|
- -, -I[- ----L- -11-
<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 [1)#5U
<br />(1)#5L fl)#5U
<br />(0)#5L (])#5U
<br />(l)*5L (2)#5U
<br />DETAIL'A'
<br />DETAIL'B'
<br />DETAIL'C'
<br />(1)#5L (1)#5U
<br />DETAIL'D'
<br />DETAIL'B'&'C'
<br />2'- 10"
<br />V-6"
<br />PRECAST
<br />[2) D4.5 W IRE
<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 W IRE
<br />(2) No. 3
<br />2912
<br />53M
<br />5318
<br />5114
<br />5114
<br />41�0!p
<br />2141
<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 />4'-8"
<br />3�4'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />M1453
<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 />6- 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 />1 5-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />796
<br />1 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 />8.-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 />1001
<br />1001
<br />979
<br />988
<br />9'-4"
<br />8'-O'p
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />467
<br />853
<br />853
<br />759
<br />843
<br />0'-6"
<br />9'-2'p
<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-
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />355
<br />649
<br />649
<br />489
<br />649
<br />12'-0"
<br />101-81,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />329
<br />602
<br />602
<br />430
<br />602
<br />121�617
<br />11
<br />PRECAST
<br />(2) No. 3
<br />(21 No5
<br />312
<br />570
<br />570
<br />391
<br />570
<br />131411
<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 />14'-8"
<br />13'-4!'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />N. R.
<br />522
<br />522
<br />360
<br />499
<br />(2) No. 4
<br />154"
<br />14'-9'
<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 />17'-4"
<br />16'-0"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />N.R.
<br />357
<br />357
<br />254
<br />352
<br />(2) No. 4
<br />19'-4"
<br />18'-O'p
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />N.R.
<br />277
<br />277
<br />202
<br />281
<br />(2) No. 5
<br />20'-O'p
<br />18'-8'p
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />256
<br />256
<br />188
<br />262
<br />(2) N . 5
<br />N.R.
<br />21'-4"
<br />20P-O'P
<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) 7116 strand +
<br />203
<br />203
<br />155
<br />215
<br />(2) No. 5
<br />NK
<br />(2) 7116 strand +
<br />24'-0"
<br />22'-8p'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) No. 5
<br />N.R.
<br />164
<br />164
<br />124
<br />r771
<br />N.R.- NOT RECOMMENDED
<br />LT :11 U-04".
<br />DETAIL "N' DETAIL "B"
<br />DETAIL "C" DETAIL "D.,
<br />TYPE DESIGNATION
<br />P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
<br />I - SOLID LINTEL -i r LO-ER LINTEL CAVITY
<br />[8xl 6-P- 1 L/ 1 J]
<br />NOMINALWIDTHJ L QUANTITY OF 05 BARAT
<br />NOMINAL HEIGHT 1 UPPER LINTEL CAVITY I
<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( )#5U
<br />(0)#5L (1)#5U
<br />(I) #5L (1)#5U
<br />[1)#5L (2)#5U
<br />DETAIL'H'
<br />DETAILV
<br />(I) #5L (45U
<br />DETAIL'H , &V
<br />DETAILK
<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 />344'
<br />21�211
<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 />4-4-
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7207
<br />10000
<br />9863
<br />10000
<br />4P41
<br />3'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6614
<br />10000
<br />9053
<br />10000
<br />54'
<br />41�0'1
<br />PRECAST
<br />(2) D4.5 WIRE
<br />[2) No. 3
<br />4843
<br />6687
<br />6635
<br />7320
<br />5P-10"
<br />4'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3940
<br />5211
<br />1 5402
<br />5641
<br />61-6"
<br />5-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4350
<br />4350
<br />4225
<br />4314
<br />�-6p'
<br />6P-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3206
<br />3206
<br />3063
<br />3183
<br />7-8"
<br />6'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3071
<br />3071
<br />2916
<br />3049
<br />8'-0"
<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 />81-0!,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2153
<br />2153
<br />1881
<br />2139
<br />I b'-6"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1777
<br />1777
<br />1448
<br />1766
<br />11 -4"
<br />1 O.-Y.
<br />PRECAST
<br />(2) No. 3
<br />[2) No. 5
<br />1568
<br />1568
<br />1222
<br />1568
<br />.j'2'-O"
<br />1 O�-811
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1439
<br />1439
<br />1075
<br />1439
<br />12'-6"
<br />111-211
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1354
<br />1354
<br />981
<br />1354
<br />13'-4"
<br />12';01.
