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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 />GE~ERAL INSTALLATION NOTES
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<br />
<br />BOTTOM REI~'ORC~G
<br />.,.- PROVDED ~ L~TEL
<br />(VARIESI
<br />
<br />I. 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 manu'actured 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 defection, except linte:s 17'-4" and
<br />longer with a nOr:linal height of 8" meet or exceed L/180.
<br />6. Bottom field added rebar to be located at ',he bottor:l of the lintel cavity.
<br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
<br />8. Cast-In-place concrete may be provided in compos,te lintel in lieu of concrete
<br />masonry units.
<br />9. Safe load ratings based on rational design analyss per ACI 318 and ACI 530
<br />10. Product Approvals: Miami Dade County, F'orida Nos.03-0605.05 and 03-0605.04.
<br />11. The exterior surface of lintels i'lstalled in exter,or concrete masonry walls Shall have
<br />a coati'lg of stucco applied in accordance wi',h ASTM C-926 or other approved
<br />coating.
<br />12. Lintels ,oaded simultaneously with veritcal (gravity and Upl:ft) and horizontal (lateral)
<br />loads shoud be checked for combine loading with the following equation:
<br />Applied vertical load Applied horizo'ltalload
<br />+
<br />Safe vertical load
<br />
<br />SAFE LOAD TABLE NOTES
<br />
<br />Safe horizontal 'oad
<br />
<br />< 1.0
<br />
<br />1. All va'ues based on r:linlmum 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 'intels based on 8" nomiral bearirg.
<br />
<br />2. N.R. = Not Rated.
<br />3. ~afe loads are total superimposed allowable load on the led ion specified.
<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 deligner by providing
<br />addional reinforced masonry above the precast Lntel.
<br />6. One #7 rebar may be substituted for two #5 reba's in 8" lintels on'y.
<br />7. The designer may evaluate concentrated loads from the safe load tables by
<br />cacu.ating the maximum resisting moment and shear at d-away from the face of support.
<br />8. For composite lintel heights not shown, use safe load from next lower height.
<br />
<br />9. For lintel lengths not shown, use safe load from the rext longest length shown.
<br />10. Ail safe loads in ~'lts of pounds per linear foot.
<br />11. All safe loads based on sir:lply support span.
<br />12. The nUr:lber 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 />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 />
<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 />
<br />15'-4" (184") PRESTRESSED
<br />
<br />17'.4" (208") PRESTRESSED N.R.
<br />
<br />19'-4" (232") PRESTRESSED
<br />21'-4" (256") PRESTRESSED
<br />22'.0" (264") PRESTRESSED
<br />
<br />24'-0" (288") PRESTRESSED
<br />
<br />~~~
<br />
<br />____ TYPE 8F8-lT
<br />LENGTH ~ 8F8-2T
<br />
<br />2'-10" (34") PRECAST ;;~;
<br />
<br />3'.6" (42") PRECAST 1569
<br />151'>q
<br />4'-0" (48') PRECAST 1 ~63
<br />1~R.'<
<br />1207
<br />1207
<br />lOll'>
<br />1016
<br />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 />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") PRESTRESSED 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'-0" (264") PRESTRESSED 137
<br />137
<br />24'-0" (288") PRESTRESSED 124
<br />124
<br />
<br />4'-6' (54") PRECAST
<br />
<br />5'-4" (64") PRECAST
<br />
<br />5'-10" (70") PRECAST
<br />
<br />9'.4' (112") PRECAST
<br />
<br />10'-6' (126") PRECAST
<br />
<br />11'-4' (136") PRECAST
<br />
<br />12'-0" (144") PRECAST
<br />
<br />~~~
<br />~~E 8RU6
<br />4'4' (52") PRECAST 1635
<br />4'.6" (54") PRECAST 1494
<br />
<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-LlNTELS
<br />
<br />8U8 8F8-0B
<br />8F8-1B
<br />2231 ~o/';q
<br />306q
<br />2231 '<1'\1': a
<br />306Q
<br />1966 2 ")/'; 1
<br />2693
<br />1599 19/';9
<br />2189
<br />1217 1349
<br />166.,
<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 />8F12-18
<br />111':1'\"-
<br />41':05
<br />,<71a
<br />4605
<br />2751
<br />4605
<br />2110
<br />4375
<br />1438
<br />~090
<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 />8F160B 8F20-0B
<br />8F16,lB 8F20-1B
<br />6113 7547
<br />6113 7547
<br />5163 6607
<br />6113 7547
<br />3820 4890
<br />6113 7"-117
<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 ??II"-
<br />"'''''''1 ,<>laR
<br />,"'.,,, ?"-I':11
<br />'OA" ?"-I':11
<br />1 ?117 ?OQ.'R
<br />1 ".,., ?lIa.
