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<br />r#5 REBAR AT TOP
<br />TYPE DESIGNATION MIN. (1) REQ'D
<br />
<br />r F = FILLED WITH ,4. ',~ r . " ~1~ 1/2" CI EA'"
<br />G'lOuT I U = uNFILLED f--~, , " (. , ,'- J 1- -,
<br />R = RECESSED f-- ", . ~~
<br />rANTITY OF #5 REBA AT I-- ~".':,,/'::,-
<br />TTO\1 OF LINTEL CA ITY f- f-- ' , .' " , .' _
<br />::r: .....,.. '"
<br />S2 f-- '':4:' ,,:,: -~C.MU,
<br />;i ~ I-- "",'" :.. .. - :-
<br />:J .."""".. .,....
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<br />J J J"' ".. 'j
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<br />NO\1I\AL ..., <0 . ", , .
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<br />WIDTH ~ .:,
<br />NOMINAL HEI OUANTITY OF 5 ,.' , '
<br />REBAR AT lOP " ,
<br />
<br />"ROUT
<br />
<br />SAFE LOAD TABLES
<br />
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<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 />
<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 />
<br />15'-4" (184") PRESTRESSED N.R.
<br />
<br />17'-4" (208") PRESTRESSED
<br />
<br />19'4" (232") PRESTRESSED
<br />
<br />21'-4" (256") PRESTRESSED
<br />
<br />22'-0" (264") PRESTRESSED
<br />
<br />24'-0" (288") PRESTRESSED
<br />
<br />~~~
<br />
<br />=:::::::::::::... ~-- 8F8-iT
<br />LENGTH ~ 8F8-2T
<br />
<br />2'-10" (34") PRECAST 1 qn
<br />1qn
<br />3'6" (42") PRECAST 1569
<br />1'069
<br />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 />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 418 (15
<br />428
<br />14'-0" (168") PRECAST 384 (15
<br />410
<br />14'.g' (176") PREcSTRESSED 239
<br />246
<br />15'4" (184") PRESTREcSSED 224
<br />230
<br />17'A" (208") PRESTRESSED 187
<br />192
<br />19'4" (232") PRESTRESSED 162
<br />166
<br />21' 4' (256") PREcSTRESSED 142
<br />142
<br />22'0" (264") PREcSTRESSED 137
<br />137
<br />24'-0" (288") PREcSTRESSED 124
<br />124
<br />
<br />4'-0" (48") 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 />#5 ~EBAR AT 80TTO~
<br />OF LINTEL CAVITY
<br />
<br />\ BOTTOM REIi;FORCIr--
<br />7-5/8"ACTUAL ~ PROVIDED It'-. LINTEL
<br />8' NOMINAL WIDT1 (VARiES)
<br />
<br />o
<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 wi
<br />maximum 3/8" aggregate 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 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 joints.
<br />2. Shore filied lintels as required.
<br />3. Installation of lintel must comply with the architectural and/or S'Juctural drawings.
<br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
<br />vertical cell reinforcing and grouting.
<br />5. Alllinles meet or exceed L/360 vertical deflection, except Iln',els 17'-4" and
<br />'onger With a nominal heght of 8" meet or exceed L/180,
<br />6. Bottom field added rebar to be located at the bottom of ',he lin',el cavity.
<br />7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
<br />8. Cast-in-place concrete may be provided in composite lintel in lieu of concrete
<br />'l'1aso'lry units.
<br />9. Sa'e load raMgs based on rational desgn a'lalysis per ACI 318 and ACI 530
<br />10. Product Approvals: Miami Dade County, Fiorida Nos.03-060505 and 03-0605.04.
<br />11. The exterior surface of linte!s installed in exterior concrete 'l'1asonry walls shall have
<br />a coating of stucco applied i" accordance with ASTM C-926 or other approved
<br />coating,
<br />12. Lintels loaded simultaneously w<h veritcal (gravity and uplift) and horizontal (lateral)
<br />loads shoud be checked for cO'l'1bine loading with the following equation:
<br />Appl,ed vertical load Appl ied 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 'l'11nimum 4" bearing. Exception: Safe loads for unfilled
<br />lintels must be reduced by 20% if bearing length is less than 6-112".