<br />�4__
<br />PRECAST
<br />(29 No. 3
<br />(2) No. 5
<br />1232
<br />1232
<br />849
<br />1232
<br />i �'-O"
<br />12'-8"
<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 />�2) 7/16 strand +
<br />1419
<br />1419
<br />850
<br />1347
<br />2) No. 4
<br />15'-4"
<br />14'-U'
<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-al
<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 />21'-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'-a'
<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) 7116 strand +
<br />'(2)
<br />24'-0"
<br />22'-8"
<br />PRESTRESSED
<br />1
<br />(2) No.3
<br />1 No. 5
<br />642
<br />642
<br />306
<br />1
<br />599
<br />TYPE DESIGNATION
<br />P - PLA�N LINTEL/ -1 QUANTITY OF #5 BAR T
<br />I - SOL D ATEL r L.-Il LINTEL CAVITY
<br />[8xl 6-P-1 L/I U] I
<br />NOMINALWIDTHJ L 1'�'�PAI'ITIY .1 .5 EAR AT
<br />NOMINAL HEIGF E LINTEL CAVITY
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"12" 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) J (0) 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 DEI & DP
<br />DETAIL DG1
<br />3-8"
<br />24"
<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 />21-8"
<br />2'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />[2) No. 3
<br />2970
<br />4965
<br />4401
<br />4401
<br />4",2"
<br />2-10"
<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 />31-01,
<br />2'-8"
<br />PRECAST
<br />�2) D4.5 WIRE
<br />(2) No. 3
<br />2400
<br />1 4030
<br />3607
<br />3607
<br />4'-8"
<br />3'-4"
<br />3'-0"
<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 />64'
<br />5-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1764
<br />1763
<br />1578
<br />1578
<br />778,
<br />6'-4"
<br />6'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1 1409
<br />1 1409
<br />1188
<br />1267
<br />-V�8'1
<br />8'-4"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1 1000
<br />1 1000
<br />686
<br />903
<br />TYPE DESIGNATION
<br />P - PLAIN LINTEL/
<br />-1
<br />QUANTITY OF 15 BAR AT
<br />I - SOLID LINTEL
<br />r LOWER LINTEL.AIITY
<br />[8xl 6-P-1 L/I J]
<br />NOMINALWIDTH'j
<br />T
<br />L N ITY OF #5 BAR
<br />NOMINAL HEIGHT
<br />E R LINTEL CAVITY
<br />U��A
<br />DETAIL "DE" DETAIL "DF" DETAIL "DG"
<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 />(1 )#5L (1)#5U
<br />(0) #5L (1) #5U
<br />I 11#5L (2)#5U
<br />(1) #5L (1) #5U
<br />DETA[L'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 />1 2'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9383
<br />10000
<br />10000
<br />10000 1
<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 />5-4"
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3428
<br />3727
<br />4091
<br />4091
<br />5-10"
<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 />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'-2!'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1992
<br />1992
<br />2112
<br />2112
<br />714"
<br />614"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1921
<br />1921
<br />2035
<br />2035
<br />81-01,
<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'-0"
<br />PRECAST
<br />(2) D4,5 WIRE
<br />(2) No. 4
<br />1679
<br />1679
<br />1699
<br />1776
<br />9'-4"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1411
<br />1411
<br />1319
<br />1489
<br />10'-6"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.-4
<br />1186
<br />1186
<br />1014
<br />1251
<br />11 141"
<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 />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'-D"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />859
<br />859
<br />591
<br />896
<br />IN-10"
<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 />1
<br />(2) No. 4
<br />15'-4"
<br />14'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 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) 7/16 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) 7/16 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 />2Q'-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 />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 />1
<br />24'-0"
<br />22'-8"
<br />PRESTRESSED
<br />(2) No.3
<br />1 (2) No. 5
<br />399
<br />1
<br />399
<br />1
<br />217
<br />412
<br />TYPE DESIGNATION
<br />P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
<br />S-SOLD NTEL r L--IR LINTEL CAVITY
<br />[8x16-P-1L/1U]
<br />NOMINAL WIDTHJ 1111AITRY 01 tM BAR AT
<br />NOMINAL HEIGHT J UPPER LINTEL CAVITY I
<br />DETAIL "E" DETAIL 'IF" DETAIL "G"
<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 (])#5U
<br />(1)#5L (2)#5U
<br />DETAIL'L'
<br />DETAIL'M'
<br />(1)#5L fl)#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 />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�-O"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<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'-B"
<br />3--4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />8548
<br />10000
<br />10000
<br />10000
<br />5-4"
<br />4'-0"
<br />PRECAST
<br />[2) D4.5 WIRE
<br />(2) No. 3
<br />6261
<br />10000
<br />8605
<br />10000
<br />5-10"
<br />4'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5095
<br />8995
