|
&AFE LOAD T,45LE&
<br />FOR GRAVITY, UF'LlFT 4 LATERAL LOADS
<br />a" PRECAST 4 FDRE5TRE55EE) U-LINTELe,
<br />G IRA V I T'�'
<br />2'-10'(34") PRECAST
<br />2302
<br />316r�
<br />4413
<br />6033
<br />1526
<br />S004
<br />10412
<br />IIS3&
<br />3166
<br />44-13
<br />603S
<br />152(o
<br />S004
<br />10412
<br />1193&
<br />3'-&' (42') PRECAST
<br />2302
<br />3138
<br />3311
<br />46&t
<br />6001
<br />_1315
<br />84.30
<br />SS41
<br />3*6
<br />4413
<br />&03S
<br />152&
<br />S004
<br />10412
<br />IS36
<br />4'-V (45') PRECAST
<br />2 02'3
<br />2325
<br />24S6
<br />3,461
<br />4438
<br />5410
<br />0304
<br />135&
<br />29,46
<br />4413
<br />6,03S
<br />152&
<br />S004
<br />10412
<br />1193r.
<br />4'-re>" (54") PRECAST
<br />1651
<br />Mal
<br />1SI3
<br />2r�51
<br />3403
<br />41415
<br />4at&
<br />5r�44
<br />2110
<br />4021
<br />r.03S
<br />1526
<br />13004
<br />10472
<br />Sr.68
<br />5'-4' (64') l`1REGA5T
<br />U54
<br />=3
<br />1301
<br />150S
<br />2311
<br />2826
<br />333&
<br />3 T4 _r.
<br />2aaS
<br />5051
<br />&OS(o
<br />5400
<br />&424
<br />14EO
<br />FIREC,45T
<br />IB12
<br />1000
<br />105S
<br />14-14
<br />aaS
<br />2304
<br />2121
<br />3131
<br />145-J
<br />2464
<br />4144
<br />5458
<br />443-1
<br />52W
<br />6122
<br />PRECAST
<br />la3_1
<br />1255
<br />2101
<br />3263
<br />214r.
<br />3358
<br />3ST
<br />4585
<br />1255
<br />2101
<br />33Sr.
<br />5260
<br />1134
<br />aSS5
<br />&5130
<br />102S
<br />1615
<br />236B
<br />ISe4
<br />2439
<br />2856
<br />3333
<br />[on
<br />1&15
<br />2610
<br />383S
<br />5556
<br />&r.13
<br />5041
<br />lb'-4" (112') 1"REGAST
<br />5"13
<br />632
<br />10413
<br />14&S
<br />1210
<br />1462
<br />1154
<br />2021
<br />1&0
<br />1212
<br />1818
<br />2544
<br />346S
<br />4030
<br />3121
<br />10'-ro'(12ro") PRECAST
<br />45ro
<br />452
<br />502
<br />1125
<br />1122
<br />132a
<br />1535
<br />658
<br />1025
<br />1514
<br />20al
<br />2114
<br />3130
<br />2404
<br />ll'-4' PRECAST
<br />445
<br />5Sa
<br />S35
<br />1365
<br />1654
<br />2355
<br />IS3
<br />2015
<br />5S&
<br />e35
<br />1365
<br />1554
<br />2441
<br />3155
<br />4044
<br />12'-0'(144*) PRECAST
<br />414
<br />545
<br />a6,4
<br />1254
<br />1&as
<br />2014
<br />1510
<br />Isis
<br />r 55r,
<br />S64
<br />1254
<br />1(2-33
<br />2211
<br />2832
<br />35130
<br />13'-4" (160') f'REC,45T
<br />3ro2
<br />42-1
<br />126
<br />1026
<br />1331
<br />1635
<br />1224
<br />1418
<br />465
<br />'14a
<br />1016
<br />1435
<br />1855
<br />2343
<br />21320
<br />e,46
<br />IBIS
<br />liso
<br />14&2
<br />1081
<br />1260
<br />—Bel
<br />455
<br />100
<br />1003
<br />1335
<br />1114
<br />2153
<br />2&66
<br />fIRESTRESSED
<br />NR.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />4(o5
<br />165
<br />1310
<br />2045
<br />2610
<br />3185,
<br />3'7&5
<br />15'-4'(164') PRE5TRE65ED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />420
<br />6-35
<br />1250
<br />1855
<br />2310
<br />25eO
<br />3410
<br />M'- 4' (208') fIRESTRESSED
<br />NR
<br />NR
<br />NR
<br />NR
<br />NIR
<br />NR
<br />NR
<br />310
<br />530
<br />350
<br />1400
<br />1800
<br />2200
<br />2600
<br />le'-4'(232') PRESTRE65ED
<br />NR
<br />NR
<br />NR
<br />NP
<br />NR
<br />NR
<br />NR
<br />240
<br />400
<br />1!510
<br />1050
<br />1400
<br />1120
<br />2030
<br />21'-4' (25&')PRE5TRE55ED
<br />N.R,
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />163
<br />330
<br />610
<br />IB40
<br />1340
<br />1180
<br />2110
<br />22'-0'(264')F`RE&TRES9ED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />160
<br />300
<br />15_10
<br />510
<br />5_
<br />1660
<br />ISIO
<br />0
<br />24'-O�2aa') FRESTRE66ED
<br />N.R.
