|
SAFE LOAD T,45LES
<br />FOR GRAVITY, UPLIr-T 4 LATERAL LOADS
<br />a' FRECAST 4 PRESTRESSED U-LINTEL&
<br />(ifRAVITT'
<br />LENGTH TYPE
<br />131.18
<br />-
<br />.
<br />-
<br />eFewtB
<br />SF12 -15
<br />SFIr. -IS
<br />OF20-15
<br />SF24-113
<br />OF28-IB
<br />SF32 -115
<br />2'-10'(34') PRECAST
<br />2302
<br />316(o
<br />4413
<br />60311
<br />1526
<br />S004
<br />10412
<br />llIB36
<br />3166
<br />4413
<br />60313
<br />1526
<br />S004
<br />10412
<br />IM36
<br />3'-(o' (42') PRECAST
<br />2302
<br />3138
<br />331-1
<br />468S
<br />60011
<br />1315
<br />8630
<br />5S41
<br />' 3166
<br />4413
<br />_603S
<br />152r.
<br />13004
<br />10412
<br />IIS36
<br />4 -0'(46*) PRECAST
<br />202S
<br />2325
<br />2456,
<br />3461
<br />4430
<br />5410
<br />6384
<br />1358
<br />r-2.46
<br />4413
<br />603S
<br />152r,
<br />W04
<br />10412
<br />HS36
<br />11S-
<br />4'-(b'(54') PRECAST
<br />1(251
<br />Mal
<br />IZ13
<br />2651
<br />3403
<br />414B
<br />4S56
<br />P-44
<br />S644
<br />K.3
<br />2110
<br />4021
<br />(.03S
<br />152r,
<br />W04
<br />10412
<br />Sr,&S
<br />5'-4' (ro4')PRECA5T
<br />1184
<br />1223
<br />1301
<br />IWS
<br />2311
<br />2826
<br />3336
<br />3046
<br />19,65
<br />288S
<br />5051
<br />60S(o
<br />5400
<br />(.424
<br />4 P.
<br />1450
<br />, S
<br />5'-10'(10') PRECAST
<br />S12
<br />1000
<br />105S
<br />1414
<br />ISDS
<br />2304
<br />2121
<br />3131
<br />1455
<br />24r.4
<br />4144
<br />5456
<br />4431
<br />52W
<br />6122
<br />PRECAST
<br />1255
<br />2101
<br />32r.3
<br />214r.
<br />3358
<br />3511
<br />4585
<br />r 1255
<br />2101
<br />S3S&
<br />5260
<br />1134
<br />SSS5
<br />6650
<br />'1'-(o' (SV)PRECAST
<br />Irol
<br />102S
<br />1615
<br />2385
<br />ISS4
<br />243S
<br />2806
<br />3333
<br />102S
<br />1615
<br />2610
<br />3835
<br />55S6
<br />(.613
<br />5041
<br />lb'-4' (112') PRECAST
<br />632
<br />10413
<br />146S
<br />1210
<br />1482
<br />1154
<br />2021
<br />1&$
<br />1212
<br />11518
<br />2544
<br />346S
<br />4030
<br />3121
<br />PRECAST
<br />456
<br />482
<br />802
<br />1125
<br />SIB
<br />1122
<br />1328
<br />1535
<br />-658
<br />19>25
<br />1514
<br />20SI
<br />2114
<br />3130
<br />2404
<br />1]'-4' (136') PRECAST
<br />44
<br />Bea
<br />535
<br />1365
<br />1854
<br />2355_
<br />IIS5
<br />2015
<br />5W
<br />S35
<br />1365
<br />16154
<br />2441
<br />31B5
<br />4044
<br />l2'-0'(I44*) PRECAST
<br />414
<br />545
<br />864
<br />1254
<br />168-3
<br />2014
<br />1510
<br />Ibis
<br />555
<br />864
<br />1254
<br />I&W
<br />2211
<br />2832
<br />35SO
<br />I3'-4'(Irb0') PRECAST
<br />362
<br />421
<br />12(0
<br />102a
<br />1331
<br />1635
<br />1224
<br />1418
<br />=--747-
<br />joir
<br />0
<br />1438
<br />1855
<br />2-143
<br />2520
<br />PRECAST
<br />336
<br />381
<br />646
<br />SIS
<br />IIW
<br />1462
<br />1061
<br />1260
<br />_&rb
<br />455
<br />100
<br />1003
<br />1335
<br />1114
<br />2153
<br />76
<br />PRESTRESSED
