|
I L - I III 'I I I I I I I I
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" x 8'' LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />UNFILLED
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE/ BAR
<br />BOTTOM BAR
<br />GRAVITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#5L (I)#5U
<br />(1)#51. (])#5U
<br />(0)#5L (1)#5U
<br />(I)#5L (2)#5U
<br />DETAIL'A'
<br />DETAIL'B'
<br />DETAIL'C'
<br />fl)#5L (1)#5U
<br />DETAIL'D'
<br />DETAIL'B'&'C'
<br />2'- 10"
<br />1 V-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6740
<br />1 9462
<br />9462
<br />10000
<br />10000
<br />3-6'
<br />2-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2912
<br />5318
<br />5318
<br />5114
<br />5114
<br />41�01"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2038
<br />3722
<br />3722
<br />3598
<br />3598
<br />4'-6"
<br />3-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1566
<br />2859
<br />2859
<br />2772
<br />2772
<br />41�91
<br />3-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1453
<br />2654
<br />2654
<br />2574
<br />2574
<br />5-4"
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(21 No. 3
<br />1127
<br />2013
<br />2013
<br />2000
<br />2000
<br />5--1 0"
<br />4-4'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(21 No. 3
<br />964
<br />964
<br />1636
<br />1636
<br />1712
<br />1712
<br />6-6"
<br />5-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />7 96
<br />796
<br />1454
<br />1454
<br />1435
<br />1435
<br />7-6"
<br />6-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />639
<br />639
<br />1167
<br />1167
<br />1152
<br />1152
<br />7-13"
<br />64"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />6 19
<br />619
<br />N
<br />V
<br />1130
<br />1130
<br />1115
<br />1115
<br />&�O"
<br />6'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />_ 1
<br />"8
<br />581
<br />1062
<br />1062
<br />1048
<br />1048
<br />8'-4"
<br />7-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />548
<br />548
<br />1001
<br />1001
<br />979
<br />988
<br />91411
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />467
<br />853
<br />853
<br />759
<br />8 4
<br />843
<br />3
<br />10'-6"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />398
<br />727
<br />727
<br />582
<br />718
<br />7 I 8
<br />11'4'
<br />101-01,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />355
<br />649
<br />649
<br />489
<br />4
<br />649
<br />6 9
<br />12'-0"
<br />10'-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />329
<br />602
<br />602
<br />430
<br />602
<br />17-6'
<br />1 V-2"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />312
<br />570
<br />570
<br />391
<br />570
<br />13'-4"
<br />12'-0"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />287
<br />525
<br />525
<br />337
<br />525
<br />P451
<br />144-011
<br />17-13"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />270
<br />449
<br />449
<br />286
<br />14'-8"
<br />13'-4 .1
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />N.R.
<br />522
<br />522
<br />360
<br />499
<br />9
<br />(2) No. 4
<br />(2) 7116 strand +
<br />15'-4"
<br />14'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />N.R.
<br />473
<br />473
<br />328
<br />455
<br />(2) No. 4
<br />(2) 7116 strand +
<br />174"
<br />16'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />N.R.
<br />357
<br />357
<br />254
<br />352
<br />(2) No. 4
<br />19'-4"
<br />18'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />N.R.
<br />277
<br />277
<br />202
<br />281
<br />(2) IN . 5
<br />(2) 7/16 strand +
<br />20'-0"
<br />18'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />256
<br />256
<br />188
<br />262
<br />(2) No. 5
<br />N.R.
<br />21'-4*'
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />219
<br />219
<br />165
<br />229
<br />(2) No. 5
<br />N.R.
<br />22'-0"
<br />20'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />203
<br />203
<br />155
<br />215
<br />(2) No. 5
<br />N.R.
<br />(2) 7116 strand +
<br />24'-0" 1
<br />22'-8"
<br />1
<br />PRESTRESSED
<br />1
<br />12) No. 3
<br />1
<br />(2) No. 5
<br />N.R.
<br />164
<br />164
<br />124
<br />179
<br />N.R.- NOT RECOMMENDED
<br />d.
<br />Aj
<br />DETAIL "A" DETAIL "B"
<br />.011 J�- "i Tol"O".
<br />DETAIL "C" DETAIL "D".
