|
&AFE LOAD T,45LE,5
<br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS
<br />8' FREC,46T 4 FRE6TRE65ED U-LINTEL6
<br />GRAVITY
<br />TYPE
<br />LENGTH
<br />au I
<br />8_013
<br />OFS-115
<br />SM-15
<br />SF16-113
<br />BF20-IB
<br />SF24-151SF28-115
<br />SR�2-115
<br />2'-10'(34') PRECAST
<br />2302
<br />3166
<br />4413
<br />60391
<br />1526
<br />SW4
<br />0412
<br />11536
<br />3166
<br />44-13
<br />603j
<br />1526
<br />W04
<br />104-12
<br />IIW9,
<br />V-ro' (42') PRECAST
<br />2302
<br />3135
<br />33*11
<br />46815
<br />6001
<br />1315
<br />30
<br />8630
<br />B134-1
<br />3166
<br />4413
<br />9,03S
<br />-1526
<br />W04
<br />0412
<br />10412
<br />IIS36
<br />4'-0'(48') PRECAST
<br />20213
<br />2325
<br />24S&
<br />3461
<br />443a
<br />5410
<br />364
<br />6364
<br />1358
<br />264r.
<br />4413 1
<br />6035
<br />1526 1
<br />W04
<br />0412
<br />10412
<br />_11133ro
<br />4'-(o* (54') PRECAST
<br />lial
<br />IS13
<br />1 2651
<br />3403 1
<br />4149
<br />4
<br />4899,
<br />894
<br />P
<br />5644
<br />2110
<br />4021
<br />60313
<br />lr726
<br />5004
<br />1
<br />10412
<br />041 2
<br />%668
<br />5'-4' (eW) PRECAST
<br />1184
<br />r223
<br />1301
<br />IS09
<br />231-1
<br />2S2f.
<br />3336
<br />333&
<br />3046
<br />1665
<br />26013
<br />!,05-1
<br />6M6
<br />5400
<br />jb424
<br />6424
<br />1450
<br />5'- 10 *C10') PRECAST
<br />S-12
<br />1000
<br />105-B
<br />14-14
<br />10815
<br />2304
<br />2-121
<br />3131
<br />1451B
<br />2464
<br />4144
<br />S458
<br />4431
<br />5200
<br />6122
<br />PRECAST
<br />c331
<br />1255
<br />2101
<br />3263
<br />2146
<br />33$8
<br />31311
<br />4585
<br />125�
<br />2101
<br />33S6
<br />5260
<br />-1134
<br />SS95
<br />68W
<br />050')PRECAST
<br />'161
<br />102e
<br />IS15
<br />2305
<br />115154
<br />24311
<br />2886
<br />3,333
<br />to2s
<br />__*1_5T
<br />2&io
<br />3an
<br />555&
<br />&em
<br />5o4l
<br />V-4' (112') PRECAST
<br />513
<br />- 632
<br />104S
<br />146S
<br />1210
<br />1482
<br />1154
<br />2021
<br />irva
<br />1212
<br />]ale
<br />2544
<br />5
<br />3465
<br />4030
<br />3121
<br />IV-6Y126") PRECAST
<br />456,
<br />482
<br />802
<br />U25
<br />S5
<br />12 2
<br />1122
<br />132a
<br />1535
<br />656
<br />1025
<br />514
<br />2081
<br />1 4
<br />2114
<br />2
<br />3130
<br />249>4
<br />11'-4' (13ro') PRECAST
<br />445
<br />5W
<br />935
<br />13&5
<br />1654
<br />3 5
<br />2355
<br />IIS3
<br />2015
<br />Sw
<br />S35
<br />1365
<br />1854
<br />2441
<br />2 4 4 I
<br />3155
<br />4044
<br />12'-0*044') PRECAST
<br />414
<br />545
<br />864
<br />1254
<br />IrsS
<br />.1 4
<br />2014
<br />0
<br />1510
<br />Isla
<br />555
<br />8664
<br />1254
<br />161153
<br />2
<br />2211
<br />2 1 1
<br />21D32
<br />35W
<br />PRECAST
<br />362
<br />421
<br />12r.
<br />1028
<br />1331
<br />r
<br />1635
<br />r
<br />1224
<br />141S
<br />485
<br />149
<br />101r.
