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<br />MATERIALS
<br />1. f'c precast lintels = 3500 psi.
<br />2. f'c prestressed lintels = 6000 psi.
<br />3, grouted per ASTM C476 f'g = 3000 psi w/
<br />maximum 3/8" aggregate and 8" to 11" slump.
<br />4. Concrete masonry units (CMU) per ASTM C90 w/
<br />minimum net area compressive strength = 1900 psi.
<br />5. Rebar per ASTM A615 Grade 60.
<br />6. Prestressing strand per ASTM A416 grade
<br />270 low relaxation.
<br />7.7/32 wire per ASTM A510.
<br />8. Mortar per ASTM C270 type M or S.
<br />
<br />GENERAL INSTALLATION NOTES
<br />
<br />1, Provide full mortar head and bed joints,
<br />2, Shore filled lintels as required.
<br />3, Installation of lintel must comply with the archtectural andlor structural drawings.
<br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
<br />vertical cell reinforcing and grouting,
<br />5. All lintels meet or exceed L/360 vertical deflect'on, except iintels 17'4" and
<br />longer with a nominal height of 8" meet or exceed L/180.
<br />6. Bottom field added rebar to be located at the bottom of the lintel cavity.
<br />7. 7/32" d'ame',er wire stirrups are welded to the bottom steel for mechanical anchorage.
<br />B. Cast-in-place concrete may be provided in cOMposite lintel in lieu of concrete
<br />masonry units.
<br />9. Safe load ratings based on rational design analys:s per ACI 318 and ACI 530
<br />10, Product Approvals: MiaMi Dade County, Florida Nos,03-060505 and 03-0605,04,
<br />11, The exterior s'urface of lintels installed in exterior concrete masonry walls shall have
<br />a coating of stucco applied in accordance with ASTM C-926 or other approved
<br />coating.
<br />12, Lintels loaded simultaneously with ventcal (gravity and uplift) and horizontal (lateral)
<br />loads shoud be checked for combine 'oading with ',he following equation:
<br />Appl ed vertical load Appled horizontal load
<br />+
<br />Safe vertical load
<br />
<br />SAFE LOAD TABLE NOTES
<br />
<br />Safe horizontal load
<br />
<br />< 1.0
<br />
<br />1. All values based on minimum 4" bearing, Exception: Safe loads for unfilled
<br />
<br />lintels must be reduced by 20% If bearing length is less than 6-1/2",
<br />
<br />Safe loads for all recessed lintels based on 8" nominal bearing,
<br />
<br />2. N,R. = Not Ra',ed.
<br />3, \ofe loads ore lotol superimposed allowable load on the section specified.
<br />
<br />4, Safe loads based on grade 40 or grade 60 field rebar.
<br />
<br />5. &ddilionol lateral load capacity con be obtained by the designer by providing
<br />addlonal reinforced masonry above the precast lintel.
<br />6. One #7 rebar may be substituted for two #5 rebars in 8" lintels on'y,
<br />7, The designer may evaluate concentrated loads from the safe load tables by
<br />calCulating the maximum resisting moment and shear at d-away from the face of support.
<br />8. For composite lintel heights not showf1. use safe 'oad from next 'ower height.
<br />
<br />9. For lintel lengths not shown, use safe load frOM the next longest length shown,
<br />10. All safe loads in units of pounds per linear foot.
<br />11. All safe loads based on simply support span,
<br />12, The number in the parenthesis indicates tre percent reduction for grade 40
<br />field added rebar.
<br />Example: 7'-6" lintel Type 8f32-1B safe gravity load = 6472 (15)
<br />w/15% reduction = > 6472 (,85) = 5501 plf
<br />
<br />SAFE LOAD TABLES
<br />
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />
<br />~~~
<br />
<br />____ TYPE
<br />LENGTH ____
<br />2'-10" (34") PRECAST
<br />
<br />3'-6" (42") PRECAST
<br />4'-0" (48") PRECAST
<br />
<br />4'6" (54") PRECAST
<br />
<br />5'-4" (64") PRECAST
<br />5'-10" (70") PRECAST
<br />
<br />6'-6" (78") PRECAST
<br />
<br />7'6" (90") PRECAST
<br />9'-4" (112")PRECAST
<br />10'-6" (126") PRECAST
<br />
<br />11'-4"(136") PRECAST
<br />12'-0" (144") PRECAST
<br />13'-4"(160") PRECAST
<br />14'-0"(168") PRECAST
<br />
<br />14'-8" (176") PRESTRESSED '<R,
<br />
<br />15'-4" (184") PRESTRESSED
<br />17'-4" (208") PRESTRESSED
<br />19'4" (232") PRESTRESSED
<br />
<br />21'-4" (256") PRESTRESSED
<br />22'-0' (264") PRESTRESSED
<br />
<br />24'-0" (288") PRESTRESSED
<br />
<br />~~~
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<br />___ TYPF 8F8-H
<br />LENGTH ~ 8F8-2T
<br />
<br />2'-10' (34") PRECAST 1 q7?