<br />1
<br />NIR
<br />NIR
<br />NR
<br />NR
<br />NR
<br />N
<br />;;1250
<br />NR
<br />NR
<br />1 130
<br />240
<br />410
<br />120
<br />1030
<br />;350
<br />1610
<br />r'IATERIAL5
<br />1. F'r- precast lintels = 3500 psi.
<br />2, F'c prestressed lIntels = 6000 psi.
<br />3. F'c grout = 3000 psi wl maximum 3/a' aggregate.
<br />4. Concrete masonry units (CMU) per A6TM C90 w/
<br />minimum net area compressive strength = ISOO psi.
<br />5, Rebar provided in precast lintel per ASTM A(015 GR&O�
<br />Field reloar per A5TM AroI5 GR40 or GR&O.
<br />(o. Prestressing strand per A5TM 4416 grade
<br />2-10 low relaxation.
<br />7- -1/32 wire per 46TM ASIO.
<br />a. Mortar per ASTM C210 type M or S.
<br />a" FIREC-46T 4 FRE5171RE55ED U-LINTEL5
<br />UFL IFT
<br />LATERAL
<br />LENGTH--__TYf'E
<br />6F5-)T8F12-IT
<br />BF8 -21BF12-2TeFIr.-2TBF20-2T5F24-21
<br />61`16-IT
<br />8F20-lT8F24-IT8F2a-IT
<br />5F28 -2T
<br />&F32-IT
<br />8F32-2T
<br />W6
<br />51a
<br />2121
<br />2615
<br />4101
<br />5332
<br />656S
<br />1611
<br />W55
<br />2021
<br />2021
<br />2121
<br />2154
<br />3e&I
<br />51SO
<br />C,401
<br />-1 - 630 -
<br />��_T -
<br />3'-&' (42') FIREr-A5T
<br />2165
<br />22aS
<br />3260
<br />4231
<br />5215
<br />6204
<br />In2
<br />125"1
<br />1251
<br />2165
<br />2215
<br />31&5
<br />4125
<br />50131
<br />6061
<br />1036
<br />4'-0' (45") PRECAST
<br />1810
<br />ISSS
<br />2532
<br />3&80
<br />4532
<br />5381
<br />&24!55
<br />C330
<br />I__,_T1S25
<br />2150
<br />35a3
<br />4422
<br />5264
<br />&110
<br />4'-(o' (54") PRECAST
<br />Ir.&O
<br />1-162
<br />2501
<br />3251
<br />4010
<br />4161
<br />5525
<br />121
<br />-121
<br />1660
<br />1105
<br />2435
<br />3111
<br />3S13
<br />4655
<br />5406
<br />5'- 4' (ro4') PRECAST
<br />1333-
<br />1484
<br />2110
<br />2141
<br />3315
<br />4010
<br />4648
<br />505
<br />505
<br />13S3
<br />1431
<br />2050
<br />26-70
<br />32S3
<br />3S20
<br />454S
<br />5'-10"(70') FDRECA5T
<br />1212-
<br />1351
<br />WO
<br />2505
<br />3084
<br />3665
<br />424-1
<br />415
<br />410
<br />1212
<br />1315
<br />1815
<br />2441
<br />3010
<br />35&3
<br />415"1
<br />ro I -ro (7&1) FRECA6T
<br />1141-
<br />1200
<br />1133
<br />2250
<br />216S
<br />32W
<br />3a12
<br />101
<br />aal
<br />1141
<br />1182
<br />1&84
<br />21-32
<br />2103
<br />321r.
