|
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) #51. (1) #5U
<br />(1)#5L (])#5U
<br />(0)#SL (1)#SU
<br />(1)#5L (2)#5U
<br />DETAIL'A'
<br />DETAII.'B'
<br />DETAIL'C'
<br />(1)#5L (1)#5U
<br />DETAIL'D'
<br />DETAIL'B'&'C'
<br />2'- 19'
<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 />X-C
<br />2-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2912
<br />1 5318
<br />5318
<br />5114
<br />5114
<br />4'-U'
<br />2-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2038
<br />1 3722
<br />3122
<br />3598
<br />3598
<br />4*-6*
<br />3'-Z'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1566
<br />2859
<br />2859
<br />2772
<br />4*41
<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 />54"
<br />4'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1127
<br />2013
<br />2013
<br />1 2000
<br />2000
<br />5'-- 1 9'_
<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 />6-4-
<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 />74'
<br />6-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />639
<br />1 1167
<br />1167
<br />1152
<br />1152
<br />7-8"
<br />6'-4!o
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />619
<br />1130
<br />1130
<br />1115
<br />M5
<br />--8'-,U'
<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 />8'41
<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 />9i4i
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />467
<br />853
<br />853
<br />759
<br />843
<br />10141
<br />9p�zi
<br />PRECAST
<br />(2) D4.5 WIRE
<br />f2l No. 4
<br />398
<br />727
<br />727
<br />582
<br />718
<br />11-4-
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />355
<br />649
<br />649
<br />489
<br />649
<br />17-0"
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />329
<br />602
<br />602
<br />430
<br />602
<br />12'-6"
<br />11'-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 />17-9'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />287
<br />525
<br />525
<br />337
<br />525
<br />14P-91
<br />121-6t
<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 />14'4'
<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 />174"
<br />16-17'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />N.R.
<br />357
<br />357
<br />254
<br />352
<br />(2) No. 4
<br />19'-4"
<br />18'-g'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />N.R.
<br />271
<br />277
<br />202
<br />281
<br />(2) No. 5
<br />20'-9'
<br />18'-g'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 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 />1
<br />22'-U'
<br />20'-S'
<br />PRESTRESSED
<br />(2) No. 3
<br />1
<br />(2) 7116 strand +
<br />203
<br />203
<br />155
<br />215
<br />(2) No. 5
<br />N.R.
<br />(2) 7116 strand +
<br />24'-0"
<br />22'-8"
<br />PRESTRESSED
<br />1
<br />(2) No. 3
<br />1
<br />(2) No. 5
<br />N.R.
<br />164
<br />164
<br />124
<br />1/9
<br />N.R.- NOT RECOMMENDED
<br />DETAIL 'W' DETAIL "B"
<br />DETAIL "C" DETAIL "D"
<br />TYPE DESIGNATION
<br />PIAIN�INTFI/ QUANTITYOF#' BAR AT
<br />I OWW I INTFI CAVITY
<br />_1 r
<br />5 Sol ID INTFI
<br />[8xl 6-P- I L/I U]
<br />NOMINAI WIDTJ L ()�,�F, I I Y of #S BAR
<br />NOMINAL HEIGHT R IN11LCAVITY
<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 />UP[ 11 T
<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 (])#5U
<br />(Ij#5L ())#5U
<br />(I I #5L (2) #5U
<br />(1)#5L (])#5U
<br />DETAIL'H'
<br />DETAIL'S
<br />DETAIL'H'&'J'
<br />DETAILK
<br />7-19'
<br />14'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(21 No. 3
<br />10000
<br />10wo
<br />10000
<br />10000
<br />X-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'-U'
<br />2'-&'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2] No. 3
<br />9550
<br />10000
<br />10000
<br />10000
<br />-
<br />4'-6'
<br />X-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7207
<br />10000
<br />9863
<br />10000
<br />4'-8"__
<br />X-4#1
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6614
<br />10000
<br />9053
<br />10000 1
<br />54"
<br />4'-g'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4843
<br />6687
<br />6635
<br />7320
<br />6-117'
<br />1 4'-&'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3940
<br />5211