<br />143S
<br />1055
<br />S5 5
<br />2343
<br />21120
<br />W-O'(168') PRECAST
<br />338
<br />391
<br />b4a
<br />SIS
<br />IIW
<br />14f.2
<br />1081
<br />1260
<br />455
<br />IM
<br />1003
<br />1335
<br />1114
<br />2153
<br />2666
<br />PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />--Zr-
<br />P
<br />Pr
<br />165
<br />1310
<br />2045
<br />2 10
<br />1 2610
<br />3185
<br />3165
<br />15'-4'(184') PRESTRESSED
<br />N.R.
<br />NR
<br />NIQ
<br />I NR
<br />NR
<br />NR
<br />NIQ
<br />NR
<br />-
<br />420
<br />6%5
<br />1250
<br />1065
<br />i
<br />23110
<br />28W
<br />3410
<br />Il'-4'(20W) PRESTRESSED
<br />N,R,
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />- =0
<br />_73-0-
<br />1!60
<br />1400
<br />IWO
<br />2200
<br />1 2600
<br />IS'-W(252") PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />-74-o
<br />400
<br />150
<br />IOW
<br />1400
<br />1120
<br />2030
<br />21'-4'(25(o')PRSSTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />183
<br />330
<br />610
<br />S40
<br />1340
<br />1-180
<br />2110
<br />22'- 0'(26 W) PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NfR
<br />NR
<br />- 160
<br />300
<br />510
<br />!10
<br />ILSO
<br />1660
<br />Islo
<br />24'-0t28W) PRESTRESSED,
<br />NR.
<br />NR
<br />ti,
<br />NR
<br />NR
<br />NR
<br />i NIR
<br />NR
<br />14R
<br />240
<br />410
<br />'120
<br />1 10>30
<br />,7_
<br />.
<br />I 1610
<br />I-1ATERIAL5
<br />1. F'c precast lintels . 3500 Pei.
<br />2. F'c prestressed lIntals - 6000 psi.
<br />3� f'c grout - 3000 psi w/ maximum 3/6' aggregate.
<br />4. Concrete masonry unite (CMU) per ASTM CSO wl
<br />minimum net area compressive strength a ISOO psi.
<br />5, Rel:�ar provided in precast lintel per ASTM ArO15 GRfoo.
<br />Field rebar per ASTM 4615 GR40 or GR60.
<br />6. Prestressing strand per ASTM A416 grade
<br />210 low relaxation.
<br />1. 1/32 wire per ASTM A510.
<br />& Mortar per ASTM C210 type M or S.
<br />8' FREC,45T 4 PRE5TRE55ED U-LINTEL5
<br />Uf=L
<br />FT
<br />LATERAL
<br />TYPE
<br />I ENGTIA
<br />16-1
<br />20- TF24-1
<br />"
<br />-11
<br />-
<br />3'-'T
<br />SUS
<br />ape
<br />3PS-21
<br />FI2-2TrFIr2T
<br />20-2
<br />-2
<br />24 21
<br />2a-2
<br />,
<br />OF32-2T
<br />V-10'(34') PRECAST
<br />2121
<br />2alS
<br />4101
<br />5332
<br />&S
<br />&
<br />1.611
<br />W55
<br />2021
<br />2021
<br />2121
<br />2184
<br />aWl
<br />5130
<br />.4
<br />1630
<br />JOF
<br />"1
<br />3'-ro' (42') PRECAST
<br />2165
<br />22ft
<br />32&0
<br />4231
<br />521S
<br />&204
<br />f
<br />11132
<br />1251
<br />125-1
<br />2165
<br />2215
<br />3V.5
<br />4125
<br />SOSI
<br />_, 1
<br />6"1
<br />1 , ,
<br />103r.
<br />4'-0' (4W) PRECAST
<br />1818
<br />IWS
<br />2832
<br />3 6, W
<br />,3
<br />4532
<br />5381
<br />6245
<br />12138
<br />Isla
<br />IS25
<br />2irle
<br />35S3
<br />4422
<br />5264
<br />5
<br />,
<br />rolle
<br />4'-ro' (54') PRECAST
<br />1660
<br />1162
<br />2501
<br />3251
<br />4010
<br />4161
<br />5525
<br />121
<br />'121
<br />1660
<br />110S
<br />2435
<br />3111
<br />31BI3
<br />4658
<br />549* '
<br />5'-4' (64') PRECAST
<br />13-33-
<br />1484
<br />2110
<br />2141
<br />3315
<br />4010
<br />4648
<br />13S3
<br />1431
<br />2050
<br />2610
<br />32S3
<br />3WO
<br />454-h '50B,
<br />1,10"1
<br />PRECAST
<br />1212.