<br />3-132
<br />I'- ro' (IBO') PREC,48T
<br />S59.
<br />IB12
<br />1415
<br />IS14
<br />23554
<br />21-31
<br />3240
<br />5cil
<br />r051
<br />SSO
<br />102S
<br />14(.(o--
<br />1901
<br />2 P35 1
<br />21SI
<br />3245
<br />13'-4' (112") PRECAST
<br />S01,
<br />&12
<br />Sao
<br />1205
<br />1560
<br />IM52
<br />2144
<br />454
<br />630
<br />801
<br />IBIE,
<br />IIS2
<br />1550
<br />I "
<br />ISIC
<br />2211
<br />2&34
<br />I0'-(o'(I2&') PRECAST
<br />110,
<br />4138
<br />-7133
<br />1021
<br />1261
<br />14-36
<br />1,131
<br />3'b&
<br />4c33
<br />1*
<br />611
<br />103S
<br />135S
<br />IIH
<br />2034
<br />2358
<br />ll'-4' (13(v') PRECAST
<br />1.
<br />431
<br />j roS6
<br />I $15S
<br />1104
<br />j 130S
<br />1515
<br />.3&3
<br />666
<br />535
<br />IB05
<br />12,35
<br />15-35
<br />15S6
<br />2leg
<br />12'-0'(144") FRECA5T
<br />- r.01-
<br />400
<br />r. 31
<br />air,
<br />1001
<br />liar.
<br />1312
<br />340
<br />41B4
<br />631
<br />456
<br />518
<br />120S
<br />1514
<br />111313
<br />208&
<br />13'-4" (lroO') F'REC45T
<br />500,
<br />340
<br />E132
<br />666
<br />641
<br />SSI
<br />1153
<br />302
<br />3ja
<br />513
<br />40S
<br />6,82
<br />1004
<br />3&1
<br />1631
<br />Iasi
<br />W-O"(1roo') PRECAST
<br />456,
<br />316,
<br />4S3
<br />r�35
<br />118
<br />1522
<br />1065
<br />2
<br />546
<br />310
<br />62S
<br />IB22
<br />1254
<br />15911
<br />lale�
<br />f-RESTRE55EI--)
<br />243
<br />2S5
<br />4ES
<br />5SI
<br />124
<br />Mll
<br />jS0
<br />R.
<br />357
<br />243
<br />352
<br />552
<br />652
<br />11!5&
<br />14BI
<br />1142
<br />15'-4- (154') f-RE5TRE55ED
<br />22&
<br />218
<br />430
<br />553
<br />9111
<br />501
<br />e2E,
<br />N,R
<br />32-1
<br />226
<br />32S
<br />�542
<br />1131
<br />1012
<br />1381
<br />—
<br />ir.116,
<br />IT-4' (208')I`11RESTRE56ED
<br />168
<br />236
<br />3(.1
<br />4&4
<br />5(.1
<br />&10
<br />-1-14
<br />N.R.
<br />255
<br />44S
<br />C,4S
<br />6-14
<br />1121
<br />—
<br />13&9
<br />le'-4' (232*) IF-RE6TRE56ED
<br />14EB
<br />201
<br />313
<br />401
<br />4SO
<br />5,16
<br />"'
<br />I N.R,
<br />204
<br />16E,
<br />2313
<br />3133
<br />550
<br />136
<br />e40
<br />11&0
<br />21'-4' (256')FRESTRESSED
<br />145
<br />106
<br />2-1a
<br />356
<br />433
<br />512
<br />5W
<br />N.R.
<br />1'12
<br />142
<br />212
<br />33ro
<br />41-7
<br />_635
<br />WI
<br />5153
<br />22'-0'(2C,4")F`RE6TRES5ED
<br />'40
<br />'60
<br />"0 S
<br />343
<br />41a
<br />4S3
<br />5r�a
<br />131
<br />205
<br />322
<br />451
<br />(101
<br />1-11
<br />S41
<br />24'-0'(265') FRESTRE55ED
<br />121
<br />lr�rl
<br />244
<br />312
<br />380
<br />44-1
<br />il
<br />515
<br />124
<br />1&&
<br />2SO
<br />405
<br />1 538
<br />680
<br />833
<br />GENERAL NOTE5
<br />�REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
<br />0" FREG,45T Wl 2' RECE&5 DOOR U-LINTELS
<br />G F�A V I T'�'
<br />___TYf-E
<br />&RU&
<br />LENGTH
<br />5IQFr. -16
<br />SWIC -15
<br />OIKF�4 -15
<br />SWIS -115
<br />VW22 -15
<br />BRF26 -IS
<br />4'-4' (52') PRECAST
<br />148S
<br />15131
<br />3053
<br />2S62
<br />3IB54
<br />4132c5
<br />DS04
<br />( B&O
<br />1821
<br />3412
<br />4S82
<br />6412
<br />71341
<br />S41r.