<br />TYPE DESIGNATION
<br />P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
<br />S - SOL D NTEL 7 r �111, ER LINTL CAVITY
<br />[8xl 6-P-1 L/I J]
<br />NOMINAL AIDTJ L GLANTFFY OF #5 BAR
<br />NOMINAL HEIGHT J U PPER LINTEL CAVITY
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8'' X 16" COMPOSITE LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE / BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0) *5L I ) #5U
<br />(0)*51- (])#5U
<br />(I)#5L (I) #5U
<br />(1)#5L (2)#5U
<br />(1) #51- (�)#51LJ
<br />DETAIL'H'
<br />DETAIL'J'
<br />DETAIL'H , &'J'
<br />DETAILX
<br />2'- 10"
<br />V-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3�4'
<br />2--2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-0"
<br />2-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9550
<br />10000
<br />10000
<br />10000
<br />4'-6"
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7207
<br />10000
<br />9863
<br />10000
<br />4�41
<br />3$4$
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6614
<br />1 DOOO
<br />9053
<br />10000
<br />54'
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4843
<br />6687
<br />6635
<br />7320
<br />51� 101)
<br />4'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3940
<br />5211
<br />5402
<br />5641
<br />6-6"
<br />1 5':�Z;'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4350
<br />4350
<br />4225
<br />4314
<br />7-6"
<br />6-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3206
<br />3206
<br />3063
<br />3183
<br />7141
<br />61411
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3071
<br />3071
<br />2916
<br />3049
<br />81-01,
<br />6-13"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2831
<br />2831
<br />2651
<br />2811
<br />8'-4"
<br />7'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2625
<br />2625
<br />2421
<br />2607
<br />9'-4"
<br />81-01.
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2153
<br />2153
<br />1881
<br />2139
<br />10141
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1777
<br />1777
<br />1448
<br />1766
<br />1 V-4"
<br />la-0'.
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1568
<br />1568
<br />1222
<br />1568
<br />12'-0"
<br />10'-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1439
<br />1439
<br />1075
<br />1479
<br />12'-6"
<br />]1'-2"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1354
<br />1354
<br />981
<br />1354
<br />13'-4"
<br />12-10"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1232
<br />1232
<br />849
<br />1232
<br />14'-0"
<br />17-8"
<br />PRECAST
<br />(2) NoA 3
<br />(2) No. 5
<br />1149
<br />1149
<br />760
<br />1149
<br />14'-8"
<br />13'-4"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1419
<br />1419
<br />850
<br />1347
<br />(2) No. 4
<br />154"
<br />14'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />1291
<br />1291
<br />775
<br />1270
<br />(2L No. 4
<br />174"
<br />16-a'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />993
<br />993
<br />600
<br />1084
<br />(2) No. 4
<br />19'-4"
<br />181-01,
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />1035
<br />1035
<br />478
<br />936
<br />(2) No. 5
<br />20'-0"
<br />18'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />961
<br />961
<br />446
<br />872
<br />(2) No. 5
<br />2 V-4"
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />834
<br />834
<br />390
<br />763
<br />(2) No. 5
<br />22'-CY'
<br />20�-8-'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />720
<br />720
<br />366
<br />716
<br />(2) No. 5
<br />(2) 7/16 strand +
<br />1
<br />__f
<br />24
<br />22'-&'
<br />PRESTRESSED
<br />(2) No. 3
<br />1
<br />(2) No. 5
<br />642
<br />642
<br />306
<br />599
<br />DETAIL "H" DETAIL "K"
<br />TYPE DESIGNATION
<br />P - PLAIN LINTEL/ -1 GLANTFYO 45 BAR AT
<br />S � SOLID LINTEL r H.-F1 J-11 CAVITY
<br />[8x16-P-1L11IJ]
<br />,NOMINAL WHIT Hj L CIA TITY OF #1 1A I A'
<br />NOMINAL HEIGHT UPPER LINTEL CA VIT� I
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />Tx`12" RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTELTYPE
<br />LINTEL STEEL TOP
<br />WIRE/ BAR
<br />LINTEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFE LOAD
<br />PLAIN
<br />SOLID
<br />#5 (1) U (0) L
<br />I
<br />SOLID
<br />115 (
<br /># 5 '(� IL U'0�'l ILL
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAILDE
<br />DETAIL DF
<br />DETAILDE DF
<br />DETAIL 'DG'
<br />3-8"
<br />1 2'-4
<br />7-0"
<br />1 PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3764
