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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 wi
<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 />1. Provide full mortar head and bed joints.
<br />2. Shore filled lintels as required,
<br />3. I:!s~allation of !intel r:1ust cOr:1ply with the arch:tectural and/or structural drawings,
<br />4, U-Lintels are manufactured With 5-1/2" long notches at the ends to accommodate
<br />vertical cell re,nforcing and grouting.
<br />5. All lintels 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 lintel cavity,
<br />
<br />7, 7/32" diameter wire stirrups are welded to the bottom steel 'or mechanical anchorage.
<br />8. Cast.i:!-place co:!cre',e may be providedn composte li:!~el in lieu of concrete
<br />masonry units,
<br />9. Safe load ratings based on ratio:!al 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, The exterior surface of lintels installed in exterior concrete masonry wa',is shall have
<br />a coating of stucco applied in accordance with ASTM C-926 or other approved
<br />coati'1g.
<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 />Applied vertical load Applied horizontal load
<br />+
<br />Safe vertical load
<br />
<br />SAFE LOAD TABLE NOTES
<br />
<br />Safe horizon~al load
<br />
<br />< 1.0
<br />
<br />1. All values based on minimum 4" bearing, Exception: Safe loads 'or unfilled
<br />
<br />lintels must be reduced by 20% if bearing length is less tha'1 6-1/2".
<br />
<br />Safe loads for all recessed lintels based 0'1 8" nominal bea'ing,
<br />
<br />2. N,R. = Not Ra',ed.
<br />3, ~ofe loads ore lotol superimposed allowable load on the section specified.
<br />
<br />4, Safe loads based 0'1 grade 40 or grade 60 fie:d rebar.
<br />
<br />5. ~dditionolloterollood copo<ity con be obtained by the designer by providing
<br />add'onal reinforced masonry above the precast lintel.
<br />6, One #7 rebar may be s'ubst'tuted for two #5 rebars In 8" lintels on'y.
<br />7. The desgner may evalt;ate concentrated loads f~om the sa~e 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 show:!, use safe load from the next longest length shown.
<br />10, All safe loads in wnits of pounds per linear foot.
<br />11, All safe loads based on simply support spa'1,
<br />12. The number in the paren',hesis indicates the percent reductio'1 for grade 40
<br />f'eld added rebar,
<br />Exar:1pie: 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 />~~~
<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'A" (112")PRECAST
<br />10'-6' (126") PRECAST
<br />
<br />11'-4'(136") PRECAST
<br />
<br />12'-0" (144") PRECAST
<br />13'A" (160") PRECAST
<br />14'-0" (168") PRECAST
<br />
<br />14'8" (176") PRESTRESSED
<br />15'A" (184") PRESTRESSED
<br />17'-4" (208") PRESTRESSED
<br />
<br />19'-4" (232") PRESTRESSED
<br />
<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'A" (64") PRECAST
<br />
<br />5'.10" (70") PRECAST
<br />6'-6" (78") PRECAST
<br />
<br />7'-6" (90") PRECAST
<br />9'A" (112") PRECAST
<br />
<br />10'-6' (126") PRECAST
<br />11'-4" (136") PRECAST
<br />
<br />12-0' (144") PRECAST
<br />13'-4" (160") PRECAST
<br />14'-0" (168") PRECAST
<br />
<br />14'-8" (176") PRESTRESSED
<br />
<br />15' 4" (184") PRESTRESSED
<br />
<br />17'A" 1208") PRESTRESSED
<br />
<br />19 4" (232') PRESTRESSED
<br />
<br />21'A" (256") PRESTRESSED
<br />
<br />22'-0" (264") PRESTRESSED
<br />
<br />24'-0" (288") PRESTRESSED
<br />
<br />~~~
<br />L~ 8RL;6
<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 />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />
<br />8F8-lT
<br />8F8-2T
<br />1q7?
<br />1q7?
<br />1569
<br />1")69
<br />1::l63
<br />136."1
<br />1207
<br />1?07
<br />1016
<br />1016
<br />90Q
<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 (15
<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 />8" PRECAST & PRESTRESSED U-LlNTELS
<br />
<br />8U8 8F8-0B
<br />8FB-1B
<br />2231 3069
<br />"1()f',q
<br />2231':\()f',q
<br />3069
<br />1966 2561
<br />?1'>9."1
<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 />NR. NR
<br />300
<br />N.R. NR
<br />235
<br />NR. NR
<br />180
<br />N.R. NR
<br />165
<br />N.R. NR
<br />129
<br />
<br />8F12-0B
<br />8F12.1B
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<br />41'>O'i
<br />.':\71 q
<br />41'>05
<br />2751
<br />4605
<br />2110
<br />4375
<br />14::l8
<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 />1'>113 7547
<br />6113 7547
<br />'i16."1 6607
<br />6113 7547
<br />3820 4890
<br />6113 7'i47
<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"\0;
<br />,)RR1 ,<ROR
<br />1R')o; ')o;RA
<br />1.1,1'< ')o;R4
<br />1'),17 ')1"\0...