<br />5402
<br />5641
<br />6-4-
<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 />(2) No. 4
<br />3206
<br />3206
<br />3063
<br />3183
<br />7�-811
<br />6141
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3071
<br />3071
<br />2916
<br />3049
<br />6'-&'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2831
<br />2831
<br />2651
<br />2811
<br />8-4-
<br />7'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.4
<br />2625
<br />2625
<br />2421
<br />2607
<br />9-4-
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2153
<br />2153
<br />1881
<br />2139
<br />101-61
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.4
<br />1777
<br />1777
<br />1448
<br />1766
<br />]1'-4"
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1568
<br />1568
<br />1222
<br />1568
<br />17-9'
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1439
<br />1439
<br />1075
<br />1439
<br />174'
<br />111-71
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1354
<br />1354
<br />981
<br />1354
<br />13'-4"
<br />17-9'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1232
<br />1232
<br />849
<br />1232
<br />14'-U'
<br />12'-ff,
<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) 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) 7116 strand +
<br />1291
<br />1291
<br />775
<br />1270
<br />(2) No. 4
<br />174"
<br />16-17'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 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'-S'
<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 1'4'
<br />20'--U'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 Strand +
<br />834
<br />834
<br />390
<br />763
<br />1
<br />(2) N .5
<br />1
<br />1
<br />-
<br />27-9'
<br />20'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />720
<br />720
<br />366
<br />1
<br />716
<br />1
<br />(2) No. 5
<br />(2) 7116 strand +
<br />24'-U'
<br />22'-&'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) No. 5
<br />642
<br />642
<br />306
<br />599
<br />t
<br />lif IT?
<br />DETAIL "H" DETAIL "J" DETAIL "K"
<br />TYPE DESIGNATION
<br />P: PLAIN UNILU 0UANIIIY Ot #b BAR Al
<br />-1
<br />S SOLIDLINTEL FL-WLFLINILLIAII.IY
<br />[8xl 6-P-1 L/I U]
<br />NOMINAI WIDTHJ L QUANTITY OF #5 BAR AT
<br />N , j
<br />NOMI Al HEIGH UPPLR LIN LL (�AVIIY
<br />CHARTS FROM QUALITY PRECAST COMPANY.
<br />COMMERCIAL CONCRETE PRODUCTS, INC
<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 />UNTELTYPE
<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 L
<br />#5 (1) U (0)
<br />#5 1 1 L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DE'
<br />DETAILDF
<br />DFTAIL'DE'_&'DP
<br />DETAIL
<br />31-91
<br />7-4"
<br />21-47,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3764
<br />6455
<br />5637
<br />5637
<br />4'-G'
<br />7-15'
<br />74"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2970
<br />4965
<br />4401
<br />4401
<br />4'-2'
<br />2- 19'
<br />7-6'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2654
<br />4449
<br />3965
<br />3965
<br />4'4"
<br />3-G'
<br />7-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2400
<br />4030
<br />3607
<br />3607
<br />4'-&'
<br />31-41
<br />3*-U'
<br />PRECAST
<br />1
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1966
<br />3390
<br />3053
<br />3053
<br />51-61
<br />4'-N'
<br />4'-G'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1193
<br />2290
<br />2085
<br />2085
<br />6-9'
<br />5141
<br />51-91
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1764
<br />1763
<br />1578
<br />1578
<br />7'-9'
<br />64'
<br />6'-G'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1 1409 1
<br />1409 1
<br />1188
<br />1267
<br />91-91
<br />64"
<br />81-al
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1000
<br />1000
<br />686
<br />903
<br />DETAIL"DE" DETAIL"DF" DETAIL"DG"
<br />I ul
<br />TYPE DESIGNATION
<br />P - PLAIN LINTEL/ QUANTRYOF45BAR I
<br />S-SO[IDLINTEL -1 r1OWERUNIELCAVITY
<br />[8x I 6-P- I L/I UI
<br />NOMINALWIDTJ L QUANTITY Of #5 BAR AT
<br />OMI UPPER LINTEL CAVITY
<br />N NALHLIGH1
<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 STEEI TOP
<br />LINTEL STFEL
<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 I 1) #51.1
