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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 />GENERAL INSTALLATION NOTES
<br />
<br />ROeT
<br />
<br />1 Provide full mortar head and bed joints.
<br />2. Shore filled lintels as required.
<br />3. Installation of lintel rT'ust comply with the architectural and/or structural drawings.
<br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accomrT'odate
<br />vertical cell reinforcing and grouting.
<br />5. All lintels meet or exceed L/360 vertical deflection. except Intels 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 lintel cavity.
<br />7. 7/32" diameter wire stirrups are welded to ',he bottom steel for mechanical anchorage.
<br />8. Cast.ln-place concre',e may be provided in compos:te 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 Approvals: Miami Dade County. Florida Nos.03-0605.05 and 03-0605.04.
<br />11. The exterior surface of lintels installed In extenor concrete masonry walls shall have
<br />a coating of stucco applied in accordance with ASTM C-926 or other approved
<br />coating.
<br />12. Lintels loaded simultaneous'y with verltcal (gravity and uplift) and horizontal (lateral)
<br />loads shoud be checked for combine ioading with the following equation:
<br />Appled 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 />lintels must be reduced by 20% If bea'ing length Is less than 6-1/2".
<br />
<br />Sa~e loads for all recessed linteis based on 8" nominal bearing.
<br />
<br />2 N.R. = Not Rated.
<br />3. \afe loodl are lotalluperimpased allowable load on the section specified.
<br />
<br />4. Safe loads based on grade 40 or grade 60 field rebar.
<br />
<br />5. 6dditionol lateral load copo<ity con 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 leng',hs 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 spar'!.
<br />12. The number in the paren',hesis indicates the pe'cent reduction for grade 40
<br />fieid added rebar.
<br />Exampie: 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 />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 N.R.
<br />
<br />17'-4" (208") PRESTRESSED
<br />19'-4" (232") PRESTRESSED
<br />21'-4" (256") PRESTRESSED
<br />
<br />22'-0" (264") PRESTRESSED
<br />
<br />24'-0" (288") PRESTRESSED
<br />
<br />~~~
<br />
<br />_____ TYPF: 8F8-lT
<br />LENGTH ~ 8F8-2T
<br />
<br />2'.10' (34") PRECAST 197')
<br />1972
<br />3'-6" (42") PRECAST 1569
<br />1569
<br />4'-0" (48") PRECAST 1363
<br />1363
<br />4'-6" (54") PRECAST 1207
<br />1207
<br />1016
<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") PRES:-RESSED 187
<br />192
<br />19'4" (232") PRESTRESSED 162
<br />166
<br />21' 4' (256") PRESnESSED 142
<br />142
<br />220" (264") PRESTRESSED 137
<br />137
<br />24'0' (288") PRESTRESSED 124
<br />124
<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 />~ 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 & PRESTRESSED U-LlNTELS
<br />
<br />8U8 8F8-0B
<br />8F8-18
<br />2231 ::\Of;Cl
<br />::\069
<br />2231 ::\Of>Cl
<br />3069
<br />1966 ?561
<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 />'<R
<br />315
<br />NR
<br />250
<br />
<br />GRAVITY
<br />
<br />8F16-0B 8F20-0B
<br />8F16-1B 8F2D-1B
<br />6113 7547
<br />6113 7547
<br />5163 6607
<br />6113 7547
<br />3820 4890
<br />6113 7"-47
<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 ')')1"\1:;
<br />,)1:;&;1 "'-QQQ
<br />1R?'i ')1:;&;,1
<br />1Q,1"'- ')1:;&;,1
<br />1"",7 ')I"\Q",-
<br />11:;'<'< ?I"\Q,<
<br />""'''' ",-,,,
<br />'"'''' 1Q4&;
<br />,~o;A '''".
<br />,')I;A ,,,,,_
<br />1Ino; 'A~"
<br />'''70; 1A~"
<br />,"n~ ,.,~"
<br />,()()? '''?"
<br />"', NR
<br />'''7n 1 an?
