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<br />r GROUT 1 U = UNFILLED
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<br />\ BOTTOM FEI\FORCI\
<br />7-5/8"ACTUAL .- PROVIDED 1\ LINTEL
<br />8' NOMINAL W!DT (VARIES)
<br />
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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 wi
<br />maximum 3/8" aggregate and 8" to 11" slump.
<br />4. Concrete masonry units (CMU) per ASTM C90 wi
<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 lin\els as required,
<br />3. Installation of lintel must comply with the architectural and/or structural drawings_
<br />4, U-LIn\els 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 deflection, except lintels 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" diaMeter wire stirrups are welded to the bottom steel for mechanical ancrorage.
<br />8. Cast.,n-place concrete may be provided in composite lin\el in lieu of concrete
<br />masonry units,
<br />9. Safe load ratings based on rational des'gn analysis 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 surface of lintels instal:ed in exter,or 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 veritcal (gravity and uplift) and horizontal (late~ll)
<br />:oads sroJd be checked for combine loading with the following equation:
<br />Applied vertical load Applied 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 m,nimum 4" bearing. Exception: Safe loads for unfilled
<br />lintels must be reduced by 20% if bearing lergth is less than 6-1/2",
<br />Safe loads for all recessed lintels based on 8" nominal bearing.
<br />2. N,R. = Not Ra',ed.
<br />3, Safe ioads are \otal superimposed allowable load on the section spec,f,ed,
<br />
<br />4. Safe loads based on grade 40 or grade 60 fie'd rebar.
<br />
<br />5, Additional lateral load capacity can be obtained by the designer by providing
<br />addional reinforced masonry above the precast IIrtel.
<br />6. One #7 rebar may be substituted for two #5 rebars in 8" lintels on'y.
<br />7. The des'grer may evaluate concentrated loads from the safe load tables by
<br />caiculating the maXl'1lum resisting moment and shear at d-away from the face of support.
<br />8, For compOSite lin',el heights not shown, use safe load from next 'ower helg'nt.
<br />
<br />9. For lintel lengths not shown, use safe load from the rext longest length shown,
<br />10, All sa'e loads in units of pounds per IIrear foot
<br />11, All safe loads based on Simply support span,
<br />12, The number In ',he parenthesis indicates the percent reduction for grade 40
<br />field added rebar.
<br />Example: 7'-6" lintel Type 8f32.1B safe gravity load = 6472 (15)
<br />
<br />w/15% reducton = > 6472 (,85) = 5501 plf
<br />
<br />SAFE LOAD TABLES
<br />
<br />~~~
<br />
<br />_____ TYPE
<br />LENGTH ____
<br />2'-10" (34") PRECAST
<br />
<br />3'-6" (42") PRECAST
<br />4'-0" (48") PRECAST
<br />4'-6" (54") PRECAST
<br />
<br />5'-4" (64") PRECAST
<br />
<br />5'.10" (70") PRECAST
<br />6'-6" (78") PRECAST
<br />
<br />7'-6' (90") PRECAST
<br />9'-4" (112")PRECAST
<br />
<br />10'-6" (126") PRECAST
<br />11'-4' (136") PRECAST
<br />12'-0" (144") PRECAST
<br />13'-4" (160") PRECAST
<br />14'-0' (168") PRECAST
<br />14'-8" (176") PRESTRESSED
<br />15'-4" (184") PRESTRESSED
<br />17'4" (208") PRESTRESSED
<br />
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />
<br />8" PRECAST & PRESTRESSED U-LlNTELS
<br />
<br />8U8 8F8-0B
<br />8F8-1B
<br />2231 "Of)Cl
<br />"Of)Cl
<br />2231 "Of)Cl
<br />"Of)Cl
<br />1966 2561
<br />2693
<br />1599 1969
<br />2189
<br />1217 1349
<br />1663
<br />1062 1105
<br />1451
<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
<br />N~
<br />458
<br />NR
<br />412
<br />NR
<br />300
<br />NR
<br />235
<br />NR
<br />180
<br />NR
<br />165
<br />NR
<br />129
<br />
<br />8F12-0B
<br />8F12.1B
<br />4605
<br />4605
<br />3719
<br />4605
<br />2751
<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 />NR
<br />340
<br />NR
<br />315
<br />NR
<br />250
<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 />"I,R,
<br />
<br />21'-4" (256") PRESTRESSED
<br />
<br />19'-4" (232") PRESTRESSED N,R,
<br />
<br />N,R.