<br />7007
<br />9811
<br />6'-6"
<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 />71�841
<br />6'-4"
<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 />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 />3144
<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�4'
<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 />(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'-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'-0"
<br />12'-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1490
<br />1490
<br />992
<br />1490
<br />14-4-
<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 />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 />191-N,
<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 />18'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<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 />(2) No. 5
<br />(2) 7116 strand +
<br />24'-0"
<br />22'-8"
<br />PRESTRES�ED
<br />-1
<br />(2) No. 3
<br />1 (2) No. 5
<br />740
<br />393
<br />772
<br />1
<br />4
<br />DETAIL "L"
<br />DETAIL "M"
<br />DETAIL "N"
<br />TYPE DESiGNATION
<br />P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
<br />I - SOLID LINTEL -i r El LINTEL CAVITY
<br />[8x16-P-1L/1U]
<br />NOMINALWIDTHJ LCHA II.F#51AIATI
<br />NTITY
<br />NOMINAL HEIGHT UPPER LINTEL CAVITY
<br />GENERAL NOTES:
<br />1.),CODES
<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 # FL1774-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 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 />3000 PSI GROUT
<br />(PLACED IN FIEL
<br />2" 7 2"
<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 />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 />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 />R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING)
<br />SECTION 2104.1.5
<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 />PRECAST CONCRETE
<br />3000 PSI GROUT --TOP LEG BARS:
<br />(PLACED IN FIELD (SEE SCHEDULE)
<br />2" T72" "/
<br />- ----- I I I- ol (1) #5 CONTINUOUS REQ'D.
<br />�- T V /= 11 1( ��- PER STRUCTURAL PLAN
<br />!22 7/32" STIRRUPS AT 4'-0" cc
<br />So n /-(TIED OR WELDED)
<br />N V,
<br />LO BOTTOM BARS
<br />I L�L� L 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 />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)#5L (1)#5U
<br />(1)#5L (1)#5U
<br />(0)#5L (1)#5U
<br />(I)#5L (2)#5U
<br />DETAIL'O'
<br />DETAIL'P'
<br />(1) #4L (1) #5U
<br />DETAIL'Q'
<br />DETAIL'O'&'P'
<br />2'- 10"
<br />Y-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 />44�01F
<br />2141
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />414"
<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�191
<br />4r4l
<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 />]DODO
<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 />8'-0"
<br />64'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />5430
<br />5524
<br />4236
<br />5756
<br />8141"
<br />T�ai
<br />PRECAST
<br />(2) D4.5 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 />1.0'-6"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2984
<br />3021
<br />2320
<br />3118
<br />1 V-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 />10'-8"
<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'-0"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2034
<br />2034
<br />1366
<br />2034
<br />14-4-
<br />12'-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1878
<br />1878
<br />1225
<br />1878
<br />14'-9'
<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'-U'
<br />18'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1254
<br />1254
<br />702
<br />1271
<br />(2) No. 5
<br />2 1'4'
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />1092
<br />1092
<br />614
<br />1167
<br />(2) No. 5
<br />22'-U'
<br />20'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1023
<br />1023
<br />576
<br />(2) No. 5
<br />-1
<br />(2) 7/16 strand +
<br />24'-9'
<br />22'-8"
<br />I
<br />PRESTRESSED
<br />(2) No. 3
<br />1
<br />(2) No, 5
<br />8 98
<br />898
<br />1
<br />481
<br />it.
<br />%
<br />J*i
<br />'44 I
<br />DETAIL"O" DETAIL"P" DETAIL"Q"
<br />CHARTS FROM QUALITY PRECAST COMPANY.
<br />COMMERCIAL CONCRETE PRODUCTS, INC.
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"16" 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 />115,11110
<br />#111 � I (� �LL
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DH'
<br />DETAIL'DJ'
<br />DETAIL'DH'&'DJ'
<br />DETAIL'Dr
<br />3-81'
<br />2�4'
<br />2'-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'-4"
<br />PRECAST
<br />[2) D4.b WIRE
<br />(2) No. 3
<br />4511
<br />1 DODO
<br />9686
<br />10000
<br />4-21'
<br />2'- 10"
<br />2'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />4032
<br />10000
<br />8687
<br />9503
<br />4'-4"
<br />3-0"
<br />2'-8"
<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 />6382 1
<br />S-8"
<br />4'-4"
<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 />5-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.4
<br />2976
<br />2976
<br />2676
<br />2737
<br />7-6'
<br />6'-4"
<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 />8'-4!'
