|
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)#SL(1J#5U
<br />(1J#5L(1)#5U
<br />10)#5L(1)#5U
<br />(1)#SL(2)#5U
<br />DETAIL'A'
<br />DETAIL'B'
<br />DETAIL'C'
<br />ll)#5L(1J#5U
<br />DETAIL'D'
<br />DETAIL'S' &'C'
<br />2'-10"
<br />1'-b"
<br />PRECAST
<br />2 D4.5 WIRE
<br />2 No.3
<br />6740
<br />9462
<br />9462
<br />10000
<br />10000
<br />3'-b"
<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 />2038
<br />3722
<br />3722
<br />3598
<br />3598
<br />4-b"
<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 />12) D4.5 WIRE
<br />2 No.3
<br />1453
<br />2654
<br />2654
<br />2574
<br />2574
<br />5'-4"
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.3
<br />1127
<br />2013
<br />2013
<br />2000
<br />2000
<br />5'-10"
<br />4'-b"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.3
<br />964
<br />1636
<br />1636
<br />1712
<br />1712
<br />b'-b"
<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-b"
<br />b'-2"
<br />PRECAST
<br />12) D4.5 WIRE
<br />2 No.4
<br />639
<br />1167
<br />1167
<br />1152
<br />1152
<br />7'-8"
<br />b'-4"
<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 />b'-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 />T-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'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />467
<br />853
<br />853
<br />759
<br />843
<br />10'-b"
<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 />10'-0"
<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 />b02
<br />602
<br />430
<br />602
<br />12'-b"
<br />11'-2"
<br />PRECAST
<br />(2) Na.3
<br />2 No.5
<br />312
<br />570
<br />570
<br />391
<br />570
<br />13'-4"
<br />12'-0"
<br />PRECAST
<br />(2) No.3
<br />2 No.S
<br />287
<br />525
<br />525
<br />337
<br />525
<br />14'-0"
<br />12'-8"
<br />PRECAST
<br />12) 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 />l l
<br />(2) 7/16 strand +
<br />N.R.
<br />522
<br />522
<br />360
<br />499
<br />2 No.4
<br />15'-4"
<br />14'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/l b 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'-0"
<br />PRESTRESSED
<br />2 No. 3
<br />()
<br />(2) 7/16 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 />()
<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) 7/l b strand +
<br />219
<br />219
<br />165
<br />229
<br />2 No. S
<br />N.R.
<br />22'-0"
<br />20'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(21 7/l b strand +
<br />203
<br />203
<br />155
<br />215
<br />2 No.5
<br />N.R.
<br />(2) 7/16 strand +
<br />24'-0"
<br />22'-8"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) No. S
<br />N.R.
<br />164
<br />164
<br />124
<br />179
<br />N.R: NOT RECOMMENDED
<br />�y ' a.. •' �: .
<br />DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D"
<br />TYPE DESIGNATION
<br />P -PLAIN LINTEU r gUP.NTRY OF #5 8AR AT
<br />S-SOLID LINTEL � t LOWER LINTEL CAVIII'
<br />[I8x1 I6-P-1 L/1 U]
<br />NOMINAL WIDTHr J � gUANTITY OF #S BAR AT
<br />NOMINAL HEIGHT UPPER LINTEL CAVITY
<br />REINFORCING SCHEDULE &LOAD CAPACITIES
<br />SAFE WORKING LOADS PLF)
<br />8" X 16" COMPOSITE LINT LS
<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(1J#5U
<br />(OJ#5L(1)#5U
<br />(i)#SL(1)#5U
<br />(1)#5L (1J#SU
<br />(1)#SL(2i#SU
<br />DETAIL'H'
<br />DETAIL'J'
<br />DETAIL'H' &'J'
<br />DETAIL'K'
<br />2'-10"
<br />1'-b"
<br />PRECAST
<br />2 D4.5 WIRE
<br />2 No.3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3'-b"
<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'-b"
<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 />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />4843
<br />6687
<br />6635
<br />7320
