|
REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" x 8" LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />UNFILLED
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE/ BAR
<br />BOTTOM BAR
<br />GRAVITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#5L fl)#SU
<br />(1)05L (1)#SU
<br />(0)#5L )#5U
<br />(11*51- (21#5U
<br />DETAIL'A'
<br />DETAIL'B'
<br />DETAIL'C'
<br />(1) #51- 1 #5U
<br />DETAIL'D'
<br />DETAIL'B'&'C'
<br />1-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6740
<br />9462
<br />9462
<br />10000
<br />10000
<br />-2'-10"
<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'-U?
<br />21-61
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2038
<br />3722
<br />3722
<br />3598
<br />3598
<br />4'-6"
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1566
<br />2859
<br />2859
<br />2772
<br />2772
<br />4'-8"
<br />3-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1453
<br />2654
<br />2654
<br />2574
<br />2574
<br />54'
<br />4--9-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1127
<br />2013
<br />2013
<br />2000
<br />2000
<br />51�1011
<br />4-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />964
<br />1636
<br />1636
<br />1712
<br />1712
<br />64"
<br />5-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />796
<br />1454
<br />1454
<br />1435
<br />1435
<br />7-6"
<br />6'-Z'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />639
<br />1167
<br />1167
<br />1152
<br />1152
<br />7-8"
<br />6-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />619
<br />1130
<br />1130
<br />1115
<br />1115
<br />81-011
<br />61-8ol
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No� 4
<br />.581
<br />1062
<br />1062
<br />1048
<br />1048
<br />8'-4"
<br />7'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />548
<br />1001
<br />Too]
<br />979
<br />988
<br />7-41"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 N 0 4
<br />(2) No. 4
<br />467
<br />853
<br />853
<br />759
<br />843
<br />101-61
<br />9'-2"--
<br />PRECAST
<br />(2) D4.5 WIRE
<br />4
<br />2 No. 4
<br />2 N 0
<br />398
<br />727
<br />727
<br />582
<br />-----7-18-
<br />1 V-4"
<br />101-01,
<br />PRECAST
<br />(2) No. 3
<br />2 No. 5
<br />2 N Q 5
<br />355
<br />649
<br />649
<br />489
<br />649
<br />12'-U'
<br />101-81,
<br />PRECAST
<br />(2) No. 3
<br />2 N 5
<br />329
<br />602
<br />602
<br />430
<br />602
<br />12'-6'
<br />1 V-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 />17-0"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />9strand
<br />287
<br />525
<br />525
<br />337
<br />525
<br />14'-U'
<br />12'-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />270
<br />449
<br />449
<br />286
<br />451
<br />14'-8"
<br />13'-4"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />N.R.
<br />522
<br />522
<br />360
<br />499
<br />(2) No. 4
<br />15-41"
<br />14'--U'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2)7/1 6 +
<br />N.R.
<br />473
<br />473
<br />328
<br />455
<br />1
<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'-g*
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />N.R.
<br />277
<br />277
<br />202
<br />281
<br />(2) No, 5
<br />20'-0"
<br />18'-g'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />256
<br />256
<br />188
<br />262
<br />(2) No. 5
<br />N.R.
<br />21'-4"
<br />20'-U'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />219
<br />219
<br />165
<br />229
<br />(2) No. 5
<br />N.R.
<br />22'-0"
<br />20'-9'
<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'-C'
<br />1-
<br />27-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) No. 5
<br />N.R.
