2826
<br />3339,
<br />3846
<br />16,65
<br />2WS
<br />5051
<br />60S6
<br />5400
<br />6424
<br />1450
<br />5'- 10'('10') PRECAST
<br />CJ12
<br />10M
<br />105-3
<br />14-14
<br />IWS
<br />2304
<br />2121
<br />3131
<br />14513
<br />2464
<br />4144
<br />54SO
<br />4431
<br />52W
<br />6122
<br />PRECAST
<br />1531
<br />1255
<br />2101
<br />32CP3
<br />214r.
<br />3358
<br />31371
<br />4585
<br />1255
<br />2101
<br />33S&__
<br />--52&0 _
<br />1134
<br />SSS5
<br />9,9W
<br />OBV)PRECAST
<br />lrol
<br />102S
<br />1615
<br />2385
<br />ISS4
<br />243S
<br />289*
<br />3333
<br />102S
<br />1615
<br />2610
<br />3831B
<br />55`36
<br />6613
<br />5047
<br />.3'-4' (112') PRECAST
<br />513
<br />9,32
<br />104S
<br />14&S
<br />1210
<br />1482
<br />1154
<br />2021
<br />76a
<br />1212
<br />1518
<br />2544
<br />3465
<br />4030
<br />312-1
<br />10'-ro'(12ro') PRECAST
<br />4 5&
<br />4S2
<br />802
<br />1125
<br />S15
<br />1122
<br />1326
<br />1535
<br />r &58
<br />1025
<br />514
<br />2081
<br />2-1-14
<br />3130
<br />2404
<br />ll'-4* (13ro') PRECAST
<br />445
<br />5W
<br />S35
<br />13915
<br />1854
<br />2355
<br />1153
<br />2015
<br />5W
<br />sarp
<br />1365
<br />1854
<br />2441
<br />3155
<br />4044
<br />12'-0'(144*) PRECAST
<br />414
<br />545
<br />864
<br />1254
<br />Irbat
<br />2014
<br />1510
<br />Isis
<br />555
<br />864
<br />12�,4
<br />lr.S3
<br />2211
<br />1 2832
<br />35130
<br />13'-4" (100') PRECAST
<br />3iS2
<br />421
<br />129,
<br />1026
<br />13BI
<br />1635
<br />1 1224
<br />1416
<br />485
<br />148
<br />1010
<br />1438
<br />1855
<br />2343
<br />2520
<br />14'-0'(Iro8') PRECAST
<br />33a
<br />361
<br />645
<br />sm
<br />IIW_
<br />1462
<br />1081
<br />1260
<br />455
<br />-100
<br />1003
<br />1335
<br />1714
<br />2153
<br />2(.66
<br />PRESTRE681ED
<br />N.R.
<br />NR
<br />NR
<br />NIR
<br />NR
<br />NR
<br />NR
<br />NIR
<br />465
<br />165
<br />1310
<br />2045
<br />2610
<br />3195
<br />3165
<br />V-4'(184') PRESTRESSED
<br />N.R.
<br />NIR
<br />NR
<br />NIR
<br />NR
<br />NR
<br />NR
<br />NR
<br />420
<br />&S5
<br />1250
<br />195�
<br />2310
<br />28W
<br />3410
<br />II'-4'(208')PRE6TRESSE0
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />310
<br />530
<br />-350
<br />1400
<br />1800
<br />2200
<br />2600
<br />IV-4'(232') PRE5TRESSED
<br />NR,
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />240
<br />400
<br />150
<br />IOW
<br />1400
<br />1120
<br />2030
<br />2I'-4'(25&')F1RE5TRE55ED
<br />N.F;Z,
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />IS3
<br />330
<br />&10
<br />S40
<br />1340
<br />1-180
<br />2110
<br />22'-V(2(o4')F`RIE5TRESSED
<br />N.R.
<br />1
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />1&0
<br />300
<br />511R_
<br />810
<br />1250
<br />Irr.0
<br />ISIO
<br />24'-Or288') PRESTRE55ED
<br />N.R.
<br />I
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />F 130
<br />240
<br />41�
<br />120
<br />1030
<br />1350
<br />1610
<br />MATERIAL&
<br />1. F'c precast lintels . 3500 PSI.