<br />1q7?
<br />1.<;R9
<br />1569
<br />1363
<br />1363
<br />1207
<br />1?07
<br />1016
<br />1016
<br />5'-10" (70") PRECAST 909
<br />929
<br />6'-6" (78") PRECAST 835 (12
<br />835
<br />
<br />7'-6" (90") PRECAST 727 (23
<br />727
<br />591
<br />591
<br />530
<br />530
<br />11'4"(136") PRECAST 474
<br />494
<br />470 (9)
<br />470
<br />13'4"(160") PRECAST 418 (15
<br />428
<br />14'-0" (168") PRECAST 384 (15
<br />410
<br />14'-8" (176") PRESTRESSED 239
<br />246
<br />15'4" (184") PRESTRESSEfJ 224
<br />230
<br />17'-4" (208") PRESTRESSED 187
<br />192
<br />19'4" (232") PRESTRESSED 162
<br />166
<br />21' 4" (256") PRESTRESSED 142
<br />142
<br />22'.{)" (264") PRESTRESSm 137
<br />137
<br />24'.{)" (288") PRESTRESSED 124
<br />124
<br />
<br />3'6" (42") PRECAST
<br />
<br />4'-0" (48") PRECAST
<br />
<br />4'-6' (54") PRECAST
<br />
<br />5'-4" (64") PRECAST
<br />
<br />9'-4" (112") PRECAST
<br />
<br />10'-6" (126") PRECAST
<br />
<br />12-0" (144") PRECAST
<br />
<br />~~~
<br />~ 8RU6
<br />4'-4" (52") PRECAST 1635
<br />4'-6' (54") PRECAST 1494
<br />5'-B" (68") PRECAST 866
<br />5'-10" (70") PRECAST 810
<br />6'8" (80") PRECAST 797
<br />7'-6" (90") PRECAST 669
<br />9'-B" (116")PRECAST 411
<br />
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<br />2231 ::lORa
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<br />2231 3069
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<br />1663
<br />1062 1105
<br />14S1
<br />1238
<br />1238
<br />1011
<br />1011
<br />699
<br />752
<br />535
<br />643
<br />582
<br />582
<br />540
<br />540
<br />471
<br />471
<br />424
<br />442
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<br />458
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<br />412
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<br />4605
<br />2110
<br />4375
<br />1438
<br />3090
<br />1173
<br />2622
<br />2177
<br />2177
<br />1729
<br />1729
<br />1160
<br />1245
<br />890
<br />1052
<br />945
<br />945
<br />873
<br />873
<br />755
<br />755
<br />706
<br />706
<br />NR
<br />783
<br />NR
<br />710
<br />NR
<br />548
<br />NR
<br />420
<br />N'1
<br />340
<br />NR
<br />315
<br />NR
<br />250
<br />
<br />GRAVITY
<br />
<br />8F16-0B 8F20-0B
<br />8F16-1B 8F20-1B
<br />
<br />6113
<br />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 />,)"/;1
<br />,/;')<;
<br />11<Ll..
<br />1')47
<br />1<;..
<br />,.,,,,,,,
<br />,.,"'"
<br />,~"
<br />,~"
<br />-n7"
<br />,n7"
<br />,nn")
<br />,n{)")
<br />,,~
<br />,.,7()
<br />'liR
<br />1 ?SO
<br />,,~
<br />QSO
<br />N~
<br />7S0
<br />NR
<br />SQR
<br />NR
<br />550
<br />NR
<br />450
<br />
<br />UPLIFT
<br />
<br />8F2G-H
<br />8F2G-2T
<br />
<br />5747
<br />5747
<br />4569
<br />4569
<br />3966
<br />3966
<br />3508
<br />3508
<br />2949
<br />2949
<br />2694
<br />2694
<br />2419
<br />2419
<br />2102 (11
<br />2102
<br />1471 (15
<br />1705
<br />1185 (15
<br />1526
<br />1034 (15
<br />1422
<br />936 (14
<br />1349
<br />783 (14
<br />1145
<br />723 (14
<br />1050
<br />671 (13
<br />968
<br />626 (13
<br />897
<br />520 (12
<br />732
<br />446 (11
<br />616
<br />393 (11
<br />531
<br />378 (11
<br />508
<br />341 (10
<br />450
<br />
<br />7547
<br />7547
<br />6607
<br />
<br />7547
<br />4890
<br />7547
<br />3753
<br />7547(7)
<br />2560
<br />7547(36)
<br />2090
<br />7168 (45)
<br />3031
<br />5381
<br />')'){)<;
<br />..<:!O.<:!
