|
SAFE LOAD T,45LES
<br />FOR GRAVITY, UPLIFT 4 LATERAL LOADS
<br />5' PRECAST 4 PRESTRESSED J-LINTELS
<br />4^=r_4#9qM
<br />G fRA
<br />v I TT'
<br />LENGTP TYPE
<br />BUB
<br />OFS-15
<br />BF12-15 I
<br />&=16-15
<br />8F20-15
<br />84=24=115
<br />DF25�115
<br />DF32�15
<br />2'-10'(34') PRECAST
<br />2302
<br />3166
<br />4413
<br />603S
<br />1526
<br />W04
<br />10412
<br />IIS3&
<br />3IC16
<br />4413
<br />603S
<br />1526
<br />W04
<br />10412
<br />11-336,
<br />3'-r,' (42') PRECAST
<br />2302
<br />3135
<br />3311
<br />4e5S
<br />6001
<br />1315
<br />8630
<br />SS41
<br />— 3166
<br />4413
<br />ro 0 3S
<br />2
<br />ID2e
<br />K443
<br />W04
<br />10412
<br />11-336
<br />4'-0'(4V) PRECAST
<br />2021B
<br />2325
<br />24S6
<br />3461
<br />4435
<br />541a_
<br />6384
<br />1355
<br />2646
<br />4413
<br />_&03S
<br />1526
<br />S004
<br />10412
<br />11%36
<br />4'-ro' (54') PRECAST
<br />1
<br />1161
<br />1913
<br />2&51
<br />r '"
<br />34.3
<br />3403
<br />1 414S
<br />45S&
<br />5&44
<br />21-190)
<br />402L
<br />('03S
<br />03"
<br />1526
<br />WLO 4
<br />10412
<br />'3665
<br />5'-4" ((PW) PRECAST
<br />Ila4
<br />1223
<br />1301
<br />1509
<br />2311
<br />2526
<br />3336
<br />3846
<br />1665
<br />28ae
<br />SOS1
<br />FS
<br />SOS&
<br />S400
<br />6424
<br />1450
<br />5'-10'(10') PRECAST
<br />S12
<br />1000
<br />105J
<br />1414
<br />'4'4
<br />1555
<br />2304
<br />2121
<br />3131
<br />14513
<br />2464
<br />4144
<br />4144
<br />5455
<br />443
<br />4431
<br />1 5280
<br />1 6122
<br />PRECAST
<br />J31
<br />1255
<br />2ioii
<br />�e
<br />3263
<br />313
<br />2146,
<br />3358
<br />S a
<br />3SII
<br />45&5
<br />1255
<br />2101
<br />33S&
<br />5260
<br />_,
<br />1134
<br />813ar,
<br />&BJ0
<br />I'-ro' (130') PRECAST
<br />-1(0-1
<br />i029
<br />_'S
<br />1615
<br />23135
<br />1994
<br />k33
<br />2439
<br />' 43
<br />2SB6
<br />3333
<br />102S
<br />1615
<br />2610
<br />353S
<br />"Se
<br />55S&
<br />&613
<br />504-1
<br />13'-4' (112') PRECAST
<br />513
<br />632
<br />1045
<br />04S
<br />14&9
<br />1210
<br />14.2
<br />1452
<br />1154
<br />202-1
<br />7&-a
<br />I
<br />1212
<br />N
<br />aia
<br />2544
<br />_ 4e,
<br />346S
<br />4030
<br />3121
<br />IV-6"(12ro") PRECAST
<br />456
<br />462
<br />802
<br />1125
<br />S15
<br />1122
<br />1325
<br />1535,
<br />655
<br />W
<br />1025
<br />1514
<br />2051
<br />1 2-1-14
<br />3130
<br />1 2404
<br />W-4' (136') PRECAST
<br />445,
<br />5W
<br />935
<br />S36,
<br />r
<br />13 �5
<br />15S4
<br />2355
<br />IIS3
<br />2015
<br />5Sa
<br />S 3 5
<br />S
<br />13"
<br />15S4
<br />2441
<br />3155
<br />404-4
<br />12'-0'(144') PRECAST
<br />414
<br />545
<br />664
<br />1254
<br />RS12�
<br />I&aS
<br />20*14
<br />1510
<br />1518
<br />555
<br />564
<br />1254
<br />1 eS 3
<br />2211
<br />2532
<br />35SO
<br />13'-4" 06,0') PRECAST
<br />3ro2
<br />421
<br />126
<br />1028
<br />1331
<br />1635
<br />1224
<br />1418
<br />4$5
<br />14a
<br />lole
<br />6
<br />1435
<br />1555
<br />2343
<br />—
<br />2S20
<br />W-O'(16a') PRECAST
<br />3313
<br />3al