<br />5'-10"
<br />4'-b"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />3940
<br />5211
<br />5402
<br />5641
<br />b'-b"
<br />5'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.4
<br />4350
<br />4350
<br />4225
<br />4314
<br />7-b"
<br />b'-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 />b'-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 />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.4
<br />2153
<br />2153
<br />1881
<br />2139
<br />10'-b"
<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 />10'-0"
<br />PRECAST
<br />(2) No• 3
<br />2 No. 5
<br />1568
<br />1568
<br />1222
<br />1568
<br />12'-0"
<br />10'-8"
<br />PRECAST
<br />(2) No. 3
<br />2 No.S
<br />1439
<br />1439
<br />1075
<br />1439
<br />12'-b"
<br />11'-2"
<br />PRECAST
<br />(2) No.3
<br />2 No.S
<br />1354
<br />1354
<br />981
<br />1354
<br />13'-4"
<br />12'-0"
<br />PRECAST
<br />(2) No.3
<br />2 No.S
<br />1232
<br />1232
<br />849
<br />1232
<br />14'-0"
<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 />O
<br />(2) 7/16 strand +
<br />1419
<br />1419
<br />850
<br />1347
<br />2 No.4
<br />15'-4"
<br />14'-0"
<br />PRESTRESSED
<br />12) No• 3
<br />(2) 7/16 strand +
<br />1291
<br />1291
<br />775
<br />1270
<br />2 No.4
<br />17'-4"
<br />16'-0"
<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 />18'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />l2) 7/16 strand +
<br />1035
<br />1035
<br />478
<br />936
<br />2 No.S
<br />20'-0"
<br />18'-8"
<br />PRESTRESSED
<br />2 No, 3
<br />()
<br />(2) 7/i b strand +
<br />961
<br />961
<br />446
<br />872
<br />2 No.S
<br />21'-4"
<br />20'-0"
<br />PRESTRESSED
<br />2 No. 3
<br />()
<br />(2J 7/16 strand +
<br />834
<br />834
<br />390
<br />763
<br />2 No.S
<br />22'-0"
<br />20'-8"
<br />PRESTRESSED
<br />2 Na. 3
<br />()
<br />(2) 7/16 strand +
<br />720
<br />720
<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 />1 1
<br />(2) No 5
<br />642
<br />642
<br />306
<br />599
<br />•'' ..1'
<br />7' ! 1
<br />• i r^ � r'•l � V r'1
<br />i �•��, i"�•, iw�;;
<br />DETAIL "H" DETAIL "J" DETAIL "IC'
<br />TYPE DESIGNATION
<br />P -PLAIN LINTEL/ gUANiBY OF #5 BAR AT
<br />5-SOLID LINTEL � LOWER LINTEL CAVITY
<br />[8x1I6-P-1L/1U]
<br />NOMINAL W IDTH� J � QUANTITY OF #5 BAR AT
<br />NOMINAL HEIGHT UPPER LINTEL CAVITY
<br />CHARTS FROM QUALITY PRECAST COMPANY
<br />COMMERCIAL CONCRETE PRODUCTS, INC
<br />GRAVITY &UPLIFT SAFE LOADS (PLF)
<br />8"xl2" 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 />LINTELSTEEL
<br />BOTTOM BAR
<br />GRAVITY SAFELOAp
<br />UPLIFT SAFE LOAD
<br />PLAIN
<br />SOLID
<br />#5(1)U(0)L
<br />#5 (lOU (0) L
<br /># I 1 L
<br />SOLID
<br />#5(2)U(1)L
<br />DETAIL'DE'
<br />DETAIL'DF'
<br />DEfAIL'DE' &'DF'
<br />DE7AIL'DG'
<br />3'-8"
<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 />2'-8"
<br />2'-4"
<br />PRECAST
<br />(2) D4.5 W IRE
<br />(2) No, 3
<br />2970
<br />4965
<br />4401
<br />4401
<br />4'-2"
<br />2'-10"
<br />2'-b"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />2654
<br />4449
<br />3965
<br />3965
<br />4'-4"
<br />3'-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />2400
<br />4030
<br />3607
<br />3607
<br />4'-8"
<br />3'-4"
<br />3'-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 />b'-8"
<br />5'-4"
<br />5'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2J No. 4
<br />1764
<br />1763
<br />1578
<br />1578
<br />7'-8"
<br />b'-4"
<br />b'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1409
<br />1409
<br />1188
<br />1267
<br />9'-8"
<br />8'-4"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1000
<br />1000
<br />686
<br />903
<br />.. ..