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1563
<br />1563
<br />1113
<br />1455
<br />DET) IETAIL "DJ" DETAIL "DK'
<br />TYPE DESIGNATION
<br />F - PLAIN EINTEU QUANTITY OF #5 BAR AT
<br />S-SOLD NTEL -1 rL.-11LINTELCA1ITY
<br />[8xl 6-P-1 L/1 U]
<br />NOMINALWIDTH j j L QIJAITITY 1111 BAR AT
<br />NOMINAL HEIGHT UPPER LINTEL CAVITY
<br />TYPE DESIGNATION
<br />P - PLAIN LINTEL/ -1
<br />QUANTITY OF #5 BAR AT
<br />S-SOLD NTEL
<br />r L.-ER LINTEL CAVITY
<br />[8xl 6-P- I L/I U]
<br />j j
<br />L
<br />NOMINALWIDTIH
<br />NOMINAL HEIGHT
<br />QUANTITY OF III FAR
<br />UPPER LINTEL CAVITY
<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 �I) U (0) L
<br />SOLID
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 fl) U (1) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DL'
<br />DETAIL'DM'
<br />DETAIL'DL'&'DM'
<br />DETAILDN'
<br />3'-8"
<br />24"
<br />2'-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 />2'- 10"
<br />2'-6"
<br />PRECAST
<br />(2) D4.5,WIRE
<br />(2) No. 3
<br />5413
<br />10000
<br />7552
<br />1 DODO
<br />4'4"
<br />a -a'
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE,
<br />(2) 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 />4-4'
<br />4-011
<br />PRECAST
<br />(2) D4.5 WIRE
<br />�2) No. 3
<br />2448
<br />7050
<br />3434
<br />6540
<br />6'-8"
<br />64"
<br />5'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4569
<br />4569
<br />2302
<br />4235
<br />7-8"
<br />64"
<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 />L --------
<br />8'-4"
<br />L-
<br />8--0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2158
<br />I
<br />2158
<br />I
<br />936
<br />I
<br />I
<br />TYPE DESIGNATION
<br />I -LA�\ - V-L
<br />\T-- -T)'
<br />[8X16-P-1L/1U1
<br />L-,,,I -IT, -1 E�l T
<br />-PPER LI\TF
<br />CH
<br />12
<br />\2J
<br />WA
<br />:B)
<br />UNIT'1450'- 1ST FLOOR PLAN ELEV B_
<br />1/811 = 1 1-011
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"1 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 />1 #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'l
<br />DETAICDB�
<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 />2'-4!'
<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 />1 1553
<br />1553
<br />1284
<br />1284
<br />4'4'
<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 />5'-0"
<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 />6'-0"
<br />PRECAST
<br />(2) 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 />(2) D4.5 WIRE
<br />(2) No. 4
<br />396
<br />1 489
<br />489
<br />1 261
<br />393
<br />7.
<br />Lj L'i
<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 fl) U (0) L
<br />SOLID
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 [1) U 0) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DO'
<br />DETAIL'DP'
<br />DETAILDO' &'DP'
<br />DETAIL'DQ'
<br />3'-8"
<br />2'4"
<br />2'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9620
<br />10000
<br />10000
<br />10000
<br />4'-0"
<br />7-8"
<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 />1 DODO
<br />9505
<br />10000
<br />4'4'
<br />S-O"
<br />2'-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 />(2) 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 />54"
<br />5-0"
<br />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 />r97T-1
<br />64"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1552
<br />1 2996
<br />1 1183
<br />2844
<br />TYPE DESIGNATION
<br />S ` I F�Llk- T'I'l- 'r E,R T
<br />�'!"T LL ,'-R -1 TEL C-\ TY
<br />I -
<br />[8x16-P-1L/1U1
<br />N-I'L PL -T-Jj L1111TI-' 1� -' -1; 11
<br />�-111\�L H� ---T. J ... � - \L b� T'
<br />TYPE DESIGNATION
<br />P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
<br />S -SOLID LINTEL r L--ER LINTEL CAVITY
<br />[8x16-P-1L/1U]
<br />NOMINAL j L Q1A111Y OF 11 BAR ATI
<br />."THJ I
<br />NOMINAL HEIGHT UPPER LINTEL CAVITY
<br />Virtu
<br />Plans Revi
<br />for complianc
<br />by Be
<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 />314'
<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 />54'
<br />Precast
<br />663
<br />1940
<br />51-101,
<br />Precast
<br />583
<br />1624
<br />64'
<br />Precast
<br />486
<br />1396
<br />7'-6"
<br />Precast
<br />403
<br />1134
<br />7'-8"
<br />Precast
<br />392
<br />1100
<br />81-91
<br />1 Precast
<br />363
<br />1037
<br />8'-N'
<br />Precast
<br />318
<br />981
<br />91-N,
<br />Precast
<br />222
<br />772
<br />10'-6"
<br />Precast
<br />156
<br />600
<br />12'-0"
<br />Precast
<br />111
<br />593
<br />12'-6"
<br />Precast
<br />98
<br />544
<br />i 34'
<br />Precast
<br />82
<br />475
<br />4-9'
<br />Precast
<br />71
<br />429
<br />14-9'
<br />Prestressed
<br />N.R.