<br />645
<br />11-30
<br />1462
<br />1081
<br />1260
<br />—
<br />455
<br />100
<br />1003
<br />1 1335
<br />1 1114
<br />2153
<br />2&&&
<br />PRESTRESSED
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />465
<br />1 1&5
<br />13-10
<br />2045
<br />2610
<br />3155
<br />31615
<br />IS'-4'(l54') PRE5TRE55ED
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />420
<br />&e5
<br />1250
<br />'0
<br />KNR
<br />la55
<br />2310
<br />713SO
<br />3410
<br />ll'-4'(205')PRESTRES5ED
<br />NR
<br />NR
<br />NR
<br />NIR
<br />NR
<br />NR
<br />NR
<br />310
<br />530
<br />S50
<br />14CW
<br />1500
<br />2200
<br />2600
<br />19'-4'(232") PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />N R
<br />NR
<br />NR
<br />NR
<br />240
<br />400
<br />'150
<br />1 1050
<br />1 1400
<br />1120
<br />2030
<br />21'-4' (256') PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />153
<br />330
<br />Clio
<br />940
<br />1340
<br />lao,
<br />2iio
<br />22'-O'(2&4')F1R!ESTRE55ED
<br />N.R_
<br />NR
<br />FNR
<br />NR
<br />NR
<br />NR
<br />NR
<br />510
<br />510
<br />1250
<br />Ie4E?O
<br />MID
<br />24'-0�2W) PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />410
<br />4'.
<br />120
<br />10)30
<br />13SO
<br />I lelo
<br />t-14TERIAL5
<br />L F'c precast lInteI5 = 3500 p5l.
<br />2. F'c prestressed lintels = 6000 p5L
<br />3� F'C grout = 3000 psi W/ maximum 3/5' aggregate.
<br />4. Concrete masonry units (CMU) per ASTM C1.50 wl
<br />minimum not area compressive strength = 1500 psi.
<br />5. Rebar provided In precast lintel per ASTM A65 GRvo,
<br />Field relbar per A5TM A&lr7 GR40 or GR&O.
<br />&. Prestressing strand per ASTM A41r. grace
<br />210 low relaxation.
<br />1. 1/32 wire per ASTM A510.
<br />a , Mortar per A5TM C210 type M or 5.
<br />5' PRECAST 4 PRESTRESSED J-LINTEL5
<br />4C^=r_44%q"
<br />UFL
<br />IFT
<br />LATERAL
<br />LENGTP TYPEaFa_'
<br />3F8-21
<br />12-IT
<br />_12-2T!3FI6-2T3F20-273F24-2l3F25-27e�F32-2T
<br />ib-ITOF20-ITBF24-lTleF28-IT&-32-IT
<br />"
<br />aF5
<br />2'-10*(34') PRECAST
<br />2121
<br />21318,
<br />4101
<br />5332
<br />6569
<br />1511
<br />WE'S
<br />2011
<br />1021
<br />2121f2
<br />.184
<br />3-381
<br />51-JO
<br />6401
<br />l63o;7r7—1
<br />3'-&' (42') PRECAST
<br />216�,
<br />2 - 28S
<br />3260
<br />4231
<br />S219
<br />1�,204
<br />1 l�B2
<br />1251
<br />1251
<br />-2165
<br />2215
<br />3165
<br />4125
<br />50SI
<br />60-611
<br />10-36
<br />4'-0'(45') PRECAST
<br />1515
<br />19139
<br />2532
<br />3680
<br />4532
<br />5351
<br />6245
<br />S313
<br />121.3a
<br />1518
<br />1925
<br />2150 1
<br />3S53
<br />4422
<br />5264 1
<br />6110
<br />4'-&' (54') PRECAST
<br />16&0
<br />1162
<br />25al_
<br />3251
<br />4010
<br />14161
<br />551
<br />-121
<br />121
<br />1660
<br />1105
<br />2435
<br />3111
<br />3913
<br />4655
<br />5406
<br />1393,
<br />14134
<br />2110
<br />2141
<br />3315
<br />4010
<br />41�,45
<br />505
<br />1393
<br />1431
<br />2050
<br />2610
<br />32'53
<br />3920
<br />4545 '505
<br />5'-10'(10') PRECAST
<br />1212,
<br />1351
<br />!S30
<br />2
<br />Kr,05
<br />3084
