|
REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFF 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 (1) # 5U
<br />(1)#5L (l)#5U
<br />(0) #5L (1)#5LJ
<br />(1)#5L [2)#5U
<br />DETAIL'A'
<br />DETAIL'B'
<br />DETAIL'C'
<br />III #5L (1) #5U
<br />DETAIL'D'
<br />DETAIL'B'&'C'
<br />2'- 10"
<br />1 -6-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6740
<br />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 />4--0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2338
<br />3722
<br />3722
<br />3598
<br />3598
<br />4'-6"
<br />3r�211
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1566
<br />2859
<br />2859
<br />2772
<br />2772
<br />4�-&'
<br />34-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1453
<br />2654
<br />2654
<br />2574
<br />2574
<br />54'
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1127
<br />2013
<br />2013
<br />2000
<br />2000
<br />5--10"
<br />4'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<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 />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 />1167
<br />1167
<br />1152
<br />1152
<br />7-8"
<br />64"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />619
<br />1130
<br />1130
<br />1115
<br />1115
<br />81-0"
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />[2) No. 4
<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 />Too]
<br />1001
<br />979
<br />5`4'
<br />8._011
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />467
<br />853
<br />853
<br />759
<br />843
<br />10'4'
<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 />11'4-
<br />101-0.1
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />355
<br />649
<br />649
<br />489
<br />649
<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 />12'-6"
<br />ill-21
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />312
<br />570
<br />570
<br />391
<br />570
<br />134"
<br />12-0"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />287
<br />525
<br />525
<br />337
<br />525
<br />14'-0"
<br />12'-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No, 5
<br />270
<br />449
<br />449
<br />286
<br />451
<br />(2) 7116 strand +
<br />14'-8"
<br />134"
<br />PRESTRESSED
<br />(2) No. 3
<br />N.R.
<br />522
<br />522
<br />360
<br />499
<br />(2) No. 4
<br />154"
<br />14'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<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 />174"
<br />18'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />N.R.
<br />277
<br />277
<br />202
<br />281
<br />(2) No. 5
<br />20'-0"
<br />18'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<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 />N.R.
<br />(2) 7/16 strand +
<br />24'-0"
<br />22'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />164
<br />164
<br />124
<br />179
<br />L
<br />(2) No. 5
<br />N.R.
<br />I
<br />I
<br />N.R.- NOT RECOMMENDED
<br />D ETAI L "A" DETAIL "B" DETAIL "C" DETAIL "D"
<br />TYPE DESIGNATION
<br />P� PLAIN LINTEL/ -� r QUANTITY 01 *5 BAR AT
<br />S-SOLD FITE L LOWER LINTEL CAVITY
<br />[8xl 6-P-1 L/I U]
<br />NOMINAL WIDTHJ 1_11111TITY.1111AI T
<br />Vrry
<br />NOMINALHEIGHT] UPPER 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 (1)#5U
<br />(0) #5L (1) #5U
<br />(1)#5L (1)#5U
<br />(1)05L f2)#5U
<br />(Ij#5L (1)#5U
<br />DETAIL'H'
<br />DETAILJ
<br />DETAILW &U'
<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'-6"
<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--8"
<br />3'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6614
<br />10000
<br />9053
<br />10000
<br />5-4"
<br />4r�011
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4843
<br />6687
<br />6635
<br />7320
<br />5- 10"
<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 />5-2"
<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 />(21 No. 4
<br />3206
<br />3206
<br />3063
<br />3183
<br />7'-8"
<br />64"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3071
<br />3071
<br />2916
<br />3049
<br />81-01,
<br />6-8"
<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 />10'-6"
<br />7-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1777
<br />1777
<br />1448
<br />1766
<br />1 V-4"
<br />101-al-
<br />PRECA-ST
<br />(2) No. 3
<br />[2) No. 5
<br />1568
<br />1568
<br />1222
<br />1568
<br />12-0"
<br />10!�81!
