|
9
<br />2
<br />#5 @ 32" O.C., TYP.
<br />Mir
<br />❑ SEE PLAN & SCHEDULE O
<br />(#5 VERT. @ 32" O.C., TYP. U.N.O.)
<br />F-1
<br />. NOTES:
<br />1. VERTICAL BAR AND FILLED CELL ALWAYS REQUIRED AT CORNERS,
<br />WALL ENDS, AND EACH SIDE OF OPENINGS, TYP.
<br />2. DISTRIBUTE ODD SPACES EVENLY BETWEEN CORNERS AND O
<br />OPENINGS, TYP.
<br />3. EMBED VERTICAL REINFORCING CLASS'B' LAP + 3" INTO CONCRETE.
<br />WALL REINFORCING TO BE FULL BAR DEPTH + STD. HOOK INTO 8"
<br />FOOTINGS, TYP.
<br />4. PROVIDE 48 BAR DIAMETER LAPS INTO MASONRY WALLS FIRST
<br />COARSE w/ FULL MORTAR BED, TYP.
<br />5. LAY MASONRY IN RUNNING BOND, TYP. (U.N.O.)
<br />1 Typical Masonry Wall Reinforcing
<br />S3.05 J
<br />SCALE: 3/a' = 1'-0"
<br />STOP GROUT POUR 13/" (MIN.) BELOW
<br />TOP OF MASONRY UNIT IF POUR IS
<br />STOPPED FOR MORE THAN ONE
<br />HOUR, TYP.
<br />SEE PLANS AND DETAILS FOR
<br />LOCATION AND REINFORCING
<br />OF GROUTED CELLS, TYP.
<br />PROVIDE 48 BAR 0 LAPS, TYP.
<br />GROUT TO CONFORM TO ASTM
<br />C476-83. SUBMIT MIX DESIGN FOR
<br />REVIEW. MAXIMUM AGGREGATE SIZE _
<br />3/" (#8). SLUMP = 8" TO 10". DO NOT
<br />USE SAME MIX AS USED FOR TIE BEAMS.
<br />NOTE:
<br />DO NOT GROUT UNTIL MORTAR HAS
<br />SET SUFFICIENTLY TO WITHSTAND THE
<br />PRESSURE OF THE GROUT. WAIT
<br />MINIMUM OF 24 HOURS, TYP.
<br />MAX. HEIGHT OF LIFT = 5'-0"
<br />MAX. HEIGHT OF POUR = 24'-0".
<br />MECHANICALLY CONSOLIDATE
<br />EACH LIFT 3-5 MINUTES AFTER
<br />LIFT IS POURED
<br />NOTE:
<br />RECONSOLIDATE THE GROUT AFTER
<br />ALLOWING THE EXCESS WATER TO BE
<br />ABSORBED BY THE MASONRY UNITS
<br />(3 TO 5 MINUTES)
<br />xrPROVIDE 4"x6" CLEANOUT HOLE @
<br />EACH REINF. CELL & REMOVE ALL
<br />DEBRIS INSIDE CELLS, SEAL PRIOR
<br />TO GROUTING, AFTER INSPECTION.
<br />A
<br />.7 :7
<br /><:I
<br />,J
<br />5 Typical High Lift Grouting Detail
<br />SCALE: %4° _ ,'-o"
<br />53.05 J
<br />CUDCIODC�T�DCADCIIID
<br />CONC. FILLED CELL
<br />ALTERNATE COURSES w/ VERTICAL REINF.
<br />OF 8" C.M.U.
<br />I
<br />CONT. BACKER ROD & SEALANT -
<br />TYP. BOTH FACES OF C.M.U.
