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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 />GEr\ERAL INSTALLATION NOTES
<br />
<br />1, Provide full mor,ar head and bed Joints.
<br />2. Shore filled lintels as required,
<br />3. Installation of lintel must comply with the architectural and/Dr structural drawings.
<br />4, U-Lin',els are manufactured with 5--1/2" long notches at the ends tD accommodate
<br />vertical cell reinforcing and grouting,
<br />5. AllliNe:s meet or exceed L/360 vertical deflection, except lintels 17'A" and
<br />longer with a nDminal height of 8" meet or exceed L/180,
<br />6. 8ottom field added rebar to be located at the bottOM of the lintel cavity.
<br />7. 7/32" dameter wire stirrups are welded to t.~e bottom steel for mechanical anchorage.
<br />8. Cast'ln-place conc'ete may be provided in composte lintel in lieu of concrete
<br />masonry units,
<br />9. Safe 'oad ratings based on rational design 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 exter,or surface of lintels instalied in extenor concre:e masonry wails shall have
<br />a coating of stucco applied in accordance wtn ASTM C-926 or other approved
<br />coating,
<br />12, lintels loaded SiMultaneous'y with veritcal (gravity and uplift) and horizontal (lateral)
<br />oads shoud be checked for COMbine loading wit" the following equation:
<br />Appl'ed vertical load Applied horizontal load
<br />+
<br />Safe vertical ioad
<br />
<br />SAFE LOAD TABLE NOTES
<br />
<br />Safe horizontal load
<br />
<br />< 1.0
<br />
<br />1, All va'ues 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 />Safeoads for all recessed lintes based on 8" nominal bearing.
<br />
<br />2, N.R, = Not Ra:ed,
<br />3. Safe loads ore :0101 lUperimpo\(~d allowable load on the section lpecified,
<br />
<br />4 Sa'e loads based on grade 40 or grade 60 fied rebar,
<br />
<br />5. Additional lateral load capocity con be obtained by the designer by providing
<br />addional reinforced masonry above the precast lintel.
<br />6, One #7 rebar may be substituted for two #5 rebars In 8" lin:eis on'y,
<br />7, The designer may evaluate concentrated ;oads from the safe load tables by
<br />calculating the maximum resisting mOMent and shear at d-away 'rom the face of support,
<br />8. For compoSIte lintel heights not shown, use sa'e load from next iower height.
<br />
<br />9. For lintel lengths not shown, ~se safe IDad 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 the percent reduction fDr grade 40
<br />field added rebar.
<br />Exampie: 7'.6" lintel Type 8f32-18 safe gravity road = 6472(15)
<br />w/15% reduction = > 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 />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 />l1'A'(136") PRECAST
<br />
<br />12'-0'(144") PRECAST
<br />13'A"(160") PRECAST
<br />
<br />14'-0'(168") PRECAST
<br />14'.8" (176") PRESTRESSED
<br />15'A" (184") PRESTRESSED
<br />17'A" (208") PRESTRESSED
<br />19'A" (232") PRESTRESSED
<br />
<br />21'-4" (256") PRESTRESSED
<br />22'.0" (264") PRESTRESSED
<br />
<br />24'.0" (288") PRESTRESSED
<br />
<br />~~~
<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 />6'-6" (78") PRECAST
<br />
<br />7'-6" (90") PRECAST
<br />9'-4" (112") PRECAST
<br />10'-6"(126") PRECAST
<br />l1'A" (136") PRECAST
<br />
<br />12'-0" (144") PRECAST
<br />13'4"(160") PRECAST
<br />
<br />14'-0' (168") PRECAST
<br />
<br />14'8" (176") ?RESTRESSED
<br />
<br />15'4" (184")?RESTRESSED
<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 />8F!HT
<br />8F8-2T
<br />1C17?
<br />1C17?