<br />"•
<br />a •� •�
<br />DETAIL "DE" DETAIL "DF" DETAIL "DG"
<br />TYPE DESIGNATION
<br />P -PLAIN LINTEL/
<br />r QUANTITY OF #5 BAR AT
<br />S-SOLID LINTEL �
<br />I LOWER LINTEL CAVTY
<br />[8xl 6-P-1 L/1 U]
<br />�
<br />L
<br />NOMINAL WIDTH
<br />NOMINAL HEIGHT
<br />gUANTffY OF #5 BAR
<br />UPPER LIMEL CAVffY
<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)#SL(1)#5U
<br />(0)#SL(1)#SU
<br />(1)#SL(1)#SU
<br />(1)#SL(2)#SU
<br />(1)#5L (1)#SU
<br />DETAIL'E'
<br />DETAIL'F'
<br />DETAIL'E' &'F'
<br />DETAIL'G'
<br />2'-10"
<br />1'-b"
<br />PRECAST
<br />2 D4.5 WIRE
<br />2 No.3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3'-b"
<br />2'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.3
<br />9383
<br />10000
<br />10000
<br />10000
<br />4'-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.3
<br />6766
<br />8225
<br />9200
<br />9445
<br />4'-b"
<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'-b"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />2787
<br />3088
<br />3359
<br />3369
<br />b'-b"
<br />5'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.4
<br />2560
<br />2560
<br />2723
<br />2723
<br />7-b"
<br />b'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.4
<br />1992
<br />1992
<br />2112
<br />2112
<br />7'-8"
<br />b'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.4
<br />1921
<br />1921
<br />2035
<br />2035
<br />8'-0"
<br />b'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.4
<br />1792
<br />1792
<br />1862
<br />1897
<br />8'-4"
<br />T-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.4
<br />1679
<br />1679
<br />1699
<br />T776
<br />9'-4"
<br />8'-0"
<br />PRECAST
<br />121 D4.5 WIRE
<br />2 No.4
<br />1411
<br />1411
<br />1319
<br />1489
<br />10'-b"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.4
<br />1186
<br />1186
<br />1014
<br />1251
<br />11'-4"
<br />10'-0"
<br />PRECAST
<br />(2) No.3
<br />2 No.S
<br />1074
<br />1074
<br />854
<br />1121
<br />12'-0"
<br />10'-8"
<br />PRECAST
<br />(2) No.3
<br />2 No.S
<br />992
<br />992
<br />751
<br />1035
<br />12'-b"
<br />11'-2"
<br />PRECAST
<br />(2) No.3
<br />2 No.S
<br />937
<br />937
<br />685
<br />978
<br />13'-4"
<br />12'-0"
<br />PRECAST
<br />(2) No.3
<br />2 No.S
<br />859
<br />859
<br />591
<br />89b
<br />14'-0"
<br />12'-8"
<br />PRECAST
<br />(2) No.3
<br />2 No.S
<br />804
<br />804
<br />529
<br />838
<br />14'-8"
<br />13'-4"
<br />PRESTRESSED
<br />2 No. 3
<br />()
<br />(2) 7/16 strand +
<br />1207
<br />1207
<br />605
<br />938
<br />2 No.4
<br />15'-4"
<br />14'-0"
<br />PRESTRESSED
<br />2 No. 3
<br />(1
<br />(2) 7/16 strand +
<br />1095
<br />1095
<br />551
<br />887
<br />2 No.4
<br />17'-4"
<br />15'-0"
<br />PRESTRESSED
<br />2 No. 3
<br />()
<br />(2) 7/16 strand +
<br />836
<br />836
<br />426
<br />763
<br />2 No.4
<br />19'-4"
<br />18'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />655
<br />655
<br />340
<br />645
<br />2 No.S
<br />20'-0"
<br />18'-8"
<br />PRESTRESSED
<br />2 No. 3
<br />()
<br />(2) 7/i b strand +
<br />607
<br />607
<br />317
<br />601
<br />2 No 5
<br />21'-4"
<br />20'-0"
<br />PRESTRESSED
<br />2 No. 3
<br />()
<br />(2) 7/16 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) 7/16 strand +
<br />488
<br />488
<br />260
<br />493
<br />2 No.S
<br />(2) 7/1 b strand +
<br />24'-0"
<br />22'-8"
<br />PRESTRESSED
<br />12) No. 3
<br />(2) No. 5
<br />399
<br />399
<br />217
<br />412
<br />•:.a;. 'a:� .' ��
<br />.•.• .•
<br />.�.• .1:; .1:.
