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<br />TYPE DESIGNATION
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<br />F = FILLED WITH
<br />r GROUT / U = UNFILLED
<br />R = RECESSED
<br />rANTITY OF #5 REBA AT
<br />TTOM OF LINTEL CA ITY l-
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<br />MIN, (1) REQ'D
<br />
<br />'<I. ',~ r . " ~~'1/2" CLEAR
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<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 />
<br />6'-6" (78") PRECAST
<br />
<br />1'-6" (90") PRECAST
<br />9'-4" (112")PRECAST
<br />10'-6" (126") PRECAST
<br />
<br />11'-4" (136") PRECAST
<br />
<br />12'-0' (144") PRECAST
<br />
<br />13'-4" (160") PRECAST
<br />
<br />14-0' (168") PRECAST
<br />14'-8" (176") PRESTRESSED
<br />
<br />15'4" (184") PRESTRESSED
<br />11'-4" (208") PRESTRESSED
<br />
<br />19'-4" (232") PRESTRESSED
<br />
<br />21'4" (256") PRESTRESSED
<br />22'-0" (264") PRESTRESSED
<br />
<br />24'-0" (288") PRESTRESSED
<br />
<br />h)_ h)_
<br />'V 'V~
<br />L~
<br />2'.10" (34") PRECAST
<br />3'-6' (42") PRECAST
<br />4'-0" (48") PRECAST
<br />
<br />4'-6" (54") PRECAST
<br />
<br />5'-4" (64") PRECAST
<br />
<br />5'.10" (70") PRECAST
<br />
<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 />
<br />12'-0" (144") PRECAST
<br />-"5 REBAR AT BOT~O~
<br />OF LINTEL CAVITY
<br />\ 13'4" (160") PRECAST
<br />BOTTOM REINFORCIt\
<br />7.5/8"ACTUAL :,- PROVIDED IN L1\1TEL 14'-0" (168") PRECAST
<br />8' NOMINAL WIDT (VARIES)
<br />
<br />o
<br />
<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" aggref!ate 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 fil'ed lintels as required,
<br />3. Installation of lintel must comply with the architectural and/or 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. Alllinte:s meet or exceed L/360 vertical deflection, except lintels 11'-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 />
<br />7, 7/32" diaMeter wire stirrups are welded to the bottom steel for mechan'cal anchorage.
<br />8, Cast-In-place conc~ete may be provided in composte lintel in lieu of concrete
<br />masonry units.
<br />9. Safe load 'atings based on rational design analysis per ACI 318 and ACI 530
<br />10. Product Approvals: Miami Dade County, Florida Nos.03-0605,05 and 03-0605.04.
<br />11. The exterior surface of lintels installed in exterior concrete masonry walls sha'l have
<br />a coating of stucco a;lplied in accordance with ASTM C.926 or other app'oved
<br />coating,
<br />12. Lintels loaded Simultaneously with ventcal (gravity and uplift) and horizontal (Ia\e'al)
<br />loads shoud 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. Ail values based on minimum 4" bearing, Exception: Safe loads for unfilled
<br />lintels must be reduced by 20% If bearing length is less than 6-1/2",
<br />Safe loads for all recessed lintels based on 8" nominal bearing.
<br />2. N.R. = Not Rated.
<br />3. Safe loads are total superimposed al10wabie load on the section specified.
<br />
<br />4, Safe loads based on grade 40 or grade 60 field rebar,
<br />5. Additional 'ateral load capacity can be obtained by the designer by providing
<br />addional rein.forced masonry above the precast lintel.
<br />6, O'1e #7 rebar may be substituted for two #5 rebars In 8" linteis only,
<br />7, The designer r1"ay evaluate cO'1cen',rated loads from the safe load tabies by
<br />Calculating the maximum resisting moment and shear at d-away from the face of support,
<br />8. For compOSite lintel heights not shown, use sa'e load from next lower height.