<br />1')69
<br />l,)RCI
<br />136::1
<br />1::1R3
<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 />~~~
<br />~E 8RU6
<br />4'A' (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 />8" PRECAST & PRESTRESSED U-L1NTELS
<br />
<br />8U8 8F8-08
<br />8F8-18
<br />
<br />2231 3069
<br />.,OR CI
<br />2231 ::10RQ
<br />3069
<br />1966 ?561
<br />2693
<br />1599 1969
<br />2189
<br />1217 1349
<br />1663
<br />1062 1105
<br />1451
<br />908 1238
<br />1238
<br />743 1011
<br />1011
<br />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 />N.R, NR
<br />458
<br />N.R. NR
<br />412
<br />N.R, NR
<br />300
<br />N.R, NR
<br />235
<br />N.R, NR
<br />180
<br />N.R, NR
<br />165
<br />N.R, '<R
<br />129
<br />
<br />8F12.08
<br />8F12-18
<br />4RO.'i
<br />4R0'1
<br />::171Q
<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 />GRAVITY
<br />
<br />8F16-08
<br />8Fl6-18
<br />6113
<br />6113
<br />'1163
<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':1': 1
<br />11':?<;
<br />1 A,1 ':l
<br />1?,17
<br />1 <;':l':l
<br />'"''''
<br />'"''''
<br />1?""-
<br />1'>""-
<br />~n7"
<br />H\7"
<br />1nn?
<br />"nlV)
<br />"'''
<br />'''7(''\
<br />NR
<br />1 ?<;O
<br />"'''
<br />Q'iO
<br />N"
<br />7.'iO
<br />N"
<br />'iQP.
<br />N"
<br />.'i'iO
<br />No
<br />4'10
<br />
<br />UPLIFT
<br />
<br />8F20--lT
<br />8F20-2T
<br />
<br />'1747
<br />'1747
<br />4569
<br />4.'>69
<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 />F20-08
<br />8F20-1B
<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 />??II<;
<br />':lAC/A
<br />?O=;I':,1
<br />?O=;R4
<br />?OQ':l
<br />?()Q':l
<br />""'"
<br />1A4R
<br />'''A''-
<br />1F:A"-
<br />, ,'~"
<br />1,\~"
<br />,.,?F:
<br />'"''''
<br />NR
<br />1an?
<br />'0
<br />n""
<br />'0
<br />'''?F:
<br />No
<br />1n.,7
<br />No
<br />A"-"
<br />No
<br />71'.4
<br />No
<br />F:"4
<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 />8RF10-08
<br />8RF10-18
<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 />999
<br />
<br />8F24-lT
<br />8F24-2 T
<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 />8F24.08
<br />8F24-18
<br />
<br />8974
<br />8974
<br />8054
<br />8974
<br />')9R1
<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 />Nil
<br />1114
<br />NR
<br />1047
<br />"R
<br />884
<br />
<br />8F28-lT
<br />8F28-2T
<br />R':l?1
<br />R':l?1
<br />6613
<br />6613
<br />5740
<br />5740
<br />5077
<br />'1077
<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 />8F28-08
<br />8F28-18
<br />
<br />10394
<br />10394
<br />9502
<br />10394
<br />7()34
<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 />NR
<br />1359
<br />NR
<br />1285
<br />NR
<br />1092
<br />
<br />8F32-08
<br />8F32-18
<br />11809
<br />1180Q
<br />1()9'i1
<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 />i'.R
<br />2712
<br />NR
<br />2513
<br />NR
<br />2047
<br />NR
<br />1716
<br />NR
<br />1468
<br />'<R
<br />1399
<br />NR
<br />1222
<br />
<br />LATERAL
<br />
<br />8F32.1 T
<br />8F32-2T
<br />QR()P.
<br />QR()P.