<br />DETAIL "E" DETAIL "F" DETAIL "G"
<br />TYPE DESIGNATION
<br />P -PLAIN LIMEL/ r gUANTRY OF #5 BAR AT
<br />S-SOLID LINTEL � I LOWER LINTEL CAVITY
<br />[8x16-P-1 L/1IU]
<br />NOMINAL WIDTH � `gUAMITY OF #5 BAR AT
<br />NOMINAL HEIGHT UPPER LINTEL CAVTY
<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 />LINTELSTEEL
<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)#SL(1)#SU
<br />(1)#SL(1)#SU
<br />(0)#5(.(1)#SU
<br />(1)#SL(2)#SU
<br />DETAIL'L'
<br />DETAIL'M'
<br />(1)#SL (1)#SU
<br />DETAIL'N'
<br />DETAIL+L' &'M'
<br />2'-10"
<br />1'-6"
<br />PRECAST
<br />2 D4.5 WIRE
<br />2 No.3
<br />10000
<br />10000
<br />1'0000
<br />10000
<br />3'-b"
<br />2'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.3
<br />10000
<br />10000
<br />1.0000
<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 />70000
<br />4'-b"
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.3
<br />9313
<br />10000
<br />10000
<br />10000
<br />4'-8"
<br />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 />t8605
<br />10000
<br />5'-10"
<br />4'-b"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />5095
<br />8995
<br />'7007
<br />9811
<br />6'-b"
<br />5'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.4
<br />6871
<br />6871
<br />5482
<br />6814
<br />7-b"
<br />6'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />4693
<br />4693
<br />'3976
<br />4661
<br />T-8"
<br />b'-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 />2 No. 4
<br />4047
<br />4047
<br />3443
<br />4021
<br />8'-4"
<br />T-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'-b"
<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 />10'-0"
<br />PRECAST
<br />(2) No.3
<br />2 No. 5
<br />2082
<br />2082
<br />1590
<br />2082
<br />12'-0"
<br />10'-B"
<br />PRECAST
<br />(2) No.3
<br />2 No. 5
<br />1895
<br />1895
<br />1401
<br />1895
<br />12'-b"
<br />11'-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'-B"
<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 />12) No. 3
<br />(2) 7/16 strand +
<br />1948
<br />1948
<br />1093
<br />1591
<br />2 No.4
<br />15'-4"
<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 />19'-4"
<br />18'-0"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />1084
<br />1084
<br />615
<br />1095
<br />2 No.S
<br />20'-0"
<br />18'-8"
<br />PRESTRESSED
<br />2 No. 3
<br />O
<br />(21 7/16 strand +
<br />1008
<br />1008
<br />573
<br />1048
<br />2 No.S
<br />21'-4"
<br />20'-0"
<br />PRESTRESSED
<br />L No. 3
<br />(�)
<br />12) 7/16 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 />()
<br />(2J 7/16 strand +
<br />850
<br />850
<br />471
<br />923
<br />2 No.S
<br />(2) 7/16 strand +
<br />24'-0"
<br />22'-8"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) No.S
<br />740
<br />740
<br />393
<br />772
<br />�.• i0
<br />•�' Z'
<br />0.:
<br />DETAIL "L" DETAIL "M" DETAIL "N"
<br />TYPE DESIGNATION
<br />P-PLP,IN LINrEL/ rgUANTRY OF #S BAR AT
<br />S-SOLID LIMEL � I LOWER LINTEL CAVITY
<br />[8x16-P-1 L/1 U]
<br />NOMINAL WIDTH � LgUANTRY OF #S BAR AT
<br />NOMINAL HEIGHT UPPER LINTEL CAVf['r
<br />GRAVITY &.UPLIFT SAFE LOADS (PLF)
<br />8"xl6" 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 />LINTELSTEEL
<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 />##S11UU(O1LL
<br />SOLID
<br />#5(2)U(1JL
<br />DETAIL'DH'
<br />DETAIL'DJ'
<br />DETAIL'DH' &'DJ'
<br />DETAIL'DK'
<br />3'-8"
<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) D4.5 WIRE
<br />(2) No.3
<br />4511
<br />10000
<br />9686
<br />10000
<br />4'-2"
<br />2'-10"
<br />2'-b"
<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 />(2J 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 />5382
<br />6382
<br />5'-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 />b'-8"
<br />5'-4"
<br />5'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.4
<br />2976
<br />2976
<br />2676
<br />2737
<br />T-8"
<br />b'-4"
<br />6'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) Na.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 />'� 1 : "r;t ���;7
<br />�1 . .�M . .�'1 .
