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<br />lICS)o MATERIALS1. f'c precast
<br />lintels = 3500 psi.
<br />2.
<br />f'
<br />c prestressed lintels = 6000 psi.
<br />3. grouted per ASTM C476 f'g =
<br />3000 psi w/maximum 3/8" aggregateand
<br />8"
<br />to 11" slump.4. Concrete masonry units (
<br />CMU) per ASTM C90 w/minimum net
<br />area compressive strength = 1900 psi.5. Rebar per ASTM A615
<br />Grade 60.6. Prestressing strand per ASTM A416 grade
<br />270 low relaxation.7.7/32 wire per ASTM
<br />A510.8. Mortar per ASTM C270 type
<br />M or S.GENERAL INSTALLATION NOTES 1.
<br />Provide full Mo".ar head a~d
<br />bed joints.2.
<br />Shore filed li~~els as required.3.
<br />l'"Is,allatio~ of lintel Must COMply with the
<br />archtectural and/or
<br />s'Juctu~al drawngs.4. J-Lin'.els are ma'
<br />lufactured with 5-1/2" long no'"
<br />cres atthe ends to accomModate vertical cell re,~forc,ng and groJ:lng.5. All liNes
<br />creet or exceed L/360ve::ical deflection, except lintels 17'-4" and onger wi'"h a
<br />nominal hegrt of 8" meet or exceed L/
<br />180.6. 80:tO,1l feld added rebar tobe located at the boaoM of :he
<br />iinte cav:y.7. 7/32" daMe'"er wire skrups a'e welded
<br />to the bottom steel 'or Tecranlca anchorage.8. Cast'ln-place conc~e~e may be provided in
<br />COI'1pos!te In'"elln lieu of conc~ete masonry units.9. Sa'e .oad ratings based
<br />on rational design analYSIS per ACI 318 a'"ld ACI 53010. ProdJct Approvas: 'v1iaMi Dade COJnty, Forida r-;
<br />os03-060505
<br />and 03-0605.04.1:". Tre exter,or su'face of lintels Instaledn exterorconcrete masonry walls
<br />shall have a coatng 0' stJCCO appliedn accordance with AST'v1 C-
<br />926 or other app'ovedcoati ng.12. Lintels loaded siMultaneous'y with veritcal (grav!
<br />ty and uplift) and no'izonta (lateral)loadsshoJd be checked for combine loading
<br />with the
<br />following eql.oaron:Appled ver:ical load Applied lio'izon'.al load Safe vertical load
<br />SAFE LOAD TABLE NOTES Sa'e horizontal load 1.0 1A'
<br />I values based on mlnimul1 4" bearing. Exception: Safe
<br />loads for unfilled
<br />lin'.els mJst be
<br />reduced by 20% If
<br />bearing length
<br />is less than 6-1/2".Safe loads 'or all recessed :intes based on
<br />8" nOl1inal bea'ng.2 'J.R. = f\ot Ra~ed.3. ~afe loads are
<br />total superimposed allowable load on the section specified.4. Sa'e loads
<br />based on grade 40 or grade 60 '
<br />ield rebar.5. ^dditionolloterollood capacity can be obtoined by 'he designer by
<br />providing addonal ~elnfo'ced masonry above the p~ecast lin'"el.6 O'"
<br />le #7 rebar Tay be substitJ'"ed for two #5 rebars
<br />In 8" lintels on y.7 The designer noay evalua'.
<br />e concentratedloads "011 the safe load tables by calcJ'at'ng the maXll1Jrrl resisting 'T'oment and
<br />shear at d-away from the face of s~pport.8. For compos'te
<br />lintel heghts not srowf1, Jse safe load from next ,ower height.9. For lintel !eng:hs not srown,
<br />use safe load from the next ongesI le'lgth srow'l.10. All safe loads
<br />in ~n;ts of pOJnds per 'inear foot.11. Ail safe 'oads based on siMplySupport span.12.
