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<br />r,#5 REBAR AT TOP
<br />TYPE DESIGNATiON / MIN. (1) REQD
<br />
<br />[ F = FILLED WITH I-- .<1. '.~ I . '. _ ~:-1/2" CLEAR
<br />GROUT / U = UNFILLED .'~' t.~. J1
<br />R = RECESSED I-- ". .rc.'. ~
<br />rAr-.TITY OF #5 REBA AT I-- ~"":;:~"..:,-
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<br />7-5/8"ACTUAL 7"" PROVIDED 1\ L,r-. TEL
<br />8" NOMINAL WIDll (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 w/
<br />maximum 3/8" aggre~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 filled lintels as required,
<br />3. Installation of lintel must comply with the architectural andlor structural drawings.
<br />4, U-Ltntels are manufactured With 5-1/2" long notches at the ends to accommodate
<br />vertical cell reinforcing and grouting.
<br />5. Alllin',els 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 lin',el 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 composite lintel in lieu of concrete
<br />masonry units.
<br />9, Sa'e load ratings 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 instaJ:ed in exter,or concrete masonry walls shall have
<br />a coating of stucco appl'ed in accordance with ASP\,1 C-926 or other approved
<br />coating.
<br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
<br />loads shoud be checked for combine loading with the following equation:
<br />Appl'ed vertical load Appl,ed horizontal load
<br />+
<br />Safe ver:ical 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 'or unfilled
<br />intels 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 />
<br />2. N .R. = Not Rated.
<br />3. Safe loads are ',otal superimposed allowable load on the section speCified.
<br />
<br />4. Sa'e loads based on grade 40 or grade 60 field rebar.
<br />5. Additional lateral load capa6ty 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 desgner may evaluate concentrated loads from the safe load tables 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 safe load from next lower height.
<br />
<br />9. For lintel lengths not shown, use safe load 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 for grade 40
<br />field added rebar.
<br />Example: 7'-6" Itntel Type 8f32-1B sa'e gravity load = 6472 (15)
<br />
<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 />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 />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 />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 />
<br />___ TYl-YPPFE 8F8-1T
<br />LENGTH ~ 8F8-2T
<br />
<br />2'-10" (34") PRECAST 19n
<br />19n
<br />3'-6" (42") PRECAST 1569
<br />1569
<br />1363
<br />1363
<br />1207
<br />1207
<br />1016
<br />1016
<br />909
<br />929
<br />6'-6" (78") PRECAST 835 (12
<br />835
<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") PRES~RESSED 137
<br />137
<br />24'0" (288") PRESTRESSED 124
<br />124
<br />
<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 />9'4" (112") PRECAST
<br />
<br />106" (126") PRECAST
<br />
<br />11'-4' (136') PRECAST
<br />
<br />12'-0" (144") PRECAST
<br />
<br />~~~
<br />L~~ 8RlJ6
<br />4'-4" (52") PRECAST 1635
<br />4'.6" (54") PRECAST 1494
<br />5'-8" (68") PRECAST 866
<br />5'-10" (70") PRECAST 8:0
<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 8F8-0B
<br />8F8-1B
<br />
<br />2231 3069
<br />3069
<br />2231 ~On9
<br />3069
<br />1966 ?"i61
<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 />NR. N.R
<br />129
<br />
<br />8F12-0B
<br />8F12.1B
<br />460"i
<br />4605
<br />3719
<br />4605
<br />?751
<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 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 ??()<=;
<br />"<':&::1 ,<><.a><.
<br />1<':?<; ?<;&::A
<br />1><.A'< ?<=;&::A
<br />l"A7 ?!'\a,<
<br />1 <;'<':1 ?!'\a,<
<br />1 ':IF;F; 1 'OA"
<br />1 ~,,<': 1 ><..!1&::
<br />, ?<;4 1<':'"
<br />, .-,,,, 1 "",
<br />"n" 14""
<br />""7" 14?"
<br />1 n"" 1 "l?"
<br />1M? 1 ':l?"
<br />"', NR
<br />1'nn ,ql1?
