|
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 />LENGTI I
<br />SPAN
<br />WIRE/ BAR
<br />BOTTOM BAR
<br />GRAVITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(01 #51- (1 j *5U
<br />(])#5L (1)#5U
<br />(0)*51- (1)#51.1
<br />(1) *51- (2)#5U
<br />DETAIL'A'
<br />DETAIL'B'
<br />DETAIL'C'
<br />(1)#5L (I)#5U
<br />DETAIL *D'
<br />DETAIL'B'&'C'
<br />2-- 1 IX
<br />V-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6740
<br />9462
<br />9462
<br />10000
<br />10000
<br />3'-6"
<br />2*-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2912
<br />5318
<br />5318
<br />5114
<br />5114
<br />4'4Y
<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 />4-4-
<br />3'-7'
<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 />1453
<br />2654
<br />2654
<br />2574
<br />2574
<br />5-4"
<br />4*-.U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1127
<br />2013
<br />2013
<br />2000
<br />2000
<br />5'- 10"
<br />4'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />964
<br />1636
<br />1636
<br />1712
<br />1712
<br />6'-6"
<br />5*-7'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />796
<br />1454
<br />1454
<br />1435
<br />1435
<br />7-61,
<br />6-7
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />639
<br />1167
<br />1167
<br />1152
<br />1152
<br />7'-6'
<br />6'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />619
<br />1130
<br />1130
<br />1115
<br />Ills
<br />81-Y,
<br />6*-g'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />581
<br />1062
<br />1062
<br />1048
<br />1048
<br />6-41"
<br />7-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />548
<br />1001
<br />1001
<br />979
<br />988
<br />Y-4"
<br />8'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />467
<br />853
<br />853
<br />759
<br />843
<br />10�4'
<br />91-71
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />398
<br />727
<br />727
<br />582
<br />718
<br />1 F-4"
<br />1 01-Er
<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 />17-6"
<br />1 l'-7'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />312
<br />570
<br />570
<br />391
<br />570
<br />13'-4"
<br />12'-C'
<br />PRECAST
<br />12) No. 3
<br />2 No. 5
<br />287
<br />1 525
<br />525
<br />337
<br />525
<br />14'-0"
<br />12'-9'
<br />PRECAST
<br />(2) No. 3
<br />No.
<br />(2) 5
<br />270
<br />449
<br />449
<br />286
<br />451
<br />14'-9'
<br />13-C
<br />PRESTRESSED
<br />(2) No. 3
<br />(20) 7116 strand +
<br />N.R.
<br />522
<br />522
<br />360
<br />499
<br />(2) No. 4
<br />15-4"
<br />14'-U'
<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'-W
<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'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />N.R.
<br />277
<br />277
<br />202
<br />281
<br />(2) No. 5
<br />20'-U'
<br />18'4'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />256
<br />256
<br />188
<br />262
<br />(2) No. 5
<br />N.R.
<br />2 V-4"
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />219
<br />219
<br />165
<br />229
<br />(2) No. 5
<br />N.R.
<br />22'-V
<br />20'-&'
<br />PRESTRESSED
<br />(2) No. 3
<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'-U'
<br />27-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) No. 5
<br />N.R.