<br />10;..... ')1"\0...
<br />, '<RI': < Q~A
<br />1'<AA 15<41'>
<br />\ ')~A '''".
<br />,')~A '''".
<br />,n7~ 1')"
<br />1(17<; "" 7i<
<br />,nn? ''<71':
<br />1 no? 1'<')"
<br />NR NR
<br />1'<7'1 ,an"
<br />NR NR
<br />1?50 1 B.,
<br />NR NR
<br />O")() 1 ,<')A
<br />NR "'R
<br />7,,)() , rY>7
<br />NR NR
<br />")qR ""'i
<br />"R .II<
<br />")")() 7""
<br />NR NR
<br />45() A 'ill
<br />
<br />UPLIFT
<br />
<br />8F2a-lT
<br />8F20-21
<br />r::,747
<br />r::,747
<br />4.")69
<br />4569
<br />39611
<br />3CJ611
<br />3508
<br />3508
<br />294CJ
<br />2949
<br />?694
<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-lT
<br />8F24-2
<br />7o:l4
<br />70::l4
<br />5591
<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 />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 />8F2B-2T
<br />
<br />83?1
<br />83?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 (14
<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 />8F2B-OB
<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 />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 />N~
<br />1222
<br />
<br />LATERAL
<br />
<br />8F32.lT
<br />8F32.2T
<br />9608
<br />9608
<br />7636
<br />7636
<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 (14) 205 293 98
<br />1954 (7
<br />1129 (14 N R 284 89
<br />1874 (11).' .
<br />1052 (13) ~ R. 259 82
<br />1801 (14)
<br />872 (12) N.R, 194 63
<br />1470 (14)
<br />746 (12) 51
<br />1225 (14 N.R. 148
<br />654 (11 42
<br />1046 (13 N.R, 125 .
<br />629 (11) 39
<br />997 (13 N.R, 116
<br />566 (10) 33
<br />875 (13 N,R. 91
<br />
<br />8" PRECAST W/ 2" RECESS DOOR U.LlNTELS
<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 8RF1 0-11, 8RFl4..1T 8RF1B-lT 8RF22-lT 8RF26-lT 8RF3a-lT
<br />LENGTH ------..:.. 8RF6-2T RRi=1 n_?T 5<Ri=14..?T 8RF1B-2T 8RF22.2T 8RF26-2T 8RF30-2T
<br />4'4" (52") PRECAST 905 174R 2635 ;;s5n 4409 5296 6183
<br />905 1UR 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':l()1 1960 2618 3277 3935 4594
<br />675 1::l01 1960 2618 3277 3935 4594
<br />5'.10" (70") PRECAST 655 1 ?I'>? 1900 2538 3176 3815 4453
<br />655 1,)R,) 1900 2538 3176 3815 4453
<br />6'-8' (80") PRECAST 570 1 n1 ') 16:01 2204 2758 3312 3865
<br />570 1 n07 1651 2204 2758 3312 3865
<br />7'-6" (90") PRECAST 506 N7 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 1980115 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 ;'<0. 4
<br />
<br />8F12.lT 8Fl6-lT
<br />81-12.2T 81-10-2T
<br />::l17::l 44RO
<br />"117::l 44RO
<br />2524 3547
<br />2r::,24 ::l."i47
<br />2192 ::l079
<br />?19? 3079
<br />1940 2724
<br />1940 ?7?4
<br />163? 2?QO
<br />1632 2290
<br />14CJ? 209:1
<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 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 REI~F,
<br />eMU
<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 />8RF3a-OB
<br />8RF3a-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 ~E~NJ~
<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" 'J' ,
<br />,. ,-, ..~, . I , . .., ~ . I
<br />.;::; ::; ;;: ::; ~ ::; ::;: =- ~~
<br />,. ~. ..~, . I .. . "" .
<br />. a' .., .., .
<br />
<br />h ;.
<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 />I
<br />
<br />I
<br />I
<br />
<br />I
<br />
<br />I
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />h ., ", I, .... F . . d
<br />ll> '<I " ...f
<br />-: . . I,'. " ^ : I
<br />
<br />I
<br />
<br />SPliCES 25" ~..1IN,
<br />L"P (ACI 530 )
<br />
<br />STD, 90 HOOK
<br />
<br />~SEE FOOTING DETAIL
<br />TYP. MONO. FTG.
<br />
<br />l
<br />
<br />"
<br />
<br />FOR LOCATIONS
<br />
<br />I
<br />
<br />I
<br />
<br />"
<br />"
<br />
<br />I
<br />
<br />I
<br />
<br />]
<br />
<br />I
<br />
<br />TYP. BOND BF../I.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. !_Ae 25"
<br />(ACI 530)
<br />
<br />I
<br />
<br />STD. 90 DEGREE
<br />ANGLE 3000 P.S,I.
<br />CONC. Wll #5 DIA.