<br />.�4,. :��: .�r:
<br />DETAIL "DH" DETAIL "DJ" DETAIL "DK"
<br />TYPE DESIGNATION
<br />P-PLAIN LINTEU gUANTRY OF #S BAR AT
<br />S-SOLID LINTEL � LOWER LINTEL CAVTY
<br />[8x16-P-1 L/1 U]
<br />NOMINAL WIDTH � LgUANTIIY OF #S BAR AT
<br />NOMINAL HEIGHT UPPER LINTEL CAVfY
<br />GENERAL NOTES:
<br />1.) CODES
<br />1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS
<br />R402.2 & R606.
<br />1 2 FL RIDA B LD N ODE 7TH EDT N 2020 SECTIONS 1901.2 &
<br />O UI I G C 110 ( )
<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 />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 PLAC�MENT.
<br />3000 PSI GROUT TOP LEG BARS:
<br />(PLACED IN FIELD (SEE SCHEDULE)
<br />�„ 2,�
<br />(1) #5 CONTINUOUS REQ'D.
<br />- PER STRUCTURAL PLAN
<br />� 7/32" STIRRUPS AT 4'-0" cc
<br />ro � m (TIED OR WELDED)
<br />� � �
<br />n � BOTTOM BARS
<br />N SEE SCHEDULE
<br />11/" 11/"
<br />MIN. MJN.
<br />7 5/8"
<br />NOTES:
<br />1. MINIMUM COVERAGE OF STEEL - 1.5"
<br />2. MIN. BEARING REQUIRED AT EA. END - 4"
<br />3. STANDARD FOR REINF. STEEL- ASTM A615
<br />TYPICAL LINTEL SECTION
<br />PRECAST CONCRETE
<br />3000 PSI GROUT TOP LEG BARS:
<br />(PLACED IN FIELD) (SEE SCHEDULE)
<br />2" 2"
<br />(1) #5 CONTINUOUS REQ'D.
<br />� PER STRUCTURAL PLAN
<br />M
<br />� M
<br />7/32" STIRRUPS AT 4'-0" cc H
<br />� �,.s (TIED OR WELDED)
<br />� -
<br />SEO SOCHEDULE
<br />M CV
<br />1
<br />7 5/8"
<br />NOTES:
<br />1. MINIMUM COVERAGE OF STEEL- 1.5"
<br />2. MIN. BEARING REQUIRED AT EA. END - 4"
<br />3. STANDARD FOR REINF. STEEL -ASTM A615
<br />TYPICAL RECESS LINTEL SECTION
<br />PRECAST CONCRETE
<br />CHARTS FROM QUALITY PRECAST COMPANY
<br />COMMERCIAL CONCRETE PRODUCTS, INC
<br />REINFORCING SCHEDULE &LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" X 24" COMPOSITE LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE/ BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#5L(1)#SU
<br />(1)#SL(1)#SU
<br />(OJ#SL(1)#SU
<br />(1)#SL(2)#SU
<br />DETAIL'O'
<br />DETAIL'P'
<br />I1)#4L (1)#SU
<br />DETAIL'Q'
<br />DETAIL'O' &'P'
<br />2'-10"
<br />1'-b"
<br />PRECAST
<br />2 D4.5 WIRE
<br />2 No.3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3'-b"
<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 />10000
<br />10000
<br />10000
<br />10000
<br />4'-b"
<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'-4"
<br />4'-0"
<br />PRECAST
<br />(2) D4:5 WIRE
<br />2 No.3
<br />7681
<br />10000
<br />10000
<br />10000
<br />5'-10"
<br />4'-b"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.3
<br />6251
<br />10000
<br />8615
<br />10000
<br />b'-b"
<br />5'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />8629
<br />10000
<br />6741
<br />10000
<br />7-b"
<br />6'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.4
<br />626b
<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 />6'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 Nd.4
<br />5430
<br />5524
<br />4236
<br />5756
<br />8'-4"
<br />7'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.4
<br />4961
<br />4979
<br />3869
<br />5178
<br />9'-4"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.4
<br />3865
<br />3838
<br />3010