<br />loals
<br />4'-ro' (54') PRECAST
<br />1357
<br />144e
<br />2182
<br />2114
<br />3600
<br />44&1
<br />5315
<br />6264 1
<br />1-102
<br />3412
<br />4S62
<br />6412
<br />IS41
<br />941(o
<br />10818
<br />a32
<br />1002
<br />1550
<br />2056
<br />2566
<br />301E,
<br />3F,65
<br />155
<br />5'-8' (65') l"REGA5T
<br />1 1153
<br />2162
<br />4014
<br />64-72
<br />1 6516
<br />5S14
<br />"313
<br />'1113
<br />1500
<br />144S
<br />IS24
<br />2400
<br />26-*
<br />3352
<br />E,'-10'(10') PRECAST
<br />135
<br />1103
<br />2051
<br />3611
<br />6412
<br />&EI&
<br />54!50
<br />6411
<br />(00')PREC,45T
<br />a22
<br />901
<br />le>11
<br />2333
<br />25,16
<br />3223
<br />3612
<br />4522
<br />SOI
<br />1611
<br />2e33
<br />4100
<br />6130
<br />511-7
<br />610
<br />"Iell
<br />131-1
<br />2252
<br />1 JFIS
<br />2451
<br />2S44
<br />343S
<br />(W')PRECAST
<br />roc,5
<br />164
<br />1311
<br />2329
<br />360�B
<br />54S2
<br />6624
<br />5132
<br />1
<br />(Ilb") l"RECAST
<br />1 3-71
<br />420
<br />a34
<br />1253
<br />1011
<br />1342
<br />1614
<br />laq3&
<br />5'A 5
<br />1 W5
<br />1 1491
<br />j 21-IS
<br />26,18
<br />35SB
<br />2a-15
<br />6' FREC,45T W1 2" RECE55 DOCR U-LiNTEL5
<br />UFL IFT
<br />LATERAL
<br />1LENGT_H—1_yFE
<br />SIRF14-IT
<br />SIRFIO-IT
<br />&1QF22-1fl51QF26-IT
<br />8W30-IT
<br />_RU&1
<br />aRF&
<br />..-2T
<br />SIRF10-2T
<br />&Tj�
<br />18-2T
<br />8W22-2T
<br />26-2T
<br />DIRF30-27
<br />4'-4' (52") PRECAST
<br />1244
<br />1513
<br />2413
<br />3260
<br />4112
<br />4S61
<br />5525
<br />S32
<br />S32
<br />1244
<br />IBIS
<br />23313
<br />3110
<br />4006
<br />4a5O
<br />56S&
<br />4'-0' (54') PRECAST
<br />IIS2
<br />1501
<br />2311
<br />3121
<br />3WI
<br />4150
<br />5571
<br />553
<br />653
<br />-
<br />IS2
<br />1455
<br />2240
<br />3036
<br />31331
<br />4r.43
<br />5453
<br />(roV)PRECA67-
<br />S24,
<br />1112
<br />11,35
<br />2423
<br />30,55
<br />36,8S
<br />4325
<br />501
<br />501
<br />1324
<br />132
<br />1141
<br />2351
<br />2-318
<br />3C,03
<br />4230
<br />5'-10'(70") PRECAST
<br />8-.Y,
<br />1138
<br />1142
<br />2352
<br />2S65
<br />3581
<br />4198
<br />4&S
<br />4r�S
<br />5136
<br />IOIBS
<br />19, JO
<br />22&&
<br />2aBI
<br />34Sl
<br />4106
<br />(&V)PREGAST
<br />110
<br />a62
<br />1513
<br />2042
<br />2513
<br />3101
<br />3642
<br />118
<br />e5b
<br />146a
<br />IS51
<br />2503
<br />3035
<br />3563
<br />655
<br />6S1
<br />1325
<br />1810
<br />2280
<br />2153
<br />322-1
<br />110
<br />1
<br />-341
<br />'
<br />64S
<br />1302
<br />2225
<br />26SO
<br />.3151
<br />cJ'-a' (114e,') FRECASTL
<br />1
<br />533'
<br />433
<br />806
<br />1 )123
<br />1 1413
<br />1104
<br />ISSE,
<br />1 516
<br />:.141
<br />1 533
<br />1 E,21
<br />looe
<br />1 13—
<br />1 11�A
<br />205a
<br />24�0
<br />�REDUCE VALUE BY 1596 FOR GRADE 40 FIELD REBAR
<br />-5 REIBAR AT TOP
<br />MIN ' (1) REQV
<br />1-1/2' CLEAR
