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<br />BonOM OF Ll~-EL CAVITY
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<br />7.5/8"ACTLAL
<br />8" ~O~IML WDTH
<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" 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 />GEI\ERAL INSTALLATION NOTES
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<br />ROUT
<br />
<br />1, Provide full Mortar head and bed joints,
<br />2, Shore filed lin:els as required,
<br />3, Installaton of lintel must comply with the architectural andlor structural drawings,
<br />4, U-Lintels are manu'actured with 5-112" 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 lin',els 17'-4" and
<br />longer with a nominal height of 8" meet or exceed L/180.
<br />6, Bottom field added rebar:o be located at the bottom of the lintel cavi:y,
<br />7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage,
<br />8. Cast-in-place concre',e may be provided in composite lintel in lieu of concrete
<br />masonry units,
<br />9, Sa:e load ra:ings based on rational design analysis per ACI 318 and ACI 530
<br />10, Product Approvals: Miami Dade COU'lty, F!orida Nos,03-060505 and 03-0605,04,
<br />11, The extenor surface of lintelS installed in exterior concrete masonry walls shall have
<br />a coating of stucco applied in accordance with ASTM C-926 or other approved
<br />coati ng,
<br />12, Lintelsoaded simultaneously wi',h veritcal (gravi:y and uplift) and horizontal (lateral)
<br />loads shoud be checked for combine loading with the following equation:
<br />Applied vertical load Applied horizontal load
<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 minimum 4" bearing, Exception: Safe loads for unfilled
<br />
<br />lin:els must be red"ced by 20% if bearirg length is less than 6-1/2",
<br />
<br />Sa'e loads for all recessed lintels based on 8" nominal bearing,
<br />
<br />2, ~,R, = Not Ra'.ed,
<br />3, ~afe loads are ~otal superimposed allowable load on the section specified.
<br />
<br />4, Safe loads based on grade 40 or grade 60 field rebar,
<br />
<br />5, &dditional latetol load capacity can be obtained by 'he designer by providing
<br />addional reinforced masonry above the precast lintel,
<br />6, One #7 rebarl1ay 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 'l1oment and shear at d-away from the face of support,
<br />8, For composite lin:el heights not shown, use safe ioad 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 n~mber in the parenthesis indicates the percent reduction for grade 40
<br />feld added rebar,
<br />Example: 7'-6" lintel Type 8f32-1B safe gravity 'oad = 6472 (15)
<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 />
<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 />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 />
<br />19'-4" (232") PRESTRESSED
<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 />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 />
<br />11'-4" (136") PRECAST
<br />
<br />12'-0" (144") PRECAST
<br />13'-4" (160") PRECAST
<br />
<br />14'-0" (168") PRECAST
<br />
<br />14'8" (176") PRESTRESSED
<br />
<br />15'4" (184") PRESTRESSED
<br />
<br />17'-4" (208") PRESTRESSED
<br />
<br />19' 4" (232") P'lESTRESSED
<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 />8F8-iT
<br />8F8-2T
<br />
<br />1C17?
<br />1Q7?
<br />1 ,')R9
<br />1 ,')RQ
<br />1 3R3
<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 />418 115
<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 />L~E 8R1./6
<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 30RQ
<br />30RQ
<br />2231 30RQ
<br />::l069
<br />1966 2561
<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, Nfl
<br />165
<br />N.R, Nfl
<br />129
<br />
<br />8F12-0B
<br />8F12-1B
<br />4RO')
<br />4 RO ')
<br />371Q
<br />460')
<br />n')1
<br />460')
<br />2110
<br />4375
<br />14"'8
<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 />Nfl
<br />783
<br />NR
<br />710
<br />NR
<br />548
<br />NR
<br />420
<br />NR
<br />340
<br />N'l
<br />315
<br />Nfl
<br />250
<br />
<br />GRAVITY
<br />
<br />8F16-0B 8F20-0B
<br />8Fl6-1B 8F20-1B
<br />
<br />6113
<br />6113
<br />'>16.,
<br />6113
<br />3R2C'l
<br />6113
<br />2931
<br />6113
<br />1999
<br />5365
<br />1631
<br />4360
<br />3480
<br />3480
<br />2632
<br />..,<=:<=:1
<br />1R?<=;
<br />1R43
<br />1?47
<br />1<=;,.'
<br />1<""
<br />1<""
<br />1?<;L1
<br />1?<;L1
<br />1 n7<;
<br />'n7<;
<br />1nn?
<br />1nn?
<br />NR
<br />n7n
<br />NR
<br />1?')C'l
<br />NR
<br />Q<=;O
<br />NR
<br />7'>0
<br />NR
<br />598
<br />NR
<br />,,<=;o
<br />"R
<br />4')0
<br />
<br />UPLIFT
<br />
<br />8F20-lT
<br />18F20-2
<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 (12
<br />732
<br />446 III
<br />616
<br />393 111
<br />531
<br />378 (11
<br />508
<br />341 (10
<br />450
<br />
<br />7547
<br />7547
<br />6607
<br />7547
<br />4890
<br />7')47
<br />3753
<br />7547(7)
<br />2560
<br />7547(36)
<br />2090
<br />7168 (45)
<br />3031
<br />5381
<br />"'')1'\<';
<br />':>QOQ
<br />?<=;R4
<br />?<=;Rl1
<br />')I'\Q'::I
<br />?/JQ.,
<br />1Ril"
<br />1Rl1R
<br />H~RL1
<br />1RRL1
<br />, ,I~Q
<br />, ,\~Q
<br />1<?"