<br />NR JC>
<br />1 ?'iO I r:n
<br />fJC> JC>
<br />q,,-O ,,,?I:;
<br />fJC> JC>
<br />7"-0 '''''7
<br />fJC> NR
<br />'iqR ><41;
<br />"c> JC>
<br />"-'iO 7"4
<br />'<R NR
<br />4"-0 "1;4
<br />
<br />UPLIFT
<br />
<br />8F2D-lT
<br />8F2lJ-2T
<br />"-747
<br />"-747
<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 (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 />8RF6-08
<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 />8F24.21
<br />70.,4
<br />70::\4
<br />55Cl1
<br />5591
<br />485::\
<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 />R054
<br />8974
<br />59f>1
<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 />'<R
<br />1114
<br />'<R
<br />1047
<br />NR
<br />884
<br />
<br />8F28-0B
<br />8F28-1B
<br />10394
<br />10::lCl4
<br />Cl"i02
<br />10394
<br />70::\4
<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 />4 705 (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 />~R
<br />1399
<br />'<R
<br />1222
<br />
<br />LATERAL
<br />
<br />8F28-lT
<br />8F28-2T
<br />P,,?1
<br />P,,?1
<br />6613
<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 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 />491 110
<br />756 (12
<br />
<br />8F32-lT
<br />8F32-2T
<br />qf>OR
<br />qf>OR
<br />76:~6
<br />7636
<br />6627
<br />6627
<br />5861
<br />.'iRFi1
<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 (11) N R 1~6 39
<br />997 (13 . .. -
<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) ~.R.
<br />(14)
<br />(12) N.R.
<br />(14)
<br />(12)
<br />(14 N.R.
<br />(11
<br />(13 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 l'lR"11l-1 RR"14-1T 8RFl8-lT 8RF22.lT 8RF26-lT 8RF30-lT
<br />LENGTH _______ 8RF6-2T RR"1 o-nl Or>C1 ..,T 8RF18-2T 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 Fi7" 2525 3374 4224 5074 5924
<br />867 1675 2525 3374 4224 5074 5924
<br />5'~8" (68") PRECAST 675 1::\01 1960 L618 3277 3935 4594
<br />675 1::\01 1960 2618 3277 3935 4594
<br />5'-10" (70") PRECAST 655 1 ?R? 1900 2538 3176 3815 4453
<br />655 1 ?&;') 1900 2538 3176 3815 4453
<br />6'-8' (80") PRECAST 570 101') 1651 2204 2758 3312 3865
<br />570 1 n07 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 PERCE:-.JT REDUCTIO~S FOR
<br />GR40 FIELD ADDED REBAR. SEE ~OTE 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 />NR.
<br />
<br />NR
<br />
<br />8F12.lT 8Fl6-lT
<br />8F12-2T 8F16.2T
<br />
<br />::\1 B 4460
<br />3173 L!4!;O
<br />2524 3547
<br />2524 ::\547
<br />2192 ::\07Cl
<br />2192 307Cl
<br />1940 2724
<br />lCl4n ?724
<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 />8RF14-18
<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 />8RF18-18
<br />4349
<br />6639
<br />3968
<br />6639
<br />2277
<br />6389
<br />2124
<br />6639 (101
<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 />125 42
<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 />CMU'
<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 />TYP. TIE BEAM W/3000 P.S.I.
<br />r CONC. W/l #5 REBAR CONT.
<br />I r USP SPT4 W/(6) -10d X 11/2
<br />
<br />l'. 'J' .
<br />... ..-. ..... , I .. , ..... .
<br />.;:; :; ;: =; ~ ~ ;:;: - ':I'
<br />.., " ...... , I .. , ....' .
<br />... .., .., .... .
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />~
<br />
<br />I
<br />
<br />-.
<br />'. ,
<br />
<br />TYP. FILLED CELL W/3000
<br />P.S.I. CONC.
<br />W/l #5 REBAR VERT.
<br />
<br />SPliCES 2.5" MIN.
<br />LAP (AC I 530 )
<br />
<br />STD. 90 HOOK
<br />
<br />~SEE FOOTiNG_.DETAiL
<br />TYP, MONO. i- rG.
<br />
<br />J
<br />
<br />SEE FOUNDAT:O~~ PLAN J
<br />FOR [_OCArONS
<br />
<br />.
<br />. ,
<br />
<br />II
<br />
<br />I
<br />
<br />-. .
<br />.... ...
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />TYP. BOND BEAM
<br />8" X 8" X J.6" K.O.
<br />LINTEL BLOCK
<br />FILL W/3000 r.s.l.
<br />CONC. W/l #5 D!A.
<br />REBAR Mi.N. LAP 25;'
<br />(ACI 530)
<br />
<br />STD, 90 DEGREE
<br />ANGLE 30DO P.S.I.
<br />CONC. WIl #5 D!A.