<br />417
<br />15'-4"
<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 />20'-0"
<br />Prestressed
<br />N.R.
<br />167
<br />21'-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 />N.R. = Not Recommended
<br />Cl)
<br />0
<br />Cie
<br />'�'j j 00
<br />r
<br />LID
<br />,V,
<br />00
<br />U)
<br />0. 00 05
<br />z
<br />Uj
<br />0
<br />z
<br />LO E
<br />> 0 0
<br />= U
<br />J 0 d;
<br />C'F)
<br />c')
<br />UcS'3) Z (all
<br />E c.0
<br />0 2 0
<br />0
<br />Ll- <
<br />U <
<br />Ln ULIJ
<br />00 E F2 -Lm
<br />co 4
<br />CL 0
<br />Lij
<br />Uj
<br />Ld LU I.-
<br />LILI I.- LU Uj 2 0 0
<br />x < l- z x z
<br />W < <x'00 0
<br />0 2 < <
<br />D--jW03�'MOU-0
<br /><ax- x 0zM00l.--1P
<br />:j 0<zU-I'
<br />awc�xo 0200MC)z
<br />z zz)10
<br />LL-J
<br /><
<br />CY 0 0
<br />0 Z
<br />U-w
<br />(b LIj CL LU rn LU W I -- 55 U- (x <
<br />-JOW2�40,ZZ010WO'L
<br />-j <OW KW
<br />V5
<br />-
<br />0 CL
<br />U-
<br />< W�320
<br />0 �e z g
<br />< < <
<br />< <
<br />U- 0 LL
<br />C)
<br />z N
<br />W
<br />0
<br />U)
<br />> q
<br />z
<br />(0
<br />C) cy) C)
<br />< CIO M I'-
<br />U')
<br />-i
<br />';t
<br />LL
<br />co
<br />- I--
<br />z
<br />LU < Lq
<br />co
<br />00
<br />< <
<br />Z 0
<br />W
<br />_j 0
<br />0
<br />Wj
<br />L
<br />0-
<br />3 2
<br />D23
<br />I Review Assist, I
<br />Ic.
<br />vi completed and
<br />ippr
<br />ved
<br />>n
<br />with the 2020 FB
<br />:7th
<br />Edi�
<br />ra Anne Klahr PX,'300
<br />C'4
<br />N
<br />co
<br />C:)
<br />CD
<br />C)
<br />C:)
<br />N
<br />C:)
<br />C:)
<br />1
<br />z
<br />0
<br />LO
<br />ILLI
<br />>
<br />0
<br />0
<br />'0
<br />LO
<br />00(/)
<br /><Z
<br />LIJ
<br />C)
<br />zW
<br />4-0
<br />0) 0
<br />W
<br />zz
<br />000
<br />W
<br />LO
<br />0
<br />Z) z
<br />ow-
<br />0�-c
<br />z
<br />wt=<
<br />(L IL
<br /><
<br />W �
<br />� <
<br />W
<br />Ln
<br />LIJ F
<br />1--
<br />(D
<br />�M- -
<br />1-
<br />0 ::) 0
<br />znz:
<br />W
<br />0
<br />ZWO
<br />C)
<br /><
<br />Ir
<br />W ILL
<br />Z
<br />z
<br />z
<br />z
<br />LI) <
<br />172
<br />000-
<br />z
<br />S12
<br />w
<br />z
<br />z
<br />L4
<br />W
<br />C)
<br />C-.4
<br />04
<br />Q
<br />>
<br />LAST PLOT DATE
<br />04
<br />@
<br />z 0
<br />J
<br />STRUCTURAL DETAILS
<br />ELEV. B(LEFT)
<br />
|