<br />Safe loads 'or all recessed iintels based on 8" norninal bearing.
<br />2. N.R. = Not Rated.
<br />3. Safe loads are total superimposed allowable load on the section speCified,
<br />
<br />4. Safe 'oads based on grade 40 or g'ade 60 'ield rebar.
<br />
<br />5. Additional lateral load capacity can be obtained by the designer by providing
<br />addlonal reinforced rnasonry above the precast lintel.
<br />6. O'le #7 rebar may be substituted for two #5 rebars ,'1 8" iinteis only.
<br />7. The designer may evaluate concentrated loadS fro'l'1 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 li'ltel heigh',s not shown, use safe load frorn next lower height.
<br />
<br />9. For lintelengths not shown, use safe load from the next longest length show'l.
<br />10. All safe loads in units of pounds per linear foot.
<br />11. All safe loads based on simply support spall.
<br />12. The number in ',he parenthesis indicates the percent reductol1 for grade 40
<br />field added rebar.
<br />Example: 7'-6" I!ntel Type 8f32-1B safe gravity load = 6472 (15)
<br />
<br />w/15% reduction = > 6472 (.85) = 5501 plf
<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 & PRESTRESSED U-L1r-.. TELS
<br />
<br />8u8 8F8-0B
<br />8F8-1B
<br />2231 3069
<br />3069
<br />2231 "069
<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 />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 />NR,
<br />
<br />N.R.
<br />
<br />NR,
<br />
<br />NR.
<br />
<br />8F12-0B
<br />8F12-1B
<br />4605
<br />4605
<br />3719
<br />4605
<br />2751
<br />4R05
<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 8F20-0B
<br />8Fl6-1B 8F2Q-1B
<br />
<br />6113
<br />6113
<br />5163
<br />6113
<br />3820
<br />6113
<br />2931
<br />6113
<br />1999
<br />5365
<br />1631
<br />4360
<br />3480
<br />3480
<br />2632
<br />? 1';1'; 1
<br />11';?"
<br />1 1<L1 '<
<br />1?tl7
<br />1 "'l.,<
<br />,.,1;",
<br />,.,1;",
<br />1 ?""
<br />1 ?""
<br />1 n7"
<br />In7"
<br />INl?
<br />Inn?
<br />N~
<br />1.'un
<br />NR
<br />1?"n
<br />N~
<br />9'00
<br />N~
<br />7"n
<br />"'R
<br />598
<br />NR
<br />""0
<br />NR
<br />tl"n
<br />
<br />7547
<br />7547
<br />6607
<br />7547
<br />4890
<br />7"tl7
<br />3753
<br />7547(7)
<br />2560
<br />7547(36)
<br />2090
<br />7168 (45)
<br />3031
<br />5381
<br />')')1"\<';
<br />':lI<QI<
<br />?<';I';tl
<br />?"I';L1
<br />?no':l
<br />,)1"\0':l
<br />'''''1;
<br />'''~ I';
<br /><1;""
<br /><1;""
<br />1.1?"
<br />1.1?"
<br />''''?I;
<br />1<?1;
<br />NR
<br />10"~
<br />NR
<br />17.,.,
<br />,,~
<br />,.,~I;
<br />w,
<br />1n.,7
<br />"'R
<br />lV'"
<br />N~
<br />7""
<br />NR
<br />1;",1
<br />
<br />8" PRECAST & PRESTRESSED U-L1NTELS
<br />
<br />8F12-iT 8F16-iT
<br />8r1~-~ I I:Sr1b-t! I
<br />::117" tltl60
<br />"17.' 4460
<br />2524 3547
<br />?">?4 3547
<br />?192 3079
<br />219? 3079
<br />1940 2724
<br />1940 ?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 />UPLIFT
<br />
<br />8F20-iT
<br />Il:SrLl)-t!