<br />2. F'r- prestressed lintel5 - 6000 psi,
<br />3, f'c grout - 3000 psi w/ maximum 3/5' aggregate.
<br />4� Concrete masonry units (CMU) per A5TM CS0 w/
<br />minimum net area compressive strength = IS00 Psi.
<br />5. Ralbar provided in precast lintel per A5TM A&IE, GR60.
<br />Field rebar per ASTM 4615 GR40 or GIR&O.
<br />(o. Prestress1mg strand per A6TM A416 grade
<br />2-10 low relaxation.
<br />I� -1/32 wire per ASTM A510.
<br />6. Mortar per ASTM C210 type M or S.
<br />5' I=RECA6T 4 FRE57RESSED U-LINTELS
<br />UFL
<br />IFT
<br />LATERAL
<br />LENGTH-__ TYPE
<br />SFO-11
<br />5Fa-2TE__
<br />I!4i
<br />ttaSF20-IT
<br />!ELZ
<br />M6-2T
<br />�F20-2
<br />I
<br />F4:: T
<br />21
<br />BP28-IT
<br />IF213 27
<br />OF32-IT
<br />SF31 27
<br />aus
<br />SF5
<br />2'-10'(34') PRECAST
<br />212-1
<br />le
<br />' le
<br />4101
<br />5332
<br />3
<br />lall
<br />S055
<br />2021
<br />2021
<br />2,
<br />2-12-1
<br />21614
<br />1114
<br />3WI
<br />51W
<br />-
<br />4L1
<br />0
<br />1630
<br />�l
<br />3'-(o' (42') PRECAST
<br />2165
<br />22Se
<br />22.,
<br />3260
<br />4231
<br />521113
<br />6204
<br />IIS2
<br />12r,
<br />1251
<br />2 165
<br />2215
<br />21
<br />3165
<br />412 5
<br />5� 1
<br />5 O'l
<br />6061
<br />70,,
<br />4'-0'(48') PRECAST
<br />ISIS
<br />1 W13
<br />2832
<br />3600
<br />532
<br />453 2
<br />53S1
<br />6245
<br />153a
<br />lala
<br />IS25
<br />2-150
<br />3583
<br />4422
<br />5264
<br />6110
<br />(54'� PRECAST
<br />1660
<br />1162
<br />2501
<br />3251
<br />4010
<br />419,1
<br />5525
<br />121
<br />121
<br />1660
<br />1105
<br />2435
<br />3111
<br />3313
<br />.
<br />49,58
<br />5406
<br />5'-4' (ro4") PRECAST
<br />1353-
<br />1484
<br />1
<br />2110
<br />2141
<br />3315
<br />4010
<br />4648
<br />505
<br />I
<br />505
<br />13S3
<br />1431
<br />29*0
<br />26-10
<br />32S3
<br />31320
<br />7_413
<br />5'-I0'(10N) PRECAST
<br />1212'
<br />12-12
<br />1351
<br />IWO
<br />2"F,
<br />3064
<br />3665
<br />4241
<br />418
<br />418
<br />1212
<br />1315
<br />lair,
<br />2441
<br />3010
<br />3583
<br />4151
<br />ro'-b'(16") PRECAST
<br />1141-
<br />1200
<br />1133
<br />2250
<br />216-3
<br />1 32W
<br />3812
<br />101
<br />0&1
<br />1141
<br />1162
<br />1664
<br />2152
<br />2103
<br />1 321(,,
<br />3152
<br />(TIO') PRECAST
<br />S51b.
<br />S12
<br />14*15
<br />1914
<br />2354
<br />21SI
<br />3240
<br />5151
<br />�W-
<br />1025
<br />14ror.
<br />IWI
<br />2351
<br />2131
<br />3245
<br />13'-4' (112') PRECAST
<br />Sol-
<br />&12
<br />wo
<br />1269
<br />1560
<br />1652
<br />2144
<br />454
<br />&30
<br />WI
<br />155
<br />11-32
<br />1550
<br />11510
<br />2211
<br />2634
<br />10'4o'(126') PRECAST
<br />llr.-
<br />41ba
<br />ISB
<br />1021
<br />1261
<br />14S&
<br />1131
<br />i1r.
