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<br />MATERIALS
<br />
<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 />GEI'\ERAL INSTALLATION NOTES
<br />
<br />ROUT
<br />
<br />5 RE3AR AT Bono,,"
<br />Oc LlVEL CAV',TY
<br />
<br />BOnO\o1 REI~FORC ~G
<br />7- PROV DED ~ liNEL
<br />(VARloS)
<br />
<br />1, Provide full Mortar head and bed joints.
<br />2. Shore f;lled I;ntels as required.
<br />3, Installaron of lintel must comply with the architectural and/or s',ructural 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, 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 />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 />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 exterior concrete masonry walls shall have
<br />a coating of stucco applied in accordance with ASTM C-926 or other approved
<br />coaLng,
<br />12. L,n',els loaded simultaneous'y 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 horizortal load
<br />
<br />< 1.0
<br />
<br />1. All values based on minimum 4" bearing. Exception: Safe loads for unfil!ed
<br />
<br />iintes must be reduced by 20% ,f bearing length is less than 6-1/2".
<br />
<br />Sa'e loads for all recessed lintels based on 8" nominal bearing,
<br />
<br />2 N.R. = Not Rated,
<br />
<br />3. ~ofe loodl ore :otolsuperimposed allowable load on the lecfion lpecified.
<br />
<br />4, Sa'e loads based on grade 40 or grade 60 field rebar.
<br />
<br />5, Additional lateral load capacity con be obtained by the designer by providing
<br />addional reinforced ~asonry above the precast lintel.
<br />6, One #7 rebar ~ay be subsNuted for two #5 rebars In 8" lintels on'y.
<br />7, The des'gner may evaluate concentrated loads from the safe load tabies 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 lengths not shown, use safe load from the next iongest 'ength shown.
<br />10, A:I safe loads in un'ts of pounds per linear foot.
<br />11, All safe 'oads based on simply support span,
<br />12, The number in the parenthesis indicates the percent reduction for grade 40
<br />field added rebar,
<br />Example: 7'-6" lintel Type 8f32,lB safe gravity load = 6472 (15)
<br />w/15% reduction = > 6472 (,85) = 5501 plf
<br />
<br />SAFE LOAD TABLES
<br />
<br />~~~
<br />
<br />~ ~YPE
<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 />5'-10' (70") PRECAST
<br />6'.6' (78") PRECAST
<br />
<br />7'.6" (90") PRECAST
<br />9'-4" (112"jPRECAST
<br />
<br />10'.6' (126") PRECAST
<br />11'-4" (136") PRECAST
<br />
<br />12'.0" (144") PRECAST
<br />13'-4" (160") PRECAST
<br />
<br />14'.0" (168") PRECAST
<br />14'.8" (176") PRESTRESSED
<br />
<br />15'-4" (184") PRESTRESSED
<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 />L~
<br />
<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 />
<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 />
<br />14'-8" (176") PRESTRESSED
<br />
<br />15'.4" (184") PRESTRESSED
<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 />L~ 8R1.6
<br />4'-4' (52") PRECAST 1635
<br />
<br />4'6" (54") PRECAST 1494
<br />
<br />5'-8" (68") PRECAST 866
<br />5'-10" (70") PRECAST 810
<br />6'.8" (80") PRECAST 797
<br />
<br />7'.6" (90") PRECAST 669
<br />9'.8' (116")PRECAST 411
<br />
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />
<br />8F8-1T
<br />8F8-2T
<br />197?
<br />1q7?