<br />6455
<br />5637
<br />5637
<br />4'-0"
<br />2'-8''
<br />24"
<br />PRECAST
<br />f2) D4.5 WIRE
<br />(2) No. 3
<br />2970
<br />4965
<br />4401
<br />4401
<br />4'-2"
<br />21-10"
<br />2'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2654
<br />4449
<br />3965
<br />3965
<br />4'4"
<br />3'-0"
<br />2-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2400
<br />4030
<br />3607
<br />3607
<br />4'-8"
<br />3'-4"
<br />3'-D"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1966
<br />3390
<br />3053
<br />3053
<br />5-8"
<br />4'-4"
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1193
<br />2290
<br />2085
<br />2085
<br />6-8"
<br />54"
<br />5-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1764
<br />1763
<br />1578
<br />1578
<br />7-8"
<br />614"
<br />6-0"
<br />PRECAST
<br />l2) D4.5 WIRE
<br />(2) No. 4
<br />1 1409
<br />1409
<br />1 1188
<br />1267
<br />9'-ff'
<br />8'4"
<br />8F-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1000
<br />1000 1
<br />686
<br />1 903
<br />DETAIL "DE" DETAIL "DF'
<br />TYPE DESIGNATION
<br />P - PLAIN LINTEL/ -1
<br />QUANTITY OF #5 BAR AT
<br />5 -SOLID LINTEL
<br />r LOWER LINIEL CA11Y
<br />[8x16-P-1L/IU]
<br />NOMINALWIDTHJ
<br />L IPAIRITIY .1 �1 BAR
<br />NOMINAL HEIGF
<br />UP , JNTELCAVTFY
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" X 12" COMPOSITE LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE / BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#5L (1)#5U
<br />(0)#5L (])#5U
<br />(1) #5L (1) #5U
<br />(])#5L (2)#5U
<br />(1)#5L (l)#5U
<br />DETAIL'E'
<br />DETAIL'F'
<br />DETAIL'E' & 'F'
<br />DETAIL'G'
<br />2'- 10"
<br />V-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3'-6"
<br />2'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9383
<br />10000
<br />10000
<br />10000
<br />4'-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6766
<br />8225
<br />9200
<br />9445
<br />4'-6"
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5104
<br />5671
<br />6345
<br />6345
<br />4'-8"
<br />3'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4683
<br />5137
<br />5717
<br />5717
<br />54'
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3428
<br />3727
<br />4091
<br />4091
<br />51-101,
<br />4-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2787
<br />3088
<br />3369
<br />3369
<br />6-6`
<br />51-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2560
<br />2560
<br />27 3
<br />2723
<br />7-6"
<br />6-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1992
<br />1992
<br />2112
<br />2112
<br />7'-8"
<br />61-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1921
<br />1921
<br />2035
<br />2035
<br />8'-0"
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1792
<br />1792
<br />1862
<br />1897
<br />8'4'
<br />7-10"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1679
<br />1679
<br />1699
<br />1776
<br />9'-A"
<br />8._0.1
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1411
<br />1 1411
<br />1319
<br />1489
<br />10141
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1186
<br />1186
<br />1014
<br />1251
<br />1 V-4"
<br />101-01,
<br />PRECAST
<br />[2) No. 3
<br />(2) No. 5
<br />1074
<br />1074
<br />854
<br />1121
<br />121-01"
<br />101-81,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />992
<br />992
<br />751
<br />1035
<br />12'-6"
<br />1 V-2"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />937
<br />937
<br />685
<br />978
<br />13'-4"
<br />12'-0"
<br />PRECAST
<br />(2) No. 3_
<br />(2) No. 5
<br />859
<br />859
<br />591
<br />896
<br />14'-0"
<br />12'-8'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />804
<br />804
<br />529
<br />838
<br />14'-8"
<br />13'-4"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1207
<br />1207
<br />605
<br />938
<br />(2) No. 4
<br />15-4"
<br />14'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1095
<br />1095
<br />551
<br />887
<br />(2) No. 4
<br />174"
<br />16'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />836
<br />836
<br />426
<br />763
<br />(2) No. 4
<br />19'4"
<br />181-W
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />655
<br />655
<br />340
<br />645
<br />(2) No. 5
<br />20'-0"
<br />181-81,
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />607
<br />607
<br />317
<br />601
<br />(2) No. 5
<br />21'-4"
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />524
<br />524
<br />277
<br />526
<br />(2) No. 5
<br />1
<br />1
<br />22'-0"