<br />164
<br />164
<br />124
<br />179
<br />N.R.- NOT RECOMMENDED
<br />DETAIL "A" DETAIL "B"
<br />DETAIL "C" DE7A1L "D"
<br />TYPE DESIGNATION
<br />P-PLAiN I INIFI/ QUA NIFTY Of #5 BAR AT
<br />5 - SOIID I INTEL -] f LOWER UNTIL 1AVITY
<br />[8x16-P-1L/1UI
<br />NOMINAI WjDr -J L �,A.,, "I'll BAR AT
<br />NOMINAI HFIGM u, I UNTIL AVVY 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)*SL (I) #5U
<br />(0) # 5L (1) * 5U
<br />IT 1 *51- (1) #5U
<br />(l)#5L (1)#5U
<br />(1) #51- (2)#5U
<br />DETAII 'H'
<br />DETAIL'Y
<br />DFTAIL'H'&'J'
<br />DETAIL'K'
<br />2'- 1 G'
<br />V-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />X-C'
<br />7-7
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />7-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9550
<br />10000
<br />10000
<br />10000
<br />4'-6"
<br />X-7
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7207
<br />10000
<br />9863
<br />10000
<br />4'-g'
<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'-U*
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4843
<br />6687
<br />6635
<br />7320
<br />6- 19'
<br />4--G-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3940
<br />5211
<br />5402
<br />5641
<br />6'-6"
<br />5-7-
<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 />PRECASI
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3206
<br />3206
<br />3063
<br />3183
<br />7'-9'
<br />6-W'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3071
<br />3071
<br />2916
<br />3049
<br />81-91
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2831
<br />2831
<br />1 2651
<br />2811
<br />8'-4"
<br />7'-D"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2625
<br />2625
<br />1 2421
<br />2607
<br />9'-4"
<br />8*-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2153
<br />2153
<br />1 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 />11 I-W,
<br />I I 0--g-
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1568
<br />1568
<br />1222
<br />1568
<br />174'
<br />10'-9'
<br />PRECAST
<br />(2) No. 3
<br />(2) N .5
<br />1439
<br />1439
<br />1075
<br />1439
<br />17-6'
<br />11'-2"
<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'-(r
<br />17-9'
<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 str and +
<br />1291
<br />1291
<br />775
<br />1270
<br />(2) No. 4
<br />17'-4"
<br />16-9'
<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 />18'-U'
<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'-U*
<br />181-81,
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />961
<br />961
<br />446
<br />872
<br />(2) No. 5
<br />2 1'-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) N . 5
<br />27-0"
<br />20 .-x
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />720
<br />720
<br />366
<br />716
<br />(2) No. 5
<br />1
<br />(2) 7116 strand +
<br />24'--(r
<br />22'-8"
<br />PRESTRESSED
<br />1
<br />(2) No. 3
<br />1
<br />1 (2) No. 5
<br />642
<br />642?
<br />306
<br />599
<br />r%C-rATI ft", rNL-rATI "I-- r%CTATI I-V-1
<br />TYPE DESIGNATION
<br />P PLAIN UNTEU UUANTITY Of #5 BAR
<br />S-SOUDUNTEL -1 rI0-1RII.T1ICAVffYAT
<br />[8x16-P-1L/1JI
<br />NOMINAL WIDII Ij, L QUANTITY .1 11 BAR I I
<br />NOMINAI I1TK;H UPPER LINTEL CAVITY
<br />CHARTS FROM QUALITY PRECAST COMPANY
<br />COMMERCIAL CONCRETE PRODUCTS, INC
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x12" 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 />LIN TEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFE LOAD
<br />PLAIN
<br />SOLID
<br />#5 (1) U (0) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DE'
<br />DETAIL'DF
<br />DETAIL'DEL'DF
<br />_
<br />DETAIL'DG'
<br />3-6'
<br />74"
<br />7-9,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3764
<br />1 6455
<br />5637
<br />5637
<br />4'-9'
<br />7-8"
<br />2-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2970
<br />4965
<br />4401
<br />4401
<br />4'-7'
<br />7-10"
<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'-0"
<br />7-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2400
<br />4030
<br />3607
<br />3607
<br />4�-9-
<br />3-4"
<br />3'-0"
<br />PRECAST
<br />(2) D4-5 WIRE
<br />(2) No. 3
<br />1966
<br />1 3390
<br />3053
<br />3053
<br />5-6'
<br />4'-4"
<br />4'-a'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1193
<br />2290
<br />M
<br />7085
<br />6-91
<br />5-4"
<br />51-01,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1764
<br />1763
<br />1578
<br />1578
