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<br />r#5 REBAR AT TOP
<br />TYPE DESIGNATION MIN. (1) REQD
<br />
<br />r ~RJG1-L~~ ~IG~FILLED I-~:~' ;:~t..;: - '-=t~'1/2" CLEAR
<br />R = RECESSED I- ", . ~:'
<br />jANTITYOF#5REBA AT f--~"'::',.t"'::'-
<br />TTOM OF LINTEL CA tTY f- f-- ' · .' " ' . ' f--
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<br />NO,..W,J J J ~ ~ ::/:,~'::j"
<br />WIDTH ri . _,I ~::
<br />NOYINAL HEIG OUANTlTY OF 5 ,4' ..,:
<br />REBAR ATTOP " ,
<br />
<br />"ROUT
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<br />"5 REBAR AT BOTTO~
<br />OF LINTEL CAVITY
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<br />\ BOTTOM REIr-..FORCIr-..
<br />7.5/8"ACTUAL iT- PROVIDED Ir-.. LINTEL
<br />8' NOMINAL WIDT (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" aggre~ate 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 filed lintels as required.
<br />3. Installation of lintel must comply with the architectural and/or structural drawings.
<br />4. U-l'n~els are JTlanufactured with 5-1/2" long notches at the ends to accommodate
<br />vertical cell reinforcing and grou~ing.
<br />5. Alllin',els meet or exceed L/360 vertical defection, except lintels 17'-4" and
<br />iO:1ger with a nominal height of 8" Illeet or exceed L/180.
<br />6. Bot',o'TI field added rebar to be located at the bottom of the lintel cavity.
<br />7. 7/32" dia'TIeter wire stirrups are welded to the bottom steel for mechan.cal archorage.
<br />8. Cast-In-place concre~e may be provided in composte lintel in lieu of concrete
<br />masonry units.
<br />9. Safe load ratings based on ratiollal design a:1alysis per ACI 318 and ACI 530
<br />10. Product Approva's: Miami Dade County, F'orida Nos.03-0605.05 and 03-0605.04.
<br />11. The exterior surface of lintels installed in exterior concre~e masonry walls sha'l have
<br />a coating of stucco applied in accordance with AST'vI C-926 or other app'oved
<br />coating.
<br />12. Lintels loaded simultaneously with verltcal (gravity and uplift) and horizontal (lateral)
<br />loads shoJd be checked for combine loading with the following equatio.,:
<br />Applied vertical load Applied horizontal load
<br />+
<br />Safe vert'cal load
<br />
<br />SAFE LOAD TABLE NOTES
<br />
<br />Safe horizontal load
<br />
<br />< 1.0
<br />
<br />1. All values based on 'TIinimum 4" bearing. Exception: Safe loads for unfilled
<br />lintels must be reduced by 20% If bearing lergth is less than 6-1/2".
<br />Safe 'oads for all recessed !ir~es based on 8" nO'TIi'lal bearing.
<br />2. N.R, = Not Rated.
<br />3. Safe loads are total superimposed allowable load on the section spec,fed.
<br />
<br />4. Safe loads based on grade 40 or grade 60 field rebar.
<br />5. Additioral lateral load capacity can be obtained by the designer by provldirg
<br />add:onal reinforced masonry above the precast lintel.
<br />6. O:1e #7 rebar may be substitu~ed for two #5 rebars 1:1 8" !irtels only.
<br />7. The designer may evaluate corcentrated loads fro'TI the sa'e load tabies by
<br />calculaMg the JTlaXlmum resisting mOJTIent and shear at d-away from the face of support.
<br />8. For compos<e lintel heights not shown, use safe load fro'TI next lower height.
<br />
<br />9. For lintel lengths not show." use safe load from the next longest lellgth show.,.
<br />10. All safe loads in ullits of pounds per 'ir.ear foot.
<br />11. All safe loadS based on simply support spall.
<br />12. The rumber in the parenthesis indicates the percent reductio'l for grade 40
<br />field added rebar.
<br />Example: 7'-6" lintel Type 8f32.1B safe gravity load = 6472 (15)
<br />
<br />w/15% reduction = > 6472 (.85) = 5501 plf
<br />
<br />SAFE LOAD TABLES
<br />
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />
<br />~
<br />
<br />/.)~
<br />"V.