<br />(1)#5L (])#5U
<br />(1) #5L (2) #5U
<br />(1)#5L (1)#5U
<br />DFTAIL'E'
<br />DETAIL'F'
<br />DETAIL'E' &7
<br />DETAIL'G'
<br />7- 10"
<br />F-6-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) 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 />9383
<br />10000
<br />10000
<br />10000
<br />4'-0"
<br />7-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6766
<br />8225
<br />9200
<br />9445
<br />4-4-
<br />X-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5104
<br />5671
<br />6345
<br />6345
<br />4'-8"
<br />X-C-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4683
<br />5137
<br />5717
<br />5717
<br />5'-4"
<br />4-4-
<br />PRECAST
<br />(21 D4.5 WIRE
<br />(2) No. 3
<br />3428
<br />3727
<br />4091
<br />409 1
<br />5- 19'
<br />4-41
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2787
<br />3088
<br />3369
<br />3369
<br />6'-6-
<br />5-4-
<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 />f2l No. 4
<br />1992
<br />1992
<br />2112
<br />2112
<br />7'-F'
<br />64"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />f2l No. 4
<br />1921
<br />1921
<br />2035
<br />2035
<br />81-10"
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1792
<br />1792
<br />1862
<br />1897
<br />64"
<br />7'-(Y'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.4
<br />1679
<br />1679
<br />1699
<br />1776
<br />914op
<br />&�O"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1411
<br />1411
<br />1319
<br />1489
<br />10-4-
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1186
<br />1186
<br />1014
<br />1251
<br />IV-4-'
<br />101-01,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1074
<br />1074
<br />854
<br />1121
<br />12'-U'
<br />101-61
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />992
<br />992
<br />751
<br />1035
<br />12'-C'
<br />1 V-2"
<br />PRECAST
<br />12) No. 3
<br />(2) No. 5
<br />937
<br />937
<br />685
<br />978
<br />13'-4"
<br />12'-U'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />859
<br />859
<br />1 591
<br />896
<br />14'-V
<br />12'-&'
<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'-U'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1095
<br />1095
<br />551
<br />88/
<br />f2) N .4
<br />174"
<br />16-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />836
<br />836
<br />426
<br />/63
<br />(2) No. 4
<br />19'-4"
<br />18'-U'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />655
<br />655
<br />340
<br />645
<br />(2) No. 5
<br />20'-U'
<br />18'-g'
<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'-,V'
<br />20'-9'
<br />PRESTRIFSSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />524
<br />524
<br />277
<br />526
<br />(2) No. 5
<br />22'-U'
<br />20'-&'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />488
<br />488
<br />260
<br />493
<br />(2) No. 5
<br />(2) 7116 strand +
<br />24'4'
<br />22'-8"
<br />PRESTRESSED
<br />(2) No. -
<br />(2) No.
<br />399
<br />399
<br />917
<br />412
<br />DETAIL "E"
<br />DETAIL "I"'
<br />DETAIL "G"
<br />TYPE DESIGNATION
<br />-1 CAVITY
<br />P PLA�N LINTEU QUANTITY or 45 BAR AT
<br />5 - SOt D I INTFI
<br />8x16-P-1L/1U1
<br />L IL)IIIJ LQUANT11111$1111AIAT
<br />NOMINA W U
<br />NOMINAI HFIGI4f PPER 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 f OP
<br />LINTEL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UP[ IFT
<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 />DETAILV
<br />DETAIL'M'
<br />(1) #5L (1) #5U
<br />DETAIL'N'
<br />DETAIL'L'&'M'
<br />2'- 19'
<br />1'4'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />Y-6"
<br />1 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 />10000
<br />10000
<br />10000
<br />10000
<br />4'-6"
<br />3'-2"
<br />PRECAST
<br />12) D4.5 WIRE
<br />(2) No.3
<br />9313
<br />10000
<br />10000
<br />10000
<br />4'-8"
<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 />4144
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6261
<br />10000
<br />8605
<br />10000
<br />5` 19'
<br />4'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5095
<br />1 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 />74'
<br />6�21'
<br />PRECAST
<br />12) D4.5 WIRE
<br />(2) No. 4
<br />4693
<br />4693
<br />3976