<br />NR NR
<br />1 ?<=;() 17"l"l
<br />NR NR
<br />9'10 1':l?R
<br />NR Nq
<br />7'10 1o:n
<br />Nq Nq
<br />.'i9R R4"
<br />NR NR
<br />.O:;"i0 7R4
<br />NR Nq
<br />4"i0 R"4
<br />
<br />UPLIFT
<br />
<br />8F20-1T
<br />18F20-21
<br />5747
<br /><=;747
<br />4569
<br />4<=;f>q
<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 />8" PRECAST & PRESTRESSED 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 />8F24-1T
<br />8t-24-2 I
<br />70.,4
<br />7m4
<br />5591
<br />.'i"iClI
<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 />i'<R
<br />1609
<br />NR
<br />1282
<br />NR
<br />1114
<br />NR
<br />:047
<br />'iR
<br />884
<br />
<br />8F28-1T
<br />8t-28-2 I
<br />R,?1
<br />R,?1
<br />f)613
<br />f)f>n
<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 (1.;
<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 />8F28-0!3
<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 />NR
<br />1359
<br />'iR
<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 />8F32-1T
<br />10'-"":-":1
<br />Clf)OR
<br />9f)OR
<br />76.,6
<br />7n~R
<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 WI 2"'iECESS 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 'JR. 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 8RF6-1T RRFIO-11 RRFI4-11 8RFl8-1T 8RF22-1T 8RF26-1T 8RF30-1T
<br />LENGTH_______ 8RF6-2T I ><.R1'1 _ ,1.?T 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T
<br />4'-4" (52") PRECAST 905 174R 2635 3522 4409 5296 6183
<br />905 174R 2635 3522 4409 5296 6183
<br />4'-6" (54") PRECAST 867 1 R7<=; 2525 3374 4224 5074 5924
<br />867 1 R7<=; 2525 3374 4224 5074 5924
<br />5'-8" (68") PRECAST 675 1 ':I!'\1 1960 2b1~ 3277 3935 4594
<br />675 1':1()1 1960 2618 3277 3935 4594
<br />5'-10" (70") PRECAST 655 1 ?f;? 1900 Lo,j~ 3176 3815 4453
<br />655 1?f;? 1900 2538 3176 3815 4453
<br />6'-8' (80") PRECAST 570 1 ()1? 16bl 2204 2758 3312 3865
<br />570 10Cl7 1651 2204 2758 3312 3865
<br />7'-6" (90") PRECAST 506 7q7 1462(8) 1952 (7) 2442 161 293116 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 />8F12-1T 8Fl6-1T
<br />~r1L'L I 8Fl6-2T
<br />3173 4460
<br />3173 44R()
<br />2524 3547
<br />?574 3547
<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 (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 110'
<br />5048
<br />5048
<br />3776
<br />3776
<br />2253
<br />2253
<br />
<br />8" PRECAST WI 2" RECESS DOOR U-L1NTELS
<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 />C'v1U
<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 />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 />8RlJ6 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 />l-~. ':1:' .
<br />_'" ,.. .".. . I .. . ....... . I
<br />~ ~ ~ ;: ::; ~ :; =;: = ~"
<br />... .......... I .. . ...... .
<br />.. .. 't ...., ... .
<br />
<br />1
<br />
<br />1
<br />
<br />1
<br />
<br />1
<br />
<br />I
<br />
<br />k ;,
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />TYP. FILLED CELL W/3000
<br />P.S.I. CONC.
<br />W/l #5 REBAR VERT.
<br />
<br />1
<br />
<br />'.
<br />
<br />l-;. ;,
<br />
<br />1
<br />
<br />'. .
<br />..... 'I
<br />.
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />l-;. :
<br />
<br />1
<br />
<br />" .
<br />.... '1
<br />
<br />I: .
<br />
<br />r~" "
<br />
<br />8" C.M.U.
<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" EXPANSION 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 />'.
<br />'... :
<br />
<br />I.:
<br />f.... ~
<br />
<br />'" . ..... . ...... . ...... . ....
<br />...,........,..'.......'.....'~
<br />.............................-
<br />
<br />. . . . ,I
<br />. ..... . ....... . ..... . ...... .
<br />., ..' '.. ' .. 't .... ., J" .... ., I" .., ., ...
<br />... . '...... . ....... . ....... ' ':'..