<br />�Dcl Dci(c'' 0 DO D
<br />CONTROL JOINT @ 30'-0" O.C. (MAX)
<br />COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS
<br />NOTE: CUT LADDER REINF. @
<br />CONTROL JOINT
<br />Cnntrnl Inink in M;;mnry \ Mlalk
<br />SCALE: %4" = 1'-0"
<br />_ i......-
<br />NOTE:
<br />i3
<br />DO NOT GROUT UNTIL MORTAR HAS
<br />MT -7
<br />SET SUFFICIENTLY TO WITHSTAND
<br />THE PRESSURE OF THE GROUT. WAIT
<br />MINIMUM OF 24 HOURS, TYP.
<br />SEE PLANS AND DETAILS FOR
<br />LOCATION AND REINFORCING b H
<br />OF GROUTED CELLS, TYP. T
<br />----N
<br />STOP GROUT POUR 1%" (MIN.) BELOW
<br />TOP OF CONCRETE MASONRY UNIT.
<br />CONSTRUCT NEXT 5'-0" OF WALL AFTER
<br />PROVIDE 48 BAR 0 LAPS, TYP.
<br />LOWER SECTION IS GROUTED, TYP.
<br />MAX. HEIGHT OF LIFT = 5'-0"
<br />JROUT TO CONFORM TO ASTM NOTE:
<br />:476-83. SUBMIT MIX DESIGN FOR RECONSOLIDATE THE GROUT AFTER
<br />'EVIEW. MAXIMUM AGGREGATE SIZE = ALLOWING THE EXCESS WATER TO B
<br />$" (#8). SLUMP = 8" TO 10". DO NOT ABSORBED BY THE MASONRY UNITS
<br />)SE SAME MIX AS USED FOR TIE BEAMS. - (3 TO 5 MINUTES)
<br />4
<br />,7 4
<br />r6
<br />Typical Low Lift Grouting Detail
<br />53.05 SCALE: 3/4"= 1'-0"
<br />8" CMU LINTEL SCHEDULE
<br />�i�sr�RMlrw
<br />SAFE GRAVITY LOADS (PLF)
<br />SAFE LAT AL
<br />LOADS (PLF)
<br />SAFE UPLIFT LOADS (PLF)
<br />TYPE
<br />LENGTH
<br />SUS
<br />8F8-OB
<br />8F12-OB
<br />8F16-OB
<br />8F20-0B
<br />8F24-OR
<br />SF28-OB
<br />8F32-OB
<br />SUS
<br />SFS
<br />REINF.
<br />CMU*
<br />1F8-IT
<br />8F12-IT
<br />8F16-IT
<br />8F20-IT
<br />8F24-1T
<br />8F28-IT
<br />8F32-IT
<br />8F8-iB
<br />8F12-1B
<br />8F16-1B
<br />SF20-1B
<br />8F24-1B
<br />8F28-16
<br />aF32-1B
<br />8F8-2T
<br />SF12-2T
<br />8F16.2T
<br />8F20-2T
<br />8F24.2T
<br />8F28-2T
<br />SF32-2T
<br />2'-10" (34") PRECAST
<br />2231
<br />3069
<br />4605
<br />6113
<br />7547
<br />8974
<br />10394
<br />11809
<br />1293
<br />1642
<br />2135
<br />1972
<br />3173
<br />4460
<br />5747
<br />7034
<br />8321
<br />9608
<br />3069
<br />4605
<br />6113
<br />7547
<br />8974
<br />10394
<br />11809
<br />1972
<br />3173
<br />4460
<br />5747
<br />7034
<br />8321
<br />9608
<br />3'-6" (42") PRECAST
<br />2231
<br />3069
<br />3719
<br />5163
<br />6607
<br />8054
<br />9502
<br />10951
<br />1025
<br />1024
<br />1830
<br />1569
<br />2524
<br />3547
<br />4569
<br />5591
<br />6613
<br />7636
<br />3069
<br />4605
<br />6113
<br />7547
<br />8974
<br />10394
<br />11809
<br />1569
<br />2524
<br />3547
<br />4569
<br />5591
<br />6613
<br />7636
<br />4'-0" (48") PRECAST
<br />1966
<br />2561
<br />2751
<br />3820
<br />4890
<br />5961
<br />7034
<br />8107