<br />1351
<br />11130
<br />2505
<br />3084
<br />3665
<br />4241
<br />416
<br />.416
<br />1212
<br />1315,
<br />1815
<br />2441
<br />300
<br />35;3- '
<br />4151
<br />ro'-W(IS') PRECAST
<br />1141-
<br />1200
<br />1133
<br />2250
<br />21be
<br />32SO
<br />3812
<br />561
<br />1141
<br />IIa2
<br />*84
<br />2192
<br />2-103
<br />3219,
<br />3-132
<br />I'-W 02IV) PRECAST
<br />S5S-
<br />S12
<br />1415
<br />IS14
<br />2a54
<br />2ISl
<br />3240
<br />5SI
<br />r051
<br />eW
<br />102S
<br />1466
<br />IW1
<br />2351
<br />.
<br />21S-1
<br />245
<br />7-
<br />S'-4' (112') PRECAST
<br />Sol.
<br />9112
<br />we
<br />l2rs
<br />1560
<br />1852
<br />2144
<br />454
<br />(23
<br />WI
<br />155
<br />IIW
<br />15510
<br />1 J10
<br />2211
<br />1
<br />2634
<br />10140102ro') PRECAST
<br />1161
<br />4W
<br />IJ3
<br />1021
<br />12&1
<br />14S&
<br />1131
<br />3ero
<br />116
<br />611
<br />1031
<br />13as
<br />1-111
<br />.2034
<br />2 3 ;7
<br />ll'-4' 036') PRECAST
<br />6661
<br />435
<br />be&
<br />ft9I
<br />1104
<br />130S
<br />ISIS
<br />3(03
<br />&r.6
<br />535
<br />SOS
<br />IM
<br />15es
<br />Ise&
<br />21W
<br />W-O'(144') PRECAST
<br />&Oil
<br />400
<br />631
<br />616
<br />1001
<br />Ilft
<br />1312
<br />340
<br />4S4
<br />631
<br />486
<br />sle,
<br />120$
<br />1514
<br />IlV13
<br />2086
<br />PRECAST
<br />S2>0*
<br />340
<br />S32
<br />686
<br />S41
<br />SS-1
<br />1153
<br />302
<br />31381
<br />513
<br />40S
<br />&W
<br />1004
<br />1361
<br />163-1
<br />,
<br />Iss-I
<br />aS
<br />14'-V(I(W� PRECAST
<br />458-
<br />316
<br />1 4W
<br />635
<br />'118
<br />922
<br />1065
<br />01142
<br />28ro
<br />3roO
<br />54a
<br />31a
<br />(P215
<br />W2
<br />1254
<br />lbrbol
<br />]sib
<br />14--8- Nle,') PRESTRESSED
<br />243
<br />2S5
<br />45%
<br />5151
<br />124
<br />801
<br />sw
<br />N.R.
<br />351
<br />=43
<br />'352
<br />r
<br />782
<br />as2
<br />1156
<br />14-11
<br />l5'-4'(Ie4*) PRESTRESSED
<br />228
<br />218
<br />430
<br />553
<br />611
<br />WI
<br />925
<br />NR
<br />321
<br />228
<br />32S
<br />542
<br />IV
<br />10-12
<br />1381
<br />16-16
<br />Il'-4' (20V)PRESTRE$5ED
<br />]as
<br />23ro
<br />361
<br />464
<br />5,61
<br />610
<br />1IN14
<br />ISS
<br />21&
<br />443
<br />64S
<br />614
<br />1121
<br />l3as
<br />IS'-4' (232') PRESTRESSED
<br />165
<br />201
<br />313
<br />401
<br />4W
<br />518
<br />661
<br />N.R.
<br />204
<br />ISS
<br />23S
<br />383
<br />550
<br />136
<br />S40
<br />1160
<br />11%0
<br />21'-4' (256')PPESTREssEr.>
<br />'
<br />'8&
<br />218
<br />356
<br />433
<br />512
<br />5W
<br />0
<br />N.R.