<br />r.11
<br />103S
<br />136S
<br />1-111
<br />2034
<br />2356
<br />ll'-4' (136") PRECAST
<br />"C"
<br />43S
<br />C"B6
<br />ae'B
<br />1 1104
<br />1305
<br />1515
<br />3( o3
<br />666
<br />535
<br />905
<br />12S5
<br />15c35
<br />1596
<br />=,
<br />12'-0*(144') PRECAST
<br />601-
<br />400
<br />631
<br />Vry
<br />1001
<br />Ila&
<br />1312
<br />340
<br />41B4
<br />=,,
<br />486
<br />ale
<br />12015
<br />1514
<br />1-113S
<br />-
<br />2;;;
<br />I3'-4'(Iro0') PRECAST
<br />500-
<br />340
<br />532
<br />696
<br />"
<br />13,31
<br />1153
<br />302
<br />336
<br />513
<br />40S
<br />652 .
<br />1004
<br />1361
<br />163-1
<br />185-1
<br />14'-0'(Irb8') PRECAST
<br />458-
<br />316
<br />4133
<br />635
<br />lie
<br />-322
<br />1065
<br />28ro
<br />3roOl
<br />548
<br />BIS
<br />629
<br />W2
<br />1254
<br />1561
<br />1816
<br />14'-&'(Ilr.*) PRESTRESSED
<br />247'
<br />2%r,
<br />45S
<br />551
<br />-124
<br />551
<br />SSO
<br />NR.
<br />BE71
<br />-
<br />243
<br />352
<br />582
<br />852
<br />1156
<br />14131
<br />1142
<br />V-4'(184') FIRESTRE86ED
<br />228
<br />21B
<br />553
<br />611
<br />801
<br />WS
<br />NR.
<br />32-1
<br />-;2 -a
<br />32S
<br />_430
<br />542
<br />ISI
<br />0.,2 -
<br />-
<br />laal
<br />- 76=6
<br />ll'-4' (20W)PRIESTRIES5150
<br />188
<br />23r.
<br />361
<br />4r.4
<br />5al
<br />610
<br />114
<br />NR.
<br />2S5
<br />- 188
<br />21r.
<br />4413
<br />64S
<br />814
<br />1121
<br />-738S
<br />IS'-4'(252') PRESTRESSED
<br />165
<br />201
<br />313
<br />401
<br />41B0
<br />51S
<br />r.911
<br />N - R
<br />204
<br />-
<br />Ir
<br />,5
<br />23J
<br />3a3
<br />550
<br />139,
<br />e4O
<br />1160
<br />21'-4' (25&')PRESTRES5ED
<br />145
<br />186
<br />218
<br />3r2ro
<br />433
<br />512
<br />5so
<br />N.R.
<br />1-12
<br />142
<br />212
<br />33r�
<br />4-11_
<br />635
<br />&01
<br />SSB
<br />140
<br />180
<br />268
<br />343
<br />415
<br />453
<br />560
<br />131
<br />205
<br />322
<br />451
<br />C101
<br />III
<br />S41
<br />24'-0'(288') PRESTRESSED
<br />121
<br />Ilb!5
<br />244
<br />]W
<br />312
<br />300
<br />441
<br />515
<br />124
<br />186
<br />4�08
<br />53S
<br />&SO
<br />83-
<br />GENERAL NOTE5
<br />-REDUCE VALLE BY 25% FOR r.RADE 40 FIELD RESAR
<br />0' FRECAST W1 2' RECESS DOOR U-LINTEL5
<br />GRAVIT�'
<br />LENGTH TYPE
<br />RLI,
<br />OW6 .00
<br />SPRIPro-IS
<br />OW10-015
<br />SWIC-18
<br />OW14-OB
<br />OW14-IS
<br />SWIS-0e
<br />SWID-15
<br />ORF22-019
<br />MF22-18
<br />ORP26-08
<br />SW26-0,
<br />OW30-05
<br />4'-4* (52') PRECAST
<br />1551
<br />3OS3
<br />2W2
<br />aS54
<br />4WS
<br />5W4
<br />6880
<br />148%
<br />1821
<br />3412
<br />4W2
<br />6412
<br />T541
<br />S416
<br />10818
<br />41-&' (541) PRECAST
<br />i3ri
<br />144t
<br />2182
<br />2114
<br />3600
<br />4481
<br />5315
<br />6264
<br />1102
<br />3412
<br />4SS2
<br />6412
<br />'1941
<br />S416,
<br />1081a
<br />r5'-13' (68')PRECAST
<br />532
<br />1602
<br />1550
<br />2056
<br />25rr.