<br />,.,,,,, 'QA"
<br />,.,,,,, 1 R.11':
<br />'''''A '''QA
<br />"">0' '''''A
<br />'r'l7" A.,Q
<br />"">7" 'A""
<br />,nl'\'" ,.,.,,,
<br />,nl'\') ,.,.,'"
<br />"" WI
<br />,.,7("\ 1 QII')
<br />\i~ ""
<br />1 ?")O ,7'<'<
<br />"" ""
<br />a "-0 1.,?R
<br />,," NR
<br />7"-0 1 '1.,7
<br />"" NR
<br />"-a>l R4S
<br />"" NR
<br />"-")0 7""
<br />"" NR
<br />4")0 654
<br />
<br />UPLIFT
<br />
<br />8F20-lT
<br />8F20-2T
<br />"7.17
<br />"7117
<br />~
<br />4"-69
<br />,<al':l':
<br />3966
<br />~08
<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 III
<br />508
<br />341 (10
<br />450
<br />
<br />8" PRECAST & PRESTRESSED U.LlNTELS
<br />
<br />8RF6-OB
<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 />8RFI0-0B
<br />8RFIQ-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-lT
<br />8F24-2T
<br />
<br />7034
<br />7034
<br />")")Q1
<br />"-"-a1
<br />I1R").'<
<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 />Ra74
<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 />N"
<br />2058
<br />NR
<br />1609
<br />NR
<br />1282
<br />NR
<br />1114
<br />N~
<br />1047
<br />NR
<br />884
<br />
<br />8F28-0B
<br />8F28-1B
<br />10.'<94
<br />10394
<br />a")02
<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 />N~
<br />1849
<br />NR
<br />1515
<br />N~
<br />1359
<br />N~
<br />1285
<br />N"
<br />1092
<br />
<br />8F32.03
<br />8F32-1B
<br />11 8()Q
<br />11809
<br />1 ()Q,,)1
<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 />N~
<br />2047
<br />N~
<br />1716
<br />NR
<br />1468
<br />""
<br />1399
<br />NR
<br />1222
<br />
<br />LATERAL
<br />
<br />8F28-lT
<br />8F28-2T
<br />
<br />83?1
<br />83?1
<br />661'<
<br />6R13
<br />.") 711 n
<br />5740
<br />5077
<br />5077
<br />426'1
<br />4265
<br />3897
<br />3897
<br />3498
<br />3498
<br />3039 110
<br />3039
<br />2152 116
<br />2463
<br />1732 (15
<br />2204
<br />1510 (15
<br />2053
<br />1366 (15
<br />1948
<br />1141 114
<br />1718
<br />1052 114
<br />1694 (8)
<br />976 114
<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-lT
<br />8F32-2T
<br />q/,;OR
<br />q/,;OR
<br />71'>:RR
<br />7R3F'.
<br />RF'.?7
<br />66?7
<br />5861
<br />5861
<br />49:;>4
<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 115 260 452 152
<br />2369
<br />1582 115 244 402 135
<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.LlMELS
<br />
<br />(14) 205
<br />(7)
<br />(14 N R
<br />(11) . .
<br />(13) N.R.
<br />(14)
<br />(12) NR.
<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,OB
<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 iRRF10-1T J'lRF1.1..1T 8RF18-lT 8RF22-lT 8RF26-lT 8RF30-lT
<br />LENGTH _____ 8RF6-2T M~' n .--. nT 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T
<br />4'-4" (52") PRECAST 905 17<1R 2635 3522 4409 5296 6183
<br />905 17AJ'l 2635 3522 4409 5296 6183
<br />4'-6" (54") PRECAST 867 11':7"- 2525 3374 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 1~01 1960 2618 3277 3935 4594
<br />5'-10" (70") PRECAST 655 1 ?I':? 1900 2538 3176 3815 4453
<br />655 1 ?I':? 1900 2538 3176 3815 4453
<br />6'-8' (80") PRECAST 570 '1'\1" 16bl 22TI4 2758 3312 3865
<br />570 'M7 1651 2204 2758 3312 3865
<br />7'-6' (90") PRECAST 506 707 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"JS FOR
<br />GR40 FIELD ADDED REBAR. SEE 'JOTE 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 />N.R.
<br />
<br />N.R.
<br />
<br />'<.R.
<br />
<br />8F12.lT 8F16-lT
<br />8F12-2T 8Fl6-2T
<br />
<br />~1 7~ <1.1hO
<br />'<17. I1LR()
<br />""-,,,1 '<"-.17
<br />2"-?4 :R.">47
<br />?1 Q? .1'\7a
<br />219? ~079
<br />la4n 27?4
<br />1940 2724
<br />Ih32 ??aO
<br />1632 2290
<br />1492 2093
<br />1492 2093
<br />1340 1880
<br />1340 1880
<br />1021 1634 112
<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 />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 W/ 2" RECESS DOOR U.LlNTELS
<br />
<br />8RF22-0B
<br />8RF22-18
<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 <12
<br />
<br />116 39
<br />
<br />33
<br />
<br />8RF30-03
<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 />8Rl.I6 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 />i:' ,=;l::; '';;'~ '~~I::f:; '';;'-: .~.