<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 />
<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 />19'-4" (232") PRESTRESSED
<br />
<br />21'4" (256") PRESTRESSED
<br />22'-0" (264") PRESTRESSED
<br />
<br />24'-0" (288") PRESTRESSED
<br />
<br />~~~~
<br />
<br />___~ TYPF 8F8-1T
<br />LE~GTH ~ 8F8-2T
<br />
<br />2'-10"(34') PRECAST 1972
<br />1972
<br />10;Rq
<br />3'-6" (42') PRECAST 10;Rq
<br />1363
<br />1363
<br />1207
<br />1207
<br />5'4" (64") PRECAST 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 />11'4" (136") P,clECAST 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") pqESTRESSED 239
<br />246
<br />15'4" (184") pqESTRESSED 224
<br />230
<br />17'-4" (208") PRESTRESSED 187
<br />192
<br />19'-4" (232') PRESTRESSED 162
<br />166
<br />21'-4" (256') PRESnESSED 142
<br />142
<br />22'.()" (264") PRESTRESSED 137
<br />137
<br />24'.()" (288') PRESTRESSED 124
<br />124
<br />
<br />4'-0" (48') PRECAST
<br />
<br />4'-6" (54") 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~ 8Rl.i6
<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-L1NTELS
<br />
<br />8U8 8F8-0B
<br />8F8-1B
<br />2231 "ORQ
<br />"Ofiq
<br />2231 3069
<br />30fiQ
<br />1966 2561
<br />26q3
<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. "<'I
<br />458
<br />N.R, NR
<br />412
<br />N.R. NR
<br />300
<br />N.R. N'1
<br />235
<br />N.R. NR
<br />180
<br />N.R. NR
<br />165
<br />N.R. NR
<br />129
<br />
<br />8F120B
<br />8F12.1B
<br />4505
<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 />N.R
<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 />6113 7547
<br />6113 7547
<br />5163 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 ??n'i
<br />?hR1 :>.RqR
<br />1 R?'i ?'iR,1
<br />1 R,1.,:\ ?'iR,1
<br />1?,17 ?nq,:\
<br />1'i.':\.':\ ?nq:>.
<br />'"'''''' llV'"
<br />'"'''''' 1 R,1R
<br />,?~" '''''''''
<br />1?~" '''''''''
<br />,n7~ H?R
<br />'n7~ H?R
<br />,nn? ,,,?'"
<br />,nn? '''?1'1
<br />>oJR NR
<br />, 'U n , Qn?
<br />NR N~
<br />1?'in '7'n
<br />N~ N~
<br />q'i() '''?1'1
<br />>oJ~ N~
<br />7'i0 'n'u
<br />N~ N~
<br />o;qR R.1~
<br />>oJ~ N~
<br />o;'i() 7R4
<br />N~ N~
<br />4'i0 1'1~"
<br />
<br />UPLIFT
<br />
<br />8F20-1T
<br />OiLV-LI
<br />'i747
<br />.0;747
<br />4'iRQ
<br />4'inQ
<br />"966
<br />3966
<br />3508
<br />"508
<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 (Ii.!
<br />732
<br />446 (11
<br />616
<br />393 (11
<br />531
<br />378 (11
<br />508
<br />341 110
<br />450
<br />
<br />8" PRECAST & PRESTRESSED U-L1NTELS
<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 />8RF10-08
<br />8RF10-18
<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 />8F24-1T
<br />1:Sri.!4-i.!1
<br />70~4
<br />7()~,1
<br />O,5Q1
<br />.').')91
<br />485.,
<br />4853
<br />4292
<br />4292
<br />360-'
<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 (Ii
<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 />8F24-08
<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 />8F28-1T
<br />1:SrL1:S-L I
<br />R3?1
<br />8"?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 />8" PRECAST W/ 2" RECESS DOOR U-L1NTELS
<br />
<br />8F28-0B
<br />8F28-18
<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 137\
<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 />~849
<br />NR
<br />1515
<br />NR
<br />1359
<br />NR
<br />1285
<br />NR
<br />1092
<br />
<br />8F32.1T
<br />1:SrJi.!-2T
<br />Q608
<br />Q508
<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
<br />3508
<br />2494 (15 326
<br />2842
<br />2007 (15 284
<br />2544
<br />1749 (15 260
<br />2369
<br />1582 (15 244
<br />2247
<br />1321
<br />1993
<br />1218
<br />1954
<br />1129
<br />1874
<br />1052
<br />1801
<br />872
<br />1470
<br />746
<br />1225
<br />654 (11
<br />1046 (13 N.R.
