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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 wj
<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 tow 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, l'1stallation 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. Allln:els meet or exceed L/360 vertical def'ection, except lintels 17'A" and
<br />ionger with a nominal height of 8" 'T'eet or exceed L/180.
<br />6, Bottom feld added rebar:o be located at the bottom of the lintel cavity,
<br />
<br />7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
<br />8, Cas:-in-place concre:e may be provided in composite I:ntel in lieu of conc'e:e
<br />masonry units.
<br />9. Safe load ratings based on rational design a'1alysis per ACI 318 and ACI 530
<br />10, Product Approvals: Miami Dade COunty, Florida Nos.03-0605.05 and 0.3-0605.04,
<br />11, The exterior surface of lintels installed in exter'or concre:e masonry walls shall have
<br />a coating of stucco applied in accordance with ASTM C-926 or other approved
<br />coati ng,
<br />12, lintels loaded simultaneous'y wit.h veritcal (grav'ty and uplift) and horizontal (lateral)
<br />'oads shoud be checked for combine loading with the fOliowing equation:
<br />Appled vertical load Applied horizontaload
<br />+
<br />Sa'e 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 />lintes must be reduced by 20% If bearing leng",.h :s 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 loads are total superimposed allowable load on the section speCified,
<br />
<br />4 Safe loads based on grade 40 or grade 60 field rebar.
<br />
<br />5, Additional lateral load capacity can 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" lintels only,
<br />7. The des,grer may evaluate concentrated loads from the safe ioad tables by
<br />calcu:at:ng the maximum resisting 'T'oment and shear at d-away from the face of support,
<br />8, For composite lin:el heights not shown, use safe load from next lower height.
<br />
<br />9. For lintel lengths not shown, use sa'e load from the next longest le'1gth 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 for grade 40
<br />field added rebar.
<br />Example: 7'-6" lintel Type 8f32-1B safe gravity load = 6472 (15)
<br />
<br />w/15% reduction = > 6472 (,85) = 5501 plf
<br />
<br />SAFE LOAD TABLES
<br />
<br />~~~
<br />
<br />________ TYPE
<br />LENGTH ______
<br />
<br />2'-10' (34") PRECAST
<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 />5'-10" (70") PRECAST
<br />6'-6" (78") PRECAST
<br />
<br />7'6" (90") PRECAST
<br />9'A" (112")PRECAST
<br />
<br />10'-6' (126") PRECAST
<br />
<br />11 'A" (136") PRECAST
<br />
<br />12'-0" (144") PRECAST
<br />
<br />13'A" (160") PRECAST
<br />
<br />14'-0" (168") PRECAST
<br />
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />
<br />8" PRECAST & PRESTRESSED U-LlNTELS
<br />
<br />8U8 8F8-0B
<br />8F8-1B
<br />2231 ::lOf;q
<br />::lOf>q
<br />2231 3069
<br />::l06q
<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 />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 />908
<br />
<br />743
<br />
<br />554
<br />
<br />475
<br />
<br />362
<br />
<br />337
<br />
<br />296
<br />
<br />14'8" (176") PRESTRESSED N.R.
<br />
<br />279
<br />
<br />15'A" (184") PRESTRESSED N.R.
<br />
<br />17'A" (208") PRESTRESSED N.R
<br />
<br />19'A" (232") PRESTRESSED N.R.
<br />
<br />21'A" (256") PRESTRESSED N.R
<br />
<br />22'-0" (264") PRESTRESSED N.R.
<br />
<br />24'-0" (288") PRESTRESSED N.R.