<br />3665
<br />424-1
<br />415
<br />415
<br />1212
<br />1315
<br />1815
<br />,
<br />2441
<br />3010
<br />3553
<br />'
<br />451
<br />PRECAST
<br />1141,
<br />12—
<br />1133
<br />2250
<br />2169
<br />32W
<br />3512
<br />10-1
<br />881
<br />1141
<br />1152
<br />I&a4
<br />21S2
<br />2103
<br />3216
<br />313'2
<br />(12io') PRECAST
<br />95S-
<br />912
<br />1415
<br />11314
<br />23r,4
<br />2191
<br />3240
<br />rorvi
<br />c
<br />5W
<br />]On
<br />1466
<br />IS01_
<br />2351
<br />2191
<br />3245
<br />SIN
<br />e�-4- (112') PRECAST
<br />501-
<br />6 12
<br />'550
<br />126S
<br />1560
<br />la52
<br />214
<br />1454
<br />1 30
<br />501
<br />155
<br />11-32
<br />1550
<br />)SID
<br />2211
<br />2634
<br />l0'-ro"(12&') PRECAST
<br />116-
<br />455
<br />IS3
<br />1021
<br />1261
<br />14-36,
<br />113L
<br />1
<br />3c)(P
<br />4c33
<br />lie
<br />ell
<br />1035
<br />1,35S
<br />I-Til
<br />2034
<br />_
<br />5
<br />2355
<br />W-4- (136') F-REC45T
<br />See,
<br />43S
<br />&36
<br />a9S
<br />1104
<br />1305
<br />1515
<br />3&3
<br />559,
<br />66e
<br />535
<br />S05
<br />1 12'55
<br />15S5
<br />IBS1
<br />Sa
<br />2158
<br />K
<br />12'-0-04.4-) PRECAST
<br />601-
<br />400
<br />&31
<br />ale,
<br />ICE]—
<br />115,�,
<br />1312
<br />340
<br />4J4
<br />1
<br />631
<br />486
<br />518
<br />12095
<br />1514
<br />11S9
<br />__
<br />20
<br />13'- 4" N&O') PRECAST
<br />500-
<br />340
<br />532
<br />686
<br />641
<br />1.!151
<br />1153_
<br />302
<br />39a
<br />513
<br />405
<br />652
<br />1004
<br />136-11
<br />1 163-1
<br />I.S,
<br />18SI
<br />W-O'(168') PRECAST
<br />455-
<br />316
<br />453
<br />635
<br />iia
<br />S22
<br />1065
<br />256
<br />360
<br />545
<br />31B
<br />&2S
<br />e22
<br />12S4
<br />1561
<br />1516
<br />PRE5TRE55ED
<br />243
<br />2eS
<br />4SS
<br />5151
<br />124
<br />851
<br />S90
<br />N.R
<br />3SI
<br />243
<br />352
<br />5,52
<br />a52
<br />11516
<br />141-31
<br />11-42
<br />15'-4'(154') PRESTRESSED
<br />228
<br />21a
<br />43E__
<br />S53
<br />611
<br />801
<br />'325
<br />N.R.
<br />.32
<br />228
<br />32S
<br />542
<br />-151
<br />1012
<br />1351
<br />16-16
<br />ll'-4' (205')PRESTRES5ED
<br />ISS
<br />23&
<br />361
<br />464
<br />S61
<br />(110
<br />114
<br />N.R.
<br />255
<br />155
<br />216
<br />44S
<br />645
<br />a14
<br />1121
<br />135S
<br />IV-4' (232') PRESTRESSED
<br />16,5,
<br />201
<br />313
<br />401
<br />4SO
<br />51a
<br />661
<br />KIR.
<br />204
<br />—
<br />165,
<br />239
<br />353
<br />550
<br />136
<br />'340
<br />—
<br />II&o
<br />21'-4' (25&')PRE5TRE55ED
<br />145
<br />15&
<br />21a
<br />356_
<br />433
<br />5,12
<br />550
<br />N R.
<br />112
<br />1 142
<br />212
<br />1 336
<br />4-1-1
<br />r.135
<br />501
<br />993
<br />22'-0'(2&4')PRE5TRES5ED
<br />1
<br />140
<br />180
<br />265
<br />343
<br />418
<br />4S3
<br />5r.8
<br />13-1
<br />205
<br />322
<br />451
<br />60-1
<br />- IT
<br />941
<br />24'-0'(288') PRESTRESSED
<br />1
<br />12-1
<br />9M210,
<br />1 165
<br />244
<br />312
<br />1380
<br />441
<br />r,15
<br />N.P.
