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<br />r~5 REBAR AT TOP
<br />TYPE DESIGNATION / MIN. (1) REQD
<br />
<br />r F = FILLED WITH r- .<1. ',~ r . '. Jl-1/2" CLEAR
<br />GROUT / U = UNFILLED - , , " f. ' " -
<br />R = RECESSED - . '. . {5. .
<br />rANTITY OF #5 REBA AT - ~"':~" :...:~.-
<br />TTOM OF LINTEL CA ITY I- _ . ' " _. ' " _
<br />::r: ".' '.., ..
<br />~ -'':<I~' ,':.; -~CMU
<br />....J W .. .. '.., . .
<br />:3::r: - .. ~ ..' '..... ..' -
<br />I- <i -. '. . '. >" . -
<br />8 F 16-1 B /1 T ; ~ ::'~:':"~ ,.::,~
<br />NOMI'\.J J J ~ ~ ~/l:'~'~j"
<br />WIDTH '. ~:,
<br />NOMINAL HEI OUM.-ITY OF 5 ..' , '
<br />REBAR AT TOP '. .
<br />
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<br />OF LINTEL CAVITY
<br />
<br />\ BOTTOM REIIo,FORCIIo,
<br />7-5/8"ACTUAL ,- PROVIDED Ir-. liNTEL
<br />8' NOMINAL WIDT (VARIES)
<br />
<br />o
<br />
<br />r-
<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 str.and 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. Ins~allalion of lintel mwst comply with the architectural and/or st~uctural drawings.
<br />4. U-Untels are manufactured with 5-1/2" long notches at the ends to accommodate
<br />vertical cell reinforcing and grouting,
<br />5. Alll.n',els meet or exceed L/360 vertical deflection, except lintels 17'-4" and
<br />longer with a nominal heigrt of 8" meet or exceed L/180,
<br />6, Bottom fie'd added rebar to be located at the bottom of the lintei cavity,
<br />7, 7/32" diameter wire strrups are welded to the bottom steel for mechan!cal anchorage,
<br />8, Cast-!n-place concrete may be provided in composite lintel in lieu of concrete
<br />masonry units.
<br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
<br />10, Product Approvais: Miami Dade County, Florida Nos.03-0605,05 and 03-0605,04.
<br />11, Tre exter:or surface of lin',els installed in exterior concrete masonry walls shall have
<br />a coating of stucco applied in accordance wth ASTM C-926 or other approved
<br />coating,
<br />12, L!ntels loaded simultaneous!y with veritcal (gravity and upl:ft) and horizon~al (lateral)
<br />loads shoud be checked for cOf'lbine loading with the following eqJation:
<br />Appled vertical load Applied horizontaload
<br />+
<br />Safe vertical load
<br />
<br />SAFE LOAD TABLE NOTES
<br />
<br />Safe horizontal load
<br />
<br />< 1.0
<br />
<br />1. All values based on mln,mum 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 ioads for all recessed I!ntels based on 8" nominal bearing.
<br />2. N.R. = Not Rated.
<br />3. Safe loads are total superimposed allowab:e load on the section spec fed.
<br />
<br />4, Safe loads based on grade 40 or grade 60 field rebar.
<br />5, Additonal lateral load capacity can be obtained by the desgner by prOViding
<br />addional reinfo~ced masonry above the precast lintel.
<br />6, One #7 rebar may be substituted for two #5 rebars In 8" lintels only,
<br />7. The designer 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 tre next longest leng'''l srown.
<br />10. Ail safe loads in units of pounds per linear foot.