<br />164
<br />I
<br />164
<br />124
<br />I
<br />179
<br />N.R.- NOT RECOMMENDED
<br />.1d
<br />DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D"
<br />TYPE DESIGNATION
<br />P PLAIN LINI -1 QUANTI Y Of N.5 BAR AT
<br />,:SOLILILINTLL r 1-'Al/IIY
<br />[8x 1 6-P- I L/ 1 U]
<br />NOMINAI WII)THJ LOIIANIIIY (11 11111 A
<br />NOMIN At HFIGH I J 0PPI,R LINILL (,�VIIY
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" X 16" COMPOSITE LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE/ BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#5L (])#SU
<br />(0)#5L (1)#5U
<br />(1)#5L (])#5U
<br />(])#5L (])#5U
<br />(Ij#5L(2)#5U
<br />DFTAIL'H'
<br />DETAIUY
<br />DETAIL'H'&'J'
<br />EI
<br />�P-19'
<br />1-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />2'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />-X-6"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9550
<br />10000
<br />10000
<br />10000
<br />-4'-V'
<br />4-4-
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7207
<br />10000
<br />9863
<br />10000
<br />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 />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4843
<br />668/
<br />6635
<br />7320
<br />-5'4"
<br />5- 1011
<br />4'-6'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3940
<br />5211
<br />1 5402
<br />5641
<br />6-6"
<br />5-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4350
<br />4350
<br />4225
<br />4314
<br />7-6"
<br />-6-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3206
<br />3206
<br />3063
<br />3183
<br />7-4-
<br />6-41"
<br />PRECAST
<br />(2) D4.5 W RE
<br />(2) No. 4
<br />3071
<br />30/1
<br />2916
<br />3049
<br />8'-0"
<br />6-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2831
<br />2831
<br />2651
<br />2811
<br />8'-4"
<br />7'-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2625
<br />2625
<br />2421
<br />2607
<br />9'-4"
<br />81-91
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2153
<br />2153
<br />1881
<br />2139
<br />10'-6"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1777
<br />1777
<br />1448
<br />1766
<br />11 -4"
<br />101-01,
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1568
<br />1568
<br />1222
<br />1568
<br />12'-U'
<br />10'-8"
<br />PRECAST
<br />(2) No. 3
<br />(21 No. 5
<br />1439
<br />1439
<br />1075
<br />1439
<br />12'-6'
<br />1 V-2-'
<br />PRECAST
<br />(2) No� 3
<br />(2) No. 5
<br />1354
<br />1354
<br />981
<br />1354
<br />1 314P
<br />12'-0"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1232
<br />1232
<br />849
<br />1232 1
<br />14'-9'
<br />17-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1149
<br />1149
<br />760
<br />1149
<br />14'-8"
<br />13'-4"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1419
<br />1419
<br />850
<br />1347
<br />(2) No. 4
<br />15141
<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 />(2) 7/16 strand +
<br />17'4'
<br />16-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />993
<br />993
<br />600
<br />1084
<br />(2) No. 4
<br />191-A!,
<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'-9'
<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 F-4"
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />834
<br />834
<br />390
<br />763
<br />(2) No. 5
<br />22'4'
<br />20'-g'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />720
<br />720
<br />366
<br />716
<br />(2) No. 5
<br />(2) 7/16 strand +
<br />24*-U'
<br />22'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />1 (2) No. 5 1
<br />642
<br />642
<br />1
<br />306
<br />1
<br />599
<br />1%
<br />DETAIL "H"
<br />DETAIL "J"
<br />DETAIL "K"
<br />TYPE DESIGNATION
<br />P - PLAIN UNILL/ QUANTITY OF #5 BAR AT
<br />S - SOLID LINTEL 1--LI LINILL CAVIFY
<br />[8x16-P-IL/1U]
<br />NOMINAI WIDTHJ j LQU,NT11 101111 BAR AT
<br />NOMINAL HEIGHT UPPER LINTEL CAVITY I
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"xl 2" RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />WIRE/ BAR
<br />LINTEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFF LOAD
<br />PLAIN
<br />SOLID
<br />#5 (1) U (0) L