<br />,)<;"Ll.
<br />,)"'''Ll.
<br />')I'\Q.
<br />')('\0.
<br />"""
<br />1 .<:!4"
<br />- "'"
<br />'"''''
<br />1A~"
<br />1A~"
<br />, .,~"
<br />"~,,
<br />~R
<br />,Q{)?
<br />NR
<br />17"l:'l
<br />NR
<br />1.'l?R
<br />NR
<br />,n.'l7
<br />NR
<br />~4<;
<br />NR
<br />7~4
<br />NR
<br />1'><;4
<br />
<br />8" PRECAST & PRESTRESSED U-Ll'TELS
<br />
<br />8RF6-0B
<br />8RF6-1B
<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 />
<br />8RF10-0B
<br />8RF10-1B
<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 />999
<br />
<br />8F24-H
<br />8F24-2T
<br />
<br />7034
<br />7034
<br />5591
<br />5591
<br />4853
<br />4853
<br />4292
<br />4292
<br />3607
<br />3607
<br />3295
<br />3295
<br />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
<br />962 (14
<br />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 (7)
<br />416 (10
<br />600 (7)
<br />
<br />GRAVITY
<br />
<br />8F2 4-0 B
<br />8F24-1B
<br />8974
<br />R974
<br />8054
<br />8974
<br />5961
<br />8974
<br />4576
<br />8672
<br />3123
<br />7342 (19)
<br />2549
<br />6036 (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 />1697
<br />1697
<br />NR
<br />2245
<br />~'1
<br />2058
<br />NR
<br />1609
<br />~R
<br />1282
<br />NR
<br />1114
<br />NR
<br />:047
<br />NR
<br />884
<br />
<br />8F28-0B
<br />8F28-1B
<br />10394
<br />10394
<br />950?
<br />10394
<br />7034
<br />10394
<br />5400
<br />10294
<br />3686
<br />8733 (19)
<br />3009
<br />7181 (19)
<br />4383
<br />10394 (37)
<br />3191
<br />8467 (44)
<br />2818
<br />4705 (37)
<br />2163
<br />3643 (38)
<br />3127
<br />3127
<br />2805
<br />2805
<br />2316
<br />2316
<br />2127
<br />2127
<br />NR
<br />2517
<br />N'1
<br />2320
<br />NR
<br />1849
<br />NR
<br />1515
<br />N~
<br />1359
<br />NR
<br />1285
<br />NR
<br />1092
<br />
<br />8F32-08
<br />8F32-1B
<br />11809
<br />1180Q
<br />10951
<br />11809
<br />8107
<br />11809
<br />6224
<br />11809
<br />4249
<br />10127 (19)
<br />3470
<br />8328 (20)
<br />5061
<br />8825 (14)
<br />3685
<br />6472 (15)
<br />3302
<br />6390 (47)
<br />2536
<br />4754 (45)
<br />4006
<br />4006
<br />3552
<br />3552
<br />2883
<br />2883
<br />2630
<br />2630
<br />NR
<br />2712
<br />NR
<br />2513
<br />NR
<br />2047
<br />NR
<br />1716
<br />NR
<br />1468
<br />NR
<br />1399
<br />N'1
<br />1222
<br />
<br />LATERAL
<br />
<br />8F28-H
<br />8F28-2T
<br />R".?1
<br />R"l?1
<br />RFi13
<br />RFi13
<br />5740
<br />5740
<br />5077
<br />r=,077
<br />4265
<br />4265
<br />3897
<br />3897
<br />3498
<br />3498
<br />3039 (10
<br />3039
<br />2152 (16
<br />2463
<br />1732 (15
<br />2204
<br />1510 (15
<br />2053
<br />1366 (15
<br />1948
<br />1141 (14
<br />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 (13
<br />545 (11
<br />861 (13
<br />491 (10
<br />756 (12
<br />
<br />8F32-H
<br />8F32-2T
<br />qROR
<br />qR[)R
<br />7636
<br />7636
<br />R627
<br />6627
<br />5861
<br />5861
<br />4924
<br />4924
<br />4498
<br />4498
<br />4038
<br />4038
<br />3508 (9) 424 534 357
<br />3508
<br />2494 (15 326 512 227
<br />2842
<br />2007 115 284 401 178
<br />2544
<br />1749 (15 260 452 152
<br />2369
<br />1582 (15) 244 402 135
<br />2247
<br />1321 (14) 217 324 109
<br />1993
<br />1218 (14) 205 293 98
<br />1954 (7)
<br />1129 (14 N R 284 89
<br />1874 (11) .,
<br />1052 (13) N.R. 259 82
<br />1801 (14)
<br />872 (12) N.R. 194 63
<br />1470 (14)
<br />746 (12) 51
<br />1225 (14 N.R. 148
<br />654 (11 42
<br />1046 (13) N.R. 125
<br />629 (11)" R 116 39
<br />997 (13' .