<br />112
<br />142
<br />212
<br />336
<br />411
<br />035
<br />635
<br />Wi
<br />Wl
<br />"S3
<br />S3
<br />22'-0'(2&4*)PRESTRESSED
<br />140
<br />ISO
<br />268
<br />343
<br />1 418
<br />453
<br />565
<br />131
<br />205
<br />322
<br />451
<br />1
<br />-1-11
<br />S41
<br />24'-0"(288') PRESTRESSED
<br />121
<br />165
<br />244
<br />312
<br />M
<br />ff
<br />-1
<br />74
<br />515
<br />
<br />I
<br />124
<br />196
<br />2W
<br />40S
<br />1 538
<br />&W
<br />8�13
<br />GENERAL NOTES
<br />-REDUCE VALUE SY 25% FOR ORAVE 40 FIELD RESAR
<br />a' PREC46T W1 2' RECE55 DOOR U-LINTEL&
<br />1CAmr-40"M
<br />GRAVITY
<br />LENGTH TYPE
<br />80IF22-0081W26-
<br />SFIF30_0B,
<br />eRF14-115
<br />SWIO-SlOW22-16
<br />&M6-lej
<br />ow"-15
<br />4'-4' (52') PRECAST
<br />14
<br />15SI
<br />1821
<br />3053
<br />3412
<br />2W2
<br />41BO2
<br />3S54
<br />6412
<br />4S21B
<br />IS41
<br />DW4
<br />S416
<br />r1aw
<br />10518
<br />4'-ro' (F74') PRECAST
<br />1351
<br />144S
<br />21a2
<br />2114
<br />5600
<br />4481
<br />53-15
<br />6264
<br />1102
<br />3412
<br />4W2
<br />6412
<br />IS41
<br />5416
<br />loals
<br />F-V (68')FRECA5T
<br />832
<br />1602
<br />1550
<br />2058
<br />2566
<br />301�
<br />3595
<br />186
<br />1153
<br />2162
<br />4014
<br />6412
<br />651ro
<br />9014
<br />(183S
<br />PRECAST
<br />135
<br />lis
<br />1500
<br />144-B
<br />IS24
<br />2400
<br />281r.
<br />3352
<br />1103
<br />2051
<br />3811
<br />6412
<br />1 6511,
<br />54ro
<br />6411
<br />(W-V (aV)PRECAST
<br />822
<br />-
<br />W-1
<br />1611
<br />2S33
<br />251ro
<br />3223
<br />3812
<br />4522
<br />Wl
<br />1611
<br />2S33
<br />4100
<br />6130
<br />- sill
<br />6101
<br />(So")FIRECA5T
<br />- AS
<br />1&1
<br />1311
<br />2252
<br />IS50
<br />2451
<br />2S44
<br />343S
<br />obro!,
<br />-7&-4
<br />13-1-1
<br />23213
<br />360S
<br />5492
<br />6624
<br />5132
<br />V-V (11(V) PRE�C:AdST
<br />3it
<br />420
<br />834
<br />1253
<br />loll
<br />1342
<br />1614
<br />1806
<br />S35
<br />I IA28
<br />a' PRECAST W1 2' RECESS DOOR U-LINTELS
<br />UFL FT
<br />LATERAL
<br />I ENGTP TYPE
<br />8116%.!T
<br />8111FIC-171'
<br />'o-TT
<br />811IF14-IT
<br />emis.rr
<br />8M2.ITj&w26-rr
<br />81QFW.IT
<br />6IW*-2T
<br />8WIV-2T
<br />'"T
<br />8WI4-2T
<br />OWIS-2T
<br />8IRF22-2T
<br />OFIF26-27
<br />SPIF.50-21
<br />SM9
<br />efir-6
<br />4'-4* (5,2') PRECAST
<br />1244
<br />IS'
<br />15-13
<br />2413
<br />3260
<br />4112
<br />4561
<br />5825
<br />532
<br />1244
<br />.3
<br />151-B
<br />233S
<br />3110
<br />4000
<br />4850
<br />56 Jr.
<br />W2
<br />4'-ro' (EW) PRECAST
<br />li,32
<br />159>1
<br />R145
<br />2311
<br />3121
<br />3531
<br />4156
<br />5511
<br />853
<br />11912
<br />1455
<br />2240
<br />3036
<br />383-1
<br />4643
<br />5453
<br />S53
<br />5'-V (9,8')IF`RECA5T
<br />S24-
<br />"j,
<br />1112
<br />1,11B5
<br />2423
<br />3055
<br />368S
<br />4325
<br />Sol
<br />S24
<br />1132
<br />'132
<br />1141
<br />2351
<br />25-18
<br />3603
<br />423-0
<br />5".