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 111 U I I I L
<br />SOLID
<br />#5 (2) U (1) L
<br />DFTAIL'DE'
<br />DE1AIL'DF
<br />DETAIL'DE'&'DF'
<br />DETAIL'DC'
<br />7-4"
<br />7-al
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1 3764
<br />6455
<br />5637
<br />5637
<br />N-17'
<br />2'-ff'
<br />2'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2970
<br />4965
<br />4401
<br />4401
<br />4'-2'
<br />2'- 1 (Y'
<br />2-61
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2654
<br />4449
<br />3965
<br />3965 1
<br />4-4-
<br />31-01
<br />2'-81,
<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 />N-a'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1193
<br />2290
<br />2D85
<br />6-8"
<br />5-4'
<br />5-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1764
<br />1763
<br />1578
<br />T-8"
<br />64"
<br />6-C'
<br />PRECA T
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1409
<br />1409
<br />1188
<br />91-81,
<br />8-4'
<br />87
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1 1000
<br />1 1000
<br />686
<br />TYPE DESIGNATION
<br />P PL,INLINILL/ QUANIRYOF415BARAT
<br />S:SOUDLINTLL -1 r1---lINT1I1-A'11Y
<br />[8xl 6-P-1 L/I U]
<br />NOMINAI WIF)THJ L 111ANTITrY 101115 BAR AT
<br />NOMINAI HFIGHT NPPFR I INTFI CAVITY I
<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 />LIN ILL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPI IFT
<br />LENGTH
<br />SPAN
<br />WIRE/ BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#5L (])#5(J
<br />(0)#5L (1)#5U
<br />(1) #51- (1) #5U
<br />(1) #51. (2) #5U
<br />(1) #51- (1) #5U
<br />DETAIL'E'
<br />DETAIL
<br />DETAIL'E'&'F'
<br />DFTAIi 'G'
<br />2'- 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 />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--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) 04,5 WIRE
<br />(2) No. 3
<br />3428
<br />3727
<br />4091
<br />4091
<br />5'- 19'
<br />4-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2787
<br />1 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 />(21 D4.5 WIRE
<br />(2) No. 4
<br />1992
<br />1992
<br />2112
<br />2112
<br />7l-811
<br />6-4'
<br />PRECAST
<br />[2) D4.5 WIRE
<br />(2) No. 4
<br />1921
<br />1921
<br />2035
<br />2035
<br />81-01,
<br />6'-8"
<br />PRECAST
<br />[2) D4.5 WIRE
<br />(2) No. 4
<br />1792
<br />1792
<br />1862
<br />1897
<br />8�4-
<br />7'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1679
<br />1679
<br />1699
<br />1776
<br />9'-4"
<br />8'-0"
<br />PRECAST
<br />12) D4.5 WIRE
<br />(2) No. 4
<br />1411
<br />1411
<br />1319
<br />1489
<br />)0 _61
<br />9'-2"
<br />PRECAST
<br />12) D4.5 WIRE
<br />(2) No. 4
<br />1186
<br />1 1186
<br />1014
<br />1251
<br />11-4-
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1074
<br />1074
<br />854
<br />1121
<br />121-91
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />992
<br />992
<br />751
<br />1035
<br />12'4'
<br />1 V-2"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />937
<br />937
<br />685
<br />978
<br />13'-4"
<br />12'-U'
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />859
<br />859
<br />591
<br />896
<br />1444'
<br />l2'-8`1
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />804
<br />804
<br />529
<br />838
<br />14-4-
<br />IX-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'-U'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />1095
<br />1095
<br />551
<br />887
<br />(2) No. 4
<br />17'-4"
<br />16*-U'
<br />1
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />836
<br />836
<br />426
<br />763
<br />M 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. 5
<br />20'4'
<br />18'-8"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7116 strand +
<br />607
<br />607
<br />3 17
<br />601
<br />(2) No. 5
<br />2 1'-4"
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />524
<br />524
<br />277
<br />526
<br />(2) No. 5
<br />22.41
<br />20-4-
<br />PRESTRESSED
<br />(2) No.3
<br />12) 7/16 strand +
<br />488
<br />488
<br />260
<br />493
<br />(2) No. 5
<br />(2) 7/16 strand +
<br />I
<br />24'-9'
<br />22'-8"
<br />1