<br />
<br />22'-0" (264") PRESTRESSED
<br />
<br />24'-0" (288") PRESTRESSED
<br />
<br />~~~
<br />L~
<br />
<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 />6'-6" (78") PRECAST
<br />
<br />7 '-6" (90") PRECAST
<br />9'-4" (112") PRECAST
<br />
<br />10'-6' (126") PRECAST
<br />
<br />11'-4" (136") PRECAST
<br />12'-0" (144") PRECAST
<br />13'-4" (160") PRECAST
<br />
<br />14'-0" (168") PRECAST
<br />
<br />14'-8" (176") PRESTRESSED
<br />
<br />15'-4' (184") PRESTRESSED
<br />
<br />17'4" (208") PRESTRESSED
<br />
<br />19'-4" (232") PRESTRESSED
<br />
<br />21'-4" (256") PRESTRESSED
<br />
<br />22'.0" (264") PRESTRESSED
<br />
<br />24'.0" (288") PRESTRESSED
<br />
<br />h>~ h>.
<br />"\)' "\)~
<br />L~ 8RU6
<br />4'-4" (52") PRECAST 1635
<br />4'-6" (54") PRECAST 1494
<br />5'-8" (68") PRECAST 866
<br />5'.10" (70") PRECAST 810
<br />6'-8' (80") PRECAST 797
<br />7'-6" (90") PRECAST 669
<br />9'-8" (116")PRECAST 411
<br />
<br />8F8-lT
<br />8F8-2T
<br />
<br />1972
<br />1972
<br />1'if\Q
<br />156Cl
<br />1363
<br />1363
<br />1207
<br />1207
<br />1016
<br />1016
<br />909
<br />929
<br />835 (12
<br />835
<br />727 (23
<br />727
<br />591
<br />591
<br />530
<br />530
<br />474
<br />494
<br />470 (9)
<br />470
<br />418 (15
<br />428
<br />384(15
<br />410
<br />239
<br />246
<br />224
<br />230
<br />187
<br />192
<br />162
<br />166
<br />142
<br />142
<br />137
<br />137
<br />124
<br />124
<br />
<br />N,R.
<br />
<br />N,R.