<br />">747
<br />5747
<br />4569
<br />4'069
<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 />4tl6 (11
<br />616
<br />393 (11
<br />531
<br />378 111
<br />508
<br />341 (10
<br />450
<br />
<br />8F24-iT
<br />I:Srt!4-t! I
<br />70::!4
<br />70::l4
<br />5591
<br />S591
<br />48">3
<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 />8F24-0B
<br />8F24-1B
<br />8974
<br />8Q74
<br />8054
<br />8974
<br />5961
<br />8974
<br />4576
<br />8672
<br />3123
<br />73tl2 (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 />~047
<br />NR
<br />884
<br />
<br />8F28-iT
<br />8F28-2T
<br />83?1
<br />83?1
<br />6613
<br />RR1'<
<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 114
<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 />8F28-0B
<br />8F28-1B
<br />10394
<br />10'<94
<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 1371
<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 />~092
<br />
<br />8F32-iT
<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 />8U8 8F8 REINF,
<br />CMU
<br />
<br />1293 642 2135
<br />
<br />qnOR
<br />QI';nl<
<br />7636
<br />71';'<1';
<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 51~ 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
<br />997
<br />566
<br />875
<br />
<br />8" PRECAST WI 2" RECESS DOOR 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 />8RF1Q-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 />GRAVITY
<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 />6639110
<br />5048
<br />5048
<br />3776
<br />3776
<br />2253
<br />2253
<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 />(14) 205
<br />T7
<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) N R
<br />(13 .,
<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 />8" PRECAST W/ 2" RECESS DOOR U-LlNTELS
<br />
<br />~ ~~ UPLIFT
<br />
<br />~ TYPE: 8RF6-iT 8RF10-1 RRF14-1T 8RFl8-iT 8RF22-iT 8~F26-iT 8RF30-iT
<br />LENGTH -----.:...:..:. 8RF6-2T ~~~'..Ln 8RF18-2T 8RF22-2T 8RF26-2T 8~F30-2T
<br />4'-4' (52") PRECAST 905 17,1R 2635 ;:soa 4409 5296 6183
<br />905 17,11< 2635 3522 4409 5296 6183
<br />4'-6" (54") PRECAST 867 11';7" 2525 ;:S;:S (4 4224 5074 5924
<br />867 11';7" 2525 3374 4224 5074 5924
<br />5'-8" (68") PRECAST 675 1 ':l01 1960 Lbll:S 3277 3935 4594
<br />675 1':l01 1960 2618 3277 3935 4594
<br />5'-10" (70") PRECAST 655 1 ?I';? 1900 LO;j1:S 3176 3815 4453
<br />655 1?I';? 1900 2538 3176 3815 4453
<br />6'-8" (80") PRECAST 570 1 n1? lbol au4 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 REDuCTIONS FOR
<br />GR40 FIELD ADDED REBAR. SEE NOTE NO, 4
<br />
<br />LATERAL
<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 />8Rl.i6 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 />jTYP. TIE BEAM W/3000 P.S.I.
<br />CONC. Wll #5 REBAR CONT.
<br />r USP SPT4 W/(6) - 10d X 11/2
<br />
<br />l::;;f~ .~.~ '';':f::; .~' ~ .~;
<br />
<br />.., ... ...... . I ... . ..... f
<br />.. .., .. ~ .., .
<br />
<br />
<br />~,: :
<br />
<br />r
<br />
<br />I
<br />
<br />"
<br />
<br />~;, ;,
<br />
<br />I
<br />
<br />I
<br />
<br />" ,
<br />'"
<br />
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<br />
<br />I
<br />
<br />I
<br />
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<br />',.. ,t
<br />
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<br />r~' "
<br />
<br />r
<br />
<br />r
<br />
<br />" ,
<br />'"
<br />
<br />I.:
<br />r: '
<br />
<br />1
<br />
<br />1
<br />
<br />"
<br />'"
<br />
<br />I.:
<br />r~ ~ :
<br />
<br />.. . ..... . ..... . ..... . ....