<br />20'-8"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />488
<br />488
<br />260
<br />493
<br />(2) No. 5
<br />(2) 7116 strand +
<br />24'-0"
<br />1
<br />22--8"
<br />PRESTRESSED
<br />(2) No. 3
<br />1
<br />[2) No. 5
<br />399
<br />399
<br />1
<br />217
<br />412
<br />.4*t
<br />M
<br />DETAIL "E" DETAIL "F" DETAIL "G"
<br />TYPE DESIGNATION
<br />P PLAIN LINTELd QUANTITY OF #5 BAR A'
<br />5 -SOL ' -1
<br />D NT, _.�ER LIINTELI�'F`y
<br />[8x I 6-P-1 L/1 J]
<br />NCMINA� WIDTHJ L W111 Y .111 BAR A
<br />. NOMINAL HEIGHT _ _ UPPER LINTEL ]CAVtATY AT
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" X 20" COMPOSITE LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE/ BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0) #5L (1) #5U
<br />(1)#5L (])#5U
<br />(0)#5L (1)#5U
<br />(I)*5L (2)#5U
<br />DETAIL'L'
<br />DETAIL'M'
<br />(1)#5L (])#5U
<br />DETAIL'N'
<br />DETAIL'L'&'M'
<br />2'- 10"
<br />1-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />f2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3'-6'
<br />7-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />[2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />[2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-6'
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9313
<br />10000
<br />10000
<br />10000
<br />4--8"
<br />34-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />8548
<br />10000
<br />10000
<br />10000
<br />54'
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />[2) No. 3
<br />6261
<br />10000
<br />8605
<br />10000
<br />5-1011
<br />4-4-
<br />1 PRECAST
<br />(2) D4.5 WIRE
<br />[2) No. 3
<br />50;5
<br />8995
<br />7007
<br />9811
<br />6'-6"
<br />5-2"
<br />PRECAS'
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />6871
<br />6871
<br />5482
<br />6814
<br />7-6"
<br />6-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4693
<br />4693
<br />3976
<br />4661
<br />7-8"
<br />64"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4456
<br />4456
<br />3785
<br />4427
<br />&_01.
<br />6*-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4047
<br />4047
<br />3443
<br />4021
<br />8'-4"
<br />7-10"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3706
<br />3706
<br />3144
<br />3683
<br />74"
<br />6-10"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2954
<br />2954
<br />2445
<br />2937
<br />10'-6"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2384
<br />2384
<br />1884
<br />2371
<br />11'4"
<br />101-01,
<br />PRECAST
<br />(2) No. 3
<br />f2) No. 5
<br />2082
<br />2082
<br />1590
<br />2082
<br />17-0"
<br />101-81,
<br />PRECAST
<br />(2) No. 3
<br />[2) No. 5
<br />1895
<br />1895
<br />1401
<br />1895
<br />12'-6"
<br />1 V-2"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1775
<br />1775
<br />1279
<br />1775
<br />13'-4"
<br />12'-0"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1605
<br />1605
<br />1107
<br />1605
<br />14'-D"
<br />12'-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1490
<br />1490
<br />992
<br />1490
<br />14'41
<br />13'-4"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1948
<br />1948
<br />1093
<br />1591
<br />(2) No. 4
<br />154"
<br />14'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1774
<br />1774
<br />996
<br />1494
<br />(2) No. 4
<br />174"
<br />16'-0"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />1368
<br />1368
<br />771
<br />1264
<br />(2) No. 4
<br />19'4"
<br />181-01,
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />1084
<br />1084
<br />615
<br />1095
<br />(2) No. 5
<br />20'-0"
<br />181-81,
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />1008
<br />1008
<br />573
<br />1048
<br />[2) No. 5
<br />211-4"
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />877
<br />877
<br />501
<br />966
<br />(2) No. 5
<br />27-011
<br />20'-8"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />850
<br />850
<br />471
<br />923
<br />(2) No. 5
<br />(2) 7116 strand +
<br />24--0"
<br />22'-8"
<br />1
<br />PRESTRESSED
<br />1
<br />(2) No.3
<br />1
<br />(2) No. 5
<br />740
<br />740
<br />1
<br />393
<br />1
<br />772
<br />L"
<br />DI
<br />N11
<br />TYPE DESIGNATION
<br />P-PL�INLLINTTEEL/ -1 FQIAIITIIOI15111AT
<br />S-SOLD N _C�ER LINTEL CAVITY
<br />[8xl 6-P-1 L/1 J]
<br />NOMINAL WIDTHJ LQ�UA TrYCF#5BAR
<br />NOMINAL HE.- 1 U PPER LINTEL CAVFY
<br />GENERAL NOTES:
<br />l.)1CODES
<br />.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS
<br />R402.2 & R606.