<br />NR.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />465
<br />'165
<br />1310
<br />2045
<br />2610
<br />3185
<br />31b5
<br />PRESTRESSED
<br />NR,
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />420
<br />(.55
<br />12SO
<br />1855
<br />2310
<br />28150
<br />3410
<br />II'-4'(205')F1RE5TREr;,5ED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />310
<br />530
<br />S50
<br />1400
<br />IWO
<br />2200
<br />2600
<br />IS'-4'(232') PRESTRESSED
<br />N,R,
<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 />29>30
<br />2l'-4'(25W)PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />103
<br />330
<br />610
<br />1540
<br />1340
<br />IIW
<br />1 2110
<br />22'-0'(2io4')PRESTRESSEDj
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />MR
<br />NR
<br />KIR
<br />INR
<br />&0
<br />L
<br />BlO
<br />sic
<br />12SO
<br />16,60
<br />ISIO
<br />24'-011'288') PRE5TRESSEDj
<br />N.R,
<br />-
<br />R
<br />1 IF
<br />NR
<br />NR
<br />NR
<br />NR
<br />-7-
<br />R
<br />-IN3 0
<br />1 240
<br />410
<br />120
<br />1 1030
<br />1 1350
<br />1610
<br />MATEIRIAL5
<br />1. r'c precast lintel& - 3500 pal.
<br />2. F'c prestressed lintels . (0000 pal.
<br />3. F'c grout z 3000 psi w/ maximum 3/a' aggregate.
<br />4. Concrete masonrg units (CMU) per ASTM CSO wl
<br />minimum net area compressive strength - 11300 psi.
<br />5. Relbar provided in precast lintel per ASTM A&15 GIR&O.
<br />Field rebar per ASTM A&15 GR40 or GFVoO.
<br />io. Prestressing strand per ASTIM A416 grace
<br />210 low relaxation.
<br />-1. 1/32 wire per ASTM A510.
<br />8. Mortar per ASTM C270 t�pe M or S.
<br />8' PRECAST 4 PRESTRESSED U-LINTEL5
<br />"ICAW-44"M
<br />Uf=L
<br />I FT
<br />LAT AL
<br />TYPE
<br />LENGTH
<br />SF8-"
<br />BIFO-2
<br />'2_"
<br />F37
<br />�F*-2T
<br />- I
<br />31-20-2
<br />1
<br />-
<br />BF28-27
<br />-
<br />OF32.2T
<br />.....
<br />2'-10'(34') PRECAST
<br />2-121 12518
<br />4101
<br />5332
<br />'5r 3
<br />a
<br />lei]
<br />W5B
<br />2021
<br />2021
<br />2121
<br />64
<br />3WI
<br />5 1 SO
<br />I
<br />le'30
<br />8861
<br />(42') PRECAST
<br />2165T2211
<br />�21
<br />6
<br />f
<br />32&0
<br />jl!�.4
<br />4231
<br />521
<br />&204
<br />IIS2
<br />1251
<br />125-1
<br />rb 5
<br />5
<br />2215
<br />3165
<br />4125
<br />59ni
<br />5
<br />r,061
<br />1036
<br />4'-0'(48') PRECAST
<br />is -lei
<br />198A
<br />2632
<br />3&SO
<br />4532
<br />5381
<br />624S,
<br />IB36
<br />ISIS
<br />IS25 .2150
<br />3583
<br />4422
<br />52r,4
<br />6110
<br />41-ibl (54') PRECAST
<br />'-& b 0
<br />_11's2
<br />2BOI
<br />3251
<br />4010
<br />4161
<br />5525
<br />121
<br />12'1
<br />1660
<br />1105
<br />2435
<br />3111
<br />3SI3
<br />46B8
<br />5406
<br />5'-4' (64")PRECAST
<br />IBS3-
<br />1484
<br />2110
<br />2141
<br />3315
<br />4010
<br />0'0
<br />505
<br />505
<br />-13S3
<br />-
<br />1431
<br />2050
<br />2610
<br />32S3
<br />e2O
<br />31B20
<br />415
<br />_�5_
<br />5'-10'(10') PRECAST
<br />1212-