<br />,"..'f... ".."... "..'... ".~
<br />..... . .~.... . -",...' '..... II
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />TYP. FILLED CELL W/3000
<br />P.S,I. CONC.
<br />Wll #5 REBAR VERT.
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />8" C.M.U.
<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 />' ..... . ...... . ..... . 6o.... .
<br />., J.' :.. ., ..... ..... 't J: :.. ., A." ..... '
<br />.. ,,:6o.. ..: .... .:... .."...
<br />
<br />FRAME (EXT./BRG./SHEAR) WALL
<br />f3\ TO MASONRY CONNECTION DETAIL
<br />\8J
<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 />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 />... - -~,'~,,~ '
<br />. 4 .
<br />'- . .
<br />~,,":..~- ~"
<br />, "
<br />
<br />-
<br />
<br />SCALE: N.T.S.
<br />
<br />JiIIJ
<br />
<br />,Lmic
<br />
<br />NON-SHEARWALL SEGMENT
<br />
<br />I. I II 111111111111 ."
<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 />FILLED CELL:
<br />FILL BLK. CELLS WITH 3000 P.S,I.
<br />IjGROUT ONE #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 />1\ OT E:
<br />SECTION BE1WEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BE1WEEN
<br />THEM.
<br />
<br />I
<br />~
<br />
<br />2 TYP. SHEARWALL SECTION
<br />S- 2 r SCALE: N,T.S.
<br />
<br />-
<br />
<br />PRECAST "U" LINTEL WI 1-#5 CONT. IN
<br />3000 PSI CONe, @ OPNGS, 6'-0" & OVER.
<br />PRECAST "U" LINTEL ALL OPENINGS
<br />UNDER 6'-0".
<br />
<br />HURRICANE
<br />ANCHORS,
<br />(TYP,) ~ ~
<br />
<br />. ..~,' I~ ~',,:,'4"~ ~''''; I "_
<br />':J:~T '~'J ,7::- .:-1,:,::, "~
<br />
<br />1
<br />
<br />F--
<br />, " ~ -
<br />- ,
<br />l
<br />
<br />SPLICES 25" MIN.
<br />LAP (ACI 530 )
<br />
<br />~
<br />
<br />10"
<br />'IHOOK'I
<br />1 1
<br />" ~, '.U, . ::,'" ""
<br />.. . .-",' . I, " "',. r
<br />--- --- ,
<br />~:-- """'- ....."':- ~"'. "....-,
<br />, . :' , , ~. , ~. ,'" ' _' ,1 , , j' .,
<br />
<br />t:
<br />r-,
<br />
<br />I
<br />
<br />I
<br />
<br />_ ,- "-, I . '._ _ . -~, , ""'_ ' " r., ,
<br />to _ ' ..' I., , ~' . _ ' ..' ., , ..' .. ' ~' ., 'I ~
<br />.. ~ -......:...-,.-................. ~ -. ~
<br />
<br />I
<br />
<br />I
<br />
<br />-~ . I.
<br />
<br />1
<br />
<br />I
<br />
<br />h
<br />
<br />I
<br />
<br />k ' REBAR BOTH SIDES FO~
<br />" ':, OPENI~~GS 6'-0" OR MOR~, "
<br />1,.
<br />
<br />II
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />t ' ,
<br />r~, '''',
<br />
<br />I
<br />
<br />I
<br />
<br />"', 1It._
<br />
<br />I
<br />
<br />I, .'
<br />r; 1It._ '
<br />
<br />I
<br />
<br />I
<br />
<br />"
<br />
<br />.
<br />
<br />h :,
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />" .
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<br />SHEET NO.
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<br />S-2
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 02, 2005
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