<br />PRESTRESSED
<br />1
<br />(2) No.3
<br />") No. 5 _1
<br />399
<br />399
<br />I I
<br />21/
<br />412
<br />I
<br />:-X
<br />"d
<br />DETAIL "E" DETAIL"If" DETAIL "G"
<br />TYPE DESIGNATION
<br />P - PI AIN LINTEL/ QUA NTFFY OF #5 BAR AT
<br />S - SOLID I INTEL I .-FIR LINTIF -I-
<br />[8xI6-P-1L/1Uj
<br />NOMINALWIDIIIJ j LQLJPAFNTffYOF#5BARAT
<br />NOMINAL HU(3111 Up R LINTFL CAVITY I
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" X 20" COMPOSITE LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEI STEEL TOP
<br />LINTEL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFr
<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- (1)#5U
<br />(0) #51- (1) #5U
<br />(1)#5L (2)#5U
<br />DFTAII T'
<br />DFTAII 'M'
<br />(1)#5L (I)#5U
<br />DETAIL'N'
<br />DETAlL'L'&'M'
<br />2'- 10"
<br />F-6-
<br />PRECAST
<br />12) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />314l
<br />7-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-U'
<br />7-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-6'
<br />X-2"
<br />PRECAST
<br />(2) 64.5 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 />54'
<br />4'-G'
<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 />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 />/4'
<br />6'-Z'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4693
<br />4693
<br />3976
<br />4661
<br />7�4-
<br />6-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4456
<br />4456
<br />3785
<br />4427
<br />8'-0"
<br />6'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4047
<br />4047
<br />3443
<br />4021
<br />8'-4"
<br />71-01,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3706
<br />3706
<br />3144
<br />3683
<br />9'-4"
<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 />11'-4"
<br />101-91
<br />PRECAST
<br />(2) No. 3
<br />12) No. 5
<br />2082
<br />2082
<br />1590
<br />2082
<br />121-054
<br />10'-8"
<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 />(2) No. 5
<br />1775
<br />1775
<br />1279
<br />1775
<br />13'-4"
<br />17-0--
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1605
<br />1605
<br />1107
<br />1605
<br />12�41
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1490
<br />1490
<br />992
<br />1490
<br />IN-8"
<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'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 711 Tstrand +
<br />1774
<br />1774
<br />996
<br />1494
<br />(2) No. 4
<br />17'-N'
<br />16-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1368
<br />1368
<br />771
<br />1264
<br />(2) No. 4
<br />19'-4"
<br />181-01,
<br />PRESTRESSED
<br />(2) No.3
<br />(2) 7/16 strand +
<br />1084
<br />1084
<br />615
<br />1095
<br />(2) No. 5
<br />20'-9'
<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 />201-01,
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />877
<br />877
<br />501
<br />966
<br />(2) No. 5
<br />27-0"
<br />20'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 1/ 16 strand +
<br />850
<br />850
<br />471
<br />923
<br />(2) No. 5
<br />1
<br />(2) 7116 strand +
<br />1 24'-0"
<br />1
<br />27-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />1
<br />(2) No. 5
<br />/40
<br />740
<br />'9�1
<br />1
<br />772
<br />1
<br />DETAIL "L" DETAIL "M" DETAIL "N"
<br />TYPE DESIGNATION
<br />P- MAIN I INTFI/ QUANTITY OF #5 BAR AT
<br />S SOLID I INTFI I .-FR TINT. CAVITY
<br />[8xl 6-P-1 L/I U]
<br />NOMINAL W10IIIJ j LANT11OF111LARAT
<br />NOMINAL IILIGFr UPPER LINTLL AVFY
<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# 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 REI NFORCEMENT-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-WRE, STRESS RELIEVED 270 ksi
<br />2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
<br />2.5 CONCRETING OPERATIONS SHALL COMPLY VATH ACI STANDARDS.
<br />2.6 D4.5 WIRE PER ASTM A496.
<br />3.) MASONRY:
<br />3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
<br />SPECIFICATION OF THE NATIONAL CONCRETE MASONRY
<br />ASSOCIATION AND ACI 530-08.
<br />3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.
<br />3.3 MORTAR SHALL BE TYPE S.