<br />The nuMber in '"he pa~en."hess indlca'"es the percent ~educt'
<br />on for grade 40 feld added rebar.Exal'1p'
<br />e: 76" lintel Type 8f32,lB safe gravity oaa = 6472 (15)w/15% redJction = > 6472 (85) = 5501
<br />plf SAFE LOAD
<br />TABLESTYPE I_ENGTH -___2-10" (34") PRECAST 3'6" (42") PRECAST 4'-
<br />0" (48") PRECAST 4'-6" (54") PRECAST
<br />5'-4" (64")
<br />PRECAST
<br />5',10" (70")
<br />PRECAST 6'-6" (
<br />78") PRECAST 7'-6" (
<br />90") PRECAST 9'4" (
<br />112")PRECAST 10'-6" (
<br />126") PRECAST 11'-4" (
<br />136") PRECAST 12-0" (
<br />144") PRECAST 13'-4" (
<br />160") PRECAST 14.-0" (
<br />168") PRECAST 14'-8" (
<br />176") PRESnESSED FOR GRAVITY,
<br />UPLIFT & LATERAL LOADS 8"
<br />PRECAST & PRESTRESSED U-
<br />LlNTELS 8U8 8F8-08
<br />8F8-1B 2231,Of;
<br />q Of;q 2231,
<br />Of;q 3069 1966 ?C:;
<br />f;1 2693 1599
<br />1969 2189
<br />1217
<br />1349 1663 1062
<br />1105 1451
<br />908 1238 1238
<br />743
<br />1011 1011 554 699
<br />752
<br />475 535
<br />643
<br />362 582
<br />582
<br />337 540
<br />540
<br />296 471
<br />471
<br />279 424
<br />442
<br />i.R. '
<br />iR
<br />8F12-0B
<br />8F12,
<br />18 4Rn.'
<br />i
<br />4RO'i
<br />71q
<br />460'i
<br />7'
<br />i1 4605
<br />2110
<br />4375 1438 3090
<br />1173
<br />2622 2177
<br />21771729
<br />17291160
<br />1245
<br />8901052
<br />945945
<br />873
<br />873
<br />755
<br />755
<br />706
<br />706
<br />iR
<br />783
<br />NR
<br />7:
<br />0
<br />NR
<br />548
<br />NR
<br />420
<br />NR
<br />340
<br />iR
<br />315
<br />NR
<br />250
<br />458
<br />15'-
<br />4" (
<br />184")
<br />PRESTRESSED
<br />N.R.
<br />NR
<br />412
<br />17'-
<br />4" (
<br />208")
<br />PRESTRESSED
<br />NR
<br />NR
<br />300
<br />19'-
<br />4" (
<br />232") PRESTRESSED N.R NR 235 21'-
<br />4" (
<br />256") PRESTRESSED N.R. '<R 180
<br />22'-
<br />0" (264") PRESTRESSED NR NR 165 24'-
<br />0" (
<br />288") PRESTRESSED N.R. NR 129 L~
<br />Z
<br />2-10" (34") PRECAST 3'6" (
<br />42")
<br />PRECAST 4'-0" (48") PRECAST 4-6" (
<br />54")
<br />PRECAST 5'
<br />4" (64") PRECAST
<br />5-10" (70") PRECAST
<br />6-6" (78") PRECAST
<br />7'-6" (90")
<br />PRECAST 9'-4" (112")
<br />PRECAST 10-6" (
<br />126") PRECAST 11'-
<br />4" (136") PRECAST 12.-
<br />0" (144") PRECAST 13'-
<br />4" (160") PRECAST
<br />14-0" (168") PRECAST
<br />14.-8' (176") PRE.
<br />STRE.SSED 15 4" (
<br />184") PRE.STRE.
<br />SSEf)17'4" (208") PRE.STRESSED
<br />19.4" (232") PRE.STReSSED 21.
