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<br />GROUT / U = i.J~FILLED
<br />R = RECESSED
<br />UANTITY OF #5 REBA AT
<br />
<br />ino" OFLINTEL 'AI; ~
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<br />WIDTH
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<br />REBAR AT TOP
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<br />/ VlIN (1) fEQ'D
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<br />OF LINTEL CAVITY
<br />
<br />\ BOTTOM REI\FORCI\
<br />7-5/8"ACTUAL ,..- PROVIDED 1\ LINTEL
<br />8' NOMI'JAL WIDT (VARIES)
<br />
<br />o
<br />
<br />,.-
<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 fg = 3000 psi wj
<br />maximum 3j8" aggregate and 8" to 11" slump.
<br />4. Concrete masonry uniTs (CMU) per ASTM C90 wj
<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 joirts.
<br />2. Shore filled lintels as required,
<br />3, Installation of lintel must comply with the arch:tectural and/or structural drawings,
<br />4. U-Linlels are Ma'lJfactured with 5-1/2" long notches at the ends to accommodate
<br />vertical cell reinforCing and groJting.
<br />5. All liNes 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 f'eld added rebar to be located at tre bottom of the lintel cavity.
<br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
<br />8. Cast',n-place concrete may be provided in composite lintel in lieu of concrete
<br />rrasonry units.
<br />9. Safe :oad ratings based on rational design analysis per ACI 318 a'ld ACI 530
<br />10. Product Approvals: Miami Dade COJnty, Florida Nos,03-0605.05 and 03-0605,04.
<br />11. The exterior sJrface 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 />coating,
<br />12. Lintels loaded simultaneously with ventcal (gravity and uplift) and horizontal (lateral)
<br />loads shO'Jd be checked for combine loading with the foilowing eqJatio'l:
<br />Applied vertical load Applied horizontal load
<br />+
<br />Safe vertical load
<br />
<br />SAFE LOAD TABLE NOTES
<br />
<br />Sa:e horizontal load
<br />
<br />< 1.0
<br />
<br />1, All valJes based on minimJm 4" bearing, Exception: Safe loads for unfilled
<br />lintels mJst be redJced by 20% !f bearing leng",h is less than 6-1/2".
<br />Safe loads for all recessed lintels based on 8" nominal bearing,
<br />2. N.R, = Not Rated,
<br />3. Safe loads are total sJperimposed allowable load on the section speCified.
<br />
<br />4, Safe loads based on grade 40 or grade 60 fie'd rebar,
<br />5. Additional lateral load capacity can be obtained by the designer by providing
<br />addional reinforced masonry above the precast lintel.
<br />6, One #7 rebar rray be sJbstitJted for two #5 rebars in 8" lintels only.
<br />7. The designer may evalua~e concentrated loads from the safe load tabies by
<br />calcu'ating the maximum resisting moment and shear at d-away from the face of support,
<br />8, For composite lintel heights not shown. Jse safe load from next iower height.
<br />
<br />9. For lintel leng",hs not shown, use safe load frOM the next longest length shown.
<br />10. Ail safe loads in U'l'ts of pounds per linear foot.
<br />11. All safe loads based on simply SJpport span,
<br />12. The rJmber in the parenthesis indicates the percent redJction for grade 40
<br />f"eld added rebar,
<br />Example: 7'-6" lintel Type 8f32-1B safe gravity 'oad = 6472 (15)
<br />
<br />w/15% redJction = > 6472 (.85) = 5501 plf
<br />
<br />SAFE LOAD TABLES
<br />
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />
<br />~~~
<br />
<br />_____ TYPE
<br />LE'JGTH ___
<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 />
<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 />21'-4" (256") PRESTRESSED
<br />22'-0' (264") PRESTRESSED
<br />
<br />24'-0" (288") PRESTRESSED
<br />
<br />~~~
<br />
<br />______ TYPE 8F8-iT
<br />LENGTH ~ 8F8-2T
<br />
<br />2'-10' (34") PRECAST 1972
<br />1972
<br />1569
<br />1569
<br />4'-0" (48") PRECAST 1 :ifi3
<br />1363
<br />4'-6" (54") PRECAST 1/07
<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 />11'-4"(136") PRECAST 474
<br />494
<br />470 (9)
<br />470
<br />13'-4"(160") PRECAST 418115
<br />428
<br />14'-0' (168") PRECAST 384 (15
<br />410
<br />14'-8" (176") P'<ESTRESSED 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 />3'-6" (42") PRECAST
<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 />12'-0" (144") PRECAST
<br />
<br />~ ~~
<br />L~ 8R1..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 />8" PRECAST & PRESTRESSED U-LlNTELS
<br />
<br />8U8 8F8-0B
<br />8F8-1B
<br />2231 3069
<br />3069
<br />2231 ::l()"q
<br />3069
<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, NR
<br />165
<br />N.R. NR
<br />129
<br />
<br />8F12-0B
<br />8F12.1B
<br />4605
<br />4R05
<br />,::l71q
<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 />8F16-0B 8F20-DB
<br />8Fl6-1B 8F20-1B
<br />6113 7547
<br />6113 7547
<br />51R3 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 ??I1<=;
<br />?Rt=;1 'O.,QQ,Q
<br />1R?<=; ?l;RLt
<br />1 l'lLt '0. ?l;RLt
<br />1 ?il.7 ?()q'O.