<br />3000 PSI GROUT
<br />(PLACED IN FIEL �7
<br />Z,
<br />Lo
<br />7 5/8"
<br />TOP LEG BARS:
<br />(SEE SCHEDULE)
<br />(1) #5 CONTINUOUS REQ-D
<br />PER STRUCTURAL PLAN
<br />7/32" STIRRUPS AT 4'-a'cc
<br />(TIED OR WELDED)
<br />BOTTOM BARS
<br />SEE SCHEDULE
<br />NOTES:
<br />1. MINIMUM COVERAGE OF STEEL - 1.5"
<br />2. MIN. BEARING REQUIRED AT EA. END - 4"
<br />3. STANDARD FOR REINF. STEEL - ASTM A615
<br />TYPICAL RECESS LINTEL SECTION.
<br />PRECAST CONCRETE
<br />4.)STRUCTURAL:
<br />4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A
<br />BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4"
<br />PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION
<br />R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING)
<br />SECTION 2104.1.5
<br />4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE
<br />LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND
<br />SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT
<br />4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST
<br />BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED
<br />UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT.
<br />3000 PSI GROUT
<br />(PLACED IN FIELD77
<br />2" 2"
<br />U)
<br />75/8"
<br />TOP LEG BARS:
<br />(SEE SCHEDULE)
<br />- (1) #5 CONTINUOUS REQ-D.
<br />PER STRUCTURAL PLAN
<br />7/32" STIRRUPS AT 4'-0" cc
<br />(TIED OR WELDED)
<br />BOTTOM BARS
<br />SEE SCHEDULE
<br />NOTES:
<br />1. MINIMUM COVERAGE OF STEEL - 1.5"
<br />2 * M N. BEARING REQUIRED AT EA. END - 4'
<br />3. STANDARD FOR REINF. STEEL - ASTM A615
<br />TYPICAL LINTEL SECTION.
<br />PRECAST CONCRETE
<br />CHARTS FROM QUALITY PRECAST COMPANY.
<br />COMMERCIAL CONCRETE PRODUCTS, INC.
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" X 24" COMPOSITE LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />LINTEL STEEL
<br />GRAVITY
<br />GRAVITY
<br />UPLIFT
<br />UPLIFT
<br />I ENGTH
<br />SPAN
<br />WIRE/ BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#5L (1)#5U
<br />(1) #51- (1) #5U
<br />(0)#5L (1)#SU
<br />(1) #51- (2) #5U
<br />DEIAIL'O'
<br />DETAII 'P'
<br />1]) #41- (1) #5U
<br />DETAIL'Q'
<br />DETAIL'O'&'P'
<br />2'- 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 />2-4-
<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!41
<br />3` 2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />12) No.3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4-4-
<br />3'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />10000
<br />10000
<br />10000
<br />10000
<br />6-4"
<br />4-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7681
<br />10000
<br />10000
<br />10000
<br />5- 19'
<br />4-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />6251
<br />10000
<br />8615
<br />10000
<br />6-6"
<br />5'-2"
<br />PRE -CAST
<br />(2) D4.5 WIRE
<br />(2) No.4
<br />8629
<br />10000
<br />6741
<br />10000
<br />7-6'
<br />6-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />6266
<br />6603
<br />48V 1
<br />6909
<br />/.-811
<br />6-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />5967
<br />6199
<br />4657
<br />6477
<br />81-01,
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />5430
<br />5524
<br />4236
<br />5756
<br />8-4"
<br />PRECASI
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4961
<br />4979
<br />3869
<br />5178
<br />9'-4"
<br />W-91
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />3865
<br />3838
<br />3010
<br />3973
<br />10'-6"
<br />9,41
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2984
<br />3021
<br />2320
<br />3118
<br />I I �4i
<br />loi-o"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2699
<br />2699
<br />1959
<br />2699
<br />12'-U'
<br />10'-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2436
<br />2436
<br />1727
<br />2436
<br />12'-6"
<br />11'-2"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2269
<br />2269
<br />1577
<br />2269
<br />13-4-
<br />12'-0"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />2034
<br />2034
<br />1366
<br />2034
<br />14'-0"
<br />121-8"
<br />PRECAST
<br />(2) No. 3
<br />(2) No. 5
<br />1878
<br />1878
<br />1225
<br />1878
<br />14'-811
<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'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />2199
<br />2199
<br />1219
<br />1846
<br />(2) No. 4
<br />17'-4"
<br />16-1)"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1698
<br />1698
<br />944
<br />1546
<br />(2) No. 4
<br />191-1c,
<br />18-4'
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/16 strand +
<br />1348
<br />1348
<br />753
<br />1330
<br />(2) No. 5
<br />201-01,
<br />18'-6.