<br />1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 &
<br />2107.
<br />1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
<br />(ACI 318-08).
<br />1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN
<br />LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE
<br />7-10).
<br />1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE
<br />PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556
<br />(813) 659-3707. FLORIDA PRODUCT APPROVAL # FLI 774-R3
<br />2.) CONCRETE:
<br />2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
<br />2. 1.1 PRE -CAST W/STANDARD REIN FORCEMENT-5000 PSI
<br />2.1.2 PRE-CASTW/PRESTRESS REIN FORCEM ENT-6000 PSI
<br />2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8"
<br />AGGREGATE, 8" TO 11 "SLUMP
<br />2.2 REINFORCING BARS:
<br />2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF
<br />FABRICATION ASTM A615 (GRADE 60)
<br />2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD)
<br />ASTM A615 (GRADE 40).
<br />2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi
<br />2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
<br />2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
<br />2.6 D4.5 WIRE PER ASTM A496.
<br />3.) MASONRY:
<br />3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
<br />SPECIFICATION OF THE NATIONAL CONCRETE MASONRY
<br />ASSOCIATION AND ACI 530-08.
<br />3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.
<br />3.3 MORTAR SHALL BE TYPE S.
<br />4.) STRUCTURAL:
<br />4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A
<br />BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4"
<br />PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION
<br />R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING
<br />SECTION 2104.1
<br />4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE
<br />LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND
<br />SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT
<br />4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST
<br />BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED
<br />UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT.
<br />3000 PSI GROUT TOP LEG BARS:
<br />(PLACED IN FIELD) (SEE SCHEDULE)
<br />UU I
<br />F' LDI
<br />2 �"
<br />2 f
<br />(1) #5 CONTINUOUS REQ'D.
<br />PER STRUCTURAL PLAN
<br />2
<br />7/32" STIRRUPS AT 4'-g'cc
<br />_C0 1
<br />22 (TIEED OR WELDED)
<br />to - .
<br />B T
<br />OTTOM BARS
<br />SEE SCHEDULE
<br />NOTES:
<br />1. MINIMUM COVERAGE OF STEEL - 1.5"
<br />2. MIN. BEARING REQUIRED AT EA. END - 4"
<br />3. STANDARD FOR REINF. STEEL - ASTM, A615
<br />TYPICAL LINTEL SECTION
<br />PRECAST CONCRETE
<br />3000 PSI GROUT
<br />(PLACED IN FIELD)
<br />2"
<br />T_
<br />BO
<br />00
<br />1 Ll
<br />7 5/8"
<br />TOP LEG BARS:
<br />(SEE SCHEDULE)
<br />(1) #5 CONTINUOUS REQ'D.
<br />PER STRUCTURAL PLAN
<br />7/37STIRRUPS AT 4'-0" cc
<br />(TIED OR WELDED)
<br />BOTTOM BARS
<br />SEE SCHEDULE
<br />NOTES:
<br />1. MINIMUM COVERAGE OF STEEL - 1.5"
<br />2. MIN. BEARING REQUIRED AT EA. END - 4"
<br />3. STANDARD FOR REINF. STEEL - ASTM A615
<br />TYPICAL RECESS LINTEL SECTION
<br />PRECAST CONCRETE
<br />CHARTS FROM QUALITY PRECAST COMPANY
<br />COMMERCIAL CONCRETE PRODUCTS, INC.