<br />
<br />GRAVITY
<br />
<br />8F16-0B 8F20-0B
<br />8F16-1B 8F20-1B
<br />6113 7547
<br />6113 7547
<br />5163 6607
<br />6113 7547
<br />3820 4890
<br />6113 7547
<br />2931 3753
<br />6113 7547(7)
<br />1999 2560
<br />5365 7547(36)
<br />1631 2090
<br />4360 7168 (45)
<br />3480 3031
<br />3480 5381
<br />2632 ??O'i
<br />?R1;1 ::\RQR
<br />1 R?'i ?'if\4
<br />1 ,Q,4,< ?'i1;4
<br />1 ?4 7 ?OQ_,<
<br />1 'iqq ?OQ.q
<br />,'>"'''' R.Il'"
<br />"''''R 1 ,Q,4f\
<br />'?<;.1 1 RR.1
<br />'?<;.1 1 "'''A
<br />,n7<; 14?R
<br />1n7<; 14?R
<br />1 no? 1_,?R
<br />1 no? ,'>"'"
<br />NR NR
<br />''>71'\ ,Q()"
<br />NR "R
<br />1 ?'i0 '7':\'>
<br />NR "R
<br />Q'iO '':\?R
<br />NR N~
<br />750 1037
<br />NR NR
<br />'iQR RLl<;
<br />NR NR
<br />550 7fl4
<br />NR NR
<br />4S0 RS4
<br />
<br />8" PRECAST & PRESTRESSED U-LlNTELS
<br />
<br />8F12-lT 8F16-lT
<br />8F1<'.2T 8t-16-2T
<br />::\17q 44RO
<br />3173 4460
<br />?'i?4 ,':\_'i47
<br />2S?4 3547
<br />2192 307Cl
<br />?19? 3079
<br />lCl40 2724
<br />1940 2724
<br />16"? 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 />UPLIFT
<br />
<br />8F20-lT
<br />8F20-2T
<br />'i747
<br />5747
<br />4_'iI;Cl
<br />4569
<br />396f)
<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 />8F24-lT
<br />8F24-2T
<br />
<br />70"4
<br />7034
<br />.'iSCl1
<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 />8F24-0B
<br />8F24-1B
<br />8974
<br />8974
<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 />~838
<br />1697
<br />1697
<br />NR
<br />2245
<br />NR
<br />2058
<br />NR
<br />1609
<br />"IR
<br />1282
<br />NR
<br />1114
<br />NR
<br />1047
<br />"R
<br />884
<br />
<br />8F28-lT
<br />8F28-2T
<br />
<br />R':\?1
<br />8321
<br />F)f)1"
<br />6613
<br />5740
<br />5740
<br />5077
<br />5077
<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 (1<'
<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 />8F280B
<br />8F28-1B
<br />10394
<br />10394
<br />9502
<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 />NR
<br />2320
<br />NR
<br />1849
<br />NR
<br />1515
<br />"R
<br />1359
<br />NR
<br />1285
<br />NR
<br />1092
<br />
<br />8F32-0B
<br />8F32.1B
<br />11809
<br />11809
<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 />17:6
<br />NR
<br />1468
<br />NR
<br />1399
<br />NR
<br />1222
<br />
<br />LATERAL
<br />
<br />8F32.lT
<br />8F32,2T
<br />Clf\O,q
<br />9608
<br />7616
<br />7636
<br />6627
<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 (15 284 401 178
<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
<br />1954
<br />1129
<br />1874
<br />1052
<br />1801
<br />872
<br />1470
<br />746
<br />1225
<br />654
<br />1046
<br />629
<br />997
<br />566
<br />875
<br />
<br />8" PRECAST W/ 2" RECESS DOOR U-LlNTELS
<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 />GRAVITY
<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 />8RFl8-1B
<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 W/ 2" RECESS DOOR U-LlNTELS
<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 />(14) 205
<br />(7)
<br />(14
<br />(11 N.R.
<br />(13) NR,
<br />(14)
<br />(12) N.R,
<br />(14)
<br />(12
<br />(14 N.R,
<br />(11
<br />(13 N.R.
<br />(11)
<br />(13 N.R.