<br />11. All safe loads based on simply support span,
<br />12. Tre number in the parenthesis indicates the percent reduction for grade 40
<br />field added ~ebar,
<br />Example: 7'-6" lintel Type 8f32-1B safe gravityoad = 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 />____ 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 />
<br />12'-0" (144") PRECAST
<br />
<br />13'4" (160") PRECAST
<br />14'-0" (168") PRECAST
<br />14'-8" (176") PRESTRESSED
<br />
<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 NR
<br />
<br />24'-0" (288") PRESTRESSED N.R,
<br />
<br />~~~
<br />
<br />_____ TYPF 8F8-lT
<br />LE~GTH ~ 8F8-2T
<br />
<br />2-10" (34") PRECAST 19n
<br />1972
<br />3'-6" (42") PRECAST 1569
<br />1569
<br />1363
<br />1363
<br />1207
<br />1207
<br />1016
<br />1016
<br />5'-10" (70") PRECAST 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") PRESTRESSED 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 />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 />L~ 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 />7'-6' (90") PRECAST 669
<br />9'-8" (116")PRECAST 411
<br />
<br />8" PRECAST & PRESTClESSED U-LlNTELS
<br />
<br />8U8 8F8-0B
<br />8F8-1B
<br />2231 3069
<br />3069
<br />2231 3069
<br />3069
<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 />8F12-0B
<br />8F12-1B
<br />4605
<br />4605
<br />3719
<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 />8F16-03 8F20-0B
<br />8F16-18 8F20-1B
<br />6113 7547
<br />6113 7547
<br />5163 6607
<br />6113 7547
<br />3820 4890
<br />6113 7'147
<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 ??Ilr:;
<br />?RR1,RQR
<br />1Fi?r:; ?r:;RLl.
<br />1 R4.' ?<=;R4
<br />1?117 ?()Q,
<br />1 r:;,_" ?()Q,
<br />1'<"" ,,,I."
<br />1 ,<"" 1 R4Fi
<br />1 ?"4 '''''4
<br />1?"4 '''''4
<br />'n7" 14?"
<br />,n7" 14?"
<br />1nn? 1 '<?"
<br />1 nel? 1 '<?"
<br />~~ NR
<br />1'<7n " q()?
<br />NR .~~
<br />1 ?'i0 17.'<.<
<br />~~ N~
<br />Qr:;() 1 ,<?R
<br />N~ N~
<br />7r:;n ,n:H
<br />NR NR
<br />598 -"4."
<br />NR NR
<br />550 7-"4
<br />~~ NR
<br />4'i() 654
<br />
<br />UPLIFT
<br />
<br />8F20-lT
<br />~rLU-L I
<br />.5747
<br />5747
<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 (1L;
<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-lT
<br />tirL4-L I
<br />70:14
<br />7034
<br />'i'iCl1
<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 (1L,
<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 />
<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-lT
<br />~rL~L I
<br />R"l?1
<br />8321
<br />FiFin
<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 (lj
<br />1562 (14
<br />754 (1L
<br />1268 (14
<br />646 (12
<br />1057 (14
<br />567 (ll
<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 />103Cl4
<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 />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 />8F32-lT
<br />~rJL-L I
<br />ClROR
<br />9608
<br />7Fi'\R
<br />7Fi36
<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 (11 42
<br />1046 (13 N.R. 125 .
<br />629 (11) N' R 116 39
<br />997 (lJ,'. .
<br />566 (10) 33
<br />875 (13 N.R. 91
<br />
<br />8" PRECAST W/ 2" RECESS DOOR U-LlNTELS
<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 RRF10-1 RRF14-1T 8RF18-lT 8RF22-lT 8RF26-lT 8RF30-lT
<br />LENGTH ________ 8RF6-2T 8RF1 o-nl RRF14-n 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T
<br />4'-4" (52") PRECAST 905 1711R 2635 3022 4409 5296 6183
<br />905 174R 2635 3522 4409 5296 6183
<br />4-6' (54") PRECAST 867 1 R7.<=; 2525 3374 11224 5074 5924
<br />867 1 Fi7'i 2525 3374 4224 5074 5924
<br />5'-8" (68") PRECAST 675 1.,n1 1960 2618 3277 3935 4594
<br />675 1'\01 1960 2618 3277 3935 4594
<br />5'-10" (70") PRECAST 655 1 ?Fi? 1900 2038 3176 3815 4453
<br />655 1 ?Fi? 1900 2538 3176 3815 4453
<br />6'-8" (80") PRECAST 570 1 n1? 1601 2204 2758 3312 3865
<br />570 1 nQ7 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 1640115 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 />N,R.