<br />3015
<br />3585
<br />185
<br />IIP13
<br />21r.2
<br />40-14
<br />6412
<br />051r.
<br />5614
<br />6835
<br />PRECAST
<br />139
<br />lis
<br />f500
<br />144S
<br />lIZ24
<br />2400
<br />2810
<br />3352
<br />1103
<br />2051
<br />Bell
<br />6412
<br />6516
<br />5450
<br />6411
<br />ro'-V (80')PRECAST
<br />S22
<br />WI
<br />1611
<br />2S33
<br />2516
<br />3223
<br />3812
<br />4522
<br />501
<br />1611
<br />21333
<br />4100
<br />6130
<br />Bill
<br />6101
<br />71'-W (130') PRECAST
<br />161
<br />131-1
<br />2252
<br />1 J58
<br />2451
<br />21B44
<br />343S
<br />&(.5
<br />164
<br />1311
<br />232S
<br />360S
<br />54S2
<br />6624
<br />132
<br />V-V (Ilro') PRECAST
<br />311
<br />420
<br />034
<br />1253
<br />1011
<br />1342
<br />1614
<br />1
<br />5.35
<br />S28
<br />r 1431
<br />r 211S
<br />2&IB
<br />35S5
<br />2615
<br />5' PRECAST W1 2' RECESS DOOR U-LINTELS
<br />UFL FT
<br />ATERAL
<br />E STH TYPE
<br />8RF* -IT
<br />-IT
<br />SWIC-IT
<br />OFF14-IT
<br />OW184TIM-22-IT
<br />8FM9ITj8W30-1T
<br />s
<br />-2T
<br />SWIV-2T
<br />9SP14-2T
<br />84*18-2T
<br />5W22-2T
<br />'T_'T 21
<br />ORF26-27
<br />SM:30-21
<br />4'-4' (E,2') PRECAST
<br />1244
<br />'�44
<br />1513
<br />2413
<br />3260
<br />4112
<br />4 1
<br />4S&l
<br />5825
<br />32
<br />"44
<br />1244
<br />R124
<br />1511
<br />233S
<br />3110
<br />4006
<br />0
<br />4850
<br />(.S&
<br />4'-(o' (54') PRECAST
<br />11W
<br />"W
<br />1501
<br />2311
<br />3121
<br />3-B31
<br />415,i�
<br />4 6
<br />55-11
<br />853
<br />1
<br />IIS2
<br />1' 2
<br />1455
<br />2240
<br />303r.
<br />3831
<br />4643
<br />4 4 3
<br />5453
<br />653
<br />S'-V (OW)PRECAST
<br />-324-
<br />1112
<br />IIS5
<br />2423
<br />3055
<br />B&SS
<br />4325
<br />501
<br />S24
<br />1132
<br />1141
<br />2351
<br />2SIS
<br />3603
<br />L
<br />-4-2-3-0-1
<br />501
<br />5'-10'(10') PRECAST
<br />as&'
<br />1138
<br />1142
<br />2352
<br />2%65
<br />35 81
<br />4198
<br />46S
<br />8156
<br />10515
<br />I&W
<br />2288
<br />28V
<br />34SI
<br />410( .
<br />46S
<br />ro'-8' (60')PRECA5T
<br />Ila
<br />882
<br />1513
<br />2042
<br />25-13
<br />319>1
<br />36,42
<br />Ila
<br />S56
<br />1468
<br />ISal
<br />250S
<br />3035
<br />-
<br />1563
<br />'11-io' (JV)PRECAST
<br />r."