<br />10;I';q
<br />1569
<br />1.'<"'-'<
<br />1363
<br />1207
<br />1207
<br />1016
<br />1016
<br />909
<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 />8F8-1B
<br />2231 ,<Ol';q
<br />3069
<br />2231,<ol';q
<br />:<01';9
<br />1966 2561
<br />269.1
<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 />N,R, NR
<br />300
<br />N,R, NR
<br />235
<br />N,R, 'JR
<br />180
<br />I\I,R, NR
<br />165
<br />'JR, NR
<br />129
<br />
<br />8F12-0B
<br />8F12,lB
<br />,1!,:oo;
<br />4605
<br />'<71q
<br />41';O<=;
<br />2751
<br />4605
<br />?110
<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 />8F16-0B ~F20.0B
<br />8F16-1B 8F20-1B
<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 />,.,,,,,,
<br />,,,,.,'"
<br />'Q' .,
<br />1 ?,17
<br />,"'.,.,
<br />p""
<br />,~""
<br /><"'~,
<br />< "'~,
<br />"no
<br />"n~
<br />,,..,,..,,,
<br />,,..,,..,..,
<br />^'o
<br />,~7""
<br />~Jq
<br />1 ?o;O
<br />^'o
<br />qo;l'l
<br />"0
<br />70;l'l
<br />,,~
<br />o;qR
<br />,,~
<br />0;0;0
<br />"c:l
<br />450
<br />
<br />UPLIFT
<br />
<br />8F20-1T
<br />8F20-2T
<br /><=;747
<br /><=;747
<br />40;I';q
<br />4569
<br />:<ql';l';
<br />:<966
<br />'<">08
<br />3508
<br />2949
<br />2949
<br />2694
<br />2694
<br />2419
<br />2419
<br />2102 III
<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 />378 111
<br />508
<br />341 (10
<br />450
<br />
<br />7547
<br />7547
<br />6607
<br />7547
<br />4890
<br />7">47
<br />3753
<br />7547(7)
<br />2560
<br />7547(36)
<br />2090
<br />7168 (45)
<br />3031
<br />5381
<br />,.,,.,,,'"
<br />~QOQ
<br />,.,"'",
<br />,.,"'",
<br />"'''0''
<br />,.,"o~
<br />'0'"
<br />, Q'"
<br />. "0'
<br />'''OA
<br />, '",0
<br />'" "'0
<br />, ~"'''
<br />D..,"
<br />~Iq
<br />10"'''
<br />^''''
<br />n~~
<br />"'"
<br />1~"'''
<br />,,~
<br />, (")~7
<br />"c:l
<br />""~
<br />"c:l
<br />7""
<br />"c:l
<br />R~"
<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 />8F24-1T
<br />8F24-2T
<br />7"'<,1
<br />70'<4
<br />,,>,,>q1
<br />"591
<br />4R">"
<br />4R"i3
<br />4?q?
<br />4292
<br />-:;:607
<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 />
<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 />'<R
<br />2058
<br />'JR
<br />1609
<br />NR
<br />1282
<br />NR
<br />1114
<br />NR
<br />1047
<br />NR
<br />884
<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 />11809
<br />11809
<br />1095'
<br />11809
<br />8107
<br />1180Q
<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 />8F28-1T
<br />8F28-2T
<br />R'<')1
<br />R,?1
<br />1';1';1'<
<br />6613
<br />"'711"
<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 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 />8F32,1T
<br />8F32,2T
<br />ql';OR
<br />qRl'lR
<br />71';'<1';
<br />7636
<br />1';1';?7
<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
<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-LlN TELS
<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 'J.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 8R, F6-1T RRF1 o-1TI RRF1 <1-1T 8RF18-1T 8RF22,1T 8RF26-1T 8RF30-1T
<br />LENGTH ------.: 8RF6-2T I A..?T 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T
<br />4'-4" (52") PRECAST 905 174R 2635 3522 4409 5296 6183
<br />905 17<1R 2635 3522 4409 5296 6183
<br />4'-6" (54") PRECAST 867 1 R7"> 2525 3374 4224 5074 5924
<br />867 1 R7<=; 2525 3374 4224 5074 5924
<br />5',8" (68") PRECAST 675 1 '<l'l1 1960 2618 3277 3935 4594
<br />675 ,.,,,, 1960 2618 3277 3935 4594
<br />5',10" (70") PRECAST 655 1 ?R? 1900 2538 3176 3815 4453
<br />655 1?R? 1900 2538 3176 3815 4453
<br />6'.8" (80") PRECAST 570 101? 1651 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) 1301115 1640 (15 1980 (15 2322 (16
<br />395 589 1135 1514 1893 2272 2652
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIO'<S FOR
<br />GR40 FiELD ADDED REBAR, SEE "OTE NO.4
<br />
<br />8F12,1T 8F16-1T
<br />8F12.2T 8F16-2T
<br />
<br />::<1 B 4460
<br />.'<17::< 441';n
<br />?">?4 :<."47
<br />2524 ~54 7
<br />?1 q? :<079
<br />2192 307Q
<br />1940 2724
<br />1940 2724
<br />1632 ?290
<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 />198 306 111
<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,lB
<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 />8U8 8F8 REINF,
<br />CMU
<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 />LATERAL
<br />
<br />8RU6 8RF6 REI '<F.
<br />CMu'
<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' '~I' ,
<br />"'. ,., ..." . I ,. , .....,. , I
<br />~ ::; ;;: =; ::;: ::; :;: = ~..
<br />....' .... .,." , I I' . "',... ,
<br />.. .... .." .... .