<br />4661
<br />7-8"
<br />6-41"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />"56
<br />4456
<br />3785
<br />"27
<br />81-0"
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4041
<br />4047
<br />3443
<br />4021
<br />8-4-
<br />7�_011
<br />PRECAST
<br />12) D4.5 WIRE
<br />(2) No.4
<br />3706
<br />3706
<br />3144
<br />3683
<br />9-4-
<br />6-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2954
<br />2954
<br />2"5
<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 />)1'-4"
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2082
<br />2082
<br />1590
<br />2082
<br />12'4'
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1895
<br />1895
<br />1401
<br />1895
<br />12'-6'
<br />111-71
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1775
<br />1775
<br />1279
<br />1775
<br />13'-4"
<br />17-9'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1605
<br />1605
<br />110/
<br />1605
<br />14'-U'
<br />17-6'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1490
<br />1490
<br />992
<br />1490
<br />14'-S'
<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 />15-4-
<br />14'-U'
<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'-U*
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />1368
<br />1368
<br />771
<br />1264
<br />(2) No. 4
<br />19141
<br />1814,
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1084
<br />1084
<br />615
<br />1 OY5
<br />(2) No. 5
<br />20AY'
<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 />2 F-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 />27-17'
<br />20'-8"
<br />PRESTRESSED
<br />1
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />850
<br />850
<br />471
<br />923
<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 />740
<br />1 740
<br />393
<br />772
<br />.4,
<br />1i; ,.e
<br />I .
<br />DETAIL "L"
<br />DETAIL "I
<br />N"
<br />TYPE DESIGNATION
<br />P-PLAINUNTCLI -1 FOUAN7[TYOF#50ARAI
<br />S - SOLID I INTEL LOWER LINTEL CAVITY
<br />-P-1 L1I U]
<br />[8xl 6
<br />NOMINALWIDTHJ LAITITY11111BA1
<br />UPPER LINTEL CAVITY
<br />NOMINAL HEIGHT
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"xl 6" 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 H) U f 11 L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DH'
<br />DETAIL'DJ'
<br />DETAIL'DH'&'DJ'
<br />DETAIL'DK'
<br />31-81,
<br />1 74'
<br />2-al
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5713
<br />10000
<br />10000
<br />i
<br />10000
<br />4'-U'
<br />74'
<br />74'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4511
<br />10000
<br />9686
<br />10000
<br />1
<br />IV-21
<br />2- 19'
<br />74'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4032
<br />10000
<br />8687
<br />9503
<br />4-4-
<br />3-C'
<br />2%9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3647
<br />9133
<br />7835
<br />8173
<br />4'-&'
<br />3'-4'
<br />1
<br />3-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2990
<br />1
<br />7025
<br />6382
<br />6382
<br />1
<br />5'-g'
<br />4'-N'
<br />4'-(Y'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1819
<br />4139
<br />3839
<br />3839
<br />64'
<br />5-4"
<br />5-a'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2976
<br />2976
<br />2676
<br />2737
<br />7,4'
<br />6'-,V'
<br />6-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />I (2) No. 4
<br />2292
<br />I
<br />2292
<br />1918
<br />I
<br />2121
<br />91-81,
<br />81-If
<br />8'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1563 1
<br />1563
<br />1113
<br />_N
<br />DETAIL"DH"
<br />DETAIL"DJ"
<br />DETAIL"DW
<br />TYPE DESIGNATION
<br />P-PLAINLINTLLJ QUAN1IIYOF#5bARAT
<br />S - SOLID LINTEL -� r LOWER LINTLL CAVIIY
<br />[8X I 6-P-1 L/I UI
<br />NOMINA I WIDTHJ L.UANTITY.1.111AIAT
<br />NOMINAI HFICHT UPPER I INTFI CAVITY
<br />GENERAL NOTES:
<br />1.)JCODES
<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 # FL1 774-R3
<br />2.) CONCRETE:
<br />2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
<br />2.1.1 PRE -CAST WSTANDARD REINFORCEMENT-5000 PSI
<br />2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI
<br />2.1.3 GROUT PER ASTCM C476 - 3000ps! 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 NTH ACI STANDARDS.