<br />765
<br />763
<br />1365
<br />1363
<br />2192
<br />3079
<br />3966
<br />4853
<br />5740
<br />6627
<br />2693
<br />4605
<br />6113
<br />7547
<br />8974
<br />10394
<br />11809
<br />1363
<br />2192
<br />3079
<br />3966
<br />4853
<br />5740
<br />6627
<br />4'-6" (54") PRECAST
<br />1599
<br />1969
<br />2110
<br />2931
<br />3753
<br />4576
<br />5400
<br />6224
<br />592
<br />591
<br />1057
<br />1207
<br />1940
<br />2724
<br />3508
<br />4292
<br />5077
<br />5861
<br />2189
<br />4375
<br />6113
<br />7547 p)
<br />8672
<br />10294
<br />11809
<br />1207
<br />1940
<br />2724
<br />3508
<br />4292
<br />5077
<br />5861
<br />5'-4" (64°) PRECAST
<br />1217
<br />1349
<br />1438
<br />1999
<br />2560
<br />3123
<br />3686
<br />4249
<br />411
<br />411
<br />734
<br />1016
<br />1632
<br />2290
<br />2949
<br />3607
<br />4265
<br />4924
<br />1663
<br />3090
<br />5365
<br />7547 (36)
<br />7342 09)
<br />8733 p9)
<br />10127 p9)
<br />1016
<br />1632
<br />2290
<br />2949
<br />3607
<br />4265
<br />4924
<br />5-10" (70") PRECAST
<br />1062
<br />1105
<br />1173
<br />1631
<br />2090
<br />2549
<br />3009
<br />3470
<br />340
<br />339
<br />607
<br />909
<br />1492
<br />2093
<br />2694
<br />3295
<br />3897
<br />4498
<br />1451
<br />2622
<br />4360
<br />7168 (45)
<br />6036 fig)
<br />7181 (19)
<br />8328 (20)
<br />929
<br />1492
<br />2093
<br />2694
<br />3295
<br />3897
<br />4498
<br />6'-6" (78") PRECAST
<br />908
<br />1238
<br />2177
<br />3480
<br />3031
<br />3707
<br />1 4383
<br />5061
<br />507
<br />721
<br />483
<br />835 (12)
<br />1340
<br />1880
<br />2419
<br />2959
<br />3498
<br />4038
<br />1238
<br />2177
<br />3480
<br />5381
<br />8360
<br />1039Aq
<br />8825(14)
<br />835
<br />1340
<br />1880
<br />2419
<br />2959
<br />3498
<br />4038
<br />T-6" (90") PRECAST
<br />743
<br />1011
<br />1729
<br />1 2632
<br />2205
<br />2698
<br />3191
<br />3685
<br />424
<br />534
<br />357
<br />727 2,)
<br />(
<br />1021
<br />1634 (ts)
<br />2102 Ot)
<br />2571 so)
<br />(
<br />3039 io)
<br />(
<br />3508 9)
<br />1011
<br />1729
<br />2661
<br />3898
<br />5681
<br />8467(44)
<br />6472 (15)
<br />727
<br />1166
<br />1634
<br />2102
<br />2571
<br />3039
<br />1 3508
<br />9'-4" (112") PRECAST
<br />554
<br />699
<br />1160
<br />1625
<br />2564
<br />3486
<br />2818
<br />3302
<br />326
<br />512
<br />227
<br />591
<br />680
<br />1133 115)
<br />1471 (15)
<br />1811 (15)
<br />2152 (16)
<br />2494 (1s)
<br />752
<br />1245
<br />1843
<br />2564
<br />3486
<br />4705132)
<br />6390t49)
<br />591
<br />851
<br />1326
<br />1705
<br />2084
<br />2463
<br />2842