<br />
<br />N,R.
<br />
<br />N,R.
<br />
<br />8F12-1 T 8F16-1 T
<br />~r1~-L ~rlb-L I
<br />3173 4460
<br />3173 4460
<br />?5?4 3547
<br />2524 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 />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 />6639110\
<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 />8RF22-1B
<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 />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 />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.1.
<br />CONC. W/1 #5 REBAR CONT.
<br />r USP SPT4 W/(6) - 10d X 11/2
<br />
<br />G.II:.'..... "~I:' ....' .',
<br />;:; =; ;;: ~ ;;; ::; ~ =- :J~
<br />
<br />". ". ....' . I ,. . '.." .
<br />. -, .." .... .
<br />
<br />
<br />I 1 h, ;,
<br />01
<br />I
<br />01
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />I
<br />
<br />'.
<br />'". ~
<br />
<br />TYP. FILLED CELL W/3000
<br />P.S.I. CONC.
<br />W/1 #5 REBAR VERT.
<br />
<br />1-;, :
<br />
<br />I
<br />
<br />'. .
<br />.... "t
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />11.: :
<br />If: ..
<br />
<br />01
<br />
<br />I
<br />
<br />'.
<br />..
<br />
<br />I.-
<br />r~' ..
<br />
<br />8" C.M.U.
<br />
<br />II
<br />
<br />I
<br />
<br />'.
<br />f.... .. ~
<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 />II,:
<br />f..
<br />
<br />01
<br />
<br />I
<br />
<br />'.
<br />'..
<br />
<br />11.:
<br />r:.. :
<br />
<br />,.' . "'.. , ." "" , ."." , . ....
<br />" .. ~.. "" .. .." "" ' .." ., , ~' I
<br />..., . "'" . '" "" . '.. '" C:::=:
<br />
<br />. . . . ',1
<br />. "", . """ , ....' . """ .
<br />, .. .. ,
<br />".. '..' ~ '..'.. ',,' ~ ",,"...
<br />" . """ . '" "" ' '.. "" . '..."
<br />
<br />I
<br />\
<br />
<br />3
<br />5-2
<br />
<br />FRAME (EXT./BRG./SHEAR) WALL
<br />\ TO MASONRY CONNECTION DETAIL
<br />
<br />I
<br />
<br />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 />--..nJlIIl
<br />
<br />OJJJI
<br />
<br />NON-SHEARWALL SEGMENT
<br />
<br />I. 1111111111111111.1
<br />
<br />: ~ >,
<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.~ WWF \
<br />
<br />FI LLED CELL:
<br />FILL BLK. CELLS WITH 3000 P.S.I.
<br />rGROUT ONE #5 @ LOCATIONS SHOWN
<br />ON THE FOU~DATION PLAN
<br />AND FLOOR PLAN.
<br />MIN. LAP 25" (ACI 530)
<br />
<br />TOP_OF SLA_B -$
<br />
<br />:,
<br />
<br />: ~ ".
<br />
<br />... --
<br />
<br />,~''--',;,. ,
<br />1 ~.. ~ ~ 1 ..
<br />'..t, .
<br />',. I.-=E=_ ~..
<br />
<br />9 . ~ lo.
<br />
<br />NOTE:
<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BETWEEN
<br />THEM.
<br />
<br />f2\ TYP. SHEARWALL SECTION
<br />~
<br />
<br />SCALE: N.T.S.
<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.) \i] ~
<br />I '-._ . :.t. 'J.r" .';::,;': .#::== '~.:,II ,:,_ ":;
<br />
<br />_ . 10.. .. .. _" .........'., 10._,
<br />.. ~ ~ .........."....