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1439
<br />1439
<br />10/5
<br />1439
<br />12'-6"
<br />1 l'-2"_
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1354
<br />1354
<br />981
<br />1354
<br />13'-4"
<br />12'-0"
<br />PRECAST
<br />(2) No. 3
<br />(2) No.5
<br />1232
<br />1232
<br />849
<br />-1232---
<br />14'-0"
<br />12--81-
<br />PRECAST
<br />(2) No. 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 />12) 7/16 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 />(2) No. 4
<br />174"
<br />16-13"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />993
<br />993
<br />600
<br />1084
<br />(2) No. 4
<br />19'41
<br />18'-9'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1035
<br />1035
<br />478
<br />936
<br />(2) No. 5
<br />20r-0"
<br />181-81.
<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'-01'
<br />20'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />720
<br />720
<br />1 1
<br />366
<br />716
<br />(2) No, 5
<br />(2) 7/16 strand +
<br />24'-0"
<br />22'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) No. 5
<br />642
<br />642
<br />1 1
<br />306
<br />599
<br />1
<br />� "i,7
<br />DETAIL "H" DETAIL "J" DETAIL"K"
<br />TYPE DESIGNATION
<br />P - PLA�N LINTEL/ -] QUANTITY CF#5 BAR T
<br />S - SOL D LINTEL r LOWER LINTEL CAVITY
<br />[8xl 6-P-1 L/1 U]
<br />NOMINAL WIDTH j L QUANTITY OF III SIR
<br />NOMINAL HEIGHT 1 UPPER LINTEL CAVITY
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"xl 2'' 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 />PLAIN
<br />SOLID
<br />#5 (1) U (0) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 (1) U (I) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAILDE'
<br />DETAIL'DF'
<br />DETAIL'DE'&'DF'
<br />DETAIL'DG'
<br />3-3'
<br />2'-4"
<br />2'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3764
<br />6455
<br />5637
<br />5637
<br />4'-0"
<br />21-81,
<br />2'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2970
<br />49-55
<br />4401
<br />4401
<br />4'-2"
<br />2'- 10"
<br />2'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />f2) No. 3
<br />2654
<br />4449
<br />3965
<br />3965 1
<br />44"
<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'-C"
<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 />7-8"
<br />64"
<br />6-0''
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1409
<br />1409
<br />1188
<br />r_;.
<br />8'-4"
<br />&-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />M771
<br />1000
<br />1000
<br />686
<br />I -
<br />DETAIL "DE"
<br />DETAIL "DF"
<br />DETAIL "DG"
<br />TYPE DESIGNATION
<br />P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT
<br />S -SOLID LINTEL I -All LINTEIL A11TY
<br />[8xl 6-P- 1 L/ I U]
<br />NOMINALWIDTH j j L QUANTITY OF #1 BAR ATI
<br />NOMINAL HEIGHT UPPER LINTEL CAVITY I
<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 (])#5U
<br />(0)#5L (1)#5U
<br />(1) #51- (1) #5U
<br />(1)#5L [2)#5U
<br />IDETAIL'E'
<br />DETAIL'F'
<br />DETAIL'E'&'F'
<br />DETAIL'G'
<br />2'- 10"
<br />l'-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'T
<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'-9'
<br />3'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4683
<br />5137
<br />5717
<br />5717
<br />5-4"
<br />4
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3428
<br />3727
<br />4091
<br />4091
<br />5-10"
<br />k-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2787
<br />3088
<br />1 3369
<br />3369
<br />6'-6"
<br />5-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2560
<br />2560
<br />2723
<br />2723
<br />7-6"
<br />6 T -2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1992
<br />1992
<br />2112
<br />2112
<br />7-8"
<br />64"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1921
<br />1921
<br />2035
<br />2035
<br />81-U.
<br />64'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1792
<br />1792
<br />1862
<br />1897
<br />8'-4!'
<br />7'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1679
<br />1679
<br />1699
<br />1776
<br />91-N.
<br />8.-0..