<br />1 l;::l'O. ?I1Q'O.
<br />".,"'''' ,,"~'"
<br />".,"'" 1 l'lLtR
<br />",)~A ''''''''
<br />1 ')~" ''''''il.
<br />1()7~ .d?R
<br />,n7~ . .DR
<br />,n()? . ,?"
<br />"n()? .,?R
<br />,,~ NR
<br />.,7n .q()?
<br />NR ,,~
<br />1 ?<=;O '7._.
<br />,,~ N~
<br />q,<=;O 1..?R
<br />N~ NR
<br />7<=;0 "n~7
<br />N~ N~
<br />':;q,q "4."
<br />NR NR
<br />.0,0,0 7R4
<br />N~ N~
<br />450 R'id
<br />
<br />UPLIFT
<br />
<br />8F20-1 T
<br />'I3r20-21
<br />5747
<br />.0,747
<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 />8RF6-0B
<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-iT
<br />tsrL4-L I
<br />70::\4
<br />70::\4
<br />,0,591
<br />5591
<br />4R<=;.,
<br />4853
<br />429?
<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 (1;;
<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 (lU
<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 />N"
<br />1282
<br />NR
<br />1114
<br />NR
<br />1047
<br />NR
<br />884
<br />
<br />8F28-iT
<br />ts~L1:S-LI
<br />8321
<br />83?1
<br />66D
<br />6613
<br />0,740
<br />5740
<br />5077
<br />5077
<br />4?65
<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 (lL
<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 />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 />
<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 />N"
<br />1716
<br />N"
<br />1468
<br />NR
<br />1399
<br />NR
<br />1222
<br />
<br />LATERAL
<br />
<br />8F32-iT
<br />, I:S~;;L-LI
<br />9608
<br />9608
<br />7636
<br />7636
<br />RRn
<br />66?7
<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 115 244 402 135
<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-lINTELS
<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 N.R. 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-iT RRF10-1- QOF1 A..1T 8RFl8-iT 8RF22.iT 8RF26-iT 8RF30-iT
<br />LENGTH ______ 8~F6-2T RRF1 0- ~T Mr, A ~T 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T
<br />4'-4" (52") PRECAST 905 174,Q 2635 ;;oLL 4409 5296 6183
<br />905 17t1!~ 2635 3522 4409 5296 6183
<br />4'-6" (54") PRECAST 867 1R7<=; 2525 3374 4224 5074 5924
<br />867 1 R7<=; 2525 3374 4224 5074 5924
<br />5'-8" (68") PRECAST 675 1 'O.()1 1960 Lb1ts 3277 3935 4594
<br />675 1 ::l()1 1960 2618 3277 3935 4594
<br />5'-10" (70") PRECAST 655 1?R? 1900 L538 3176 3815 4453
<br />655 1?R? 1900 2538 3176 3815 4453
<br />6'-8" (80") PRECAST 570 10D 1bo1 aU4 2758 3312 3865
<br />570 10Q7 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) 1301115 1640 (15 1980 (15 2322 (16
<br />395 589 1135 1514 1893 2272 2652
<br />(#) THE NliMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
<br />GR40 FIELD ADDED REBAR. SEE NOTE NO.4
<br />
<br />8F12.iT 8Fl6-iT
<br />Bf12.2 I3r16-L I
<br />3173 4460
<br />.,17::\ 44RO
<br />2524 3547
<br />2524 3547
<br />?19? 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 (1;;)
<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 (lU;
<br />221 354
<br />175 267 (lU;
<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 (10)
<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 />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 />8R1..6 8RF6 ~~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 />;1:" ':~' ,
<br />~";' :; ';;:":::; ''; :; ';:P':: ':J~
<br />
<br />.., .., .,.. . I .. . '"" .
<br />.. .... .., .... .
<br />
<br />
<br />~~: ,:,
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />1
<br />
<br />!