<br />10-6„ (126„) PRECAST
<br />475
<br />535
<br />890
<br />1247
<br />2093
<br />2777
<br />2163
<br />2536
<br />284
<br />401
<br />178
<br />530
<br />552
<br />914 (is)
<br />1185 05)
<br />1458 (i5)
<br />1732 (15)
<br />2007 (is)
<br />643
<br />1052
<br />1533
<br />2093
<br />2781
<br />3643(3s)
<br />4754(45)
<br />530
<br />686
<br />1183
<br />1526
<br />1865
<br />2204
<br />2544
<br />11'-4" (136°) PRECAST
<br />362
<br />582
<br />945
<br />1366
<br />1846
<br />2423
<br />3127
<br />4006
<br />260
<br />452
<br />152
<br />474
<br />485
<br />798 o)
<br />1034 o)
<br />1272 (is)
<br />1510 (15)
<br />1749 (15)
<br />582
<br />945
<br />1366
<br />1846
<br />2423
<br />3127
<br />4006
<br />494
<br />599
<br />1028
<br />1422
<br />1738
<br />2053
<br />2369
<br />12'-0" (144") PRECAST
<br />337
<br />540
<br />873
<br />1254
<br />1684
<br />2193
<br />2805
<br />3552
<br />244
<br />402
<br />135
<br />470 ( 9)
<br />441
<br />723 (14)
<br />936 ( 14)
<br />1151 (15)(5)
<br />1366(15)
<br />1582 (is)
<br />540
<br />873
<br />1254
<br />1684
<br />2193
<br />2805
<br />3552
<br />470
<br />543
<br />928
<br />1349
<br />1649
<br />1948
<br />2247
<br />13'-4" (160") PRECAST
<br />296
<br />471
<br />755
<br />1075
<br />1428
<br />1838
<br />2316
<br />2883
<br />217
<br />324
<br />109
<br />418 (15)
<br />373
<br />606 (wil
<br />783 (14)
<br />962 (14)
<br />1141 (14)
<br />1321 t,4i
<br />471
<br />755
<br />1075
<br />1428
<br />1838
<br />2316
<br />2883
<br />428
<br />455
<br />770
<br />1145
<br />1444
<br />1718
<br />1993
<br />14'-0" (168") PRECAST
<br />279
<br />424
<br />706
<br />[702771
<br />1326
<br />1697
<br />2127
<br />2630
<br />205
<br />293
<br />98
<br />384 ( is)
<br />346
<br />559 ( I4)
<br />723 ( i4)
<br />887 pal
<br />1052 (14)
<br />1218 (t4)
<br />442
<br />706
<br />1002
<br />1326
<br />1697
<br />2127
<br />2630
<br />410
<br />420
<br />709
<br />1050
<br />1434 te)
<br />1694 (a)
<br />1954 p)
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR.
<br />0000
<br />9 Typical Pre -Cast Lintel Schedule & Details By Cast -Crete
<br />S3.051
<br />SCALE: Y4" = 1'-0"
<br />NOTE: CONTRACTOR MAY SUBMIT ALTERNATE TO SC&D IN WRITING FOR APPROVAL, TYP.
<br />TYPICAL #9 GA. WIRE TRUSS OR --�
<br />LADDER REINF. FOR ALL C.M.U. WALLS,
<br />SPACED AT 1'-4" c/c VERTICALLY.
<br />ADDITIONAL LAYERS ABOVE AND BELOW
<br />WINDOW AND/OR DOOR OPENINGS, TYP.
<br />MINIMUM 6: LAP SPLICES
<br />ALL LADDER REINF. TO CONTINUE- --�
<br />TO ENDS OF WALLS & INTERSECTIONS
<br />CONC. FILLED CELL w/
<br />VERTICAL REINF. EXTENDING
<br />THRU BEAM. TYPICAL THIS
<br />PROJECT.