<br />
<br />~~~
<br />L~
<br />2-10' (34") PRECAST
<br />3'6" (42") PRECAST
<br />4'-0" (48") PRECAST
<br />4'-6" (54") PRECAST
<br />
<br />5'A" (64") PRECAST
<br />5'-10" (70") PRECAST
<br />
<br />6'-6" (78") PRECAST
<br />
<br />7'6" (90") PRECAST
<br />9'A" (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 />14'-0" (168") PRECAST
<br />
<br />14'-8" (176") PRESnESSED
<br />
<br />15'-4" (184") PRESTRESSED
<br />
<br />17'4" 1208") 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 />~~~
<br />L~ 8R1..6
<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 />8F8-1 T
<br />8FB-2T
<br />1qn
<br />lq72
<br />1"if>q
<br />1569
<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 />8F12-0B
<br />8F12-1B
<br />4f>0"i
<br />4f>O"i
<br />3719
<br />460!'i
<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 />8F16-0B 8F20-0B
<br />8F16-1B 8F2o-1B
<br />6113 7547
<br />6113 7547
<br />5163 6607
<br />6113 7547
<br />3820 4890
<br />6113 7"i47
<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 ??n"i
<br />?1':1':1 ':l>la>l
<br />11':?<; ?<;&::A
<br />1 >lA':l ? ."if>4
<br />1 ?A 7 ?OQ::I
<br />1 "i':l':l ?na':l
<br />. ~"'-"'- . ,,,"'-
<br />.~"'-"'- 1>l4f::
<br />I 'J<;A . "'-,,,
<br />I'J<;" ."'-""
<br />11'17<; 'A'JR
<br />. n7'i 1A?R
<br />. no? 1.?1':
<br />. no? 1.?R
<br />'-'R Nfl
<br />1..71' 1 QO?
<br />Nfl NR
<br />1 ?50 17....
<br />'-'R NR
<br />950 1.<?R
<br />NR NR
<br />7"in 1("7
<br />il.R NR
<br />.")ClR RA'i
<br />NR NR
<br />.,,)"i0 7RLl
<br />NR NR
<br />450 654
<br />
<br />8" PRECAST & PRESTRESSED U-LlNTELS
<br />
<br />8F12-lT 8Fl6-lT
<br />lor ,LL-L I C\I-11:i-" I
<br />.,17.' 44RO
<br />3173 4460
<br />?'i?4 ::I'i47
<br />2524 3!'i47
<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
<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 (lU
<br />221 354
<br />175 267 (10
<br />200 316
<br />
<br />UPLIFT
<br />
<br />8F20-lT
<br />orLU-L I
<br />'i747
<br />5747
<br />4"iRq
<br />4569
<br />39f>6
<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 (1;;
<br />897
<br />520 ll";
<br />732
<br />446 (11;
<br />616
<br />393 (11
<br />531
<br />378 III
<br />508
<br />341 110
<br />450
<br />
<br />8F24-lT
<br />i::l1-"4-" 1
<br />70::14
<br />70::14
<br />.'i'iQ1
<br />55Ql
<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 In.
<br />993 (8)
<br />546 (12
<br />831 (8)
<br />480 (11
<br />713 (7)
<br />461 (lU,
<br />681 (7)
<br />416 (10
<br />600 (7)
<br />
<br />8F24-0B
<br />8F24-1B
<br />8974
<br />8Q74
<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 />~R
<br />2245
<br />NR
<br />2058
<br />~R
<br />1609
<br />NR
<br />1282
<br />NR
<br />1114
<br />NR
<br />1047
<br />NR
<br />884
<br />
<br />8F28-lT
<br />81-213-21
<br />8321
<br />8321
<br />RR1":!