<br />566 (10) 33
<br />875 (13 N .R, 91
<br />
<br />8" PRECAST WI 2" RECESS DOOR U-LlNTELS
<br />
<br />8RF26-0B
<br />8RF26-1B
<br />6493
<br />9479
<br />5924
<br />9479
<br />3402
<br />7917 (19)
<br />3174
<br />7402 (19)
<br />9448
<br />9479
<br />7239
<br />8998 (19)
<br />4091
<br />4150
<br />
<br />~~~ UPLIFT
<br />
<br />_______ TYPE 8RF6-H RRF10-1T RRF14-1T 8RFl8-H 8RF22-1T 8RF26-H 8RF30-H
<br />LENGTH _______ 8RF6-2T RRF1ll-'/ I A_?T 8RFl8-2T 8RF22-2T 8RF26-2T 8RF3G-2T
<br />4'4" (52") PRECAST 905 174R 2635 3522 4409 5296 6183
<br />905 174R 2635 3522 4409 5296 6183
<br />4'-6" (54") PRECAST 867 1 Fi7r=, 2525 3374 4224 5074 5924
<br />867 1 Fi7r=, 2525 3374 4224 5074 5924
<br />5'-8" (68") PRECAST 675 1 ::l1l1 1960 2618 3277 3935 4594
<br />675 1::l1l1 1960 2618 3277 3935 4594
<br />5'-10" (70") PRECAST 655 1 ?Fi? 1900 2538 3176 3815 4453
<br />655 1?Fi? 1900 2538 3176 3815 4453
<br />6'-B' (80") PRECAST 570 101? 1651 2204 2758 3312 3865
<br />570 1 nQ7 1651 2204 2758 3312 3865
<br />7'-6" (90") PRECAST 506 N7 1462(8) 1952 (7) 2442 (6) 2931 (6 3257
<br />506 967 1462 1952 2442 2931 3421
<br />9'8" (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980 (15 2322 (16)
<br />395 589 1135 1514 1893 2272 2652
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIO~S FOR
<br />GR40 FIELD ADDED REBAR, SEE NOTE NO.4
<br />
<br />908
<br />
<br />743
<br />
<br />554
<br />
<br />475
<br />
<br />362
<br />
<br />337
<br />
<br />296
<br />
<br />279
<br />
<br />N.R.
<br />
<br />N.R,
<br />
<br />N.R,
<br />
<br />NR.