<br />n~"
<br />NR
<br />, an')
<br />NR
<br />17<.
<br />\lR
<br />1.')R
<br />NR
<br />1n.<7
<br />Nfl
<br />R45
<br />'Jfl
<br />7ilL1
<br />Nfl
<br />R<;L1
<br />
<br />8" PRECAST & PRESTRESSED U-Ll~TELS
<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 />8F24-2T
<br />
<br />7034
<br />7034
<br />5591
<br />5591
<br />4853
<br />4853
<br />4292
<br />4?Q?
<br />3607
<br />3607
<br />32Q5
<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 />NR
<br />1609
<br />NR
<br />1282
<br />Nfl
<br />1114
<br />NR
<br />1047
<br />NR
<br />884
<br />
<br />8F28-lT
<br />8F28-2T
<br />R.?1
<br />R.?1
<br />6613
<br />6613
<br /><=;740
<br />574C'l
<br />5077
<br />')077
<br />4265
<br />4265
<br />3897
<br />3897
<br />3498
<br />3498
<br />3039 (10
<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 (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 />8F28-0B
<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 />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 />118C'lQ
<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 />8F32-1 T
<br />8t-32-21
<br />QR/JR
<br />QR/JR
<br />7R."'6
<br />7R3Fi
<br />RFi?7
<br />FiFi27
<br />5861
<br />"'861
<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 115 260 452 152
<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-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 />(11
<br />(13) N.R,
<br />(11)
<br />(13 N.R,
<br />(10)
<br />(13) N.R, 91
<br />
<br />8RF26-0B
<br />8RF26,lB
<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 C'l-1T RRF14-1T 8RF18-lT 8RF22.lT 8RF26-lT 8RF30-lT
<br />LENGTH _______ 8RF6-2T ,~~, ^ ~T' nn~' d..'JT 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T
<br />4'4" (52") PRECAST 905 17l1R 2635 3522 4409 5296 6183
<br />905 174R 2635 3522 4409 5296 6183
<br />4'-6" (54") PRECAST 867 1 Fi7,) 2525 :;374 4224 5074 5924
<br />867 1 Fi7,) 2525 3374 4224 5074 5924
<br />5'8" (68") PRECAST 675 1 ::lC'l1 1960 2611:S 3277 3935 4594
<br />675 1::lC'l1 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 C'l1? 1651 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 1640 (15 1980 (15 2322 (16
<br />395 589 1135 1514 1893 2272 2652
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIO~S FOR
<br />GR40 FIELD ADDED REBAR. SEE NOTE NO, 4
<br />
<br />8F12.lT 8F16-lT
<br />tlF12-:.lT 8F1o-2T
<br />::l17::l 44FiO
<br />317::1 44FiO
<br />2524 ::l-"47
<br />25?4 ::l-"47
<br />219? 3079
<br />219? 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 (llJ)
<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 />8RFl8-1B
<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-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 />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 />8RU6 8RF6 REINF,
<br />C~U.
<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.1.
<br />CONC. W/l #5 REBAR CONT.
<br />r USP SPT4 W/(6) -10d X 11/2
<br />
<br />G.t.,..... ";1=' ..... ,',
<br />;::; :::; ;;: :::; =. :::; ;;: =- ':I'
<br />
<br />... .... ....... . I , . ...." .
<br />.. ~, .., .... .
<br />
<br />
<br />I I~:: :
<br />lit
<br />I
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />I
<br />
<br />TYP. FILLED CELL W/3000
<br />P,S,I, CONe.
<br />W/l #5 REBAR VERT.
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />~
<br />
<br />~
<br />
<br />STD. 90 HOOK
<br />
<br />~ SEE FOOTiNG DETAiL
<br />TYP. MONO. FTG.
<br />
<br />'/
<br />,.
<br />
<br />SEE FOUND/\TiON PLAN
<br />FOR LOCATiONS ,.
<br />
<br />I
<br />
<br />01
<br />
<br />'.
<br />'. .
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />TYP. BOND BEft,M
<br />8" x 8" x 16" K.O,
<br />LINTEL BLOCK
<br />FILL W/3000 P,S.I.
<br />CONC. Wll #5 DIA_
<br />REBAR MIN. LAP 25"
<br />(ACI 530)
<br />
<br />I
<br />
<br />STD. 90 DEGREE
<br />ANGLE .3000 P.S,I.