<br />
<br />9, For lintel lengths ,.,ot shown, use safe load frOM the next longest length show'1,
<br />10, Ail 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 the percent reduction for grade 40
<br />field added rebar.
<br />Example: 1'-6" lintel Type 8f32.1B safe gravity load = 6472 (15)
<br />
<br />w/15% reduction = > 6472 (.85) = 5501 plf
<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 />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />
<br />8F8-1 T
<br />8F8-2T
<br />1q7?
<br />1q7?
<br />1.">6q
<br />1569
<br />1'lR::l
<br />1 'lR.'l
<br />1207
<br />1?07
<br />1016
<br />1016
<br />90Q
<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 />418 115
<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 />~~~
<br />LE~ 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 />1'-6" (90") PRECAST 669
<br />9'-8" (116")PRECAST 411
<br />
<br />8' PRECAST & PRESTRESSED U-L1NTELS
<br />
<br />8U8 8F8-0B
<br />8F8-1S
<br />2231 'lORq
<br />'lORQ
<br />2231 'lORQ
<br />306q
<br />1966 ?"iR1
<br />?6q3
<br />1599 1 q6q
<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 />NR
<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 />4RO">
<br />460!'i
<br />::l71q
<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 />N"
<br />783
<br />N"
<br />710
<br />\lR
<br />548
<br />\lR
<br />420
<br />NR
<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 />?P.R1
<br />1P.?o;
<br />1R4':l
<br />1?47
<br />1o;_':l_':l
<br />1':\RR
<br />, ~"''''
<br />, ..,,'^
<br />, 'J",^
<br />1n7~
<br />1/'>7'"
<br />'1'1'0')
<br />'1'1'0')
<br />"0
<br />'':\71'
<br />NR
<br />1 ?o;O
<br />"0
<br />Qo;O
<br />"0
<br />70;0
<br />"0
<br />">ClR
<br />"0
<br />.">"iO
<br />,,~
<br />4"i0
<br />
<br />UPLIFT
<br />
<br />8F2D-1T
<br />I ~1-~U-21
<br />';;747
<br />!'i747
<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 l12
<br />732
<br />446 (11
<br />616
<br />393 (11
<br />531
<br />378 III
<br />508
<br />341 (10
<br />450
<br />
<br />7547
<br />7547
<br />6607
<br />7547
<br />4890
<br />7!'i47
<br />3753
<br />7547(7)
<br />2560
<br />7547 (36)
<br />2090
<br />7168 (45)
<br />3031
<br />5381
<br />??Oo;
<br />':lRClR
<br />?"iF;4
<br />?o;F;4
<br />?OQ':l
<br />')()Q,.
<br />1RLR
<br />1l<AF;
<br />1RRJ.
<br />"'''A
<br />1J.?R
<br />H'J"
<br />'':\'J''
<br />, ':\?"
<br />NR
<br />'0(')0')
<br />\10
<br />n':\':\
<br />\I~
<br />1 ':\?R
<br />\I~
<br />11'':\7
<br />\I~
<br />RJ.~
<br />~~
<br />7RJ.
<br />~~
<br />R.~J.