<br />PRECAST
<br />(2) D4.5 WIRE
<br />[2) No. 4
<br />1411
<br />1411
<br />1319
<br />1489
<br />1 Y-6-
<br />9-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1186
<br />1 1186
<br />1014
<br />1251
<br />11'4-
<br />101-01,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1074
<br />1074
<br />854
<br />1121
<br />12'-0"
<br />10141
<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 />338
<br />14'-8"
<br />134"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />1207
<br />1207
<br />605
<br />938
<br />(2) No. 4
<br />154"
<br />14'-0"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />1095
<br />1095
<br />551
<br />887
<br />12) No. 4
<br />17-4-
<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 />181-01,
<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 />18'-8"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />607
<br />607
<br />317
<br />601
<br />(2) No. 5
<br />2 1'4"
<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 />22'-0"
<br />20r-8"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />488
<br />488
<br />260
<br />493
<br />1
<br />(2) No. 5
<br />1
<br />(2) 7116 strand +
<br />24'-0"
<br />22-8"
<br />1
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) No. 5
<br />399
<br />1
<br />399
<br />217
<br />m m
<br />.7�
<br />-6
<br />DETAIL "E" DETAIL "I'" DETAIL "G"
<br />TYPE DESIGNATION
<br />P PLAIN LINTEL/ QUANTITY OF #5 BAR AT
<br />5 _50 " -1
<br />LID LINTEL r LOW IF LINTEL CAVITY
<br />[8xl 6-P-1 L/I U]
<br />NOMINALWIDTHJ LQU11T11 OF #1 FAR
<br />NOMINAL HEIGHT] UPPER LINTEL CAVITY
<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 (1) #5U
<br />(0)#5L (1)#5U
<br />(1)#5L (2)#5U
<br />DETAIL V
<br />DETAILM'
<br />(I)#5L [I) #5U
<br />DETAIL'N'
<br />DETAIL'L'&'M'
<br />2'- 10"
<br />V-6`
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />0000
<br />0000
<br />i 0000
<br />10000
<br />3'-6"
<br />2'-2.�
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />0000
<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 />N-6"
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9313
<br />10000
<br />10000
<br />10000
<br />N-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--Or-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6261
<br />10000
<br />8605
<br />10000
<br />5- 10"
<br />1 4-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />[2) No. 3
<br />5095
<br />8995
<br />7007
<br />9811
<br />6'-ff
<br />5-2"
<br />PRECAST
<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 />8--0"
<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 />7-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3706
<br />3706
<br />2144
<br />3683
<br />9'-4"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2954
<br />2954
<br />2445
<br />2937
<br />10'-6"
<br />7-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2384
<br />2384
<br />1884
<br />2371
<br />11
<br />101-01,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2082
<br />2082
<br />1590
<br />2082
<br />12'-0"
<br />101-81,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1895
<br />1895
<br />1401
<br />1895
<br />12-4-
<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'-0"
<br />12'-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1490
<br />1490
<br />992
<br />1490
<br />14'-8"
<br />13'-4"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 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) 7/16 strand +
<br />1774
<br />1774
<br />996
<br />1494
<br />(2) No. 4
<br />17'-4"
<br />16'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />1368
<br />1368
<br />771
<br />1264
<br />(2) No. 4
<br />(2) 7/16 strand +
<br />174"
<br />181-01,
<br />PRESTRESSED
<br />(2) No. 3
<br />1084
<br />1084
<br />615
<br />1095
<br />[2) No. 5
<br />(2) 7/16 strand +
<br />20�-O--
<br />181-81,
<br />PRESTRESSED
<br />(2) No. 3
<br />1008
<br />1008
<br />573
<br />1048
<br />(2) No. 5
<br />21'-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 />22'-0"
<br />20'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />850
<br />850
<br />471
<br />923
<br />1
<br />1
<br />(2) No. 5
<br />(2) 7/16 strand +
<br />24'-0"
<br />22'-8"
<br />1
<br />PRESTRESSED
<br />1
<br />(2) No. 3
<br />1 (2) No. 5
<br />740
<br />1
<br />740
<br />393
<br />772
<br />_j
<br />DETAIL "L" DETAIL "M" DETAIL "N"
<br />TYPE DESIGNATION
<br />P PLAIN UN -EL/ -1 QUANTffYOF 5BARAT
<br />S :SOLID LINTEL Fl.-ER LINTEL11AILY
<br />[8xl 6-P-1 L/I U]
<br />NOMINALWIDTHJ L QUANTITY OF 45 BAR AT
<br />NOMINAL HEIGHT UPPER LINTEL CAVITY I
<br />GENERAL NOTES:
<br />1.),CODES
<br />.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS
<br />R4N.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 REINFORCEMENT-5000 PSI
<br />2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI
<br />2.1.3 GROUT PER ASTCM C476 - 3000psi W1 MAX. 3/8"
<br />AGGREGATE, 8" TO I I " 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 77 -TOP LEG BARS:
<br />(PLACED IN FIELD (SEE SCHEDULE)
<br />2" 2"
<br />1� 1 (1) #5 CONTINUOUS REGLD.