<br />2.6 D4.5 WRE 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 (2020, RESIDENTIAL) SECTION
<br />R606.14 OR FLORIDA BUILDING CODE (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 />3000 PSI GROUT -
<br />(PLACED IN FIELD)
<br />2"
<br />C-0
<br />LID
<br />TOP LEG BARS:
<br />(SEE SCHEDULE)
<br />#5 CONTINUOUS REQ'D.
<br />R STRUCTURAL PLAN
<br />STIRRUPS AT 4'-U'cc
<br />I OR WELDED)
<br />TOM BARS
<br />SCHEDULE
<br />NOTES:
<br />1. MINIMUM COVERAGE OF STEEL - 1.5"
<br />2. M N. BEARING REQUIRED AT EA. END - 4"
<br />Il'
<br />3. STANDARD FOR REINF. STEEL - ASTM A615
<br />TYPICAL LINTEL SECTION
<br />PRECAST CONCRETE
<br />3000 PSI GROUT
<br />(PLACED IN FIEL
<br />2" 2"
<br />OD
<br />!Q
<br />LO
<br />Cl)
<br />7 5/8"
<br />TOP LEG BARS:
<br />(SEE SCHEDULE)
<br />(1) #5 CONTINUOUS REG-D.
<br />PER STRUCTURAL PLAN
<br />7/3T'STIRRUPS AT 4'-U'cc
<br />(TIED OR WELDED)
<br />BOTTOM BARS
<br />SEE SCHEDULE
<br />NOTES:
<br />.1. M�NIMUM COVERAGE OF STEEL - 1.5"
<br />. M N. BEARING REQUIRED AT EA, END - 4"
<br />3. STANDARD FOR REINF. STEEL - ASTIM 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 />GRAVIIY
<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) #51.1
<br />(0) #5L (1) #5U
<br />(])#5L (2)#5U
<br />DETAIL'O'
<br />DFTAIL.'P'
<br />fl)#4L (1)#5U
<br />DETAIL'Q'
<br />DETAIL'O'&'P'
<br />2'- 19'
<br />141
<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 />-777-
<br />W
<br />7-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-61'
<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 />5�41t
<br />4141
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7681
<br />10000
<br />10000
<br />10000
<br />5-19*
<br />1 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 />51-21,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />8629
<br />10000
<br />6741
<br />10000
<br />74P
<br />6'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />6266
<br />6603
<br />4891
<br />6909
<br />7t-8"
<br />641
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />5967
<br />6199
<br />4657
<br />6477
<br />8'-0"
<br />6-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />5430
<br />5524
<br />4236
<br />5756
<br />8-4-
<br />74-
<br />PRECASI
<br />(2) D4.5 WIRE
<br />J21 No.4
<br />4961
<br />4979
<br />3869
<br />5178
<br />9'-4"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3865
<br />3838
<br />3010
<br />3973
<br />10141
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.4
<br />2984
<br />3021
<br />2320
<br />3118
<br />114%
<br />1 Elo-17i
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2699
<br />2699
<br />1959
<br />2699
<br />12'-0"
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2436
<br />2436
<br />1727
<br />2436
<br />12'-ff
<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 />12'4'
<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 />14-4-
<br />13'-N'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />2413
<br />2413
<br />1338
<br />1974
<br />(2) No. 4
<br />15'-4"
<br />1*-9'
<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 />16-9'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1698
<br />1698
<br />944
<br />1546
<br />(2) No. 4
<br />19-4-
<br />18'-9'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 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 />21'-4"
<br />20*-U'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1092
<br />1092
<br />614
<br />1167
<br />1
<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'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />1 (2) No. 5
<br />898
<br />89 8 j
<br />481
<br />#-,:
<br />DETAIL "0" DETAIL "P" DETAIL "Q"
<br />TYPE DESIGNATION
<br />P-PIA
<br />1141(:N�111 (�UAN111YOFt! BARAT
<br />ID N L LOWERLINILL 5
<br />CAVIIY
<br />I I
<br />[8x16-P-1 L/I U]
<br />WIDTHJ LIIIIAIIIIYIIIIIAIAI
<br />NOMINAL
<br />NOMINAL HEIGHT
<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 (1) U (0) L
<br />SOLID
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 f 1) U f 1) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DL'
<br />DETAILDM'
<br />DETAIL'DL'&'DM'
<br />_
<br />DETAIL'DN'
<br />3'-B"
<br />2'-4'
<br />2'--G'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7665
<br />10000
<br />10000
<br />10000
<br />4'-U'
<br />2-6'