<br />71-91
<br />6-4"
<br />1
<br />6-7'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1409
<br />1409
<br />1188
<br />1267
<br />7-8"
<br />8'-4"
<br />8'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1000
<br />1000
<br />686
<br />903
<br />TYPE DESIGNATION
<br />P PLAIN MITI/ QUANTITY OF Ol MR AT
<br />S-SOLIDLINTEL -1 FLOWERLI.T11CAVIlY
<br />[8x16-P-1L/1U]
<br />NOMINAL WIDTHj j L 01JAWITY 0111 BARAT
<br />NOMINAL HER331 It LIPPER I INI FL CAVITY
<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 />(l)#5L (])#5U
<br />(0)#51 (1)#5U
<br />(1)#5L (2)#5U
<br />DFTAIL'E'
<br />DETAIL
<br />DETAIL'E'&7
<br />DETAII 'G'
<br />7-10"
<br />1-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />N-6"
<br />7-7
<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'-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'-g*
<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'- 19'
<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 />12) No. 4
<br />1992
<br />1992
<br />2112
<br />2112
<br />7'-87'
<br />6'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />12) No. 4
<br />1921
<br />1921
<br />2035
<br />2035
<br />64Y*
<br />6'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1792
<br />1792
<br />1862
<br />1897 1
<br />8-4-
<br />7'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1679
<br />1679
<br />1699
<br />1776
<br />9'-4"
<br />8'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1411
<br />1411
<br />1319
<br />1489
<br />101-61
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />( )No. 4
<br />1186
<br />1186
<br />1014
<br />1251
<br />1 V-4"
<br />101-01,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1074
<br />1074
<br />854
<br />1121
<br />12'-U'
<br />101-81,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />992
<br />992
<br />751
<br />1035
<br />174'
<br />11'-2"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />937
<br />937
<br />685
<br />978
<br />13-C
<br />17-9'
<br />PRECAST
<br />(2) No. 3_
<br />(2) No. 5
<br />859
<br />859
<br />591
<br />896
<br />14'-0"
<br />17-9'
<br />PRECAST
<br />(2) No- 3
<br />(2) No. 5
<br />804
<br />804
<br />529
<br />838
<br />14'-g'
<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 />154'
<br />14'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1095
<br />1095
<br />551
<br />887
<br />(2) No. 4
<br />17'-4"
<br />16-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />836
<br />836
<br />426
<br />763
<br />(2) No. 4
<br />19'4'
<br />18141
<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 />181-91
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />607
<br />607
<br />317
<br />601
<br />(2) No 5
<br />21'-4"
<br />20'-Er'
<br />PRESTRESSED
<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'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />488
<br />488
<br />260
<br />493
<br />(2) No. 5
<br />(2) 7116 strand +
<br />24'-U'
<br />27-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) No. 5
<br />399
<br />1
<br />399
<br />217
<br />412
<br />TYPE DESIGNATION
<br />F PtAINIANIEL/ QUANTITY Of 05 BAR AT
<br />S -SO[ U I INIFL -i r LOWER UNTELCAVIFY
<br />[8x16-P-1L/1Uj
<br />NOMINALWIDTH] j L QUANTITY 01 11 BAR AT
<br />NOMINAL HEIGHT UPPER LINTEL CAVITY
<br />DE7AIL "E" DETAIL 'T" 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 (I) #5U
<br />(1) *51- (1) #5U
<br />(0)#51- (1)#5U
<br />(1)#5L (2)#bU
<br />DETAIL'['
<br />DETAIL'M'
<br />I l)*!)L ())#5U
<br />DFTAIL'N'
<br />DETAII V& 'M*
<br />2'- 1 (Y'
<br />V-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />X-6"
<br />7-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-(Y'
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-6"
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9313
<br />10000
<br />10000
<br />10000
<br />4'-8'
<br />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'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No, 3
<br />6261
<br />10000
<br />8605
<br />10000
<br />5- 1 Er'
<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 />1 6871
<br />5482
<br />6814
<br />7-6'
<br />6'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4693
<br />4693
<br />3976
<br />4661
<br />7'-9'
<br />6-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4456
<br />4456
<br />3785
<br />4427
<br />814y,
<br />6*-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4047
<br />4047
<br />3443
<br />4021
<br />8'4"
<br />7*-U.