<br />(10)
<br />(13 N.R. 91
<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-lT ,Q,RF10-1 ,Q,RF14-1T 8RFl8-lT 8RF22-lT 8RF26-lT 8RF3Q-lT
<br />LENGTH _____ 8RF6-2T ,Q,RF1 n- 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T
<br />4'-4" (52") PRECAST 905 17.1,Q, 2635 doa 4409 5296 6183
<br />905 174,Q, 2635 3522 4409 5296 6183
<br />4'-6" (54") PRECAST 867 1 R7" 2525 dd (4 4224 5074 5924
<br />867 11;7" 2525 3374 4224 5074 5924
<br />5'-8" (68") PRECAST 675 1':\01 1960 2618 3277 3935 4594
<br />675 1q01 1960 2618 3277 3935 4594
<br />5'-10" (70") PRECAST 655 1 ?f\? 1900 2538 3176 3815 4453
<br />655 1 ?R? 1900 2538 3176 3815 4453
<br />6'-8" (80") PRECAST 570 101? 1601 2204 2758 3312 3865
<br />570 1 nQ7 1651 2204 2758 3312 3865
<br />7'-6" (90") PRECAST 506 7Q7 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 1980115 2322 (16
<br />395 589 1135 1514 1893 2272 2652
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
<br />GR40 FIELD ADDED REBAR, SEE NOTE NO.4
<br />
<br />LATERAL
<br />
<br />8U8 8F8 REINF,
<br />eMU
<br />
<br />1293 642 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 />293 98
<br />
<br />284 89
<br />
<br />259 82
<br />
<br />194 63
<br />
<br />148 51
<br />
<br />125 42
<br />
<br />116 39
<br />
<br />33
<br />
<br />8RF30-0B
<br />8RF3Q-IB
<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 Rl~NJ~
<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 />=' ,=:;l::; '=,-'~ '';:1:; '=,-':- .~;
<br />
<br />.., .. I ..... . I .. 0 ..... 0
<br />~ .., .... .., .
<br />
<br />
<br />~:: ;.
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />I
<br />
<br />I
<br />
<br />'.
<br />'.,
<br />
<br />TYP. FILLED CELL W/3000
<br />P.S.I. CONC.
<br />W/l #5 REBAR VERT,
<br />
<br />h, :
<br />
<br />I
<br />
<br />I
<br />
<br />" .
<br />'.,
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />~.;. ;,
<br />
<br />I
<br />
<br />I
<br />
<br />" ,
<br />0... .. ~
<br />
<br />I: .
<br />
<br />8" C.M.U.
<br />
<br />f:' .,
<br />
<br />I
<br />
<br />I
<br />
<br />" .
<br />'". "
<br />
<br />2" X 4" P.T. WI
<br />(3) 1/2" X 8" "J" BOLTS OR
<br />(3) 1/2" X 6" EXPANSION ANCHORS OR
<br />(6) 3" X 1/4" TAPCONS
<br />(8) 2 7/8" HIL TI TIX-DNI NAILS
<br />
<br />I.:
<br />t-~. :
<br />
<br />I
<br />
<br />I
<br />
<br />"
<br />..... :
<br />
<br />I.:
<br />fn
<br />
<br />.. 0......... ......... I..... .. 0 ."
<br />:.' ".' .':.' .to' I';.' "0' ..; .'t. ~
<br />, .' '. '
<br />
<br />. , , . .-~
<br />. ..... I ...... . ...... . ..... .
<br />.. ..' ... ' .il" ... ,. ...' ... ' .... .... ..
<br />,. . . ...... . .. '...... . .. ':... . .. ': ...
<br />
<br />,
<br />,
<br />
<br />3
<br />S-2
<br />
<br />FRAME (EXT./BRG./SHEAR) WALL
<br />\ TO MASONRY CONNECTION DETAIL
<br />
<br />I SCALE: N.T,S.
<br />
<br />-
<br />
<br />LINTEL BEAM: .~-'
<br />1 COURSE LINTEL
<br />BLOCKW/l#5 .
<br />BAR & 3000 PSI :
<br />GROUT, MIN. 25"
<br />LAP (ACI 530)
<br />
<br />JJJIl
<br />
<br />lIm
<br />
<br />NON-SHEARWALL SEGMENT
<br />
<br />I. I I
<br />
<br />11111111111.1
<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 />CONC. SLAB
<br />OVER 6 MIL V.B. OVER CLEAN
<br />COMPACT. TERMITE TREATED
<br />EARTH FILL REINFORCED WITH
<br />6x6 Wl.4XW1.;4 WWF \
<br />
<br />FI LLED CELL:
<br />FILL BLK. CELLS WITH 3000 P.S.I.