<br />629 (11)" R
<br />997 (lJ" .
<br />566 (10)
<br />875 (13 N.R. 91
<br />
<br />(14) 217
<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~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 8RF6-1T RRF10-1 RRF14-1T 8RFl8-1T 8RF22.1T 8RF26-1T 8RF30-1T
<br />LENGTH -----.....: 8RF6-2T ~Q~1 iI..?T 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T
<br />4'4" (52") PRECAST 905 17,1R 2635 3522 4409 5296 6183
<br />905 174R 2635 3522 4409 5296 6183
<br />4'-6" (54") PRECAST 867 1 R7'i 2525 3374 4224 5074 5924
<br />867 1 R7." 2525 3374 4224 5074 5924
<br />5'-8" (68") PRECAST 675 1 :>'()1 1960 2618 3277 3935 4594
<br />675 1:>'()1 1960 2618 3277 3935 4594
<br />5'-10" (70") PRECAST 655 1 ?R? 1900 2538 3176 3815 4453
<br />655 1 ?h? 1900 2538 3176 3815 4453
<br />6'-8" (80") PRECAST 570 1 n1? 16::11 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 1980115 2322 (16)
<br />395 589 1135 1514 1893 2272 2652
<br />(#) THE NuMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FO~
<br />GR40 FIELD ADDED REBAR. SEE NOTE NO.4
<br />
<br />8F12-1T 8F16-1T
<br />Bt-1:.!'21 Brlo-:.! I
<br />3173 44Rn
<br />3173 Ll4R()
<br />?">?4 :>'."47
<br />?">?4 ."_">,17
<br />2192 307Q
<br />2192 3079
<br />1940 2724
<br />1940 2724
<br />1632 2290
<br />163? ??Qo
<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 (1U
<br />221 354
<br />175 267 (lU
<br />200 316
<br />
<br />8RF140B
<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-L1NTELS
<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 />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 />i'o.R
<br />2712
<br />NR
<br />2513
<br />NR
<br />2047
<br />N~
<br />1716
<br />NR
<br />1468
<br />"'~
<br />1399
<br />NR
<br />1222
<br />
<br />LATERAL
<br />
<br />8U8 BF8 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 />534 357
<br />
<br />512 227
<br />
<br />401 178
<br />
<br />452 152
<br />
<br />402 135
<br />
<br />324 109
<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 />LATERAL
<br />
<br />8Rl.i6 8RF6 ~E~~~
<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/1 #5 REBAR CONT,
<br />r USP SPT4 W/(6) - 10d X 11/2
<br />
<br />, .; I. t ... , jl' I ~.. , I
<br />~ ~ :;: ~ ~ ~ :;: =- ~,
<br />
<br />". .. .." . I , . .... ,
<br />.. ~, ..,. .., .
<br />
<br />
<br />h,:
<br />
<br />I
<br />
<br />~
<br />
<br />"
<br />I... :.
<br />
<br />h, :
<br />
<br />I
<br />
<br />~
<br />
<br />" ,
<br />',. .,
<br />
<br />h, ;,
<br />
<br />I
<br />
<br />~
<br />
<br />'.
<br />
<br />. ,
<br />. .
<br />
<br />.1,' ,
<br />
<br />r:' "
<br />
<br />I
<br />
<br />II
<br />
<br />" ,
<br />'"
<br />.
<br />
<br />~;, :
<br />
<br />I
<br />
<br />I
<br />
<br />"
<br />, ,
<br />
<br />h;
<br />
<br />, .... . ...... ," . .... . . ..
<br />:.' ..: :;: J,' :;..' ..: :; .'. ~
<br />, . ' '.'
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />TYP. FILLED CELL W/3000
<br />P.S.I. CONC.
<br />W/1 #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. 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 />,. J" ..... ' ..' ., , ..' ..... ' .." .. '
<br />, . ':'.. ' ':... . ':'" . ..... ...
<br />
<br />_ FRAME (EXT.jBRG.jSHEAR) WALL
<br />(3" TO MASONRY CONNECTION DETAIL
<br />'SJ
<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 />-"
<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 />... --
<br />
<br />.~;~.'~ '
<br />..... '1..i ,-
<br />';::~ ::
<br />'" . .......