<br />
<br />"
<br />'.... :
<br />
<br />TYP. FILLED CELL W/3000
<br />P.S.I. CONC.
<br />W/l #5 REBAR VERT.
<br />
<br />h. :,
<br />
<br />1
<br />
<br />I
<br />
<br />" ,
<br />..... .. ~
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />~~: :,
<br />
<br />1
<br />
<br />II
<br />
<br />" ,
<br />',... ...
<br />
<br />I: '
<br />r:'
<br />
<br />8" C.M.U.
<br />
<br />1
<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 />~~.
<br />"
<br />: '
<br />
<br />1
<br />
<br />!
<br />
<br />"
<br />..... ..
<br />
<br />I.:
<br />r.... :
<br />
<br />.. ,...... .. ...... .. ,..... .. . .,.
<br />:: "t" :;..' ..: ,.;." i,. ..;.~ ~
<br />, '.'. . '
<br />
<br />, " , , .;~
<br />. ..... , ..... . ..... , ...... .
<br />. .." ... ' J' '.. .. J. .... . .." ., ..
<br />.. . '...... . ,,'...... . ,,'...... ' ':'"
<br />
<br />-
<br />
<br />FRAME (EXT./BRG./SHEAR) WALL
<br />\ TO MASONRY CONNECTION DETAIL
<br />
<br />I SCALE: N.T.S.
<br />
<br />I
<br />,
<br />
<br />3
<br />S-2
<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 />JIII)
<br />
<br />LmII
<br />
<br />NON-SHEARWALL SEGMENT
<br />
<br />,. I 111111111'11111.'
<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 O~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 />~OTE:
<br />SECTIOr-.. BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BETWEEN
<br />THEM.
<br />
<br />+---
<br />
<br />....;.~-'. '
<br />" .... 'I .4" ..
<br />. ~ II '
<br />~..~.~..~..'
<br />" " 1<,
<br />
<br />I
<br />\
<br />
<br />-
<br />
<br />2"\ TYP. SHEARWALL SECTION
<br />S- V SCALE: N.T.S.
<br />
<br />-
<br />
<br />--
<br />
<br />I 5" REBAR SPLICE DETAIL
<br />, S-2 I SCALE: N.T.S.
<br />
<br />PRECAST "u" LINTEL Wj 1-#5 CO NT. 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 />
<br />, 'J,r:..:.:..',t.:..:....~ ',1
<br />, ,~'.. ..":", ,~"7:' ,~:, ,.~'7: '
<br />- ..,.." - ~ I _ ,
<br />
<br />SPLICES 25" MIN.
<br />LAP (ACI 530 )
<br />
<br />~
<br />
<br />10"
<br />IIHOOK
<br />'I
<br />":; ~:== ~.:~ ~~~ ~':~~.~, ':" .~
<br />, . _~, ' ..:1 ' _' ,~' , ~'.:L~ " I' .,
<br />
<br />~D II l.::,
<br />
<br />I
<br />
<br />r..... -
<br />, .' ~..
<br />- ,
<br />I.
<br />~
<br />
<br />, ,',~' I. ",." ',~ ,'. ',~" ','" , . ~
<br />','.. ...'~ ~,'~ ~,'~ ~,'~ I:o,'~
<br />- ~ -'~'-'~'- ~ -'
<br />
<br />,
<br />
<br />
<br />~5
<br />
<br />I
<br />
<br />I
<br />
<br />,
<br />
<br />. ". ,II , . ".' . ',1
<br />, JI. , ,1
<br />
<br />. . .. . . . I
<br />
<br />I
<br />
<br />I
<br />
<br />h ':. REBAR BOTH SIDES FOr. '. "
<br />'.~ ':. OPENINGS 6'-0" OR MOR "c' "
<br />~.>
<br />
<br />I
<br />
<br />I
<br />
<br />h '
<br />" : '.: I
<br />I i,~ '. I
<br />,.,:Ir-l
<br />',~.:'I~
<br />l<. ',. !
<br />':: ',: I
<br />h: ':,
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />~.. .,
<br />
<br />I
<br />
<br />1
<br />
<br />E..'.
<br />
<br />I
<br />
<br />I
<br />
<br />10, too,
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />[, .
<br />. ..
<br />
<br />UI
<br />,.~
<br />I.' ,
<br />r' ..
<br />
<br />I
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />'.
<br />
<br />I
<br />
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<br />LINTEL PLAN NOTES:
<br />
<br />1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY.
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<br />25
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<br />LAST PLOT DATE
<br />March 02, 2005
<br />
<br />DETAILS
<br />
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