<br />4" (256") PRE.STRE.SSED
<br />220.' (264') PRE.STRE.SSEJ
<br />240" (288") PRE.STReSSEf)8F8-iT
<br />8F8-2T 1q7?1q7?1569
<br />1569 13R3 1363 1207
<br />1207
<br />1016
<br />1016
<br />909
<br />929
<br />835 (
<br />12
<br />835
<br />727 (
<br />23
<br />727
<br />591
<br />591
<br />530
<br />530 474
<br />494
<br />470 (9)
<br />470
<br />418 (
<br />15
<br />428
<br />384(
<br />15
<br />410
<br />239 246
<br />224
<br />230 187
<br />192
<br />162 166
<br />142
<br />142
<br />137
<br />137
<br />124
<br />124
<br />8Rl-
<br />6
<br />4'-
<br />4" (
<br />52")
<br />PRECAST
<br />1635
<br />4'-
<br />6" (
<br />54")
<br />PRECAST 1494 5-8" (68")
<br />PRECAST 866 5'-10" (70")
<br />PRECAST 810 6'-8" (
<br />80") PRECAST 797 7'-6" (
<br />90") PRECAST 669 9-8" (
<br />116")PRECAST 411 GRAVITY 8F16-
<br />0B 8F20-08 8F16-
<br />1B
<br />8F20-1B
<br />6113 6113
<br />5163
<br />6113
<br />3820
<br />6113
<br />2931
<br />6113
<br />1999
<br />5365
<br />1631
<br />4360
<br />3480
<br />3480
<br />2632
<br />0"'''''
<br />1R?'
<br />i
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<br />A
<br />n7~n7~
<br />nn?
<br />nfl?
<br />i>
<br />1,
<br />70
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<br />I;
<br />n Ii>q'
<br />iO
<br />N'l
<br />750R
<br />598
<br />R
<br />i'
<br />iO
<br />NR4'
<br />in
<br />75477547
<br />6607
<br />7547
<br />4890
<br />7547
<br />3753
<br />7547(
<br />7)
<br />2560 7547(
<br />36)
<br />2090 7168 (
<br />45)
<br />3031 5381
<br />n'
<br />i
<br />1QOQiR4
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<br />afl')17"
<br />N~
<br />1.,?
<br />R
<br />7
<br />q R4<;
<br />7R,
<br />i
<br />R<;,
<br />i8"
<br />PRECAST & PRESTRESSED
<br />U-LlN TELS 8F12-lT
<br />8F16-iT
<br />I~F12-2T
<br />8F16-2T 1 7.
<br />1 44RO
<br />17~ 4460
<br />2524 3547
<br />2524 3547
<br />2192 3079
<br />2192 3079
<br />1940 2724
<br />1940 2724
<br />1632 2290
<br />1632 2290
<br />1492 2093
<br />1492 2093
<br />1340 1880
<br />1340 1880 1021
<br />1634 (12)
<br />1166 1634 680
<br />1133 (15
<br />851 1326 552
<br />914 (15
<br />686 1183 485
<br />798 (15
<br />599 1028 441
<br />723 (14
<br />543 928 373
<br />606 (14
<br />455 770 346
<br />559 (14
<br />420 709 323
<br />519 (13
<br />390 655 302
<br />485 (13
<br />364 609 255
<br />404 (12)
<br />303 500 222
<br />347 (11
<br />261 424 198
<br />306 (11
<br />230 369 192
<br />295 (10
<br />221 354 175
<br />267 (10
<br />200
<br />316
<br />UPLIFT
<br />8F20-
<br />lT
<br />8F20-
<br />2T
<br />i747
<br />747
<br />4569
<br />4569
<br />3966
<br />3966
<br />3508
<br />3508
<br />2949
<br />2949
<br />2694 2694
<br />2419
<br />2419 2102 (
<br />11
<br />2102 1471 (
<br />15
<br />1705 1185 (
<br />15
<br />1526 1034 (
<br />15
<br />1422 936 (
<br />14
<br />1349 783 (
<br />14
<br />1145 723 (
<br />14
<br />1050 671 (
<br />13
<br />968 626 (
<br />13
<br />897 520 (
<br />12)
<br />732 446 (
<br />11
<br />616 393
<br />11
<br />531 378 (
<br />11
<br />508
<br />341 (
<br />10
<br />450
<br />8F24-
<br />lT
<br />8F24-
<br />2T
<br />7034
<br />7034
<br />5591
<br />5591
<br />4853
<br />4853