<br />
<br />I
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />h :
<br />
<br />I
<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 />I
<br />
<br />h. ;,
<br />
<br />T
<br />
<br />~
<br />
<br />"
<br />',.. 'I
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />I
<br />
<br />I.: :
<br />f~ ~ ,.
<br />
<br />I
<br />
<br />I
<br />
<br />'. ,
<br />'.,
<br />
<br />I
<br />
<br />I: '
<br />t:' .,
<br />
<br />8" C.M.U.
<br />
<br />I
<br />
<br />I
<br />
<br />" ,
<br />.,.. ...
<br />
<br />2" X 4" P.T. W/
<br />(3) 1/2" X 8" "J" SOL TS 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 />I
<br />
<br />I.:
<br />t-~" :
<br />
<br />I
<br />
<br />I
<br />
<br />"
<br />',." :
<br />
<br />I
<br />
<br />I.:
<br />r.
<br />
<br />,. ~... ... ,"'.... .... .....,. , , ~,
<br />," ~.. ~: ,~:... J: :; "": .~: .. ~
<br />, .....,. .., .... " .... ..
<br />
<br />. , . . ,:~
<br />. ~....", , ...... , .,... , ....' .
<br />.. ~.. .,. " ~.. ." ' ~.. I..... ' ~.. ." '
<br />... ' 0, I... . .,.~... . '''.,. . .,.~,
<br />
<br />__ FRAME (EXT./BRG./SHEAR) WALL
<br />~ 3"\ TO MASONRY CONNECTION DETAIL
<br />\gI
<br />
<br />SCALE: N.T.S.
<br />
<br />LINTEL BEAM: ,~.
<br />1 COURSE LINTEL :
<br />BLOCKW/l#5 .
<br />BAR & 3000 PSI .
<br />GROUT, MIN. 25"
<br />LAP (ACI 530)
<br />
<br />JIll)
<br />
<br />IffiIl[
<br />
<br />NON-SHEARWALL SEGMENT
<br />
<br />I. III I I 1IIIIII11T .-r
<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 />.. - - '~:~-'~ .
<br />~,.. , J "
<br />',,,,' ,
<br />~..';<~', ~..
<br />'I,' ll.
<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 />TOP_OF SLA_B ~
<br />
<br />
<br />r\OTE:
<br />SECTION BElWEEN DOWN RODS
<br />ARE CO~SIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BElWEEN
<br />THEM.
<br />
<br />J
<br />,
<br />
<br />2
<br />S-2 '
<br />
<br />TYP. SHEARWALL SECTION
<br />
<br />SCALE: N.T.S.
<br />
<br />-
<br />
<br />pr~ECAST "ij" LINTEL IN/1ff5 CONT, IN
<br />3000 PSI CONC. @ OPNGS, 6'0" & OVEFZ.
<br />PRECf\ST "U" LINTEL ALL OPENiNGS
<br />ij~mEr~ 6'.0".
<br />
<br />HURfiiCANE
<br />ANCHOR~S~ SPLICES 25" MIN. 10"
<br />(TYP,) LAP (ACI 530 ) HOOK
<br />~ ~ l' 1"
<br />~.:t:~'r',~.t :"7:~ :~'i .~.:: . "~ :~~ :o=::~ ~.~~. ~::1::. ,7',: .~
<br />I h,
<br />
<br />I
<br />
<br />r.--
<br />..-. "'110"
<br />, ,
<br />l
<br />
<br />.. ",. ~I<" I . ,.'f"'~ .. . ""k; .. . ',"'~ .. ,....'*'.. " .'
<br />"".. l A k.", t J lo..." A It..." J 10..".. '".. 1.l ..
<br />.. ~ _....:..-'_.~'- ~ -", +,.-
<br />
<br />~
<br />
<br />~
<br />
<br />I
<br />
<br />"
<br />
<br />, "
<br />
<br />I
<br />
<br />T ':, REBAR BOTH SIDES FOf " :,
<br />.
<br />
<br />.~ ':, OPENINGS 6'-0" OR MOR~, :,
<br />l':
<br />
<br />~;, "
<br />
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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
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<br />4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER
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<br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED
<br />FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED
<br />FOR PROPER LINTEL HEIGHT,G.C. COORDINATE.
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<br />STD. 90 HOOK
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<br />J 90\ LINTELS AT ENTRY DOOR w/RAISED ENTRY
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<br />5-2
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<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 11, 2005
<br />
<br />DETAILS
<br />
|