<br />1351
<br />IS30
<br />2505
<br />3094
<br />_B
<br />366B
<br />4241
<br />416
<br />418
<br />-721-2
<br />1315
<br />1815
<br />2441
<br />3010
<br />3563
<br />'E",
<br />N
<br />4151
<br />ro'401(la') PRECAST
<br />1141,
<br />1200
<br />1133
<br />22SO
<br />21613
<br />32W
<br />3 2
<br />3812
<br />'101
<br />081
<br />1141
<br />1182
<br />1684
<br />21S2
<br />2103
<br />3211b
<br />r
<br />3132
<br />-11'-ro' (SO')PRECAST
<br />55e,
<br />S12
<br />1415
<br />1514
<br />2354
<br />21131
<br />2
<br />3240
<br />65-1
<br />SW
<br />102S
<br />1466
<br />IWl
<br />2351
<br />21SI
<br />3245
<br />'B'-4' (112') PRECAST
<br />sol-
<br />ro 12
<br />sw
<br />l2bo'S
<br />1560
<br />1852
<br />2144
<br />630
<br />Sol
<br />1%
<br />IIS2
<br />1550
<br />ISIO
<br />2211
<br />- 1454
<br />2,,34
<br />10'4o'(12W) PRECAST
<br />it(&-
<br />4W
<br />IS3
<br />1021
<br />1261
<br />14S&
<br />1131
<br />3 JC>
<br />4133
<br />lir,
<br />611
<br />103S
<br />13813
<br />1111
<br />2034
<br />2358
<br />ll'-4* (136') PRECAST
<br />±661
<br />43S
<br />&56
<br />See
<br />1104
<br />. 130S_
<br />1515
<br />694.
<br />B35
<br />S05
<br />12S5
<br />15BS
<br />IS%&
<br />-7e,_
<br />12'-0'(144') PRECAST
<br />601-
<br />400
<br />1 631
<br />016
<br />1001
<br />1 Its&
<br />1312
<br />340
<br />4cJ4
<br />631
<br />486
<br />ale
<br />12M
<br />ir,14
<br />Mee
<br />2086
<br />IV-4'(160') PRECAST
<br />BOO-
<br />340
<br />532
<br />686
<br />841
<br />591
<br />1153
<br />302
<br />3sa
<br />-
<br />513
<br />40S
<br />(.82
<br />1004
<br />13(
<br />ol
<br />)&31
<br />-7,31-
<br />87
<br />l4'-0'(IroV) PRECAST
<br />458.
<br />Big'
<br />4W
<br />635
<br />Me
<br />S22
<br />1065
<br />261o,
<br />U001
<br />548
<br />318
<br />6,213
<br />S22
<br />1254
<br />1561
<br />lairb
<br />PRESTRESSED
<br />243
<br />2S5
<br />459
<br />5SI
<br />-124
<br />B51
<br />SSO
<br />N.R.
<br />135'71
<br />243
<br />352
<br />582
<br />852
<br />115r,
<br />14SI
<br />1142
<br />15'-4'(184') PRESTRESSED
<br />226
<br />21a
<br />430
<br />553
<br />elil
<br />eel
<br />S25
<br />NR,
<br />321
<br />22b
<br />321b
<br />B42
<br />lei
<br />1012
<br />38,
<br />--;-lg
<br />IT-4' (20W)PRESTRIESSED
<br />IL38
<br />23ro
<br />361
<br />464
<br />5,61
<br />9,10
<br />114
<br />NR.
<br />255
<br />185
<br />219,
<br />4415
<br />lb4S_
<br />8-14
<br />1121
<br />13SIZ
<br />1S'-4' (232') PRESTRESSED
<br />165
<br />201
<br />313
<br />401
<br />4SO
<br />BIB
<br />661
<br />N.R.
<br />204
<br />165
<br />2315
<br />383
<br />550
<br />136
<br />S40
<br />1160
<br />21'-4' (25&')PRESTRIESSED
<br />14B
<br />IS&
<br />2-15
<br />35ro
<br />433
<br />512
<br />5W
<br />N.R.
<br />112
<br />142
<br />212
<br />33r,
<br />411
<br />635
<br />e717
<br />S3
<br />22'- 0'(264') PRESTRESSED
<br />1411
<br />SO
<br />343
<br />418
<br />4W
<br />561e
<br />"I
<br />=
<br />7216
<br />OB
<br />322
<br />451
<br />601
<br />ill
<br />S41
<br />7_
<br />."