<br />
<br />N,R,
<br />
<br />N.R,
<br />
<br />8F12-H 8Fl6-H
<br />8F12.2T 8F16-2T
<br />:11 B 4460
<br />:11 B 4460
<br />?.'i?4 3547
<br />2.''>24 3547
<br />2192 3079
<br />2192 ::l079
<br />1940 2724
<br />lQ40 2724
<br />1632 2290
<br />1632 2290
<br />1492 2093
<br />1492 2093
<br />1340 1880
<br />1340 1880
<br />1021 1634 (12)
<br />1166 1634
<br />680 1133 (15
<br />851 1326
<br />552 914 (15
<br />686 1183
<br />485 798 (15
<br />599 1028
<br />441 723 (14
<br />543 928
<br />373 606 (14
<br />455 770
<br />346 559 (14
<br />420 709
<br />323 519 (13
<br />390 655
<br />302 485 (13
<br />364 609
<br />255 404 (12
<br />303 500
<br />222 347 (11
<br />261 424
<br />198 306 (11
<br />230 369
<br />192 295 (10
<br />221 354
<br />175 267 (10
<br />200 316
<br />
<br />8RF14-0B
<br />8RF14-1B
<br />3280
<br />5206
<br />2992
<br />5206
<br />1716
<br />4567
<br />1600
<br />4242
<br />3120
<br />3120
<br />2459
<br />2459
<br />1568
<br />1568
<br />
<br />8RF18-0B
<br />8RF18-1B
<br />4349
<br />6639
<br />3968
<br />6639
<br />2277
<br />6389
<br />2124
<br />6639 (10)
<br />5048
<br />5048
<br />3776
<br />3776
<br />2253
<br />2253
<br />
<br />8" PRECAST WI 2" RECESS DOOR ULlNTELS
<br />
<br />8RF22-0B
<br />8RF22-1B
<br />5421
<br />8060
<br />4946
<br />8060
<br />2839
<br />8060 (34)
<br />2649
<br />8060 (39
<br />7747
<br />7915
<br />5743
<br />5743
<br />3129
<br />3129
<br />
<br />LATERAL
<br />
<br />8U8 8F8 RE"F,
<br />CMU
<br />1293 1642 2135
<br />
<br />1025 1024 1830
<br />
<br />765 763 1365
<br />
<br />592 591 1057
<br />
<br />411 411 734
<br />
<br />340 339 607
<br />
<br />507 721 483
<br />
<br />8RF3G-OB
<br />8RF3G-1B
<br />7567
<br />10893
<br />6904
<br />10893
<br />3966
<br />9311 (19)
<br />3700
<br />8706 (19)
<br />7360
<br />10893(32
<br />5623
<br />10893 (48)
<br />3146
<br />5891(47)
<br />
<br />8RU6 8RF6 REINF,
<br />CMU'
<br />758 757 1365
<br />
<br />694 693 1249
<br />
<br />408 407 734
<br />
<br />382 381 687
<br />
<br />595 788 510
<br />
<br />509 674 393
<br />
<br />370 490 227
<br />
<br />jTYP. TIE BEAM W/3000 P.S.I.
<br />CONC. W/l #5 REBAR CONT.
<br />r USP SPT4 W/(6) - 10d X 11/2
<br />
<br />;1" '~I' ,
<br />,. ,-. "" . I , . "" . I
<br />.;:: ::; ;;: ::::; ~ :; ;;: ::.- ~~
<br />,. ,. "" . 1 , . "" .
<br />.. .." .... .., .
<br />
<br />h ..
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />1
<br />
<br />I
<br />
<br />'.
<br />" ,
<br />.
<br />
<br />TYP. FILLED CELL W/3000
<br />P.S.1. CONC.
<br />W/l #5 REBAR VERT.
<br />
<br />h..
<br />
<br />1
<br />
<br />1
<br />
<br />'. .
<br />',.. ".
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />h, :,
<br />
<br />I
<br />
<br />I
<br />
<br />'.
<br />'..
<br />
<br />I: '
<br />r~' .
<br />
<br />8" C.M.U.
<br />
<br />1
<br />
<br />1
<br />
<br />" .
<br />',.. '.
<br />
<br />2" X 4" P.T. W/
<br />(3) 1/2" X 8" "J" BOLTS OR
<br />(3) 1/2" X 6" EXPA~SION ANCHORS OR
<br />(6) 3" X 1/4" TAPCONS
<br />(8) 2 7/8" HILTI TIX-DNI NAILS
<br />
<br />I.:
<br />t-~ to :
<br />
<br />1
<br />
<br />1
<br />
<br />'.
<br />.,.. :
<br />
<br />I.:
<br />r:,
<br />
<br />, ,'." ...." ' ....., , . ..,
<br />.. ' ~' .., " ~ ~ .., , ..... .., '_ rk:;
<br />'.... . . ':'" , "., . ".,
<br />
<br />. . . . :~
<br />' ." . "" . "" , .....' .
<br />, ~" .., " ~" .., , ...' ... ' 4' .., ,
<br />, . .,..... . .,.... ' .,.., . .."'"
<br />
<br />_ FRAME (EXT./BRG./SHEAR) WALL
<br />( 3'\ TO MASONRY CONNECTION DETAIL
<br />\8J
<br />
<br />SCALE: N.T.S.