<br />PER STRUCTURAL PLAN
<br />20- --7/32" STIRRUPS AT 4'-0" cc
<br />SR m oor (TIED OR WELDED)
<br />to �40
<br />Lo ,-BOTTOM BARS
<br />SEE SCHEDULE
<br />7 5/8"
<br />NOTES:
<br />1. MINIMUM COVERAGE OF STEEL - 1.5"
<br />2. M N. BEARING REQUIRED AT EA. END - 4"
<br />3. STANDARD FOR REINF. STEEL - ASTM A615
<br />TYPICAL LINTEI SECTION.
<br />PRECAST CONCRETE
<br />3000 PSI GROUT
<br />(PLACED IN FIELD)
<br />7 2"
<br />LID
<br />7 5/8"
<br />TOP LEG BARS:
<br />(SEE SCHEDULE)
<br />- (1) #5 CONTINUOUS REQ'D.
<br />PER STRUCTURAL PLAN
<br />7/32" STIRRUPS AT 4'-0" cc
<br />(TIED OR WELDED)
<br />NOTES:
<br />1. MINIMUM COVERAGE OF STEEL - 1.5"
<br />2. MIN. BEARING REQUIRED AT FA. 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 TL#5U
<br />(0) #5L (1) #5U
<br />(1)#5L (2)#5U
<br />(I)#41_ (1)#5U
<br />DETAIL'O'
<br />DETAIL'P'
<br />DETAIL'O'&'P'
<br />DETAILQ'
<br />7- 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 />N-Or"
<br />2-'-B"
<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 />10000
<br />10000
<br />10000
<br />10000
<br />4'-8"
<br />3'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />54"
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7681
<br />10000
<br />10000
<br />10000
<br />51-101,
<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 />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'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />6266
<br />6603
<br />4891
<br />6909
<br />7-8"
<br />6'4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />5967
<br />6199
<br />4657
<br />6477
<br />_7 �-O-
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />5430
<br />5524
<br />4236
<br />5756
<br />8r�4 ir
<br />7'-0"
<br />PRECAST
<br />(2) DAE5 WIRE
<br />(2) No. 4
<br />4961
<br />4979
<br />3869
<br />5178
<br />9'-4"
<br />81-01,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3865
<br />3838
<br />3010
<br />3973
<br />10'4'
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2984
<br />3021
<br />2320
<br />3118
<br />1,1 r 4'
<br />101-01,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2699
<br />2699
<br />1959
<br />2699
<br />12'-0"
<br />1 0,8r,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2436
<br />2436
<br />1727
<br />2436
<br />12'-6"
<br />1 V-2"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2269
<br />2269
<br />1577
<br />2269
<br />13'-4"
<br />12,0r,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2034
<br />2034
<br />1366
<br />2034
<br />14 r_o,,
<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 />2413
<br />1338
<br />1974
<br />(2) No. 4
<br />154"
<br />14'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 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'-4"
<br />18'-0"
<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 />181-81,
<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) 7/16 strand +
<br />2 1'4'
<br />20r_o.r
<br />PRESTRESSED
<br />(2) No. 3
<br />1092
<br />1092
<br />614
<br />1167
<br />(2) No, 5
<br />(2) 7/16 strand +
<br />22'-0"
<br />20r_B,,
<br />PRESTRESSED
<br />(2) No. 3
<br />1023
<br />1023
<br />576
<br />1121
<br />[2) o. 5
<br />(2) 7116 strand +
<br />F011
<br />24'-
<br />22'- 8"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) No. 5
<br />898
<br />898
<br />481
<br />947
<br />TYPE DESIGNATION
<br />-1
<br />P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
<br />S - SOLID LINTEL rL--11UNffELCA1ffY
<br />pit4"i,
<br />[8xl 6-P-1 L/I U]
<br />-
<br />NOMINALWIDTHJ L QUANTITY OF �5 BAR AT
<br />NOMINAL HEIGHT UPPER LINTEL CAVITY
<br />LIM
<br />CHARTS FROM QUALITY PRECAST COMPANY
<br />COMMERCIAL CONCRETE PRODUCTS, INC.