<br />
<br />8" PRECAST & PRESTRESSED U-L1NTELS
<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 />8F24-1T
<br />~1-~4-~ I
<br />70::14
<br />70::14
<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 />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 />1838
<br />1697
<br />1697
<br />NR
<br />2245
<br />NR
<br />2058
<br />NR
<br />1609
<br />NR
<br />1282
<br />NR
<br />1114
<br />NR
<br />1047
<br />NR
<br />884
<br />
<br />8F28-0B
<br />8F28-1B
<br />103q4
<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 />N"
<br />1515
<br />NR
<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 />1716
<br />NR
<br />1468
<br />NR
<br />1399
<br />NR
<br />1222
<br />
<br />LATERAL
<br />
<br />8F28-1T
<br />~1-L13-:..' I
<br />R'l?1
<br />R'l?1
<br />6613
<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 ll~
<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 />~I-,j:..'-~I
<br />9608
<br />9608
<br />7636
<br />7636
<br />6627
<br />6627
<br />5861
<br />o;RR1
<br />4924
<br />4924
<br />4498
<br />4498
<br />4038
<br />4038
<br />3508 (9) 424 534 357
<br />3508
<br />2494 115 326 512 227
<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 WI 2" RECESS DOOR U-L1NTELS
<br />
<br />(14) 205
<br />(7)
<br />(14 N R
<br />(11) . , ,
<br />(13) N.R,
<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 />8~F26-1B
<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 />8" PRECAST W/ 2" RECESS DOOR U-L1NTELS
<br />
<br />~- ~~ UPLIFT
<br />
<br />_______ TYPE 8RF6-H 18RF10-1 RRF14-1T 8RFl8-H 8RF22.H 8RF26-1T 8RF30-H
<br />LENGTH _____ 8RF6-2T IRRF1 . 4-n 8RFl8-2T 8RF22.2T 8RF26-2T 8RF30-2T
<br />4'-4" (52") PRECAST 905 1748 2635 ;:)0:..':..' 4409 5296 6183
<br />905 174R 2635 3522 4409 5296 6183
<br />4'-6' (54") PRECAST 867 1 R7!'i 2525 ;:)..:H4 4224 5074 5924
<br />867 1 R7!'i 2525 3374 4224 5074 5924
<br />5'-8" (68") PRECAST 675 1 ':ln1 1960 ~1j1~ 3277 3935 4594
<br />675 1':l01 1960 2618 3277 3935 4594
<br />5'.10" (70") PRECAST 655 1 ?R? 1900 2:>38 3176 3815 4453
<br />655 1 ?P.? 1900 2538 3176 3815 4453
<br />6'-8' (80") PRECAST 570 101? 16:>1 aU4 2758 3312 3865
<br />570 10Q7 1651 2204 2758 3312 3865
<br />1'-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 1980 15 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 />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 />NR.
<br />
<br />N.R.
<br />
<br />N.R.
<br />
<br />N.R.
<br />
<br />N.R.
<br />
<br />8F12.H 8Fl6-H
<br />81-12.2 I 81-10-21
<br />::l17::l 4460
<br />::l1 7::l 441';0
<br />25?4 ::1547
<br />2524 3547
<br />2192 307Q
<br />2192 ::1079
<br />1940 2724
<br />1940 2724
<br />1632 2290
<br />1632 2290
<br />1492 20Q3
<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 />373 606 114
<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 />8RFl4-1B
<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 />66391101
<br />5048
<br />5048
<br />3776
<br />3776
<br />2253
<br />2253
<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 REINF,
<br />CMU
<br />
<br />293 642 2135
<br />
<br />1025 1024 1830
<br />
<br />765 763 1365
<br />
<br />592 591 1057
<br />
<br />411
<br />
<br />411
<br />
<br />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 />8RF30-1B
<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 R~~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 />, .~ I '" , .~ '" , ~I '" . .", ~ ,
<br />.:; ~ ~ ~ ~ ~ .;: ::' ~,
<br />
<br />,. "" ....... , I ~ . '" .
<br />- .... .." -.. .
<br />
<br />
<br />h:
<br />
<br />STANDARD HOOKS W/25"
<br />MIN, SPLICE
<br />
<br />I
<br />
<br />I
<br />
<br />"
<br />" lo. :
<br />
<br />TYP. FILLED CELL W/3000
<br />P,S.I. CONC,
<br />W/l #5 REBAR VERT.
<br />
<br />h, :,
<br />
<br />1
<br />
<br />I
<br />
<br />" ,
<br />"II. ...
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />V:
<br />
<br />I
<br />
<br />I
<br />
<br />" ,
<br />',.. , ~
<br />
<br />I: '
<br />
<br />r:" , ~
<br />
<br />8" C,M.U.