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3706
<br />3706
<br />3144
<br />3693
<br />91-41,
<br />81-01
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2954
<br />2954
<br />2445
<br />2937
<br />10'-6"
<br />9--2--
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No� 4
<br />2384
<br />2384
<br />1884
<br />2371
<br />1 F-4"
<br />1 01-or,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2082
<br />1 2082
<br />1590
<br />2082
<br />17-9'
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />12) No. 5
<br />1895
<br />1895
<br />1401
<br />1895
<br />12'-6"
<br />11'-2"
<br />PRECAST
<br />(2) No. 3_
<br />12) No. 5
<br />1775
<br />1775
<br />1279
<br />1775
<br />13'-4"
<br />12'-U'
<br />PRECAST
<br />(2) No.3
<br />(2) No. 5
<br />1605
<br />1605
<br />1107
<br />1605
<br />14'--U'
<br />12-9'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1490
<br />1490
<br />992
<br />1490
<br />14'-8"
<br />13-41"
<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'-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) 7116 strand +
<br />1368
<br />1368
<br />771
<br />1264
<br />(2) No. 4
<br />174"
<br />18'-U'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1084
<br />1084
<br />615
<br />1095
<br />(2) No. 5
<br />20'-U'
<br />181-91
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1008
<br />1008
<br />573
<br />1048
<br />(2) No. 5
<br />2 V-4"
<br />20'-U'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />877
<br />877
<br />501
<br />966
<br />(2) No. 5
<br />22'-Y'
<br />20'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />850
<br />850
<br />471
<br />923
<br />(2) No. 5
<br />(2) 7116 strand +
<br />24'-U'
<br />27-9'
<br />PRESTRESSED
<br />1
<br />(2) No. 3
<br />(2) No. 5
<br />1 740
<br />740
<br />393
<br />772
<br />1
<br />a
<br />DETAIL v1" DETAIL "N"
<br />TYPE DESIGNATION
<br />P-PLAINUNIEU -� rOUTANII�YOF#5BARAT
<br />S - SOLID LINTEL LOWIR INIFI C 'AVITY
<br />[8x16-P-1L/1Uj
<br />NDMINAI WIDTHJ L QUANTITY .1 11 BAR
<br />NOMINAI HFK;H I j UPPER LINTEL CAVITY
<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 i CAD
<br />SOLID
<br />#5 (1) U (0) L
<br />SOLID
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (2) U (1) L
<br />1.) L
<br />DErAIL'DFr
<br />DETAILDS
<br />DETAIL'DH'&'DJ'
<br />DETAIL'DK'
<br />3'-8"
<br />74"
<br />7-01,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5713
<br />10000
<br />1 00w
<br />10000
<br />4'-0"
<br />7-9,
<br />74"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4511
<br />10000
<br />9686
<br />10000
<br />*-7-
<br />7- 1 Or'
<br />7-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4032
<br />10000
<br />8687
<br />9503
<br />4'4"
<br />3'-U'
<br />7-8"
<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
<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 />6-9'
<br />54"
<br />5-a'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2976
<br />2976
<br />2676
<br />273/
<br />T-8"
<br />64"
<br />6-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2292
<br />2292
<br />1918
<br />2121
<br />9'-&'
<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 />DETAIL "DH"
<br />DETAIL "DY
<br />DETAIL "DK"
<br />TYPE DESIGNATION
<br />P:PLAINLLINIC�L/ -1 FUANTrFYOF#5BARAT
<br />S SOLD INT ,)WFW UNIT[ CAVITY
<br />f8x16-P-1L/1U]
<br />NCIMINALWIDTHJ L QUANTITY OF 11 BAR 11
<br />NOMINAL HEICHT] UPPER LINTEL CAV 'Y I
<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: FM 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 />11 11
<br />3000 PSI GROUT
<br />`FI�LD)
<br />TOP LEG BARS:
<br />(PLACED IN
<br />(SEE SCHEDULE)
<br />2 2"
<br />-r
<br />(1) #5 CONTINUOUS REQ-D,
<br />PER STRUCTURAL PLAN
<br />OD
<br />713Z' STIRRUPS AT 4'-Or' cc