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1254
<br />1254
<br />702
<br />1271
<br />(2) No. 5
<br />1
<br />2 I'-N'
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) //16 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) 7116 strand +
<br />1023
<br />1023
<br />576
<br />1121
<br />(2) No. 5
<br />(2) 7116 strand +
<br />24'-U'
<br />1
<br />27-8"
<br />1
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) No. 5
<br />898
<br />898
<br />481
<br />947
<br />TYPE DESIGNATION
<br />vg.
<br />P - PIAIN�INTFI/ QUANTITY OF #5 BAR AT
<br />S SOLID INTFI I.-IR 11.111 A'11y
<br />[8x16-P-1L/1Uj
<br />.fr.
<br />NOMINAL WIDIIJ LOUANTITYol-45BARAT
<br />NOMINAL HFK,Hl UPPER LINTEL CAVITI
<br />DETAIL"O" DETAIL"P"
<br />DETAIL"Q"
<br />CHARTS FROM QUALITY PRECAST COMPANY.
<br />COMMERCIAL CONCRETE PRODUCTS, INC.
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"16" RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTEL TYPE
<br />LINTEL STEEL TOP
<br />WIRE/ BAR
<br />LINTEL STEEL
<br />BOTTOM BAR
<br />GRAVITY SAFE LOAD
<br />UPLIFT SAFE LOAD
<br />SOLID
<br />#5 (1) U (0) L
<br />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 />ETAI
<br />D L'DH'
<br />DETAIL �DY
<br />DETAIL'DH'&'DJ'
<br />DETAIL'DK'
<br />3'-&'
<br />2-4"
<br />2'-G'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5713
<br />10000
<br />10000
<br />10000
<br />4'-C('
<br />7-81,
<br />2�4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4511
<br />1 OODO
<br />9686
<br />10"
<br />4�-7'
<br />7-101
<br />7-6
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4032
<br />10000
<br />8687
<br />9SD3
<br />4--4"
<br />3'-a'
<br />2!-g'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1 3647
<br />9133
<br />7835
<br />8173
<br />4'-9'
<br />3-4"
<br />3'-Cr-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />2990
<br />1 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 />3a39
<br />3839
<br />6-8'
<br />E-1c,
<br />5-G'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />297A
<br />2976
<br />2676
<br />2737
<br />7-13"
<br />64"
<br />6'-G'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2292
<br />2292
<br />1918
<br />2121
<br />91-91
<br />8--C
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1 1563
<br />1 1563
<br />1113
<br />1455
<br />TYPE DESIGNATION
<br />P: Pi AIN � !NTFI / QUANTITY Of #5 BAR AT
<br />S SOIIF) NI r I GN IR I NT11 A'I-
<br />[8x16-P-1L/1IJj
<br />NOMINALWIDIIIJ j LQUANIL1IY0fff.5HAkAT
<br />NOMINAL HLIGNT U PPIR LIFELCAVIFY I
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"1 RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />LINTEL TYPE
<br />LINTFt STEEI TOP
<br />WIRF / BAR
<br />UNTEL STEEL
<br />BOIJOM 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 />1
<br />SOLID
<br />#5 (1) U (0) L
<br />#5 (1) U (1) L
<br />SOLID
<br />#5 (2) U (1) L
<br />-
<br />-7ETAICDL'
<br />DETAILDM'
<br />DETAIL'DL'&'DM'
<br />DETAILDN'
<br />3-9'
<br />74'
<br />2'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7665
<br />1 ODOO
<br />10000
<br />10000
<br />4'-a'
<br />2'-&'
<br />Z-4!'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6054
<br />1 ODOD
<br />8442
<br />10000
<br />4-7'
<br />21-101.