<br />Typical Masonry Wall Intersection
<br />3 & Corner Reinforcing Detail
<br />SCALE: %4" = 1'-0"
<br />53.05
<br />8" or 12" CMU
<br />-
<br />V --r WALL BEYOND
<br />I
<br />VERT. REINF. IN SOLID -
<br />O
<br />GROUTED CELL ADJACEN
<br />Z
<br />z I
<br />OPENINGS, TYP. (U.N.O.)
<br />LU
<br />I
<br />I
<br />T.O. CMU
<br />"
<br />-- 1-7 SEE ARCH.
<br />T
<br />T _"I
<br />"KO.V IN 8" CMU or "KO-2" IN
<br />-
<br />\
<br />12" CMU UP TO 10'- WIDE
<br />I
<br />11-0"
<br />OPENING. EXTEND 4" MIN.
<br />INTO VERT. FILLED CELL, TYP.
<br />CONT. LATH TO RETAIN
<br />GROUT IN UPPER COARSE, l
<br />VERT. REINF. PER PLAN w/
<br />STD. HOOK @ TOP INTO
<br />BOND BEAM, TYP.
<br />OPENING
<br />�v
<br />z
<br />oz
<br />zw
<br />O
<br />7 Typical Bond Beam @ Window Sill
<br />S3.0[ SCALE: %a" = 1'-0"
<br />,J
<br />8" CMU LINTEL w/ 2" RECESS DOOR U-LINTEL SCHEDULE
<br />Cio►sigrn
<br />SAFE GRAVITY LOADS (PLF)
<br />AFE LAT RAL
<br />LOADS (PLF)
<br />SAFE UPLIFT LOADS (PLF)
<br />TYPE
<br />LENGTH
<br />8RU6
<br />8RF6-OB
<br />8RF10-OS
<br />SRF14-OB
<br />8RF18-OB
<br />8RF22-Oa
<br />8RF26-OB
<br />8RF30-OB
<br />8RU6
<br />8RF6
<br />REINF,
<br />CMU'y
<br />8RF6-IT
<br />8RF10-1T
<br />8RF14-IT
<br />8RF18-IT
<br />8RF22-IT
<br />8RF26 IT
<br />$RF30-IT
<br />gRF6-1B
<br />BRF10-1B
<br />SRFl4-16
<br />8RF18 1B
<br />$RF22-1B
<br />8RF26-1B
<br />SRF30 16
<br />8RF6-27
<br />8RF10-2T
<br />8RF14-2T
<br />8RF1$ 2T
<br />8RF22-2T
<br />8RF26-2T
<br />8RF30-2T
<br />4'-4" (52") PRECAST
<br />1635
<br />1749
<br />3355
<br />3280
<br />4349
<br />5421
<br />6493
<br />7567
<br />75$
<br />757
<br />1365
<br />905
<br />1748
<br />2635
<br />3522
<br />4409
<br />5296
<br />6183
<br />1891
<br />3699
<br />5206
<br />6639
<br />8060
<br />9479
<br />10893
<br />905
<br />1748
<br />2635
<br />3522
<br />4409
<br />5296
<br />6183
<br />4'-6" (54") PRECAST
<br />1494
<br />1596
<br />3063
<br />2992
<br />3968
<br />4946
<br />5924
<br />6904
<br />694
<br />693
<br />1249
<br />867
<br />1675
<br />2525
<br />3374
<br />4224
<br />5074
<br />5924
<br />1756
<br />3699
<br />5206
<br />6639
<br />8060
<br />9479
<br />10893
<br />867
<br />1 1675
<br />2525
<br />3374
<br />4224
<br />5074
<br />5924
<br />5'-8" (68") PRECAST
<br />866
<br />920
<br />1770
<br />1716
<br />2277
<br />2839
<br />3402
<br />3966
<br />408
<br />407
<br />734
<br />675
<br />1301
<br />1960
<br />2618
<br />3277
<br />3935
<br />4594
<br />1167
<br />2481
<br />4567
<br />6389
<br />8060(34)
<br />7917 (19)
<br />9311 (19)
<br />675
<br />1301
<br />1960
<br />2618