<br />6f>13
<br />5740
<br />5740
<br />'i077
<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 (U
<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 />491 110
<br />756 (12
<br />
<br />8F28-0B
<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 />~R
<br />2517
<br />NR
<br />2320
<br />NR
<br />1849
<br />NR
<br />1515
<br />NR
<br />1359
<br />NR
<br />1285
<br />N~
<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 />8F32-lT
<br />8F-32-2T
<br />9608
<br />9608
<br />7636
<br />7636
<br />6627
<br />Rf>27
<br />58f>1
<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 (11 . 42
<br />1046 (13 N.R. 125
<br />629 (11)" R 116 39
<br />997 (1;; ,', ,
<br />566 (10) 33
<br />875 (13 N,R, 91
<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 />8RFlo-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 />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 />8" PRECAST W/ 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 />(14) 205
<br />(7
<br />(14
<br />(11) N.R,
<br />(13) N,R,
<br />(14)
<br />(12) N,R,
<br />(14)
<br />(12)
<br />(14 N.R,
<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 8.RF10-1 >l~m 4.1T 8RFl8-lT 8RF22-lT 8RF26-lT 8RF30-lT
<br />LE~GTH ______ 8RF6-2T '>lRI'1 _ L4-2T 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T
<br />4'4" (52") PRECAST 905 1741< 2635 3022 4409 5296 6183
<br />905 1748 2635 3522 4409 5296 6183
<br />4'-6" (54") PRECAST 867 1f>7!'i 2525 33(4 4224 5074 5924
<br />867 1 f>7!'i 2525 3374 4224 5074 5924
<br />5',,8" (68") PRECAST 675 1.,01 1960 "1:i1C\ 3277 3935 4594
<br />675 1::101 1960 2618 3277 3935 4594
<br />5'-10' (70") PRECAST 655 1 ?R? 1900 2038 3176 3815 4453
<br />655 1 ?f>? 1900 2538 3176 3815 4453
<br />6'-8" (80") PRECAST 570 101? 1651 2204 2758 3312 3865
<br />570 10Q7 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 NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FO:R
<br />GR40 FIELD ADDED REBAR. SEE NOTE NO.4
<br />
<br />LATERAL
<br />
<br />8U8 8F8 REINF.
<br />CMU
<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 />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 />8R1..6 8RF6 REINF.
<br />C'v1U*
<br />
<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 Wj(6) -10d X 11/2
<br />
<br />l'. 'J' ,
<br />... .... ..... . I , . ..., . I
<br />~ ::; ;;: :; ;:;: :; ::;: - ':I'
<br />
<br />... ... ....' . I , . '.. ~ .
<br />~ .." .. 'I .... .
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />... :
<br />
<br />"
<br />
<br />I
<br />
<br />!
<br />
<br />I
<br />
<br />'.
<br />, ,
<br />
<br />I
<br />
<br />II
<br />
<br />I
<br />
<br />'. .
<br />'.,
<br />
<br />I
<br />
<br />II
<br />
<br />I
<br />
<br />'.
<br />..... .. ~
<br />
<br />ij
<br />
<br />I
<br />
<br />01
<br />
<br />I
<br />
<br />'.
<br />'... :
<br />
<br />I
<br />
<br />~~:
<br />.,
<br />,
<br />
<br />....... .. ....... . ........ . ...
<br />.. " ~" .... .. ~.. ... 'I ~ 'I .... .. ~
<br />,.,....,.............-
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />TYP. FILLED CELL W/3000
<br />P.S.I. CONC.
<br />W/l #5 REBAR VERT.
<br />
<br />-
<br />.,
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />_ FRAME (EXT./BRG./SHEAR) WALL
<br />3'\ TO MASONRY CONNECTION DETAIL
<br />S-v
<br />
<br />-
<br />
<br />I
<br />,
<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 />CONC. SLAB
<br />OVER 6 MIL V.B. OVER CLEAN
<br />COMPACT. TERMITE TREATED
<br />EARTH FILL REINFORCED WITH
<br />6x6 Wl.4XW1.~ WWF \
<br />
<br />...--
<br />
<br />...;~~.'~ '
<br />, "-", 'l: ~ 'I '"
<br />'"'' .
<br />~.;~~
<br />"" ,--.:-; I'
<br />...:.....:..~
<br />
<br />8" C.M.U.
<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 />. . , . :~
<br />. ..... . ..... , ..... , ..... .