<br />3973
<br />10'-b"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 N�o.4
<br />2984
<br />3021
<br />2320
<br />3118
<br />11'-4"
<br />10'-0"
<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 NFo. 5
<br />2436
<br />2436
<br />1727
<br />2436
<br />12'-b"
<br />17'-2"
<br />PRECAST
<br />l2) 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'-0"
<br />12'-8"
<br />PRECAST
<br />(2) No.3
<br />2 No.5
<br />1878
<br />1878
<br />1225
<br />1878
<br />14'-8"
<br />13'-4"
<br />PRESTRESSED
<br />2 No. 3
<br />O
<br />(2) 7!1 .strand +
<br />2413
<br />2413
<br />1338
<br />1974
<br />2 No.4
<br />15'-4"
<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 />lT-4"
<br />16'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />`•No.4
<br />1698
<br />1698
<br />944
<br />1546
<br />2
<br />19'-4"
<br />18'-0"
<br />PRESTRESSED
<br />2 No.3
<br />()
<br />(2) 7/16 strand +
<br />1348
<br />1348
<br />753
<br />1330
<br />2 `No. 5
<br />20'-0"
<br />18'-8"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />c
<br />2 'No. 5
<br />1254
<br />1254
<br />702
<br />1271
<br />21'-4"
<br />20'-0"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/1 b' strand +
<br />1092
<br />1092
<br />614
<br />1167
<br />2 ;No. 5
<br />22'-0"
<br />20'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/14 strand +
<br />1023
<br />1023
<br />576
<br />1121
<br />2 :No, 5
<br />(2) 7/16 strand +
<br />24'-0"
<br />22'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2)`No.S
<br />898
<br />898
<br />481
<br />947
<br />Y. yl
<br />�.. iw0
<br />{.
<br />�,� wT -
<br />i,;i
<br />,.s�•e".i
<br />i,;i
<br />i 1
<br />•�.y
<br />�'
<br />� �
<br />� TYPE DESIGNATION
<br />� �,..
<br />1
<br />f },...'
<br />w1
<br />� a, ...
<br />w0
<br />+•�i
<br />�•�iy'if
<br />,L3'�,
<br />:•�ip't
<br />;i P-PLAIN LINTEL/ gUANTRY OF #S BAR AT
<br />i��
<br />�i��
<br />S-SOLID LINTEL � LOWER LIMEL CAVTY
<br />NOMINAL WIDTH gUANTfTY OF #S BAR AT
<br />NOMINAL HEIGHT UPPER LINTEL CAVITY
<br />DETAIL "O" DETAIL
<br />"P" DETAIL
<br />"Q"
<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 />LINTELSTEEL
<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 />##S11UU(0)LL
<br />SOLID
<br />#5(2)U(1)L
<br />DETAIL'DL'
<br />DETAIL'DM'
<br />DETAIL'DL' &'DM'
<br />DETAIL'DN'
<br />3'-8"
<br />2'-4"
<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'-b"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />5413
<br />10000
<br />7552
<br />10000
<br />4'-4"
<br />3'-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />4897
<br />10000
<br />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'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />2448
<br />7050
<br />3434
<br />6540
<br />b'-8"
<br />5'-4"
<br />5'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4569
<br />4569
<br />2302
<br />4235
<br />T-8"
<br />b'-4"
<br />b'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3338
<br />3338
<br />1640
<br />3122
<br />4'-8"
<br />8'-4"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.4
<br />2158
<br />2158
<br />936
<br />2036
<br />+ r..'
<br />+ �:�
<br />�:f'
<br />�7.
<br />•
<br />��q.
<br />''.
<br />�.1.