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" X 24" COMPOSITE LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE / BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0) #51- (1) #5U
<br />(1)#5L (])#5U
<br />(0)#5L (1)#5U
<br />(1)#5L (2)#5U
<br />(1) #4L (1) #5U
<br />DETAIL'O'
<br />DETAIL'P'
<br />DETAIL'O'&'P'
<br />DETAIL'Q'
<br />2'- 10"
<br />V-6"
<br />PRECAST
<br />f2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3-4-
<br />2'-Z'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4--0"
<br />2'-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-6"
<br />3'-Z'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4--8"
<br />3'-47'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />1 GOOO
<br />10000
<br />10000
<br />54"
<br />4'-(T
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7681
<br />10000
<br />10000
<br />10000
<br />5- 10"
<br />4'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6251
<br />10000
<br />8615
<br />10000
<br />6-6'
<br />1 5-2-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />8629
<br />10000
<br />6741
<br />10000
<br />7-6"
<br />6-7'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />6266
<br />6603
<br />4891
<br />6909
<br />7-8"
<br />64"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />5967
<br />6199
<br />4657
<br />6477
<br />8'-0"-
<br />6-15"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />5430
<br />5524
<br />4236
<br />5756
<br />8'-4"
<br />7'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4961
<br />4979
<br />3869
<br />5178
<br />9��4
<br />81-0.1
<br />PRECAST
<br />(2) D4.5 WIRE
<br />[2) No. 4-
<br />3865
<br />3838
<br />3010
<br />3973
<br />10'-6
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2984
<br />1 3021
<br />_2320 -
<br />3118
<br />1 V-4"
<br />lo.-O"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2699
<br />2699
<br />1959 ---
<br />2699
<br />12'-0"
<br />10'-8"
<br />PRECAST
<br />(2) No 3
<br />(2) No. 5
<br />2436
<br />2436
<br />1727
<br />2436
<br />12'-6"
<br />11'-2"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2269
<br />2269
<br />1577
<br />2269
<br />13��4
<br />1 2'-_0
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2034
<br />2034
<br />1366
<br />2034
<br />14'-0"
<br />12'-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1878
<br />1878
<br />1225
<br />1878
<br />14'-8"
<br />13'-4"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />2413
<br />2411
<br />1338
<br />1974
<br />(2) No. 4
<br />154"
<br />14'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />2199
<br />2199
<br />1219
<br />1846
<br />(2) No. 4
<br />17'-4"
<br />16-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />1698
<br />1698
<br />944
<br />1546
<br />(2) No. 4
<br />19'-4r,
<br />181-01,
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />1348
<br />1348
<br />753
<br />1330
<br />(2) No. 5
<br />20'-0"
<br />18'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />1254
<br />1254
<br />702
<br />1271
<br />(2) No. 5
<br />2 1 r -4,r
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1092
<br />1092
<br />614
<br />1167
<br />(2) No. 5
<br />27-0"
<br />20'-8"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />1023
<br />1023
<br />576
<br />1121
<br />�2) No. 5
<br />(2) 7116 strand +
<br />24'-0"
<br />22'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) No. 5
<br />898
<br />898 1
<br />481 1
<br />947
<br />DETAIL "0" DETAIL
<br />"P" DETAIL
<br />"Q"
<br />CHARTS FROM QUALITY PRECAST COMPANY.
<br />COMMERCIAL CONCRETE PRODUCTS, INC.
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8''xl 6'' RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />All
<br />CLEAR
<br />E
<br />SPAN
<br />P A N
<br />DOOR
<br />SIZE
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />WIRE/ BAR
<br />LINTEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFE LOAD
<br />SOLID
<br />#5 (1) U (0) L
<br />SOLID
<br />#5 (1) J (1) L
<br />SOLID
<br />#5 ( '
<br />#5 t� ILI ILL
<br />SOLID
<br />#5 (2) J (1) L
<br />DETAIL'DH'
<br />DETAILDS
<br />DETAIL'DH'&'DJ'
<br />DETAIL'IX
<br />3--8"
<br />4
<br />74"
<br />2
<br />7-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No� 3
<br />5713
<br />10000
<br />10000
<br />10000
<br />4'-0"
<br />2 -8 ....... .......