<br />135,
<br />1
<br />405
<br />1 535
<br />eBV
<br />633
<br />-REDUCE VALUE 15Y 25% FOR GRADE 40 FIELD RE5AR
<br />a' PRECAST W1 2' RECESS DOOR U-LINTELS
<br />4C^=r_44q4M
<br />GfRAVIT'T'
<br />TYPE
<br />LENG
<br />RU( '
<br />6FF&-t13
<br />SWO-15
<br />80:14-15
<br />8FWFIS-15
<br />Of;r-22-15
<br />OFF26�13
<br />Wa-30w!13
<br />4'-4' (52') PRECAST
<br />14&e
<br />15-ji
<br />3053 -
<br />2W2
<br />3c.354
<br />4S21
<br />5904
<br />6880
<br />1821
<br />3412
<br />4S52
<br />6412
<br />IS41
<br />5416
<br />10515
<br />4'-6' (54') PRECAST
<br />1351
<br />1445
<br />21:52
<br />2114
<br />3600
<br />4481
<br />r1315
<br />6264
<br />1102
<br />3412
<br />4SE52
<br />6412
<br />1541
<br />'4"
<br />S416,
<br />105,15
<br />632
<br />1602
<br />1550
<br />2058
<br />2566
<br />30-15
<br />3555
<br />5'-a' (roa') PRECAST
<br />155
<br />1. 1153
<br />2162
<br />1 4014
<br />6412
<br />1 6516
<br />5514
<br />F' 14
<br />6535
<br />11`3
<br />ISOO
<br />1443
<br />IS24
<br />2400
<br />2eiro
<br />K3
<br />3352
<br />5'-10'(10') PRECAST
<br />135
<br />1103
<br />2051
<br />3511
<br />6412
<br />6516
<br />7 7
<br />5450
<br />6411
<br />&'-a' (50')PRECA5T
<br />a22
<br />901
<br />Iroll
<br />2S33
<br />2516
<br />3223
<br />3812
<br />4522
<br />1501
<br />1611
<br />2S33
<br />4100
<br />r.130
<br />8111
<br />6101
<br />lei
<br />1311
<br />2252
<br />1556
<br />2451
<br />2944
<br />3435
<br />I'-&' OBO')PRECAST
<br />e&r,
<br />164
<br />1311
<br />232-3
<br />360S
<br />54S2
<br />6624
<br />V-a' (116') PRECAST
<br />311
<br />420
<br />534
<br />2L3
<br />1011
<br />1342
<br />16,14
<br />O9J!,
<br />Er,132
<br />1886
<br />. 535
<br />wa
<br />211S
<br />1 2eI5
<br />3 5
<br />2515
<br />a- PRECAST LIJ/ 2- RECESS DOOR J-LINTEL5
<br />ICAIrr-44M
<br />UFL FT
<br />LATERAL
<br />LENGT�4 TYPE
<br />6W&-]T
<br />5WIV-IT
<br />&W-14-IT
<br />5FF18-1Tj&RF22-1Tj8RF26-1T
<br />81;3:30-1T
<br />5RF&-2TjaRF1V-2T
<br />5W14-2T
<br />DW15-2T
<br />SW22-2T
<br />aRF2647
<br />e'W-30=27
<br />5RUe
<br />awe
<br />4'-4' (52') FFPEC45T
<br />1244
<br />15-13
<br />2413
<br />32e�
<br />4112
<br />496-1
<br />5525
<br />S32
<br />S32
<br />1244
<br />15113
<br />2339
<br />3110
<br />40V5
<br />4550
<br />7;5_6
<br />4'-ro' (54') PRECAST
<br />11132
<br />1501
<br />2311
<br />3121
<br />M�31
<br />4156
<br />S77
<br />---
<br />-I-
<br />142—
<br />14r,5
<br />2240
<br />3036
<br />3531
<br />4643
<br />5,453
<br />---
<br />F7'-8' (65') PRECAST
<br />S24-
<br />1112
<br />1195
<br />2423
<br />3055
<br />3&&S
<br />4325
<br />--�;24—
<br />1132
<br />1-141
<br />1 2351
<br />2S-TB
<br />3603
<br />723-0
<br />5'-10'(10') PRECAST
<br />5Se.