<br />CONC. W/i #5 D!A,
<br />RE8AF~ MIN. LAP 25"
<br />(ACI 530)
<br />
<br />INDICATES F1LLED
<br />CELL FROM FTG, TO
<br />BEAM WITH 1 #5
<br />BAR MIN, LAP 25"
<br />(AC! 530)
<br />
<br />I
<br />
<br />~;. ;,
<br />
<br />I
<br />I
<br />
<br />I
<br />I
<br />
<br />8" x 8" x 16"
<br />C.M,U.
<br />
<br />~
<br />
<br />I
<br />
<br />'. .
<br />. ~ lo. .._
<br />
<br />I
<br />I
<br />
<br />TYP, DOVv'EL 25"
<br />MIN. LAP (ACt 530)
<br />
<br />I
<br />
<br />II:' .
<br />
<br />8" C.M.U.
<br />
<br />~~. ,.... ..... ..... .... "'" ,.... "'" ..... ..... ..... ....' ...., "'" "'., "'. "'., ,.... ,.... '....i
<br />
<br />,'I J. '" lo., ' J." "'.. ' j" "'.. J" "'.. ' ~.. ..... ~ .." ..... 'I' .." ..... .. .." .... .. " '.... ,,'I...." 4" .... " d" "... .. ~" ..... .. 4.' 10... ., J l o.~ J." 0... " A" "'.. ' A 'f "'.. ,. ,I"
<br />..... .. ., Ilo." .. . ." "'c=;5::;... . '. lo., . .~ 10." . ',. "'.. . .~ 11... . '" "'... ..~ ... . '" "'.. . .,..... . " It." . ., l.,. . ',....C:::::::;: ... .. ',,,,~ . '" 10.... . ." Io.~ .
<br />, , ." -, , ." '\1" ." -, " ." t .. ." t " ." " " t '. " ,. t -, " , . -, " ~ ... " ,. ." " ~ . t " .. , " ~ " ," " ... ." -, .. . " -, ... ." 't" ." , , ."
<br />
<br />r:" ..-
<br />
<br />~
<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" EXPA~SION ANCHORS OR
<br />(6) 3" X 1/4" TAPCONS
<br />(8) 2 7/8" HILTI TIX-DNI NAILS
<br />
<br />I
<br />
<br />11.:
<br />If:.
<br />
<br />I
<br />
<br />I
<br />
<br />'.
<br />"lo. :
<br />
<br />I
<br />
<br />11.:
<br />f~.
<br />
<br />~ . ...lo....... ." lo.~ ~ . ~ lo.~ ... . ""
<br />.. ' ~: :; , ~.' :; , ~.' :; , ~
<br />~ ... ... ... ... ..... . lo.... ,
<br />
<br />. . . . ;~
<br />. ....... . ..... " ....... . lo..... .
<br />II' ~' lo... ' ~' ..... ' ~' ~.. .. ~' lo.... ..
<br />.. . . '" lo., . . ... lo... . . ~... ' .......
<br />
<br />-
<br />
<br />FRAME (EXT./BRG./SHEAR) WALL
<br />\ TO MASONRY CONNECTION DETAIL
<br />
<br />I
<br />
<br />,
<br />\
<br />
<br />3
<br />5-2
<br />
<br />SCALE: N.T.S.
<br />
<br />-
<br />
<br />===:=
<br />
<br />. ;JII]] LmII
<br />;.;..
<br />,. NON-SHEARWALL SEGMENT
<br />
<br />.. j.,,'.
<br />LINTEL BEAM: 0:;:
<br />1 COURSE LINTEL .:.,
<br />BLOCK W/ 1 # 5 .
<br />BAR & 3000 PSI
<br />GROUT, MIN. 25"
<br />LAP (ACI 530)
<br />
<br />i :' .
<br />
<br />.11111111111111111111."
<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 Wl.4XW1,~ WWF \
<br />
<br />FI LLED CELL:
<br />FILL BLK. CELLS WITH 3000 P.S,I.
<br />jGROUT ONE #5 @ LOCATIOr--.S SHOWN
<br />ON THE FOUNDATION PLAN
<br />A~D FLOOR PLAN.
<br />MIN. LAP 25" (ACI 530)
<br />
<br />TOP_OF SLA_B-$
<br />
<br />NOTE:
<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BETWEEN
<br />THEM.
<br />
<br />+---
<br />
<br />.~,\...:.,'. .
<br />
<br />-, ".." ,,' ..
<br />',!l. .
<br />~.. ':,tt::t:.. ~"
<br />
<br />"," 100.
<br />
<br />I
<br />,
<br />
<br />-
<br />
<br />2 '\ TYP. SHEARWALL SECTION
<br />S-V SCALE: N.T.S.
<br />
<br />-
<br />
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<br />SPLICES 25" MiN.
<br />LAP (ACI 530 )
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<br />10"
<br />HOOK
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<br />I 5"\ REBAR SPLICE DETAIL
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<br />--
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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 MINIMUM DEPTH REQUIRED
<br />FOR THE DESIGN LOADS. THE DEPTH MAY BE iNCREASED IF REQUIRED
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<br />SHEET NO.
<br />
<br />S-2
<br />
<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 10, 2005
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