<br />2 8
<br />74"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4511
<br />10000
<br />9686
<br />10000
<br />4-2'
<br />2
<br />7- 10'
<br />'0
<br />144"
<br />2'-6"
<br />PRECAST
<br />(21 D4.5 WIRE
<br />(2) No. 3
<br />4032
<br />10000
<br />8687
<br />9503
<br />44"
<br />_0
<br />3 -0"
<br />3
<br />21-81,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3647
<br />9133
<br />7835
<br />8173
<br />4--8"
<br />3'-4'
<br />3'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2990
<br />7025
<br />6382
<br />6,382
<br />S-6,
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1819
<br />4139
<br />3839
<br />3839
<br />6-8"
<br />54"
<br />6-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2976
<br />2976
<br />2676
<br />2737
<br />1
<br />7-8"
<br />64"
<br />6-0"
<br />PRECAST
<br />t2) D4,5 WIRE
<br />(2) No. 4
<br />2292
<br />2292
<br />1918
<br />2121
<br />91-81, 1
<br />8 4" 1
<br />8�-Q"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1 1563
<br />1563
<br />1113 1
<br />145 5
<br />DETAIL "DH" DETAIL "DJ" DETAIL "DK"
<br />TYPE DESIGNATION
<br />P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
<br />S -SOLID LINTEL r LOWER LINTEL CAVrY
<br />[8xl 6-P-1 L/1 U]
<br />NOMINALWIDTHJ L QUANTITY OF #1 BAR AT
<br />NOMINAL HEIGHT] UPPER LINTEL CAVITY
<br />TYPE DESIGNATION
<br />P PLAIN LINTEL/ QUANTFFYOF#53AR T
<br />1:SOLD WE UD-IR LINTEL A11Y
<br />[8xl 6-P-1 L/I J]
<br />NIOMINALWIDTHJ L QUANTITY OF #5 BAR AT
<br />NOMINAL H, IGHT JPPER LINTEL CAVRY
<br />- ___ - I
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x20" RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />WIRE/ BAR
<br />LINTEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFE LOAD
<br />SOLID
<br />#5 fl) U (0) L
<br />SOLID
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 (1) U N) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DL'
<br />DETAIL'DM'
<br />DETAILDU &'DM'
<br />DETAIL'DN'
<br />3'-8"
<br />2'-4''
<br />7-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7665
<br />10000
<br />10000
<br />10000
<br />4-0
<br />2'-8"
<br />2'-4"
<br />PRECAST
<br />f2) D4.5 WIRE
<br />(2) No. 3
<br />6054
<br />10000
<br />8442
<br />10000
<br />4-2'
<br />2'- 10"
<br />2'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5413
<br />10000
<br />7552
<br />10000
<br />4'-4"
<br />3'-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4897
<br />10000
<br />6936
<br />10000
<br />4'-8''
<br />3'-4"
<br />3 -0'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4017
<br />10000
<br />5613
<br />10000
<br />5-8"
<br />44"
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2448
<br />7050
<br />3434
<br />6540
<br />6-8'
<br />54"
<br />6-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />t2) No. 4
<br />4569
<br />4569
<br />2302
<br />4235
<br />7'-8"
<br />61"
<br />6-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3338
<br />3338
<br />1640
<br />3122
<br />9'-8"
<br />8'-4"
<br />8'-0-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4 1
<br />2158
<br />2158 1
<br />936 1
<br />2036
<br />.7.
<br />. :ei
<br />ff 7
<br />DETAIL"DL" DETAIL"DM" DETAIL"DN"
<br />TYPE DESIGNATION
<br />[8x16-P-1L/IIJ1
<br />%91�j L
<br />In
<br />a
<br />,UNIT'2551'- 1ST FLOOR PLAN-
<br />1/811 = 1 1-011
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x8" RECESS DOOR HEADER
<br />TOTA L
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />WIRE/ BAR
<br />L114TEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFE LOAD
<br />PLAIN
<br />SOLID
<br />#5 (1) U (0) L
<br />SOLID
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 111 U (1) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DA'l
<br />DETAIL'DB'
<br />DETAIL'DC'
<br />DETAIL'DB'&'DC'
<br />DETAIL'DD'_
<br />3'-8"
<br />2'-4"
<br />2'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No, 3
<br />1919
<br />2143
<br />2143
<br />1753
<br />1753
<br />4'-0"
<br />2'-8"
<br />7-11"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1597
<br />1801
<br />1801
<br />1483
<br />1483
<br />4'-2"
<br />2'- 10"
<br />2'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1473
<br />1668
<br />1668
<br />1376
<br />1376
<br />4'-4"
<br />3'-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />[2) No. 3