<br />REBAR MIN. U....P 25"
<br />(ACI 530)
<br />
<br />INDICATES FILLED
<br />CELL FROM FTG. TO
<br />BEAM WiTH 1 #5
<br />BAR MIN. L/\P 25"
<br />(ACI 530)
<br />
<br />h. ;,
<br />
<br />I
<br />
<br />I
<br />
<br />" ,
<br />..... ~.
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />I
<br />I
<br />
<br />I
<br />I
<br />
<br />8" X 8" X 16"
<br />C.M.U.
<br />
<br />h, ;.
<br />
<br />I
<br />
<br />I
<br />
<br />'.
<br />',.
<br />
<br />I
<br />I
<br />
<br />TYP. DOWEL 25"
<br />MIN. LAP (ACI 530)
<br />
<br />.1.' ,
<br />r:. .
<br />
<br />8" C.M.U.
<br />
<br />h. ,.... "'.- "'.- ".- "'.- "'., "'.- "'., ..... ....' ..... .'", '-'., "'.. "" "'., ..... "'.- "','1
<br />~ 'It 'l: ~ , , 't 't , ~ ,. 'II ,. .. 'It 'It 'It, 'II 'It
<br />:.: J, .to;..: J, > "': A~ ~ A, ,1>:..: i, ,'b.:..: J, o";t.:.c. ....;..: A. ~......: A~ .. 4, .I..~"'...: 4. ."-;..: 4, ,";...: 4, ,...."...: J, .";" 30:~ .. J. :",'.: J. ~: ".. J, ."',....: J,
<br />.. .. ." ,. .. . ,,'\'. . 'II 'I , . 'II 'I, ... 't ,. ... 'I, . 't ,,~ , 'I ",. .., " ,. .10 " .. .., 'II .. . 'l 'II .. . 'l .. .. . 'I 'II .. . 'I 't .. ." .. ,. ." .. , ... " , ."
<br />
<br />I
<br />
<br />I
<br />
<br />" ,
<br />.,.. ,.
<br />
<br />2" X 4" P.T. WI
<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 />
<br />I
<br />
<br />I
<br />
<br />"
<br />" 110 :
<br />
<br />I.:
<br />t-~.. :
<br />
<br />'" ,"'..", , .'..~ ' ,~., '" . ....
<br />......'.,........""..'..,..~
<br />,.., . .,..... '~",' ':.,-
<br />
<br />, , , , :~
<br />' ",' . ..~, . .., '" . ..~, ,
<br />.. ..' ., .. .... ..~ ' ..' ., , ..' ..~ '
<br />, . ..""~ . .. .,.., . ':"~ . ':'"
<br />
<br />-
<br />
<br />FRAME (EXT.jBRG.jSHEAR) WALL
<br />, TO MASONRY CONNECTION DETAIL
<br />
<br />,
<br />
<br />J
<br />\
<br />
<br />3
<br />S-2
<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 />",fo.;
<br />','
<br />"
<br />
<br />;JiIIJ IlIDJI
<br />
<br />{'.
<br />:': NON-SHEARWALL SEGMENT
<br />
<br />l... bo. ~ ~
<br />
<br />l .' .
<br />
<br />: ~ l<.
<br />
<br />.11111111111111111111.1
<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 W1.4XW1.~ WWF \
<br />
<br />FILLED CELL:
<br />FILL BLK. CELLS WITH 3000 P.S.I.
<br />jGROUT ONE #5 @ LOCATIONS SHOWN
<br />... ON THE FOUNDATION PLAN
<br />AND FLOOR PLAN.
<br />MIN. LAP 25" (ACI 530)
<br />
<br />:t.
<br />
<br />..
<br />
<br />TOP_OF SLA_B-$
<br />
<br />.. - - .....;,~..... -
<br />'t .....".4'" ,.
<br />
<br />....~,.;,~, ~;.
<br />
<br />.. ," ..
<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 />, S-V SCALE: N.T.S.
<br />
<br />--
<br />
<br />PRECAST "U" liNTEL WI 1.#5 CONT. I~~
<br />3000 PSI CONC, @ OPNGS. 6'-0" & ovm.
<br />pr~ECAST "U" LINTEL ALL OPENINGS
<br />UNDER 6'-0".
<br />
<br />HUF~RiCANE
<br />Ai\CHORS\
<br />(T'1'P,) \il
<br />
<br />r,:.,::- : :~.f',~.t:7:~ :~,:., ,~.::. ":;
<br />L: -. .,'. (. .,'.. . .,'., . .,'.. . .,'.. ...
<br />t:: ~;. ~ '-4....::..:...4._.~:.:..:......k:. ~ '.:. .;,
<br />
<br />10"
<br />",HOOK",
<br />1
<br />. .:~. !U, . :1~ .
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<br />LINTEL PLAN NOTES:
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<br />1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY.
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<br />ASSUMED TO BE 16" MINIMUM DEPTH.
<br />3- THE NUMBER OF COURSES OF MASOI\RY REQUIRED BETWEEN THE
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<br />SHEET NO.
<br />
<br />S-2
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<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 11, 2005
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