<br />00
<br />Ln
<br />(TIED OR WELDED)
<br />Irl Ln
<br />BOTTOM BARS
<br />= ,
<br />r4
<br />SEE SCHEDULE
<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
<br />(PLACED IN FIELI7
<br />2" 2"
<br />CID
<br />CID
<br />rn
<br />r4
<br />7 5/8"
<br />TOP LEG BARS:
<br />(SEE SCHEDULE)
<br />- (1) #5 CONTINUOUS REQ-D
<br />PER STRUCTURAL PLAN
<br />7/37'STIRRUPS AT 4'-Y'cc
<br />(TIED OR WELDED)
<br />BOTTOM BARS
<br />SEE SCHEDULE
<br />titAKLNU Ur 0 kWI I N A M11MIMUM At-I,.tF I ABLE OtAKING OF 4 NOTES:
<br />PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5'
<br />R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4"
<br />SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615
<br />4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE
<br />LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION
<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 PRECAST CONCRETE
<br />BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED
<br />UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT.
<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 />I INTEL
<br />CLEAR
<br />LIN] EL 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)#51- jl)#5U
<br />(0)#5L (])#5U
<br />(1) #5L (2) #5U
<br />DEIAIL'O'
<br />DETAIL'P'
<br />(1)#4L (])#5U
<br />DE]AIL'Q'
<br />DETAIL'O'&'P'
<br />21-101,
<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 />2-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-U'
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />12) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-6"
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />12) 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 />1 ODOO
<br />5-4"
<br />4'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7681
<br />10000
<br />10000
<br />10000
<br />51-101,
<br />4'-6'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6251
<br />10000
<br />8615
<br />10000
<br />6-4-
<br />5141
<br />PRECAST
<br />(2) D4.5 WIRE
<br />12) No. 4
<br />8629
<br />10000
<br />6741
<br />10000
<br />7-6'
<br />6'-Z'
<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'-w
<br />6-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />5430
<br />5524
<br />4236
<br />5756
<br />8'-4"
<br />7'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4961
<br />4979
<br />3869
<br />5178
<br />9'-4"
<br />BAY
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3865
<br />3838
<br />3010
<br />3973
<br />10'-6"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2984
<br />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 />1 2699
<br />1959
<br />2699
<br />17-0"
<br />101-81,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2436
<br />2436
<br />1727
<br />2436
<br />17-6"
<br />1 F-2"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2269
<br />2269
<br />1577
<br />2269
<br />13'-4"
<br />17-0"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2034
<br />2034
<br />1366
<br />2034 1
<br />14'-0"
<br />17-9'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1878
<br />1878
<br />1225
<br />1878
<br />14'-8"
<br />13'-4�'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />2413
<br />2413
<br />1338
<br />1974
<br />(2) No. 4
<br />15-4"
<br />14'-U'
<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 />161?8
<br />944
<br />1546
<br />(2) No. 4
<br />19-4--
<br />181-91
<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 />181-91
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1254
<br />1254
<br />702
<br />1271
<br />(2) No. 5
<br />2 V-4"
<br />20'-U'
<br />1
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1092
<br />1092
<br />614
<br />1167
<br />(2) No. 5
<br />1
<br />22'4'
<br />20'-9'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1023