<br />24'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />o,,.3
<br />(2) No. 3
<br />6054
<br />100DO
<br />8442
<br />10000
<br />4--Z'
<br />2'- 10'
<br />2�4'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />3
<br />(2) No. 3
<br />�j
<br />5413
<br />10000
<br />7552
<br />10000
<br />4-4'
<br />3-U'
<br />2'-&'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />3
<br />(2) No. 3
<br />4897
<br />10000
<br />6836
<br />10"
<br />4'-6'
<br />3-4'
<br />1
<br />3'-U'
<br />PRECAST
<br />1
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4017
<br />10000
<br />1
<br />5613
<br />10000
<br />51 -91
<br />4'-,V'
<br />4'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2448
<br />7050
<br />3434
<br />6540
<br />6-9'
<br />54'
<br />5-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No, 4
<br />4569
<br />4569
<br />2302
<br />4235
<br />7-13"
<br />64'
<br />6'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />1 (2) .4
<br />3338
<br />3338
<br />1640
<br />I
<br />3122
<br />I
<br />9'.8"
<br />84'
<br />8-4r
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1 2158
<br />1 21-18
<br />1 936
<br />%
<br />DETAIL"DL" DETAIL"DM" DETAIL"DN"
<br />TYPE DESIGNATION
<br />[8X16-P-1L/1U1
<br />"M
<br />UNIT'2216'- 1ST FLOOR PLAN -
<br />of 1-011
<br />1/8 1
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x8" 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 (1) L
<br />SOLID
<br />#5 11) U (0) L
<br />#5 Ill U (11 L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DA'
<br />DETAIL'DB'
<br />DETAIL'DC'
<br />DETAIL'DB'&'DC'
<br />DETAIL'DD'
<br />3'-8"
<br />74"
<br />1
<br />2'-U'
<br />PRECAST
<br />1
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1919
<br />1
<br />2143
<br />2143
<br />1753
<br />1753
<br />4'-0"
<br />2'-8"
<br />2'-N'
<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'- 19'
<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 />X-O'
<br />2'-g'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1367
<br />1553
<br />1553
<br />1284
<br />1284
<br />4'-g'
<br />3'-4"
<br />3'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1194
<br />1363
<br />1363
<br />1131
<br />1131
<br />54'
<br />4'-4!'
<br />4-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />864
<br />995
<br />995
<br />831
<br />831
<br />64'
<br />541
<br />64'
<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 />64"
<br />6-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />542
<br />669
<br />1
<br />669
<br />462
<br />537
<br />91-91
<br />8141
<br />81-01,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />396
<br />1 489 1
<br />489
<br />261
<br />393
<br />DETAIL "DA!' DETAIL "DB" DETAIL "DC" DETAIL "W"
<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 />UNTEL STEEL TOP
<br />WIRE/ BAR
<br />LINTEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFE LOAD
<br />SOLID
<br />#S(I)U(0)L
<br />SOLID
<br />#5(])U(I)L
<br />SOLID
<br />#5 (1) U (0) 1
<br />#5 (11 U (11 L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DO'
<br />DETAIL'DP'
<br />DErAIL'DO'&'DP'
<br />DETAIL'DQ'
<br />31-81
<br />24"
<br />2'-C'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9620
<br />10000
<br />1ODDO
<br />1
<br />10000
<br />41-G,
<br />7-8"
<br />7-41"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />31
<br />7599
<br />10000
<br />10000
<br />10000
<br />1
<br />4'-2'
<br />2'- 1 G'
<br />2-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />3
<br />(2)'Io. 3
<br />6796
<br />10000
<br />9505
<br />10000
<br />4-1"
<br />3'-0"
<br />2,9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />3
<br />(2) No. 3
<br />6149
<br />10000
<br />8604
<br />100DO
<br />4'-8"
<br />3'-4"
<br />1
<br />a_011
<br />PRECAST
<br />1
<br />(2) D4.5 WIRE
<br />3
<br />(2) No. 3
<br />5044
<br />10000
<br />1
<br />7066
<br />10000 1
<br />51-81,
<br />4-4-
<br />*-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />3
<br />(2) No. 3
<br />3077
<br />10000
<br />4325
<br />10000
<br />6-4-
<br />S-4"
<br />E-01,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />0
<br />(2) No. 4
<br />3765
<br />7387
<br />2901
<br />6831
<br />T-13"
<br />6-4'
<br />6-9'
<br />PRECAST
<br />I (2) D4.5 WIRE
<br />(2) No. 4
<br />2693
<br />4979
<br />1 2069
<br />1 4671
<br />91-91
<br />8'-4!'