<br />jGROUT Oi\E #5 @ LOCATIOi'.S SHOWN
<br />ON THE FOUNDATION PLAN
<br />AND FLOOR PLAN.
<br />MIN. LAP 25" (ACI 530)
<br />
<br />TOP_OF SLA_B -$
<br />
<br />
<br />r-..OTE:
<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BETWEEN
<br />THE\11.
<br />
<br />l-__
<br />
<br />....:.~, .
<br />" .... .. J ..
<br />',.. .
<br />",-..:,..tI:::#:"....."
<br />__,' Ilo.
<br />
<br />-
<br />
<br />{2 \ TYP. SHEARWALL SECTION
<br />~
<br />
<br />SCALE: N.T.S.
<br />
<br />I 5
<br />, S-2
<br />
<br />-
<br />
<br />PRECAST "U" LINTEL WI 1-#5 CONT. IN
<br />3000 PSI COr\C. @ OPNGS. 6'-0" & OVER.
<br />PRECAST "U" LINTEL ALL OPENINGS
<br />UNDER 6'-0".
<br />
<br />HURRICANE
<br />ANCHORS\
<br />(TYP.) ~
<br />r.:',~ ..:t:1.r.~~.t:~:~ :~:, .~.;: ,...
<br />
<br />
<br />~ .....I...............~..
<br />
<br />"... ., .. ".' .... .. ~.' ,e.. . ",' ,... . ~.' .... . ..: ..... ' ..,
<br />- .. ~ - -..-. - ......-- .. ~ -
<br />
<br />SPLICES 25" MIN.
<br />10"
<br />LAP (ACI 530 )
<br />n IIHOOKII
<br />II 1 '
<br />.' :'" .' .:,' .' II .' :..:~t. ~
<br />- - - -'!"~ - fi! '
<br />
<br />'Cr": ,''; C:', ~ I 1 ~ ~
<br />I I
<br />
<br />#5 REINF. ~
<br />BAR ~
<br />-<;>
<br />~"
<br />~
<br />rHH;~~x~~l
<br />
<br />#5 STD. 900 HOOK
<br />
<br />SCALE:l"=l'-O"
<br />
<br />20" MIN. LAP
<br />l' l'
<br />
<br />L #3 OR #4 REINF~RCING BAR
<br />#3 & #4 LAP SPLICE
<br />
<br />25" MIN. LAP
<br />
<br />,m AJL~~ ;~i~~~R~~'~YB~'
<br />
<br />#5 LAP SPLICE
<br />
<br />36" MIN. LAP
<br />l' l'
<br />, ..r. uj'~~ni~sA.i~S :.i.~ ,'n.A....i....A~i.....-.i..,:..- '
<br />#6 REINFORCING BAR
<br />#6 LAP SPLICE
<br />
<br />,REBAR SPLICE DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />STD. 90 HOOK
<br />
<br />~
<br />
<br />I
<br />
<br />I
<br />
<br />h.:. REBAR BOTH SIDES FOr ., ..
<br />:: ':. OPENINGS 6'-0" OR MOR~, :.
<br />h,:.
<br />
<br />I
<br />
<br />h.
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<br />TYP. MONO. FTG.
<br />
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<br />FOR LOCATIONS
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<br />1
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<br />\ BLOCK WALL/REINFORCEMENT
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<br />SCALE: N.T.S.
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<br />TYP. BOND BEAM
<br />8" X 8" X 16" K.O.
<br />LINTEL BLOCK
<br />FILL W/3000 P.S.I.
<br />CONC. W/l #5 DIA.
<br />REBAR MIN. LAP 25"
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<br />STD. 90 DEGREE
<br />ANGLE 3000 P.S.I.
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<br />REBAR MIN. LAP 25"
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<br />INDICATES FILLED
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<br />LINTEL PLAN NOTES:
<br />
<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 Mlr-..IMUM DEPTH REQUIRED
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<br />SHEET NO.
<br />
<br />5-2
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 01, 2005
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