<br />1023
<br />576
<br />1121
<br />1
<br />(2) No. 5
<br />(2) 7/16 strand +
<br />24'-9'
<br />27-6'
<br />PRESTRESSED
<br />(2) No. 3
<br />1 (2) No. 5
<br />898
<br />1
<br />898
<br />1
<br />481
<br />1
<br />947
<br />1 -
<br />AIL "0"
<br />DE7TML "P"
<br />TYPE DESIGNATION
<br />I, -PLAIN LINTEL/ QUANTITY OF 0.5 BAR AT
<br />S - SOIK)IINIFL -] FlOWERUNHI-1,111111
<br />[8x16-P-1L/1Uj
<br />NOMINALW101IJ j LUANIFIYOF#58ARAT
<br />NOMINAI HF ;HI UF`PFR LINTEL CAVITY I
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x20" RECESS DOOR HEADER
<br />TAL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTEL TYPE
<br />UNIEL STEEL TOP
<br />WIRE/ BAR
<br />LINIEL 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 (1) U IT I L
<br />SOLID
<br />05 (2) U (1) L
<br />DETAII 'DI
<br />DETAIL'DM'
<br />DE-rAIL'DL'&'DM'
<br />DETAIL'DN'
<br />X-8"
<br />7-4"
<br />7-0"
<br />PRFCAST
<br />(2) 04.5 WIRE
<br />(2) No. 3
<br />7665
<br />7 DOOO
<br />10000
<br />10000
<br />4'-a'
<br />2'-8"
<br />2'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6054
<br />1 DOOO
<br />8442
<br />1 0000
<br />4'-7'
<br />2'- 101'
<br />2-1"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5413
<br />10000
<br />7552
<br />10000
<br />4'-,V
<br />3'-G'
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4897
<br />10000
<br />6836
<br />1 :
<br />0000
<br />4'-6'
<br />34"
<br />3-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4017
<br />10"
<br />5613
<br />10000
<br />5-9'
<br />4-4"
<br />4-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />f2) No. 3
<br />2448
<br />7050
<br />3434
<br />6540
<br />64'
<br />5-4"
<br />5-10"
<br />0
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4569
<br />4569
<br />2,302
<br />4235
<br />7-9'
<br />6'-4**
<br />6-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />33,38
<br />3338
<br />1640
<br />3122
<br />91-91
<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 />(D CD
<br />jP
<br />UNIT'2382'- 1ST FLOOR PLAN_
<br />1/811 = 1 1-011
<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 />PLAdN
<br />SOLID
<br />#5 (1) U (0) L
<br />SOLID
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DA'
<br />DETAIL'DB'
<br />DETAIL'DC'
<br />DErAIL'DB'&'DC'
<br />DETAIL'DD'
<br />3--6-
<br />74"
<br />2-U*
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1919
<br />2143
<br />2143
<br />1753
<br />1753
<br />4'-G'
<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'-7'
<br />2'- 10"
<br />2'-G'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1473
<br />1668
<br />1668
<br />1376
<br />1376
<br />4'-W'
<br />3--0"
<br />2--9-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1367
<br />1553
<br />1553
<br />1284
<br />1284
<br />4'-9'
<br />3'-N'
<br />I 3-U*
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1 1194
<br />1363
<br />1363
<br />1131
<br />1131
<br />5-9'
<br />4'-W'
<br />4'4'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />864
<br />995
<br />9 5
<br />1
<br />831
<br />6-F
<br />5-41�'
<br />514,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />662
<br />816
<br />816
<br />650
<br />654
<br />74'
<br />6-4"
<br />61-0"
<br />PRECAST
<br />(2) 04.5 WIRE
<br />(2) No. 4
<br />542
<br />669
<br />669
<br />462
<br />537
<br />9'-&'
<br />8'-4"
<br />8'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />396
<br />1 489
<br />j 489
<br />261
<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 SA
<br />SOLID
<br />#5 (1) U (0) L
<br />SOLID
<br />#5 (1) U (I I L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 (1) U 0 1 L
<br />SOLID
<br />#5 (2) U (I I L
<br />DETAIL'DO'
<br />DETAIL'DP'
<br />DETAIL'DU &'DP'
<br />DETAIL'DQ'
<br />3*-B"
<br />214.