<br />REBAR MIN. LAP 25"
<br />(ACI 530)
<br />
<br />INDICATES FILLED
<br />CELL FROM FTG. TO
<br />BEAM WITH 1 #5
<br />BAR MIN. LAP 25;'
<br />(ACI 530)
<br />
<br />I
<br />I
<br />
<br />8" X 8" X .16"
<br />C.M.U.
<br />
<br />I~';, ;,
<br />
<br />I
<br />
<br />I
<br />
<br />-.
<br />'..
<br />
<br />I
<br />I
<br />
<br />TYP. DOWEL 25"
<br />MI~J. LAP (/\CI 530)
<br />
<br />I: .
<br />Ir: .
<br />
<br />8" C.M.U.
<br />
<br />~i ''''.. "'., "'., .... ....' ...... "'., "'" "'., "'., "',. "'" ...... ,..... "', .'.... "',. ,..... .....i
<br />.. .. ,," 1>, 'I J," 1>.. 'I ,," '".. .."~.. "II J1" .... 'lI J1' II.. "lI .l '" to... "II i 'I ", .. .J' ", l l ".. ,. 1." ".. " A'I 10.. .. J" 10... ' ,,'I ,,~ ' J 'I Il.~ 'l: J"lI .... 'I ,,'9 1>... 'I .I. 't 1>.. 'I J, .
<br />.. !l., . '.. 11., . . ..... c:::::::;:;... . ., l>.. . '.. 1>.. . ''''.. . '.. "', . '.. to... -"'C=::;:: , . '.. to" ' ....... . <.. to... . 0..".. ' '''''" C:::::::; .. . '.. k.". . '.. lI.,. . '.. lI.... .
<br />.. to ,~ 'f to . l '\. "... .,. 't " ." "I '" . , " to , , ~ to ," ~ , , '" ~ .. ... ~ ... ... , .. . "I ,. ... ... t ~ ... t " . "I , ,. ~.. .. to ,.. \",. f" .. , .,. \" .. .,.
<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" EXPANSION ANCHORS OR
<br />(6) 3" X 1/4" TAPCONS
<br />(8) 2 7/8" HIL TI TIX-DNI NAILS
<br />
<br />t:
<br />Ir~.. :
<br />
<br />I
<br />
<br />I
<br />
<br />'.
<br />',.. :
<br />
<br />11.:
<br />IF..
<br />
<br />.. . ......' ,....... . ........ . '..
<br />:: A." .':.' A.' ::.'11 J: .": .'. ~
<br />.. ....' ,
<br />
<br />. '. . . ;~
<br />. "", . ..... . .."... . ...... .
<br />.. J' '.. .. ..I" '.. ' J" '.. ., J" .... '
<br />.. ' ...." . .''''1' '..... . .,....
<br />
<br />-
<br />
<br />FRAME (EXT./BRG./SHEAR) WALL
<br />, TO MASONRY CONNECTION DETAIL
<br />
<br />I
<br />
<br />I
<br />,
<br />
<br />3
<br />S-2
<br />
<br />SCALE: N.T.S.
<br />
<br />-
<br />
<br />===;>=
<br />
<br />,0
<br />
<br />;JIIO
<br />. (~:...
<br />NON.SHEARWALL SEGMENT
<br />
<br />. "
<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 />, ,
<br />. ,., .
<br />
<br />.1111111111111111111.1
<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 />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 />FILLED CELL:
<br />FILL BLK, CELLS WITH 3000 P.S.I.
<br />jGROUT Or\E #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 />, ..~:~~
<br />... .--'t",
<br />.. " II.
<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 />2 TYP. SHEARWALL SECTION
<br />S-2 I SCALE: N,T.S,
<br />
<br />-
<br />
<br />pr~ECAST "U" LINTEL W/ 1#5 CONT. I~~
<br />3000 [-'SI CONC. @ OPNGS, 6'0;' & OVER.
<br />PRECAST "U" LINTEL ALL OPEi'i!i'-;GS
<br />u~mER 6'.0';.
<br />
<br />HURRICANE
<br />ANCHOHS~
<br />(TYP.)
<br />, ~
<br />F:;.::- )L:~..~',~.:L:~:~ :~:4 .~.~. .~
<br />I ~ ~, 'T,. ~;F ~ '''J ~ t ~.J ~ ,
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<br />3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE
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<br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED
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<br />SHEET NO.
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<br />S-2
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<br />25
<br />
<br />LAST PLOT DATE
<br />March 11, 2005
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