<br />5'-10' (10') PRECAST
<br />asbo
<br />1130
<br />1142
<br />2352
<br />2c*S
<br />3581
<br />41S5
<br />4re
<br />as(b
<br />10513
<br />I&W
<br />2288
<br />28SI
<br />34S1
<br />4106
<br />4613
<br />&'-W ($V)PRECAST
<br />ile
<br />882
<br />1513
<br />2042
<br />2513
<br />3101
<br />3&42
<br />630
<br />1100
<br />lie
<br />-35r.
<br />1468
<br />ISS-1
<br />2acs
<br />3o3s
<br />-
<br />7_(.3
<br />(SV�PRECAST
<br />as
<br />glee
<br />rosi
<br />1325
<br />1810
<br />22W
<br />2153
<br />3221
<br />6158
<br />2H
<br />1
<br />2
<br />2
<br />351
<br />V-S' (Ilro') PRECAST
<br />t5,33-
<br />4.17
<br />M
<br />1 R'
<br />123
<br />141L
<br />3
<br />1995
<br />1 W4
<br />533
<br />521
<br />1 109n
<br />1 136-3
<br />1 1120
<br />1 20"
<br />1 245,0
<br />519,
<br />1
<br />-REDUCE VALUE 5r IS% FOR CKADE 40 FIELD REMAR
<br />_S REBAR AT TOP
<br />MIN " (1) REQ10
<br />1-1/2' CLEAR
<br />TYPE
<br />IDESIGNATION
<br />-1 .4
<br />=3
<br />F FILLED WITW GROLIT / U - UNFILLED
<br />Ul
<br />FQUANTITY Or 05 REIBAR AT
<br />BOTTOM OF: LINTEL CAVITY
<br />-GROUT
<br />Of=le� 15/1T
<br />-
<br />-05
<br />REIBAR AT BOTTOM
<br />L
<br />Or LINTEL CAVITY
<br />NOMINAL WIDTH _j
<br />NOMINAL WEIGHT-1
<br />QUANTITY OF 45
<br />REBAR AT TOP
<br />1.1-5/6-ACTUAL I
<br />I
<br />BOTTOM REINFORCING
<br />PROVIDED IN LINTEL
<br />8. NOMINAL WIDTI-I
<br />(vAIRIES)
<br />5AFE L0,41D TABLE
<br />NOTE5
<br />1. Provide full mortar head and bea joints,
<br />2, Shore filled lintel& as required.
<br />3. Installation of lintel must Comply with the architectural anclor structural drawings,
<br />4. Lintels are manufactured with 5-1/2' long notches at the and& to accommodate
<br />vertical cell reinforcing and grouting.
<br />5. All lInteI6 meet or exceed L/360 vertical deflection, except lintels ll'-4' and
<br />longer with a nominal height of 8' most or exceed LAW.
<br />ro. Bottom Field added rebar to be located at the bottom of the lintel cavity.
<br />1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage,
<br />8. 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 value& based on minimum 4' bearing. Exception: Safe load& for unfilled
<br />lintels must be reduced by 2051. If bearing length is less than 6-1/2'.
<br />Safe loads For all recessed lintel& based on 6' nominal bearine-
<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 gracle 40 or gracle 60 field rebar.
<br />5. Additional lateral load capacity can be obtained by the designer by providing
<br />addlonal reinforced masonry above the precast lintel.
<br />(0� One 01 rebar may be substituted for two 05 rebars In 8' lIntels only.
<br />1. The designer may evaluate Concentrated loads from the safe load tables by
<br />Calculating the maximum resisting moment and shear at cl-awaq from the Face of support.
<br />a. For composite lintel heights not shown, use safe load from next lower height.
<br />S, All sate loacle. in units of pounds per linear foot.
<br />A" _K I T E " 8-1
<br />Msign
<br />G r ZOUSPO.ne-
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />H: 407- 7 78
<br />FAX: 407-7744078
<br />www.abdesIgngroup.ccxn
<br />AA M. 0003325
<br />summ & Lom"!
<br />SILVERADO
<br />LOT 27
<br />BLK 6
<br />IPROJWT#
<br />'04128.000-02761
<br />MODZU
<br />4EBB
<br />"1828-CALI"
<br />GARAGM 8WWQ.
<br />LEFT
<br />PAGV.
<br />SAFE LOAD
<br />TABLES
<br />150 MPH EXP. B
<br />ARCHMECT.-
<br />MTE OF FLORD
<br />F-PRINT
<br />DATM: 11/09/17
<br />BCAXJb 1/4"=f-O"
<br />skaw"
<br />1B. I
<br />1111,1 .0
<br />
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