<br />7636
<br />7636
<br />6627
<br />6627
<br />5861
<br />58Rl
<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-L1NTELS
<br />
<br />(14) 205
<br />(7)
<br />iti) N.R,
<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 NR 91
<br />
<br />8RF26-08
<br />8RF26-18
<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 RRF1 O-H 8RF14-1T 8RFl8-lT 8RF22-lT 8RF26-lT 8RF30-lT
<br />LENGTH _____ 8RF6-2T RRF1 o_ni ODe' A 'IT 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T
<br />4'A" (52") PRECAST 905 1741'1. 2635 3522 4409 5296 6183
<br />905 1741'1. 2635 3522 4409 5296 6183
<br />4'-6' (54") PRECAST 867 1 R7'i 2525 3374 4224 5074 5924
<br />867 1 R7'i 2525 3374 4224 5074 5924
<br />5'8" (68") PRECAST 675 1,01 1960 2618 3277 3935 4594
<br />675 1,01 1960 2618 3277 3935 4594
<br />5'-10" (70") PRECAST 655 1 ?R? 1900 2538 3176 3815 4453
<br />655 1?R? 1900 2538 3176 3815 4453
<br />6'-8" (80") PRECAST 570 1()1? 1651 2204 2758 3312 3865
<br />570 1 ()Q7 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 1980 (15 2322 (16)
<br />395 589 1135 1514 1893 2272 2652
<br />(#) THE NUV18ERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
<br />GR40 FIELD ADDED REBAR. SEE NOTE NO.4
<br />
<br />8F12-lT 8F16-lT
<br />,8F12.2T 8Fl5-2T
<br />
<br />::117:1 4460
<br />::117::1 4460
<br />2524 3547
<br />2524 ~54 7
<br />2192 ~079
<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
<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 />8RF14-08
<br />8RF14-18
<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 />8RF18-08
<br />8RF18-18
<br />4349
<br />6639
<br />3968
<br />6639
<br />2277
<br />6389
<br />2124
<br />6639110)
<br />5048
<br />5048
<br />3776
<br />3776
<br />2253
<br />2253
<br />
<br />8" PRECAST W/ 2" RECESS DOOR U.L1NTELS
<br />
<br />8RF22.08
<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 />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--08
<br />8R F30--18
<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 />G';II'" .,.' ":1' ,.,.. ,',
<br />.;:; ::; :;: :::; ;;: ::; ;;: =- ~..
<br />,. ;. ";" . I .. . ...... .
<br />.. ~, .... .., .
<br />
<br />
<br />I h i.
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />I
<br />
<br />I
<br />
<br />'.
<br />'. ,
<br />,
<br />
<br />TYP, FILLED CELL W/3000
<br />P.S.I. CONC.
<br />W/l #5 REBAR VERT.
<br />
<br />_ FRAME (EXT./BRG./SHEAR) WALL
<br />3 \ TO MASONRY CONNECTION DETAIL
<br />S-V
<br />
<br />-
<br />
<br />////////1
<br />/
<br />/
<br />/
<br />V
<br />V
<br />V
<br />V
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />~
<br />V
<br />V
<br />V
<br />V
<br />V
<br />V
<br />/
<br />/
<br />/
<br />
<br />><
<br />
<br />1/////////1 :::>-<: r///.A I
<br />
<br />o
<br />
<br />I
<br />
<br />I
<br />D
<br />
<br />I
<br />
<br />H
<br />II
<br />
<br />I
<br />
<br />I
<br />
<br />'. '. -"
<br />-'\
<br />L,,: ..' . .,', ,1' . ','.F . '.,I
<br />r: ., :- ., ,~ : I
<br />
<br />o
<br />
<br />C7
<br />V
<br />V
<br />V
<br />f.L
<br />
<br />o
<br />
<br />t:7
<br />V
<br />V
<br />V
<br />V
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />
<br />x0
<br />
<br />
<br />7
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />
<br />~
<br />
<br />o
<br />
<br />o
<br />
<br />1
<br />
<br />h, ..
<br />
<br />'-/ / I ::::>-< r / /.7
<br />
<br />LINTEL PLAN
<br />
<br />N.T.S.
<br />
<br />STD. 90 HOOK
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<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 />REBN~ MIN, LA.P 25"
<br />(ACI 530)
<br />
<br />#5 REINF. ~
<br />BAR ~
<br />-<;>
<br />~
<br />\
<br />ruu;~,~u~l
<br />
<br />I
<br />
<br />1
<br />
<br />'.
<br />.. ,
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />I
<br />
<br />STD. 90 DEGREE
<br />ANGLE 3000 PSI,
<br />CONC, WIl #5 [YA,
<br />REBAR MIN. LAP 25"
<br />(ACI 530)
<br />
<br />l~mICATES FILLED
<br />CELL FROM FTG. TO
<br />BEMv~ WITH 1 #5
<br />BAR MIN. LAP 25"
<br />(ACI 530)
<br />
<br />8" X 8" X 16"
<br />C,M,U.