<br />24'-0'(258') PRESTRESSE
<br />1 1
<br />'21
<br />4127ba
<br />*5
<br />244
<br />1 312
<br />1 3W
<br />441
<br />55
<br />124
<br />IS&
<br />ar�
<br />2W
<br />1 40S
<br />1 53S
<br />1
<br />-REDUCE VALUE BY 25% FOR C.RADE 40 FIELD REBAR
<br />a' PRECAST W1 2* RECE56 DOOR U-LINTEL6
<br />GRAVIT'�'
<br />LENGTH TYPE
<br />4'-4' (52') PRECAST
<br />14"'
<br />15el
<br />IS21
<br />3053
<br />3412
<br />2SS2
<br />4W2
<br />31554
<br />6412
<br />4S2S
<br />IS41
<br />5W4
<br />S416
<br />(.880
<br />IOS18
<br />4'-(o' (54') PRECAST
<br />n5i
<br />144S
<br />2182
<br />2114
<br />.]2
<br />3600
<br />44SI
<br />5315
<br />6264
<br />1102
<br />3412
<br />4S82
<br />r.412
<br />2
<br />IS41
<br />S41r.
<br />10810
<br />5'-B' (68')PRECAST
<br />S32
<br />1602
<br />1550
<br />2058
<br />256r,
<br />301S
<br />3505
<br />1851
<br />1153
<br />1 162
<br />49>14
<br />6412
<br />b5*
<br />5S14
<br />r,83S
<br />1,15
<br />1500
<br />144e
<br />11324
<br />2400
<br />2816
<br />3352
<br />1103
<br />2051
<br />3811
<br />6412
<br />6516
<br />5450
<br />6411
<br />ro'-V (80')PRECAST
<br />822
<br />Wl
<br />1611
<br />2S33
<br />2516
<br />a223
<br />3S1_2___
<br />4522
<br />Wl
<br />troll
<br />21B33
<br />4100
<br />6130
<br />sill
<br />6101
<br />I'-ro* (W') PRECAST
<br />161
<br />1311
<br />2252
<br />IS58
<br />2451
<br />2S44
<br />343S
<br />66,5
<br />-76-4
<br />131-1
<br />23215
<br />360S
<br />54,32
<br />1 69>24
<br />5132
<br />c
<br />5'-S' 016') PRECAST
<br />1 311
<br />420
<br />a34
<br />101,31
<br />1342
<br />1 1614
<br />lear,
<br />535
<br />1 528
<br />12573
<br />e .1
<br />7_
<br />1 11
<br />1 2618
<br />1 3555
<br />-
<br />1 2815
<br />6' PRECAST LU/ 2' RECESS DOOR U-LINTELS
<br />ICAW-44M
<br />Uf=L IFT
<br />LATERAL
<br />LENGTH TYPE
<br />effe-IT
<br />SWIC-IT
<br />6FFI4-IT
<br />SWO-IT
<br />2-IT
<br />8M2-ITj8ffl'2&-ITjeww-rr,
<br />8W-&-2Tj$WI0-2T
<br />OW14-2T
<br />SWIS.2T
<br />mw22-2r
<br />22 _2'r
<br />OW26-27
<br />SW30-21
<br />SRIjr.
<br />swr.
<br />4'-4' (52') PRECAST
<br />1244
<br />1513
<br />2413
<br />32(PO
<br />4112
<br />4112
<br />4S&l
<br />5825
<br />W2
<br />S32
<br />1244
<br />1515
<br />233S
<br />3110
<br />4008
<br />4 0 a
<br />R
<br />'
<br />41350
<br />5r.Sr,
<br />4'-ro' (54') PRECAST
<br />1152
<br />1501
<br />2311
<br />3121
<br />3WI
<br />3,3 1
<br />4154.