<br />8--a'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1 1552
<br />2996
<br />1183
<br />2944
<br />N
<br />DETAIL"DO" DETAIL"DP" DETAIL"DQ"
<br />TYPE DESIGNATION
<br />P:
<br />-P-IL/IUI
<br />[8XI6
<br />wll� L
<br />1wM0j *wow
<br />TYPE DESIGNATION
<br />P-PI.AINIINTFI/ CIUANTRY F#5BARAI
<br />S-SOLIDIINTFL IOWERLIND
<br />I ILL CAVII Y
<br />I I
<br />[8XI 6-P-1 L/1 U1
<br />NOMINALWIDTHJ L IIIANITY O� 05
<br />'A
<br />NOMINAL HEIGHT UPPERLINILLC
<br />VJPT�JAL
<br />- ; S
<br />vif u
<br />plafjs
<br />; a i 1 C"f- X, th (r
<br />for P
<br />t,�
<br />Edition by Debr3
<br />SAFE WORKING LATERAL LOADS (PLF)
<br />8" X 8" LINTELS
<br />DETAIL"DO" DETAIL"DP" DETAIL"DQ"
<br />TYPE DESIGNATION
<br />P:
<br />-P-IL/IUI
<br />[8XI6
<br />wll� L
<br />1wM0j *wow
<br />TYPE DESIGNATION
<br />P-PI.AINIINTFI/ CIUANTRY F#5BARAI
<br />S-SOLIDIINTFL IOWERLIND
<br />I ILL CAVII Y
<br />I I
<br />[8XI 6-P-1 L/1 U1
<br />NOMINALWIDTHJ L IIIANITY O� 05
<br />'A
<br />NOMINAL HEIGHT UPPERLINILLC
<br />VJPT�JAL
<br />- ; S
<br />vif u
<br />plafjs
<br />; a i 1 C"f- X, th (r
<br />for P
<br />t,�
<br />Edition by Debr3
<br />SAFE WORKING LATERAL LOADS (PLF)
<br />8" X 8" LINTELS
<br />Total
<br />Length
<br />Type
<br />8"x8"
<br />PLAIN
<br />SOLID
<br />2'� 191
<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 />44.
<br />Precast
<br />810
<br />2459
<br />54'
<br />Precast
<br />663
<br />1940
<br />5- 19'
<br />Precast
<br />583
<br />1624
<br />6'-6'
<br />Precast
<br />486
<br />1396
<br />7-6'
<br />Precast
<br />403
<br />1134
<br />7%9'
<br />Precast
<br />392
<br />1100
<br />8'-U'
<br />Precast
<br />363
<br />1037
<br />8'-,V'
<br />Precast
<br />318
<br />981
<br />9%4"
<br />Precast
<br />222
<br />772
<br />1 0�_ff
<br />Precast
<br />156
<br />600
<br />1 F-4"
<br />Precast
<br />132
<br />651
<br />121-91
<br />Precast
<br />Ill
<br />593
<br />12'-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 />154"
<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 />20'44
<br />Prestressed
<br />N.R.
<br />167
<br />2 1'4'
<br />Prestressed
<br />N.R.
<br />138
<br />22' -0"
<br />Prestressed
<br />N.R.
<br />127
<br />24'4'
<br />Prestresse7
<br />N.R.
<br />100
<br />N.R. Not Recommended
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<br />C14
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