<br />.. ~.. .... "I ~ 1 to... 'I .." ." .. ~" ". 'I
<br />.. . '...... . ........ . '0." . .,....
<br />
<br />SCALE: N.T.S.
<br />
<br />JIJ]]
<br />
<br />OJII[
<br />
<br />NON-SHEARWALL SEGMENT
<br />
<br />: ~ ~-
<br />
<br />I. I IIII 11111111111 .,
<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 />: ~ ,.
<br />
<br />FILLED CELL:
<br />FILL BLK, CELLS WITH 3000 P.S.I.
<br />jGROUT ONE #5 @ LOCATIONS 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 />
<br />:,
<br />
<br />I\OTE:
<br />SECTION BETWEEN DOW"J RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UI\LESS OPENINGS ARE BETWEEN
<br />THEM.
<br />
<br />I
<br />\
<br />
<br />2 TYP. SHEARWALL SECTION
<br />S- 2 I SCALE: N.T,S.
<br />
<br />-
<br />
<br />I
<br />
<br />r,--
<br />.. . ....
<br />- ,
<br />l
<br />
<br />.. . ..,.. I . ',t... . . ",I.. . ,','" . . .,'" . . ~
<br />
<br />..:, ~ :':,":':":"'~._.&:"':"':'-.":. ~ ~... ~
<br />
<br />II
<br />
<br />, "
<br />
<br />I
<br />
<br />I
<br />
<br />.... ...
<br />
<br />I
<br />
<br />h ','
<br />~ I ,."
<br />. '
<br />" ';..1
<br />~,~ ' "
<br />
<br />II
<br />
<br />I
<br />
<br />II
<br />
<br />"
<br />
<br />I
<br />
<br />II
<br />
<br />~,~ "
<br />': /1
<br />
<br />"
<br />
<br />I
<br />
<br />~b
<br />" r
<br />
<br />(5
<br />\.S-2
<br />
<br />--
<br />
<br />#5 REINF. ~
<br />BAR 1>
<br />..(->
<br />-&
<br />~
<br />rA"A;~~H91
<br />
<br />#5 STD. 900 HOOK
<br />
<br />SCALE:l"=l'-O"
<br />
<br />20" MIN. LAP
<br />1 1
<br />L#3 OR #4 REINFbRCING BAR
<br />#3 & #4 LAP SPLICE
<br />25" MIN. LAP
<br />..., "t LY;.~ ;~INv;.~~~~~'~B~~-m..
<br />#5 LAP SPLICE
<br />36" MIN. LAP
<br />1\;0 1\,00
<br />_ ..,~ n~~n9~"'~~s ~~~ ~~~~i'9S~~S"~'" V" ,
<br />#6 REINFORCING BAR
<br />
<br />#6 LAP SPLICE
<br />
<br />\ REBAR SPLICE DETAIL
<br />
<br />I SCALE: N.T.S.
<br />
<br />STD. 90 HOOK
<br />
<br />II. ' . . ." : I
<br />
<br />I
<br />
<br />II
<br />
<br />I
<br />
<br />II
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<br />FOR LOCATIONS
<br />
<br />TYP. BOND BEAM
<br />8" x 8" X 16" K.O.
<br />LINTEL BLOCK
<br />FILL Wj3000 P.S.I.
<br />CONC. W/l #5 DIA.
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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 MINIMUM DEPTH REQUIRED
<br />FOR THE DESIGN LOADS, THE DEPTH MAY BE INCREASED IF REQUIRED
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<br />
<br />SHEET NO.
<br />
<br />0..
<br />0:::
<br />o
<br />U
<br />W
<br />~
<br />o
<br />::r:
<br />(/)
<br />:::l
<br />M
<br />o
<br />o
<br />N
<br />@
<br />
<br />S-2
<br />
<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />May 09, 2005
<br />
<br />DETAILS
<br />
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