<br />
<br />LINTEL BEAM:
<br />1 COURSE LINTEL
<br />BLOCK W/ 1 # 5
<br />BAR & 3000 PSI
<br />GROUT, MIN. 25"
<br />LAP (ACI 530)
<br />
<br />.' ;JIII) 1ft
<br />
<br />'.
<br />.of": NON-SHEARWALL SEGMENT
<br />
<br />.J
<br />
<br />.... \o.~
<br />
<br />, ~ ~.. ,
<br />
<br />:,
<br />
<br />.1111111111111111111.1
<br />
<br />: ~ "
<br />
<br />TYPICAL SHEARWALL SEGMENT
<br />ALL SHEARWALL SEGMENTS
<br />CONSIST OF A FILLED
<br />CELL EACH END WITHOUT
<br />AN OPENING BETWEEN.
<br />
<br />CONe. SLAB
<br />OVER 6 MIL V.B. OVER CLEAN
<br />COMPACT, TERMITE TREATED
<br />EARTH FILL REI~FORCED WITH
<br />6x6 Wl.4XW1.~ WWF\
<br />
<br />FI LLED CELL:
<br />FILL BLK. CELLS WITH 3000 P.S,I.
<br />rGROUT Or\E #5 @ LOCATIO~S SHOWN
<br />ON THE FOUNDATION PLAN
<br />AND FLOOR PLAN.
<br />MIN. LAP 25" (ACI 530)
<br />
<br />TOP_OF SU\_B --$
<br />
<br />
<br />r-.OTE:
<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BETWEEN
<br />THEM.
<br />
<br />:.
<br />
<br />:~. ~,.
<br />
<br />...--
<br />
<br />....;.'"-, '
<br />, .." 'f ~ ,.
<br />.... '
<br />'.':.~. .
<br />
<br />t ,'f X.
<br />
<br />-
<br />
<br />{2 \ TYP. SHEARWALL SECTION
<br />'8J
<br />
<br />SCALE: N.T,S,
<br />
<br />PFZECAST "u" WnEL W/l.#5 CONT. IN
<br />3000 PSI CONC. @ OPNGS. 6'0" B.. OVER.
<br />PRECAST "U" liNTEL ALL OPENiNGS
<br />UNDEFZ 6'.0".
<br />
<br />HUF~RiCi\>~E
<br />ANCHORS\
<br />(TYP.) \il ~
<br />
<br />. 'J": 'd1,r'::"';'" .:.,;'~ .~"I II "~
<br />F.''7'::- ~.' .':'. .-:' .-:':: ,-:?t .-:'::, .
<br />I . ~,. ... ~', ~., ~ "I ~ ..
<br />
<br />SPLICES 25" MIN,
<br />10"
<br />l;\P (ACi 530 )
<br />n ~HOOK~
<br />II 1 '1
<br />.' . . ',. :;:1. .0. " . . '..J '
<br />~~.~ :;:::] ~:;;, ~'~:l::' ~;.~:
<br />
<br />1 k,
<br />
<br />,
<br />
<br />I
<br />
<br />l .. ".1, .... . .... ,..,. . ....,' .
<br />~.. " J." ,!,.. " .1," :" ., J,~ :.~ " J,~ ."" "I J,' ~~ "J, .
<br />, --------~-~..~- ~
<br />
<br />~5
<br />
<br />!/', ~...
<br />
<br />1
<br />
<br />Ib, ).,
<br />
<br />: ~ 1Io
<br />
<br />I
<br />
<br />I
<br />
<br />1
<br />
<br />h, '.
<br />
<br />. ", .1 . ,',.".' ,I
<br />..... ,. "I
<br />, . ," .~ : I
<br />
<br />I
<br />
<br />h,;, REBAR BOTH SIDES FO~
<br />
<br />,
<br />
<br />.': ':. OPENINGS 6'-0" OR MOR~, .,
<br />
<br />~., '.
<br />
<br />1
<br />
<br />1
<br />
<br />lI... ' ft, ~
<br />'.,
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<br />LINTEL PLAN NOTES:
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<br />1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY.
<br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE
<br />ASSUMED TO BE 16" MINIMUM DEPTH.
<br />3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE
<br />LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH
<br />THE ELEVATION DRAWINGS
<br />4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER
<br />LINTEL HEIGHT.
<br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED
<br />FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED
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<br />INDICATES FILLED
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<br />SHEET NO.
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<br />5-2
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 11/ 2005
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