<br />4292
<br />4292
<br />3607 3607
<br />3295
<br />3295 2959
<br />2959
<br />2571 (10
<br />2571
<br />1811 (15
<br />2084
<br />1458 (15
<br />1865
<br />1272 (15
<br />1738
<br />1151 (15
<br />1649 962 (
<br />14 1444
<br />887 (14
<br />1434 (8)
<br />823 (13
<br />1324 (8)
<br />767 (13
<br />1224 (8)
<br />637 (12
<br />993 (8)
<br />546 (12
<br />831 (8)
<br />480 (11
<br />713 (7)
<br />461 (10
<br />681 (
<br />7)
<br />416 (
<br />10
<br />600 (
<br />7)
<br />8F24-
<br />08
<br />8F24-
<br />18
<br />8974
<br />8974 8054
<br />8974
<br />961 8974
<br />4576
<br />8672
<br />3123
<br />7342 (
<br />19)
<br />2549
<br />6036 (
<br />19)
<br />3707
<br />8360
<br />2698
<br />5681
<br />3486
<br />3486
<br />2777
<br />2781
<br />2423
<br />2423
<br />2193
<br />2193
<br />1838
<br />1838
<br />697
<br />697
<br />NR
<br />2245
<br />iR
<br />2058
<br />R
<br />609
<br />NR
<br />1282
<br />NR 1114 R
<br />047 iR
<br />884
<br />8F28-
<br />lT
<br />8F28-
<br />2T
<br />8:
<br />3?
<br />1
<br />83?
<br />1
<br />6613
<br />6613
<br />5740 i740
<br />5077
<br />5077 4265
<br />4265
<br />3897 3897
<br />3498
<br />3498 3039 (
<br />10
<br />3039 2152 (
<br />16
<br />2463 1732 (
<br />15
<br />2204 1510 (
<br />15 2053
<br />1366 (15
<br />1948 1141 (
<br />14 1718
<br />1052 (14
<br />1694 (8)
<br />976 (14
<br />1625 (11
<br />909 (13
<br />1562 (14
<br />754 (12
<br />1268 (14
<br />646 (12
<br />1057 (14
<br />567 (11
<br />903 (
<br />13
<br />545 (
<br />11
<br />861 (
<br />13
<br />491 (
<br />10
<br />756 (
<br />12
<br />8F28-
<br />0B 8F28-
<br />18
<br />10394 10394
<br />9502
<br />10394 7034
<br />10394
<br />5400 10294
<br />3686
<br />8733 (19)
<br />3009
<br />7181 (19)
<br />4383
<br />10394 (
<br />37)
<br />3191
<br />8467 (
<br />44)
<br />2818
<br />4705 (
<br />37)
<br />2163
<br />3643 (
<br />38)
<br />3127
<br />3127
<br />2805
<br />2805
<br />2316
<br />2316
<br />2127
<br />2127
<br />NR
<br />2517
<br />i~
<br />2320 iR
<br />1849
<br />NR
<br />1515
<br />N~
<br />1359
<br />R
<br />1285
<br />NR
<br />1092
<br />8F32-08
<br />8F32,
<br />18 11809
<br />11809
<br />10951 11809
<br />8107
<br />11809 6224
<br />11809
<br />4249 10127 (
<br />19)
<br />3470 8328 (
<br />20)
<br />5061
<br />8825 (
<br />14)
<br />3685
<br />6472 (
<br />15)
<br />3302
<br />6390(
<br />47)
<br />2536
<br />4754 (
<br />45)
<br />4006
<br />4006
<br />3552
<br />3552
<br />28832883
<br />2630
<br />2630
<br />NR
<br />2712
<br />NR
<br />2513 iR
<br />2047
<br />NR
<br />lll6
<br />NR
<br />1,
<br />i68
<br />NR
<br />1399
<br />iR
<br />1222
<br />LATERAL
<br />8F32,
<br />iT
<br />8F32-
<br />2T
<br />9608 9608
<br />7636 7636 6627
<br />6627
<br />5861 5861 4924 4924 4498
<br />4498
<br />4038 4038 3508 (9) 424
<br />534
<br />357 3508 2494 (15 326
<br />512
<br />227 2842 2007 (15 284
<br />401
<br />178 2544 1749 (15 260
<br />452
<br />152
<br />2369
<br />1582 (
<br />15
<br />244
<br />402
<br />135
<br />2247
<br />1321 (
<br />14)
<br />217
<br />324
<br />109
<br />1993
<br />1218
<br />1954
<br />1129 1874 1052 1801 872 1470 746
<br />1225
<br />654
<br />1046