<br />
<br />... ,. ...... . I .. . .... ~ .
<br />.. .., .." .." .
<br />
<br />
<br />h, ;.
<br />
<br />I
<br />
<br />II
<br />
<br />'.
<br />'... :
<br />
<br />~;. :,
<br />
<br />I
<br />
<br />I
<br />
<br />'. .
<br />'.. ~ ...
<br />
<br />l.;, :.
<br />
<br />I
<br />
<br />I
<br />
<br />'. .
<br />".. ~ ...
<br />
<br />I: .
<br />t:. .
<br />
<br />I
<br />
<br />!
<br />
<br />'. .
<br />'..10. ..,
<br />
<br />k. :
<br />
<br />I
<br />
<br />I
<br />
<br />'.
<br />..... :
<br />
<br />I.:
<br />f..
<br />
<br />~.. .. ,...~, .. ."~.. .. I ~..
<br />.. ' ~" ~:..' ~.' ..:~" ~." ::.' ~
<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 />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<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" EXPANSION ANCHORS OR
<br />(6) 3" X 1/4" TAPCONS
<br />(8) 2 7/8" HILTI TIX-DNI NAILS
<br />
<br />. . . . :~
<br />. I..... I ~.... . ...... . ~,.. .
<br />" ~" ~.. ' .," .... ' ~" ... ' ~' ~.. '
<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 />LINTEL BEAM: ,~:
<br />1 COURSE LINTEL :
<br />BLOCKW/l#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 />to- - - '~'9lo.~,,7'- ..
<br />",," 4 ..
<br />'''lo,. .
<br />'..';.~,'..
<br />
<br />'9." lo.
<br />
<br />-
<br />
<br />JIll)
<br />
<br />,lJIII[
<br />
<br />NON-SHEARWALL SEGMENT
<br />
<br />".111 I I 1111/11111 1.1
<br />TYPICAL SHEARWALL SEGMENT
<br />ALL SHEARWALL SEGMENTS
<br />CONSIST OF A FILLED
<br />CELL EACH END WITHOUT
<br />AN OPENING BETWEEN.
<br />
<br />FILLED CELL:
<br />FILL BLK. CELLS WITH 3000 P.S.I.
<br />rGROUT 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 />NOTE:
<br />SECTION BElWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UMESS OPENINGS ARE BElWEEN
<br />THEM.
<br />
<br />I
<br />,
<br />
<br />2
<br />S-2
<br />
<br />\ TYP. sHEARWALL SECTION
<br />I
<br />
<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
<br />FOR PROPER LINTEL HEIGHT,G.C. COORDINATE.
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />SPLICES 25" MIN.
<br />LAP (AC I 530 )
<br />
<br />STD, 90 HOOK
<br />
<br />l
<br />
<br />1'1
<br />
<br />SEE FOUNDATION PLJ\N
<br />FOR LOCATIONS
<br />
<br />,
<br />
<br />I
<br />
<br />", ,.,
<br />
<br />I
<br />
<br />SCALE: N.T.S.
<br />
<br />pr~ECAST "U" LINTEL W/1#5 CO~~T. IN
<br />3000 PSI CONC. @ OPNGS. 6'0" & OVEFt
<br />PREC;\ST "U" LINTEL ALL OPENiNGS
<br />UNDER 6'.0".
<br />
<br />~
<br />
<br />~
<br />
<br />~
<br />~B
<br />
<br />/I
<br />
<br />I
<br />
<br />"
<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/i #5 DIA.
<br />r~EBA.R MiN, LAP 25"
<br />(ACI 530)
<br />
<br />I
<br />
<br />STD. 90 DEGREE
<br />ANGLE 3000 P.S,I.
<br />CONC. Wn #5 DI/\.
<br />REBAR MIN. LAP 25"
<br />(ACI 530)
<br />
<br />"
<br />
<br />:~,
<br />, '.... -, . ,';.I'.'J
<br />I. ' _ . .'" : I
<br />
<br />I
<br />
<br />I
<br />
<br />h
<br />
<br />I
<br />1
<br />
<br />INDICATES FILLED
<br />CELL FROM FTG. TO
<br />BEAM \VITH 1 #5
<br />BAR MIN. LAP 25"
<br />(ACI 530)
<br />
<br />h.:. REBAR BOTH SIDES FOr" :.
<br />
<br />,
<br />
<br />.': ':. OPENINGS 6'-0" OR MOR
<br />
<br />h,:.
<br />
<br />I
<br />
<br />:: '1>: t.
<br />
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<br />LAST PLOT DATE
<br />March 11, 2005
<br />
<br />DETAILS
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