<br />1367
<br />1553
<br />1553
<br />1284
<br />1284
<br />4'-8"
<br />3'-4"
<br />3'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1194
<br />1363
<br />1363
<br />1131
<br />1131
<br />5-8"
<br />4'-4"
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />864
<br />995
<br />995
<br />831
<br />831
<br />6-8"
<br />54"
<br />6-0"
<br />PRE A T
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />662
<br />816
<br />816
<br />650
<br />654
<br />7-8"
<br />6-4 T1
<br />6'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />542
<br />669
<br />669
<br />462
<br />537
<br />1 91-8"
<br />64"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE 1
<br />(2) No. 4
<br />1 396
<br />1 4A9
<br />1 489 1
<br />261
<br />393
<br />DETAIL "DA" DETAIL "DB" DETAIL "II DETAIL "DID"
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />Tx24" RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />WIRE/ BAR
<br />LINTEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFE LOAD
<br />SOLID
<br />#5 (1) U (0) L
<br />SOLID
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 111 U (11 L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAILDO'
<br />DETAILDR
<br />DETAILDO' &'DP'
<br />DETAIL'DQ'
<br />31-81,
<br />24"
<br />2'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9620
<br />10000
<br />i 0000
<br />10000
<br />4'-D''
<br />2'-8''
<br />2'4'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7599
<br />10000
<br />10000
<br />10000
<br />4'-2"
<br />2-10"
<br />2'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6796
<br />10000
<br />9505
<br />10000
<br />4'-4"
<br />3'-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) � 3
<br />6149
<br />10000
<br />8604
<br />10000
<br />4'-8"
<br />34"
<br />3 -0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />f2) No. 3
<br />5044
<br />10000
<br />7066
<br />10000
<br />5-8"
<br />4'-4"
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3077
<br />10000
<br />4325
<br />10000
<br />6'-8"
<br />5 4"
<br />51-01,
<br />E
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No, 4
<br />3765
<br />7387
<br />2901
<br />6831
<br />T-8"
<br />61"
<br />6-10"
<br />PRECAST
<br />(2) D4,5 WIRE
<br />(2) No. 4
<br />2693
<br />4979
<br />2069
<br />4671
<br />F-78" 1
<br />8-1"
<br />PRECAST
<br />(2)D45W]kE
<br />(2) No. 4
<br />1552
<br />2996
<br />1183
<br />1 2844
<br />41
<br />4 cs
<br />DETAIL "DO"
<br />DETAIL "DP"
<br />DETAIL "DQ"
<br />,TYPE DESIGNATION
<br />[8x16-P-IL/1IJ1
<br />%MOL L
<br />TYPE DESIGNATION
<br />P -PLAIN LINTEL/ -1 QUANTRYOF#5BARAT
<br />S -SOLID LINTEL r HO-IR UNT11 AIFFY
<br />[8xl 6-P-1 L/I U]
<br />NOMINALWIDTHJ L QUA TITY OF #5 BAR AT
<br />NOMIN FY
<br />AL HEIGHT UPPER INTEL CAV I
<br />SAFE WORKING LATERAL LOADS (PLF)
<br />8" X 8" LINTELS
<br />Total
<br />Type
<br />9,X8,
<br />PLAIN
<br />8"x8"
<br />2'- 10"
<br />Precast
<br />2082
<br />9235
<br />3'-6"
<br />recas
<br />1325
<br />4624
<br />4'-0"
<br />Precast
<br />1041
<br />3358
<br />4'-6"
<br />Precast
<br />858
<br />2635
<br />4-8"
<br />Precast
<br />810
<br />2459
<br />54"
<br />Precast
<br />663
<br />1940
<br />51-101,
<br />Precast
<br />583
<br />1624
<br />6'-6"
<br />recas
<br />139
<br />7'-6"
<br />Precast
<br />403
<br />1134
<br />7'-8"
<br />Precast
<br />392
<br />1100
<br />81-01,
<br />Precast
<br />363
<br />1037
<br />8'-4"
<br />Precast
<br />318
<br />981
<br />74'
<br />Precast
<br />222
<br />772
<br />101-61
<br />Precast
<br />156
<br />600
<br />1 V-4"
<br />Precast
<br />132
<br />651
<br />17-0"
<br />Precast
<br />ill
<br />593
<br />17-6"
<br />Precast
<br />98
<br />544
<br />13'-4"
<br />Precast
<br />82
<br />475
<br />14'-0"
<br />Precast
<br />71
<br />429
<br />144r
<br />Prestressed
<br />N.R.
<br />417
<br />154"
<br />Prestressed
<br />N.R.
<br />369
<br />174'
<br />Prestressed
<br />N.R.
<br />257
<br />19'-4"
<br />Prestressed
<br />N.R.
<br />184
<br />201-01,
<br />Prestessed
<br />N.R.
<br />1_67
<br />21'-4"
<br />Prestressed
<br />N.R.
<br />138
<br />27-0"
<br />Prestressed
<br />N.R.
<br />127
<br />24'-0"
<br />Prestressed
<br />N.R.
<br />100
<br />NX = NOT NeCOMMendea
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