<br />629
<br />997
<br />566
<br />875
<br />8"
<br />PRECAST
<br />W/
<br />2"
<br />RECESS
<br />DOOR
<br />U-
<br />LlNTELS
<br />8RF6-
<br />0B
<br />8RF6-
<br />1B
<br />1749
<br />1891
<br />1596
<br />1756
<br />920
<br />1167
<br />859
<br />1113
<br />901
<br />901
<br />755
<br />755
<br />466
<br />526
<br />8RF10-
<br />08
<br />8RF10-
<br />18
<br />3355
<br />3699
<br />3063
<br />3699
<br />1770
<br />2481
<br />1653
<br />2342
<br />1825
<br />1825
<br />1490
<br />1490
<br />999
<br />999GRAVITY
<br />8RF14-
<br />08
<br />8RF14-
<br />1B
<br />3280
<br />5206
<br />2992
<br />5206 1716
<br />4567
<br />1600
<br />4242
<br />3120
<br />3120
<br />2459
<br />2459 1568 1568 8RF18-08 8'1F18-
<br />18
<br />4349
<br />6639
<br />3968
<br />6639
<br />2277
<br />6389
<br />2124 6639 (
<br />10)
<br />5048 5048
<br />3776
<br />3776
<br />2253
<br />2253
<br />8"
<br />PRECAST
<br />WI 2"
<br />RECESS
<br />DOOR U-LlNTELS
<br />8RF22-
<br />08 8RF22-18
<br />5421
<br />8060 4946 8060
<br />2839
<br />8060 (
<br />34)2649 8060 (
<br />39)
<br />7747 7915 5743
<br />5743
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<br />205
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<br />9479 3402 7917 (19)3174 7402 (19)9448 9479 7239
<br />8998 (19)4091 4150 UPLIFT TYPE 8RF6-lT RRF1 n_1
<br />QRI'14_H 8RFl8-lT 8RF22-iT
<br />8RF26-lT 8'1F30-iT LENGTH -----_____ 8RF6-2T RRF1 0_ ~T 8RFl8-2T
<br />8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52")
<br />PRECAST 905 174R 2635 3522 4409 5296 6183 905 174R 2635 3522
<br />4409 5296 6183 4'-6" (54") PRECAST 867
<br />1 R7'i 2525 3374 4224 5074 5924 867 1 R7'i
<br />2525 3374 4224 5074 5924 5'8" (68")
<br />PRECAST 675 1,01 1960 2618 3277 3935 4594 675
<br />1,01 1960 2618 3277 3935 4594 5',
<br />10" (70") PRECAST 655 1 ?R? 1900 2538 3176 3815 4453 655 1 ?R? 1900
<br />2538 3176 3815 4453 6-8" (80")
<br />PRECAST 570 101? 1651 2204 2758 3312 3865 570 1 nQ7 1651 2204 2758 3312 3865
<br />7'-6" (90") PRECAST 506 7Q7 1462(
<br />8) 1952 (7) 2442 (6) 2931 (6 3257 506
<br />967 1462 195224422931 3421 9'-8" (116")
<br />PRECAST 395 491
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<br />15 2322 (16)
<br />395 589 1135
<br />1514 1893 2272
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<br />1025
<br />1024
<br />1830 765
<br />763
<br />1365 592
<br />591
<br />1057 411
<br />411
<br />734 340
<br />339
<br />607 507
<br />721
<br />483 293 98 284
<br />89 259 82
<br />194 63 148
<br />51 125 42
<br />116 39 33
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<br />18 7567 10893
<br />6904 10893 3966
<br />9311 (19)3700 8706 (19)7360 10893(32
<br />5623 10893(48)3146 5891 (47)LATERAL
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<br />408 407734
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<br />509 674
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<br />2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE
<br />ASSUMED TO BE 16" MINIMUM DEPTH.3- THE
<br />NUMBER OF COURSES OF
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<br />25 LAST
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