<br />
<br />I
<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 />BLOCK W/ 1 # 5
<br />BAR & 3000 PSI
<br />GROUT, MIN, 25"
<br />LAP (ACI 530)
<br />
<br />"'.
<br />
<br />=ootl
<br />
<br />,lIIIII
<br />
<br />NON-SHEARWALL SEGMENT
<br />
<br />I. III 111111111111.1
<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 />.~."\..,;,,-'...,
<br />10' ... 't 4" ..
<br />., lI. .
<br />~~.'~ .,.
<br />.. . !j.""
<br />. , .
<br />
<br />FILLED CELL:
<br />FILL BLK. CELLS WITH 3000 P.S,I.
<br />jGROUT Or-..E #5 @ LOCATIOr--.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 DOW,'J RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UMESS OPENI,'JGS ARE BETWEEN
<br />THEM.
<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 />f2\ TYP. SHEARWALL SECTION
<br />~
<br />
<br />SCALE: N,T.S.
<br />
<br />PRECAST "U" LINTEL W/ 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.) ~ ~
<br />-:J4:'~.4.:..,~.':';"11 1I"r' '.:;
<br />,. ~'7~F ~:"J ''7';: ~':r ':":: ..
<br />
<br />"
<br />
<br />I
<br />
<br />r ,.... -
<br />.. . 'Ilo.
<br />- .
<br />I.'
<br />~
<br />
<br />I
<br />
<br />I
<br />
<br />SPLICES 25" MIN.
<br />LAP (ACI 530 )
<br />
<br />~
<br />
<br />10"
<br />lIH 00 I\.
<br />'1 '1
<br />". ':,' II ' ":,~'" "f
<br />......; .:.~' I ~,,~ ,--... . ~
<br />~:-- "'''.. ...,,:-- ~ to, ~."".."
<br />.. . ..".. .. . ..~ .. _' ,"" ,. .' ,! 1" j' ....
<br />
<br />...
<br />...
<br />
<br />~5
<br />
<br />, '..,.... ,. "," .. '..,.... ,'. ..,.... .. . ","" .. .
<br />to;. ~ '-J....:.:..:..:._..~..:. ~ '-J,
<br />~
<br />
<br />I
<br />
<br />I.,
<br />r: ..
<br />
<br />: .. to
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />h
<br />
<br />I
<br />
<br />h,:. REBAR BOTH SIDES FOr.
<br />" ',', OPENINGS 6'-0" OR MOR~, ..
<br />~':: ','.
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />r--ll., .
<br />~r:""..
<br />I
<br />
<br />I
<br />
<br />I.: . .
<br />r~ .. to..
<br />
<br />I
<br />
<br />I
<br />
<br />h
<br />
<br />I
<br />
<br />I
<br />
<br />.'
<br />
<br />" .
<br />
<br />#5 REINF. ~
<br />BAR 1>
<br /><,>
<br />~"
<br />~
<br />rv ':~,~'A:91
<br />
<br />#5 STD. 900 HOOK
<br />
<br />SCALE:l"=l'-O"
<br />
<br />20" MIN. LAP
<br />t t
<br />L#3 OR #4 REINF~RCING BAR
<br />#3 & #4 LAP SPLICE
<br />
<br />25" MIN. LAP
<br />
<br />~~L;'~ ~~;;R~N7B~-VVV-'
<br />#5 LAP SPLICE
<br />~ 36" MIN. LAP ~
<br />1 1
<br />....'- n'i)~.~n9'~"~~S :~~ n9~~,xy'~~~S~~S y- ,
<br />#6 REINFORCING BAR
<br />
<br />#6 LAP SPLICE
<br />
<br />.-
<br />
<br />/ 5" REBAR SPLICE DETAIL
<br />, S-2 SCALE: N.T.S.
<br />
<br />STD. 90 HOOK
<br />
<br />i
<br />
<br />I
<br />
<br />I
<br />I
<br />
<br />I
<br />
<br />TYP. BOND BEAM
<br />8" X 8" x 16" K.O.
<br />LINTEL BLOCK
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<br />INDICATES FILLED
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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 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
<br />FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED
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<br />S-2
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<br />25
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<br />LAST PLOT DATE
<br />March 01, 2005
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<br />DETAILS
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