<br />�.: ••
<br />r`�+�
<br />DETAIL "DL" DETAIL "DM" DETAIL "DN"
<br />TYPE DESIGNATION
<br />s Id, rilmisi AT
<br />[8x16-P-IL/li ]
<br />Ij� J ���
<br />��
<br />UNIT '2216' - 1ST FLOOR PLAN
<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 (li U (1) L
<br />SOLID
<br />#5 (1J U (OJ L
<br />#5 1 U 1 L
<br />SOLID
<br />#5 (2) U (7) L
<br />DETAIL'DA'
<br />DETAII'DB'
<br />DETAIL'DC'
<br />DETAIL'DB' &'DC'
<br />DETAIL'DD'
<br />3'-8"
<br />2'-4"
<br />2'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1919
<br />2143
<br />2143
<br />1753
<br />1753
<br />4'-0"
<br />2'-8"
<br />2'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1597
<br />1501
<br />1801
<br />1483
<br />1483
<br />4'-2"
<br />2'-10"
<br />2'-b"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1473
<br />1668
<br />1668
<br />1376
<br />7376
<br />4'-4"
<br />3'-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2J No. 3
<br />1367
<br />1553
<br />1553
<br />1284
<br />1284
<br />4'-8"
<br />3'-4"
<br />3'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />1194
<br />1363
<br />1363
<br />1131
<br />1131
<br />5'-8"
<br />4'-4"
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />864
<br />995
<br />995
<br />831
<br />831
<br />b'-8"
<br />5'-4"
<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 />b'-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 />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />396
<br />489
<br />489
<br />261
<br />393
<br />'•.try;• '•.��:. •�i�r:
<br />;'4•. .
<br />' R. ~
<br />DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD"
<br />GRAVITY &UPLIFT SAFE LOADS (PLF)
<br />$"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 />##S11UU(O1LL
<br />SOLID
<br />#5(2)U(1)L
<br />DETAIL'DO'
<br />DETAIL'DP'
<br />DETAIL'DO' &'DP'
<br />DETAIL'D '
<br />O
<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 />2'-8"
<br />2'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />7599
<br />10000
<br />10000
<br />10000
<br />4'-2"
<br />2'-10"
<br />2'-b"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6796
<br />10000
<br />9505
<br />10000
<br />4'-4"
<br />3'-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />6149
<br />i0000
<br />8604
<br />10000
<br />4'-8"
<br />3'-4"
<br />3'-0"
<br />PRECAST
<br />(2) D4.5 W IRE
<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 />b'-8"
<br />5'-4"
<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 />b'-4"
<br />b'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.4
<br />2693
<br />4979
<br />2069
<br />4671
<br />9'-8"
<br />8'-4"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.4
<br />1552
<br />2996
<br />1183
<br />2844
<br />ti,9
<br />. 'ti,tt
<br />• •i,.1
<br />•
<br />.11.
<br />.�.7.
<br />.�•1.
<br />V'.
<br />..�i.!
<br />:�'i:1
<br />''ti.:i
<br />,�;:
<br />;,�w.
<br />1•
<br />,�.;:
<br />,•
<br />�•.f.�
<br />� .1:
<br />� .f:
<br />DETAIL "DO" DETAIL "DP" DETAIL "DQ"
<br />TYPE DESIGNATION
<br />[8x16-P-IL/IU]
<br />TYPE DESIGNATION
<br />P -PLAIN LINTEL/ r' QUANTrIY OF #5 0Aft AT
<br />S-SOLID LINTEL � 1 LOWER LINTEL CAVIrY
<br />8xl b-P-iLL 1 U
<br />[I I I ]
<br />NOMINAL WIDTHr J `aUANTITY OF #5 BAR AT
<br />NOMINAL HEIGHT UPPER LINTELCAVTry
<br />v�rrua! Review Assist. Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th Edifio
<br />by Oebra Anne Klahr PX2300
<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'-b"
<br />Precast
<br />1325
<br />4624
<br />4'-0"
<br />Precast
<br />1041
<br />3358
<br />4'-b"
<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'-10"
<br />Precast
<br />583
<br />1624
<br />b'-b"
<br />Precast
<br />486
<br />1396
<br />T-b"
<br />Precast
<br />403
<br />1134
<br />7'-8"
<br />Precast
<br />392
<br />1100
<br />8'-0"
<br />Precast
<br />363
<br />1037
<br />8'-4"
<br />Precast
<br />318
<br />981
<br />9'-4"
<br />Precast
<br />222
<br />772
<br />10'-b"
<br />Precast
<br />156
<br />600
<br />11'-4"
<br />Precast
<br />132
<br />b51
<br />12'-0"
<br />Precast
<br />111
<br />593
<br />12'-b"
<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 />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.K. = Noi Recommended
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