<br />.. ,q. 0.
<br />
<br />-
<br />
<br />SCALE: N.T.S.
<br />
<br />JI]J]
<br />
<br />OIIII
<br />
<br />NON-SHEARWALL SEGMENT
<br />
<br />I. III
<br />
<br />111111111111.1
<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 />FILLED CELL:
<br />FILL BLK. CELLS WITH 3000 P.S.I.
<br />jGROUT ONE #5 @ LOCATIONS 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 />I\OTE:
<br />SECTION BETWEEN DOW~ RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENII\GS ARE BETWEEN
<br />THEM.
<br />
<br />TYP. SHEARWALL SECTION
<br />
<br />I
<br />\
<br />
<br />2
<br />S-2
<br />
<br />-
<br />
<br />SCALE: N.T.S.
<br />
<br />PRECAST "U" LINTEL WI 1-#5 CONT, IN
<br />3000 PSI CONC, @ OPNGS, 6'-0" & OVER.
<br />PRECAST !lU" LINTEL ALL OPENINGS
<br />UNDER 6'-0".
<br />
<br />HURRICANE
<br />ANCHORS'~
<br />(TYP.)
<br />~
<br />J:.'II.,.':,t'. . 'I II
<br />.' .~.. '..:,.., '~':"''''': I ....;,
<br />, f"""'. ~.. ~.- ........:r~.- '"
<br />.. .., .... I . . 110.. . ' .. , Ii...,
<br />~ ~ -, -, -., -,
<br />
<br />I
<br />
<br />r--
<br />. . 'Ii...
<br />- .
<br />11..
<br />f.:
<br />
<br />.: ;,::,.,!.. .::'..: ".::'.': ;'::'..: ;'::'..: ",:
<br />.. --..... - ~ - ----- .. .............. -
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />- "
<br />
<br />: ."
<br />
<br />I
<br />
<br />l.: '. . I
<br />r: .. 110..
<br />
<br />I
<br />
<br />"
<br />
<br />I
<br />
<br />h "
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />SPLICES 25" MIN.
<br />LAP (ACI 530 )
<br />
<br />~
<br />
<br />10"
<br />IIH 00 KII
<br />1 ...,
<br />.~ ~ ~.:~' ~u~ ::':"':1': 'J,
<br />~...- ~". ~"':-''''''!Io, :--........
<br />. . ."''' .. . "f .. _' :'. . _' ,~ . ' j" ....
<br />
<br />
<br />~D I
<br />/1
<br />
<br />II
<br />
<br />h,
<br />L/',
<br />h
<br />'.',!J
<br />I~;,: :.
<br />
<br />...
<br />,
<br />
<br />~5
<br />
<br />I 5
<br />, S-2
<br />
<br />#5 REINF. ~
<br />BAR 1>
<br />-<,>
<br />..........Ql"
<br />'\
<br />ruu:~,~~ ~J
<br />
<br />#5 STD. 900 HOOK
<br />
<br />SCALE:l"=l'-O"
<br />
<br />20" MIN. LAP
<br />l' l'
<br />
<br />L#~ OR #4 REINF~RCING BAR
<br />
<br />#3 & #4 LAP SPLICE
<br />
<br />25" MIN, LAP
<br />
<br />~,~___ m =" Vv ~ f ..-~_,
<br />.m .J '-115 REiNF'OR~N'G' B~
<br />#5 LAP SPLICE
<br />" 36" MIN. LAP "
<br />1 1
<br />....'-~.I9'\.~l~S~~.. ~~9\;~ l~~~~"~S"~" Y. ,
<br />#6 REINFORCING BAR
<br />
<br />#6 LAP SPLICE
<br />
<br />-1111111:1
<br />~
<br />f-
<br />f-
<br />E=
<br />f-
<br />f-
<br />f-
<br />f-
<br />f-
<br />f-
<br />E
<br />f-
<br />f-
<br />f-
<br />f-
<br />f-
<br />~
<br />f-
<br />f-
<br />f-
<br />~
<br />f-
<br />f-
<br />f-
<br />~
<br />
<br />@
<br />
<br />F""
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<br />LINTEL PLAN NOTES:
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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
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<br />LAST PLOT DATE
<br />March 01, 2005
<br />
<br />DETAILS
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