<br />7-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9620
<br />10000
<br />10000
<br />10000
<br />4'-U'
<br />7-8"'
<br />2-1"
<br />PRECAS
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7599
<br />10000
<br />10000
<br />1 ODDO
<br />4'-Z"
<br />2'- J19
<br />7-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />12) No. 3
<br />6796
<br />10000
<br />9505
<br />1 OODO
<br />4'-4'
<br />3'-0-
<br />7-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No-3
<br />6149
<br />10000
<br />8604
<br />1 OODO
<br />4'-8"
<br />3-4"
<br />S-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5044
<br />10000
<br />7066
<br />10000
<br />51-9.
<br />4'-4"
<br />4'-U'
<br />PRECASI
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3077
<br />10000
<br />4325
<br />10000
<br />6-6'
<br />54'
<br />164"
<br />5-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3765
<br />7387
<br />2901
<br />6831
<br />7'-6'
<br />6-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2693
<br />4979
<br />2069
<br />4671
<br />9'-9'
<br />8'4"
<br />a,-011
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1552
<br />2996
<br />1183
<br />2&44
<br />TYPE DESIGNATION
<br />P-
<br />-4;`
<br />[8xl6-P-lL/lU1
<br />N*IML I aWFM W #5 IIIAR AT
<br />on]]
<br />e ;cw
<br />OWL Ww WM L"R rAVnMy
<br />DETAIL "DI
<br />IN
<br />,TYPE DESIGNATION
<br />P :
<br />3 =81W WLAVIA11"T
<br />[8xl6-P-lL/lU1
<br />4"w vMlij
<br />Maw Koff
<br />A ul C
<br />, 2 6 ZU11
<br />TYPE DESIGNATION
<br />P- PLAIN IINIII/ QUANTITY OF #5 BAR AT
<br />S-SOU0 UNII-1 -i
<br />[8x10-P-1L/1U]
<br />NOMINALWIDIIIJ L Q1ANIIIY 01 11 BAR A
<br />NOMINAI HIK;HI LIPPER LINTEL CAVITY
<br />SAFE WORKING LATERAL LOADS (PLF)
<br />8" X 8" LINTELS
<br />Total
<br />Length
<br />Type
<br />8"xg,
<br />PLAIN
<br />91X91
<br />SOLID
<br />2'- 19'
<br />Precast
<br />2082
<br />9235
<br />X-C
<br />Precast
<br />1325
<br />4624
<br />4'-U'
<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 />6- 10`1
<br />Precast
<br />583
<br />1624
<br />6'-N'
<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 />Precast
<br />363
<br />1037
<br />8'-4"
<br />Precast
<br />318
<br />981
<br />9'-4"
<br />Precast
<br />222
<br />772
<br />101-S,
<br />Precast
<br />156
<br />600
<br />-
<br />recas
<br />17-9'
<br />Precast
<br />111
<br />593
<br />174'
<br />Precast
<br />98
<br />544
<br />13-4-
<br />Precast
<br />82
<br />475
<br />14'-U*
<br />Precast
<br />71
<br />429
<br />14-9'
<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 />201-�U'
<br />Prestressed
<br />N.R.
<br />167
<br />2 Y-4"
<br />res resse
<br />N.R.
<br />138
<br />27-0--
<br />Prestressed
<br />N.R.
<br />127
<br />24'-0"
<br />Prestressed
<br />N R
<br />TOO
<br />N.R. = Not Recommended
<br />Virtua;
<br />ap�,ccpved
<br />Plans Re-v E;-N
<br />for coml?iiance With tr,t! 2020 FBI' ,
<br />Edition by Debra ,nne Klahr PX2300
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<br />STRUCTURAL
<br />DETAILS A
<br />
|