<br />T'T'FE
<br />1)E&1GN,4T1QN
<br />F FILLED LUITH GROUT / U = UNFILLED
<br />0
<br />W
<br />CM.U,
<br />QUANTITY Or S RE5AR AT
<br />BOTTOM OF: LINTEL CAVITY
<br />Z
<br />T
<br />,
<br />—
<br />GROUT
<br />aFl& 15/7
<br />z
<br />5
<br />REBAR AT BOTTOM
<br />L
<br />Or LINTEL CAVITY
<br />NOMINAL WID7 H
<br />NOMINAL HEIGHT-�
<br />QUANTITY OF S
<br />REBAR AT TOF1
<br />11-5/8'ACTUA
<br />50TTOt-I REINFORCING
<br />PROVIDED IN LINTEL
<br />a' NOMINAL WIDTLI
<br />(VARIE5)
<br />5AFE LO,4rD T,45LE
<br />NOTE5
<br />1. I"rovide full mortar head and bed joints.
<br />2� Shore Filled lintels as required.
<br />3. Installation of lintel must comply with the architectural andlor structural drawings,
<br />4, LIntels are manufactured with 5-1/2" lone notches at the ends to accommodate
<br />vertical cell reinforcing and grouting.
<br />5. All lIntels meet or exceed 1-1360 vertical deflection, except Intels 17'-4' and
<br />longer with a nominal height of a" meet or exceed L/160.
<br />6. 5ottom field added rebar to be located at the bottom of the lintel cavity.
<br />7. '1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
<br />5. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
<br />9. Safe load ratings based on rational design analysis per ACi 315 and ACI 530
<br />1, All values based on minimum 4" bearing, Exception: Safe loads for unfilled
<br />Intels must be reduced by 20% IF bearing length is less then 6-1/2'.
<br />Safe loads for all recessed lintels based on 6' nominal bearing.
<br />2. N.R. a Not Rated-
<br />3. Safe loads are total superimposed allowable load an the section specified-
<br />4. Safe loads based on grade 40 or gracle 60 Field rei:,ar.
<br />S. Additional lateral load capacity can be obtained by the designer by providing
<br />addlonal reinforced masonry above the precast lintel.
<br />6. One 11 reloar may be substituted for two S rebars in 8' lintele, only,
<br />7� The designer may evaluate concentrated loads From the safe load tables by
<br />calculating the maximum resisting moment and shear at cl-away From the fare of support.
<br />0, For composite lintel heights not shown, use safe load From next lower height.
<br />All safe loads in units of pourds per linear Foot.
<br />_7
<br />A It C N I T E C T 8*1
<br />6
<br />mgln
<br />G r Zou 10.
<br />1441 N. RONALD REAGAN BLVD.
<br />"'750
<br />B
<br />PH: 407-774-6078
<br />FAK 407-774-4078
<br />www.abdesigngroup.com
<br />AA 0: 000332,j
<br />5
<br />r4
<br />A
<br />rSUBDIV. & LO
<br />SILVERADO
<br />LOT 29
<br />BLK 6
<br />1-ROJECT#
<br />04128.000-02961
<br />MODEL:
<br />4ENB
<br />"t751-NEUVILLE"
<br />GARAGE SWING:
<br />LEFT
<br />I -AGE:
<br />LINTEL
<br />LOADS
<br />V,..t50 MPH EXP. BJ
<br />ARCHnr`E-CT-.
<br />STATE OF FLORIDA
<br />k"A.ABOUCHACRA
<br />AR NO 93723
<br />F-PRINT
<br />DATE; 11/09/17
<br />SCALE: 1/4"=V-0"
<br />SMEET
<br />
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