<br />1135
<br />1142
<br />23S2
<br />2S65
<br />3551
<br />41W
<br />46S
<br />469
<br />5S&
<br />10 j9
<br />I&W
<br />2255
<br />25151
<br />34131
<br />4106
<br />&'-5' (&0')PRECA5T
<br />-I-T5
<br />582
<br />1513
<br />2042
<br />2513
<br />3ivi
<br />3r,42
<br />530
<br />1100
<br />115
<br />IB56
<br />14(.5
<br />1951
<br />25OS
<br />3035
<br />3S63
<br />OBO') PRECAST
<br />686
<br />&S-1
<br />1325
<br />1510
<br />2280
<br />2153
<br />3221
<br />S41
<br />1
<br />655
<br />84S
<br />1302
<br />11&2
<br />2225
<br />2650
<br />315,1
<br />(116') PRECAST
<br />533.
<br />433
<br />Boa
<br />1123
<br />1413
<br />1104
<br />lln5
<br />1
<br />614
<br />1 1
<br />, S33
<br />521
<br />1 10013
<br />, 13613
<br />1125
<br />2055
<br />1 245,0
<br />516
<br />T)'FE C)E51GNATION
<br />F = FILLED WITP GROUT / U = UNFILLED
<br />F
<br />QUANTITY OF -5 REBAR AT
<br />r 50TTOM Or LINTEL CAVITY
<br />OF& �
<br />15/1T
<br />NOMINAL U)IDT"-j
<br />L 05
<br />NOMINAL �IEIGPT
<br />QUANTITY Or
<br />RE5AR AT TOP
<br />GENERAL NOTE5
<br />1. Provide Full mortar head and bed jointr.
<br />2. Shore filled IinteI5 as required.
<br />3� Installation OF [Intel must comply with the architectural andlor structural drawincls.
<br />4. LInteI5 are manufactured with 5-1/2' [one notches at the ends to accommodate
<br />vertical Cell reinforcing and grouting.
<br />5. All [Intels meet or exceed L/360 vertical deflection, except lintels 1-l'-4" and
<br />longer with a nominal height OF 5' meet or exceed L/150.
<br />6. Bottom field added rebar to be located at the bottom of the lintel Cavity-
<br />1. -1/32' diameter wire 5tirrupr are welded to the bottom steel For mechanical anchorage,
<br />5. Cast-lin-place concrete may be provided In Composite lintel in lieu of concrete masonry units.
<br />15. Safe load ratings based on rational derign analVslr per ACI 316 and ACI 530
<br />-REDUCE VALUE 5r 15% FOR r.RADE 40 FIELD Rr=5AP
<br />:E
<br />LU
<br />A
<br />z
<br />19
<br />kiwis
<br />I
<br />01
<br />T
<br />REBAR A TOP
<br />MIN- (1) REQ'D
<br />1-1/2' CLEAR
<br />1, REBAR AT 50TTOM
<br />OF LINTEL CAVITY
<br />I I-518-ACTUALI — BOTTOM REINFORCING
<br />11 PROVIDED IN LINTEL
<br />8. NOMINAL WIDTP (VARIES)
<br />&AFE L0,4[) TABLE NOTE5
<br />1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled
<br />lintels must be reduced by 20% IF bearing length is less than 6-1/2'.
<br />Safe loads for all recessed lintels based on 5' nominal bearing.
<br />2. NR. = Not Rated.
<br />3. Safe loads are total superimposed allowable load an the section specified.
<br />4. Safe loads based on gracle 40 or grade 60 Field rebar.
<br />5. Additional lateral load capacity can be obtained by the designer by provfoling
<br />addlonal reinforced masonry above the precast lintel.
<br />6. One " relbar may be substituted For two �5 relbars in 8' Intels only.
<br />-1. The designer may evaluate Concentrated loads From the safe load tables by
<br />calculating the maximum resistln53 moment and shear at d-away From the Face OF support.
<br />a. For composite lintel heights not shown, use safe load From next lower height.
<br />�3, All safe loads in units OF pounds per linear root.
<br />A R C N I T I C T
<br />Des'!gn
<br />G Ro VuOm
<br />P Inm
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />www.abdes .-m
<br />AA #: = _j
<br />7
<br />07MB77. & Zo
<br />SILVERADO
<br />LO T 31
<br />BLK 6
<br />P790JECT#
<br />04128.000-03161
<br />M0 Ex.:
<br />4EBB
<br />1828-CALI"
<br />GAHAGE SMMG:
<br />LEFT
<br />PAGE'
<br />SAFE LOAD
<br />TABLES
<br />150 MPH EXP. B 01
<br />ARCHRECT;
<br />STATE OF FLORIDA
<br />IFROM 11/09/17
<br />VATE:*
<br />3CALE:- 1/4"=V-0"
<br />BEIEW
<br />1B.1
<br />
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