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x1 6" RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />WRE/ 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 T 0 U "' L
<br />5 1) 1 (11 L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DH'
<br />DETAIL'DJ'
<br />DETAIL'DH'&'DJ'
<br />DETAIL'DK'
<br />3'-8"
<br />74"
<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'-B"
<br />2-4'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4511
<br />10000
<br />9686
<br />10000
<br />4'-2"
<br />2-1011
<br />7-6"
<br />PRECAST
<br />f2) D4.5 WIRE
<br />(2) No. 3
<br />4032
<br />10000
<br />8687
<br />9503
<br />4'4'
<br />3r-O..
<br />2-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3647
<br />9133
<br />7835
<br />8173
<br />4'-B"
<br />3'-4"
<br />3'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2990
<br />7025
<br />6382
<br />6382
<br />5-8"
<br />4-4-
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />12) No. 3
<br />1819
<br />4139
<br />3839
<br />3839
<br />6-8"
<br />64"
<br />51-01,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2976
<br />2976
<br />2676
<br />2737
<br />7-8"
<br />64"
<br />6-0''
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2292
<br />2292
<br />1918
<br />2121
<br />9'-8"
<br />64"
<br />Er-O''
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />r 1563
<br />1563
<br />1113
<br />1455
<br />.77
<br />DETAIL "DH" DETAIL "DJ )K"
<br />TYPE DESIGNATION
<br />PPLAIN UNTEL/ allANTITY OF #5 BAR AT
<br />:SOL D LINTEL F LOWER LINTEL CAVITY
<br />[8x] 6-P-1 L/1 U1
<br />NOMINALWIDT `j j LCUANTITY11 #11AIA
<br />NOMINAL HEIGHT UPPER LINTEL CAVITY
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x20" RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CLEAR
<br />SPA,]
<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 CAD
<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 (1) U (1) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAILDL'
<br />1
<br />DETAIL DM-
<br />DETAIL �DL' & 'DM'
<br />DETAL'DNr
<br />3'-S''
<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 />(2) D4.5 WIRE
<br />(2) No. 3
<br />6054
<br />10000
<br />8442
<br />10000
<br />4-2"
<br />7-10"
<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 />12) No. 3
<br />4897
<br />10000
<br />6836
<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 />4'-N'
<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 />5-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1 4569
<br />4569
<br />2302
<br />4235
<br />7'-8"
<br />6'4'
<br />6-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3338
<br />3338
<br />1640
<br />3122
<br />91-81,
<br />8'4'
<br />81-01,
<br />PRECAST
<br />f2) D4.5 WIRE
<br />(2) No. 4
<br />2158
<br />2158
<br />936
<br />2036
<br />x
<br />e
<br />1771
<br />DETAIL "DL" DETAIL "DM" DETAIL "DN"
<br />TYPE DESIGNATION
<br />[8x16-P-1L/1IJ1
<br />%IMJJ L wwww
<br />OH
<br />.UNIT'2551'- 1ST FLOOR PLAN-
<br />1/811 = 11-011
<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 />WIR-_/ 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 />SOLID
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DA"
<br />L)ETAIL'DB'
<br />DETAIL'DC"
<br />DETAIL'DB'&_'DC'
<br />DETAIL'DD'
<br />74"
<br />2'-D"
<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 />2'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1597
<br />1801
<br />1 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 />1 1473
<br />1668
<br />1668
<br />1376
<br />1376
<br />4'-4"
<br />3'-D"
<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-P"
<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 />5-4'
<br />51-01,
<br />PRECAST
<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"
<br />61-01,
<br />PRECAST
<br />f2) D4.5 WIRE
<br />(2) No,4
<br />542
<br />669
<br />669
<br />462
<br />537
<br />9'-8"
<br />8-4"
<br />81-01
<br />PRECAST
<br />f2) D4.5 WIRE
<br />(2) No.4
<br />396
<br />489
<br />489
<br />261
<br />393
<br />U."