<br />
<br />I
<br />
<br />I
<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" EXPAI\iSION ANCHORS OR
<br />(6) 3" X 1/4" TAPCONS
<br />(8) 2 7/8" HILTI TIX-DNI NAILS
<br />
<br />I.:
<br />r,
<br />
<br />I
<br />
<br />I
<br />
<br />"
<br />'"
<br />
<br />I.:
<br />f:,
<br />
<br />"'.", ~ ....., , ,'.., , . .,
<br />'" " ~.. ., , ~' ., , ~' .~ . ." I
<br />....'" ''II'';,.'''' ':.", '.'''''''~
<br />
<br />, , , , :~
<br />' .",,, , ..~ ~ . ., ~ . ..~ '" .
<br />
<br />, ~," ,'", . ~I" ."~ ' ~: ,', . A: ,', ..
<br />~ ..: ., :', 'II:.... "....,
<br />
<br />FRAME (EXT./BRG./SHEAR) WALL
<br />(3\ TO MASONRY CONNECTION DETAIL
<br />,,"S-2 J
<br />
<br />-
<br />
<br />SCALE: N.T,S.
<br />
<br />-
<br />
<br />Mil
<br />
<br />OllIe
<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 />NON-SHEARWALL SEGMENT
<br />
<br />I. 11111111111111111.1
<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 W1.4XW1.~ VNJF \.
<br />
<br />FI LLED CELL:
<br />FILL BLK, CELLS WITH 3000 P.S,I.
<br />jGROUT ONE #5 @ LOCATIONS SHOWN
<br />ON THE FOUI\DATION PLAN
<br />AND FLOOR PLAN.
<br />MIN. LAP 25" (ACI 530)
<br />
<br />TOP_OF SLA_B -$
<br />
<br />NOTE:
<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BETWEEN
<br />THEM.
<br />
<br />... - _....; ,\...,;.. '... '
<br />, to....I' ,.
<br />'''~,' :.
<br />
<br />.,....C=f, ,
<br />. '.
<br />
<br />,
<br />\
<br />
<br />-
<br />
<br />2 TYP. SHEARWALL SECTION
<br />S- 2 I SCALE: N.T,S.
<br />
<br />-
<br />
<br />PRECAST "U" LINTEL WI 1-#5 CONT. IN
<br />3000 PSI CONC. @ OPNGS. 6'-0" & OVER.
<br />PRECAST "U" LINTEL ALL OPENINGS
<br />UNDER 6'-0".
<br />
<br />HURRICANE
<br />ANCHORS\
<br />(TYP.) \i1 ~
<br />
<br />. '~.' II ~.'.,,:,"4"'~ .:...~ I "_
<br />-:T :~T -~-J -7::: -:1-7':: . '- ~
<br />
<br />SPLICES 25" MIN.
<br />LAP (ACI 530 )
<br />
<br />~
<br />
<br />10"
<br />~HOOK
<br />1 '
<br />-~ '..:., _:;:j :...U~ "';".:::1: - '1;
<br />..~.:: ~'.1 ~::.. ~::l~' .:'.:
<br />
<br />~i,
<br />
<br />I
<br />
<br />r.--
<br />. . '110.
<br />- ,
<br />l
<br />
<br />II
<br />
<br />. . ';. I. ';, , ,..:, . . '.;. " ."';. .' ,""
<br />','~ /I.,'.. ",'~ ..,'~ ",'~ ",'~
<br />.. ~ -'~'-'""",:",'.. --.-:... -' ~
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />h '., REBAR BOTH SIDES FO~
<br />'. ':, OPENINGS 6'-0" OR MOR~, ..
<br />h ':,
<br />D':,
<br />IL: ' "
<br />If: : "
<br />
<br />h:
<br />. '-
<br />: '" ' t
<br />
<br />I
<br />
<br />h, '.
<br />
<br />1
<br />
<br />I
<br />
<br />110 v.,
<br />
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