<br />3277
<br />3935
<br />4594
<br />5-10" (70") PRECAST
<br />810
<br />859
<br />1653
<br />1600
<br />2124
<br />2649
<br />3174
<br />3700
<br />382
<br />381
<br />687
<br />655
<br />1262
<br />1900
<br />2538
<br />3176
<br />3815
<br />4453
<br />1113
<br />2342
<br />4242
<br />6639 (lo)
<br />8060(39)
<br />7402 (t9)
<br />8706 (19)
<br />655
<br />1262
<br />1900
<br />2538
<br />3176
<br />3815
<br />4453
<br />6'-8" (80") PRECAST
<br />797
<br />901
<br />1825
<br />3120
<br />5048
<br />7747
<br />9448
<br />1 7360
<br />595
<br />788
<br />510
<br />570
<br />1012
<br />1651
<br />2204
<br />2758
<br />3312
<br />3865
<br />901
<br />1825
<br />3120
<br />5048
<br />7915
<br />9479
<br />10893(32)
<br />570
<br />1097
<br />1651
<br />2204
<br />1 2758
<br />3312
<br />3865
<br />7'-6" (90") PRECAST
<br />669
<br />755
<br />1490
<br />2459
<br />3776
<br />5743
<br />7239
<br />5623
<br />509
<br />674
<br />393
<br />506
<br />797
<br />1462 (8)
<br />1952 (8
<br />2442 (6)
<br />2931 (6)
<br />3257
<br />755
<br />1490
<br />2459
<br />3776
<br />5743
<br />8998(i9)
<br />10893(48)
<br />506
<br />967
<br />1462
<br />1952
<br />2442
<br />2931
<br />3421
<br />9'-8" 016") PRECAST
<br />4„
<br />466
<br />999
<br />1568
<br />1 2253
<br />3129
<br />4091
<br />3146
<br />370
<br />490
<br />227
<br />395
<br />491
<br />931 (12)
<br />1301 p5)
<br />1640 (15)
<br />1980 (15)
<br />2322 (t6)
<br />526
<br />999
<br />1568
<br />1 2253
<br />3129
<br />4150
<br />5891(47)
<br />395
<br />1 589
<br />1135
<br />1514
<br />1893
<br />2272
<br />2652
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR.
<br />GENERAL NOTES FOR LINTELS:
<br />MATERIALS:
<br />1. fc PRECAST = 4000 PSI.
<br />2. fc GROUT = 3000 PSI w/ %8' MAXIMUM AGGREGATE, TYP.
<br />3. C.M.U.'s PER ASTM C90 w/ MINIMUM NET AREA COMPREHENSIVE STRENGTH = 1900 PSI.
<br />4. REBAR PROVIDED IN PRECAST PER ASTM A615 GRADE 60.
<br />5. FIELD REBAR PER ASTM A615 GRADE 60.
<br />6. MORTAR PER ASTM C270 TYPE M OR S.
<br />STRUCTURAL NOTES:
<br />1. SHORE PRECAST AT 6-0" O.C.
<br />2. SAFE LOAD VALUES BASED ON NOMINAL 8" MINIMUM BEARING, TYP.
<br />3. FOR COMPOSITE HEIGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LOWER HEIGHT.
<br />4. FOR LENGTHS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LARGER LENGTH.
<br />5. ALL SAFE LOADS ARE EXPRESSED IN POUNDS PER LINEAR FOOT.
<br />6. COMPOSITE BEAM SAFE LOADS ARE BASED ON ONE #6 FIELD REBAR IN BOTH TOP AND BOTTOM.
<br />7. SAFE LOADS RATINGS PER ACI 318 AND ACI 530.
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