<br />DETAIL "DA" DETAIL "DB" DETAIL "DC". DETAIL "DD"
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x24" 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) J (0) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DO'
<br />DETAIL �DP�
<br />DETAIL TDO' & �DP�
<br />DETAIL 'DQ'
<br />3'-8"
<br />24"
<br />2'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9620
<br />10000
<br />1 10000
<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 />1 0000
<br />10000
<br />1'-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 />7-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6149
<br />10000
<br />8604
<br />10000
<br />4'-8''
<br />3'-4"
<br />3'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />f2) No. 3
<br />5044
<br />10000
<br />7066
<br />10000
<br />6-8"
<br />44"
<br />4'-a'
<br />PRECAST
<br />(2� D4.5 WIRE
<br />(2) No. 3
<br />3077
<br />10000
<br />4325
<br />10000
<br />6-8"
<br />54"
<br />5-0"
<br />1 PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3765
<br />7387
<br />2901
<br />6831
<br />7-8"
<br />64"
<br />6-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2 No. 4
<br />2693
<br />4979
<br />2069
<br />4671
<br />91-81,
<br />8'4'
<br />1 8'_011
<br />1 PRECAST
<br />(2) D4.5 WIRE
<br />(2 No. 4
<br />1552
<br />2996
<br />1183
<br />2844
<br />.:k
<br />*ck
<br />4
<br />DETAIL "DO"
<br />DETAIL "DP"
<br />DETAIL "DID"
<br />TYFE DESIGNATION
<br />LIM mm
<br />9 Lain
<br />18 uww
<br />[8X16-F-1L/1U1
<br />%=mi LwAuff, w 10 *a AT
<br />I am ma CAYN
<br />TYPE DESIGNATION
<br />P-PLA�NLL�NTEELL/ -1 rIlIANTITIOI151AIAT
<br />S SOL C NT LOWER LINTEL CAVITY
<br />[8xl 6-P-1 L/1 U]
<br />NOIINAL'IVIL)TH ] j L .1ANT ITY .1 �1 FAR 1-1
<br />NOMINAL HEIGHT UPPER LINTEL CAVITY I
<br />SAFE WORKING LATERAL LOADS (PLF)
<br />8" X 8" LINTELS
<br />Total
<br />Length
<br />Type
<br />8 x8"
<br />PLAIN
<br />8"X8"
<br />SOLID
<br />2'- 10"
<br />Precast
<br />2082
<br />9235
<br />3'-6"
<br />Precast
<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 />5-4"
<br />Precast
<br />663
<br />1940
<br />5- 1 D"
<br />Precast
<br />583
<br />1624
<br />6'-6"
<br />Precas'
<br />486
<br />1396
<br />7-6"
<br />Precast
<br />403
<br />1134
<br />7-8"
<br />Precast
<br />392
<br />1100
<br />8,_01,
<br />1 Preca,t
<br />363
<br />1037
<br />8'-4"
<br />Precast
<br />318
<br />981
<br />9'-4"
<br />Precast
<br />222
<br />772
<br />10' 6"
<br />Precast
<br />156
<br />600
<br />11'4'
<br />Precast
<br />13�__
<br />65�
<br />12'-0"
<br />Precast
<br />111
<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 />14-8"
<br />Prestressed
<br />N. R.
<br />417
<br />15-4"
<br />Prestressed
<br />N. R.
<br />369
<br />17'-4"
<br />Prestressed
<br />N.R.
<br />257
<br />19'-4"
<br />Prestressed
<br />N.R.
<br />184
<br />20'-0"
<br />Prestressed
<br />N.R.
<br />167
<br />2 V-4"
<br />Prestressed
<br />N.R.
<br />138
<br />22'-0"
<br />Prestressed
<br />N.R.
<br />127
<br />24--0"
<br />Prestressed
<br />N. R.
<br />100
<br />NX = Not Kecommended
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