<br />
<br />t~ .:: ,:,"./: ,:,".': <,".': <,"..: <,"~: : ':
<br />
<br />~ ...~-----~......-.---
<br />
<br />I
<br />
<br />SPLICES 25" MIN.
<br />10"
<br />LAP (ACI 530 )
<br />n [,HOOK"
<br />II 1 1
<br />.~:== ~.:;,:J ~~~ ';';':~ ;.. ~. ~ ~ ,
<br />
<br />- , :- . ,"] . .' ,..- . .,\Ioll. .. j" 10..
<br />
<br />~DI I
<br />/1
<br />
<br />~;.
<br />
<br />~~
<br />
<br />I
<br />
<br />II
<br />
<br />" -"
<br />~,
<br />l.,.. . .... .11 ,~
<br />L II.'
<br />
<br />h ':. REBAR BOTH SIDES FOr
<br />" ':. OPENINGS 6'0" OR MOR~. n
<br />~.: '.
<br />
<br />11>. '? 10_
<br />
<br />II
<br />
<br />h '
<br />_ '\l'._
<br />: .. . ~
<br />
<br />I
<br />
<br />/11
<br />
<br />" .
<br />
<br />I
<br />
<br />~.: ':.:
<br />
<br />II
<br />
<br />I
<br />
<br />II
<br />
<br />h" .
<br />. .
<br />. .
<br />
<br />"
<br />
<br />'.. .:' I
<br />
<br />I
<br />
<br />~.; ....
<br />. .:.1
<br />~.; ..
<br />
<br />'. .
<br />
<br />II
<br />
<br />II
<br />
<br />V:.,
<br />
<br />!
<br />
<br />!
<br />
<br />II
<br />
<br />'. .
<br />
<br />"
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />
<br />E~
<br />
<br />I
<br />
<br />I
<br />
<br />II
<br />
<br />'.
<br />
<br />-
<br />
<br />I 5
<br />, 5-2
<br />
<br />#5 REINF. ~
<br />BAR ~
<br />-<->
<br />.......<9,.
<br />~
<br />rUH:~~~ ~l
<br />
<br />#5 STD. 900 HOOK
<br />
<br />SCALE:1"=1'-0"
<br />
<br />20" MIN. LAP
<br />l' t
<br />
<br />L#3 OR #4 REINF~RCING BAR
<br />
<br />#3 & #4 LAP SPLICE
<br />
<br />25" MIN. LAP
<br />
<br />'^"' ..1. .)i'N .'22S. 7^~^-^ ..'\12',. ;;<;;!il< W2' ~-~..
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<br />#5 LAP SPLICE
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<br />36" MIN. LAP
<br />1v 1l.o
<br />. ...~ l~~lW~S~~S ~~~ :~~:xY.~~',~~s v-.
<br />#6 REINFORCING BAR
<br />#6 LAP SPLICE
<br />
<br />,REBAR SPLICE DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />STD. 90 HOOK
<br />
<br />..~ :1
<br />
<br />I
<br />
<br />II
<br />
<br />I
<br />
<br />II
<br />II
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<br />II
<br />
<br />I
<br />
<br />II
<br />II
<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.1.
<br />CONC. W/1 #5 DIA.
<br />REBAR MIN. LAP 25"
<br />(ACI 530)
<br />
<br />1-1 I I II III
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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
<br />FOR PROPER LINTEL HEIGHT,G.C. COORDINATE.
<br />
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<br />STD. 90 DEGREE
<br />ANGLE 3000 P.S.I.
<br />CONC. Wl1 #5 DIA.
<br />REBAR MIN. LAP 25"
<br />(ACI 530)
<br />
<br />INDICATES FILLED
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<br />S-2
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<br />22
<br />
<br />LAST PLOT DATE
<br />May 09, 2005
<br />
<br />DETAILS
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