<br />
<br />20" MIN LAP
<br />l' . f
<br />\::#3 OR #4 ~EINF~RCING BAR
<br />#3 & #4 LAP SPliCE
<br />25" MIN, LAP
<br />
<br />~~.)B'Jl' '... AY.-. .-.-.-, .xxx '<,... ~~-,
<br />"--#5 REINFORCING BAR
<br />#5 LAP SPLICE
<br />
<br />~ 36" MIN, LAP ~
<br />1 1
<br />..""J'. ~~"..'wes.~~s :~~ ..'~"~~~~S^~S :,. ,
<br />#6 REINFORCING BAR
<br />
<br />#6 LAP SPliCE
<br />
<br />1
<br />
<br />h, ;,
<br />
<br />#5 STD. 900 HOOK
<br />
<br />SCALE:l"=l'-O"
<br />
<br />I
<br />I
<br />
<br />I
<br />I
<br />
<br />I
<br />I
<br />
<br />TYP, DO\VEL 25"
<br />MIN. L.f~P (AC! f)30)
<br />
<br />01
<br />
<br />I
<br />
<br />'. .
<br />"10 "k
<br />
<br />h' ,'", ..,.' "', " . '" ..". .'" . .'" . ..,. . "" . .'., , .." . ..,. ' . r., . ..,. ' .'" .' '. r "'. ' .' '. ' .' ','I
<br />~ ., 1'" lo.. . J" "'.. ., .. "I.., J "I 1<... .. .i "I .... t A" "', l' ..... .... " J" ..... ' J'.... J' ".. "I J t ... "I J. ..... "I J t ~.. "l A" 10... " j".., i" ", " Ii" lo.. ., J" "'.... i "I
<br />'11<..' '''''','' lo......c:=::::;::::;.. t,,,,,, 0,10.,' '1'10.,' '~l<,','''''',''~,,' ......... .,..... "l>..' >'''" " ',...C:::::::::;i::..' "/lo,' ....... "110.'
<br />. .. .. 'I ~ .. . "I '\.1, . "I ,.. . . "I ,. , . "I t .. . "I ., .. ,., ., .. .., , .. ." " .. ., , " .., "I '" . t "I .. . ,. "I .. .,. 't .. . ,. ., .. ... l/ .. ." . ,. . "I . .. ."
<br />
<br />I
<br />
<br />II: .
<br />Ir~' ,
<br />
<br />8" C.M.U.
<br />
<br />I
<br />
<br />1
<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 />1
<br />
<br />h, :
<br />
<br />II
<br />
<br />1
<br />
<br />'.
<br />.,.. :
<br />
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<br />BLOCK WI 1 # 5
<br />BAR & 3000 PSI
<br />GROUT, MIN. 25"
<br />LAP (ACI 530)
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<br />TYPICAL SHEARWALL SEGMENT
<br />ALL SHEARWALL SEGMENTS
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<br />AN OPENING BETWEEN.
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<br />CONC, SLAB
<br />OVER 6 MIL V,B. OVER CLEAN
<br />COMPACT. TERMITE TREATED
<br />EARTH FILL REINFORCED WITH
<br />6x6 W1.4XW1.~ VNVF \
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<br />FILLED CELL:
<br />FILL BLK, CELLS WITH 3000 P.S,I.
<br />jGROUT Or\E #5 @ LOCATIONS SHOWN
<br />ON THE FOUNDATION PLAN
<br />A~D FLOOR PLAN,
<br />MIN. LAP 25" (ACI 530)
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<br />TOP_OF SLA_B ~
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<br />r--.OTE:
<br />SECTION BETWEE~ DOWN RODS
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<br />10"
<br />LAP (ACI 530 )
<br />n "HOOK
<br />II 1
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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 MASOr\RY REQUIRED BETWEEN THE
<br />LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH
<br />THE ELEVATION DRAWIr->.GS
<br />4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER
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<br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED
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<br />SHEET NO.
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<br />S-2
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<br />25
<br />
<br />LAST PLOT DATE
<br />March 11, 2005
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