<br />Will
<br />1325
<br />1810
<br />22W
<br />2,153
<br />322*1
<br />__
<br />-110
<br />S41
<br />&88
<br />84S
<br />1302
<br />1162
<br />2 5
<br />2(
<br />'W
<br />-
<br />3151
<br />S'-V (116'� PRECAST
<br />533-
<br />433
<br />we
<br />1 11113
<br />1 1413
<br />1104
<br />ISS5
<br />614
<br />533
<br />521
<br />i -
<br />I i3rs
<br />I ii2a
<br />1 2088
<br />.
<br />2450
<br />516
<br />-REDUCE VALUE BY 15% FOR (3RADE 40 FIELD REEAR
<br />�S REBAR AT TOP
<br />MIN ' (1) REQ'D
<br />4 4
<br />1-1/2' CLEAR
<br />TYPE
<br />DE51GNATION
<br />F - FILLED WITH GROUT / U = UNFILLED
<br />i-u
<br />FQUANTITY OF $5 REBAR AT
<br />BOTTOM OF LINTEL CAVITY
<br />z
<br />V '4 'A
<br />0
<br />9
<br />_C.ROUT
<br />aF I (o 15/1T
<br />z
<br />�i�-
<br />-
<br />S REIBAR AT BOTTOM
<br />L
<br />0
<br />OF LINTEL CAVITY
<br />NOMINAL WIDTH
<br />NOMINAL HEIGHT-]
<br />QUANTITY OF 15
<br />F;E�BARAT TOY'
<br />)II-5/e'ACTUALI
<br />BOTTOM REINFORCING
<br />PROVIDED IN LINTEL
<br />6"NOMINAL WIDTH
<br />(VARIES)
<br />5AFE LOAD TABLE NOTE5
<br />1. Provide full mortar head and bad joint&,
<br />2. Shore filled lintals as required.
<br />3. Installation of lintel must comply with the architectural andlor structural drawings.
<br />4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
<br />vertical call reinforcing and grouting.
<br />5. All lintels meet or exceed L/39,0 vertical deflection, except Itntels 1'1'-4' and
<br />longer with a nominal height of Vmeet or exceed L/180.
<br />(o. Bottom field added relbar to be located at the bottom or the lintel cavity.
<br />1. -1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
<br />a. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units.
<br />S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
<br />1� All values based on minimum 4' bearinq. Exception: Safe loads for unfilled
<br />lintels must be reduced by 20% If bearinp length is less than (o-112'.
<br />Safe loads for all recessed lintel& baseJ on a' nominal bearing.
<br />2. N.R. = Not Rated,
<br />3. Safe loads are total superimposed allowable load on the section specified.
<br />4. Safe loads based on grade 40 or grade 60 field rebar.
<br />5. Additional lateral load capacity can be obtained by the clesignasr by providing
<br />addlonal reinforced masonry above the precast lintel,
<br />One 01 rel:�ar may be substituted For two 05 rebars in S' lintals only.
<br />I� Thes designer may evaluate concentrated loads from the safe load tables by
<br />calculating the maximum resisting moment and shear at d-away From the Face of support,
<br />8. For composite linte heights not shown, use safe load from next lower height.
<br />,B, All safe loads In uri�ts of pounds per linear Foot.
<br />A R C H I T I C T 3-1
<br />Desl'-dn
<br />G r Mou 90F. Z.
<br />41N - RONALD REAGAN BLVD.
<br />LONGWOOD, FIL 32750
<br />FAX- 407-774-4078
<br />www.abdeslgngroup.com
<br />AA #: 0003325
<br />O'EmBDIV. 89 L01.1
<br />SILVERADO
<br />LOT 33
<br />BLK 6
<br />]PROJIM
<br />04128.601-03361
<br />IWDZIf,
<br />4EHB
<br />"2605-HAYDEN"
<br />GARAGE! B'WMG.
<br />LEFT
<br />PA011h
<br />SAFE LOAD
<br />TABLES
<br />150 MPH EXP. Bj
<br />ARCHn'ECT:
<br />STATE Of FLORIDA
<br />F-IPRERT -1
<br />Z,AM 11/10/17
<br />SCALM 1/4"=V-0"
<br />DEC=
<br />1B.1
<br />
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