<br />5511
<br />853
<br />IIS2
<br />1455
<br />2240
<br />303&
<br />'.3'
<br />383-1
<br />4
<br />464.1
<br />5453
<br />$53
<br />S24-
<br />1112
<br />1 IIS5
<br />2423
<br />.300,
<br />3005
<br />360S
<br />4325
<br />S24
<br />1132
<br />1141
<br />2351
<br />2515
<br />3
<br />3&03
<br />4230
<br />PRECAST
<br />Ser,
<br />1138
<br />1142
<br />2352
<br />2S65
<br />3581
<br />41W
<br />4r.-j
<br />8156
<br />IOSS
<br />Ir,%O
<br />2288
<br />20SI
<br />314SI141
<br />46S
<br />116
<br />W2
<br />1513
<br />2042
<br />2513
<br />3101
<br />36,42
<br />830
<br />1100
<br />lie
<br />%6
<br />1468
<br />isal
<br />250S
<br />3035
<br />35&3
<br />-I'-(o* (150') PRECAST
<br />bee
<br />6JI
<br />1325
<br />1610
<br />22W
<br />2-153
<br />3221
<br />-
<br />, & OWS
<br />84S
<br />1302
<br />1162
<br />2225
<br />2row
<br />31BI
<br />PREC45T
<br />B33.
<br />433
<br />We
<br />1 1123
<br />1 1413
<br />1104
<br />IST15
<br />533
<br />1 Sal
<br />lok-A
<br />I 13ros
<br />1 1-128
<br />20"
<br />1411
<br />-REDUCE VALUE BY 5% FOR CiRADE 40 FIELD REBAR
<br />S REBAR AT TOP
<br />MIN (1) REQ'D
<br />CLEAR
<br />TYPE 1)E61r3N,4T1QN
<br />F - FILLED WITW GROUT / U - UNFILLED
<br />LU
<br />2
<br />r_.M�U.
<br />QUANTITY OF S REBAR AT
<br />150TTOM OF LINTEL CAVITY
<br />L
<br />GROUT
<br />-IS REBAR AT BOTTOM
<br />OF LINTEL CAVITY
<br />NOMINAL LUIDTI4 QUANTITY OF S
<br />NOMINAL WEI(SWT-1 REBAR AT TOP
<br />50TTOM REINFORCING
<br />PROVIDED IN LINTEL
<br />11-5/8'ACTUA
<br />1_1 (VARIES)
<br />GENESAL NOTES
<br />1. Provide full mortar head and bed joints.
<br />2, Shore Filled lintele, as required.
<br />3. Installation of lintel must compl� with the architectural andlor structural drawings.
<br />4. Lintele, are manufactured with 5-1/2' long notches at the ends to accommodate
<br />vertical cell reinforcing and grouting.
<br />5. All lintel& meet or exceed 1-1360 vertical deflection, except lintele, ll'-4' and
<br />longer with a nominal height of 8' meet or exceed L/180.
<br />ro. Bottom field added rebar to be located at the bottom of the lintel cavltg.
<br />1. -1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage.
<br />a, Cast -in -place concrete mag be provided in composite lintel In lieu of concrete masonrs units.
<br />13. Safe load ratings based on rational design anal�sls per ACI 316 and ACI 530
<br />5AF-E LO,4[) TABLE NOTE5
<br />1, All values based on minimum 4' bearing. Exception: Safe load& For unfilled
<br />lintels must be reduced ln� 20% If bearing length is less than ro-112*.
<br />Safe loads for all recessed lintels based on 6' 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 />r;,. Additional lateral load capacltg can be obtained lc� the designer bg providing
<br />addlonal reinforced masonrg above the precast lintel.
<br />(P. One *1 rebar mag be substituted for two 615 rebars in 5' lintel$ onig.
<br />I. The designer mag evaluate concentrated loade, from the safe load tables bg
<br />calculating the maximum resisting moment and shear at cl-awag from the face of support.
<br />a. For composite lintel heights not shown, use safe load From next lower height.
<br />S, All safe loads in unite, or pounds per linear foot.
<br />A R C N I T I C T 2-1
<br />G r ZDe'
<br />ous0t..
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-W78
<br />FAX: 4107-7744078
<br />www.abdesigngroup.com
<br />AA M 0003325
<br />W
<br />I BUBDTV. as LOT,
<br />SILVERADO
<br />LOT 28
<br />BLK 6
<br />raoizow
<br />04128.000-02861
<br />wonxma
<br />4EAB
<br />1672-ARIA"
<br />GARAGM 91TfWG.*
<br />RIGHT
<br />PAGIM
<br />SAFE LOAD
<br />TABLES
<br />150 MPH EXP. BJ
<br />F-PRDIT
<br />DATM 11/09/17
<br />11111CA1.0 1/4"=l'-O"
<br />1B. I.;
<br />
|