<br />2'-6'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5413
<br />1 ODOO
<br />7552
<br />10000
<br />4'-4"
<br />3-a'
<br />2'-X
<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-(Y'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />4017
<br />70000
<br />5613
<br />10000
<br />5-8"
<br />44-
<br />4'-U'
<br />PRECAST
<br />f2) D4.5 WIRE
<br />(2) No. 3
<br />2448
<br />7050
<br />3434
<br />6540
<br />6'-8"
<br />5'-4!'
<br />51-al
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />4569
<br />4569
<br />2302
<br />4235
<br />7-8"
<br />64"
<br />6-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3338
<br />3338
<br />1640
<br />3122
<br />91-81,
<br />81-41
<br />81-91
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />21,5pt
<br />2158
<br />936
<br />2036
<br />TYPE DESIGNATION
<br />P - -1 AIN I N ILL r UU]AI 1, 1 J 11, 1 �' AT
<br />in I INJI LL OF L OLL :-'VIII
<br />[8x16-P-1L/1U1
<br />,TV N �II�.IIJJ L A I
<br />I LA W
<br />NUF 1.1.1 1 IN I j
<br />D
<br />ON
<br />LIM
<br />.UNIT'1450'- 1ST FLOOR PLAN ELEV B-
<br />1/811 = 1 1-011
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x8" RECESS DOOR HEADER
<br />TOTAL
<br />IFNGTH
<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 (1) U (0) L
<br />#5 11) U (11 L
<br />SOLID
<br />#5 (2) U (1) L
<br />DETAIL'DA'
<br />DElAIL'DB'
<br />DETAIL'DC'
<br />DETAIL'DB'&'DC'
<br />DETAIL'DD'
<br />X-8"
<br />74"
<br />7-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1919
<br />2143
<br />2143
<br />1753
<br />1753
<br />4'-U'
<br />2'-9'
<br />7-41"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1557
<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 />3'-U'
<br />7-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1367
<br />1553
<br />1553
<br />1284
<br />1284
<br />4'-8"
<br />X-4"
<br />X-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 />4-4-
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />864
<br />995
<br />995
<br />831
<br />831
<br />6-8"
<br />54"
<br />6-0"
<br />PRECASi
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />662
<br />816
<br />816
<br />650
<br />654
<br />7'-8"
<br />6'-4"
<br />6-4-
<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 />1 396
<br />489
<br />1 489
<br />1 261
<br />393
<br />1 -.4
<br />L J.
<br />DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD"
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />Fx24" 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 />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 />DETAILDO'
<br />DETAIL'DP'
<br />DETAIL'DO'&'DP'
<br />DETAIL'DQ'
<br />3'-&'
<br />2-4"
<br />2'-U'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />9620
<br />10000
<br />10000
<br />10000
<br />4'-U'
<br />2'-U*
<br />7-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />7599
<br />10000
<br />10000
<br />10000
<br />4'-Z'
<br />2'- 1 (Y'
<br />2'-6'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6796
<br />10000
<br />95G5
<br />10000
<br />4'-4!'
<br />3-a'
<br />7-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1 6149
<br />10000
<br />8604
<br />10000
<br />4'-&'
<br />3'-4!'
<br />3'-G'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />5044
<br />10000
<br />7066
<br />10000
<br />51-61
<br />4'-4"
<br />4-G'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />3077
<br />10000
<br />4325
<br />10000
<br />6-9'
<br />5'-4'
<br />5-G'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3765
<br />7387
<br />2901
<br />6831
<br />71-81,
<br />64"
<br />6-C'
<br />PRE -CAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />2693
<br />4979
<br />2D69
<br />4671
<br />81-41
<br />8'-G'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1552
<br />2996
<br />1183
<br />2844
<br />TYPE DESIGNATION
<br />, ' -� r ��, NI I I f U, "
<br />�1, � Nll� 1, N I V - IN I I I rVI I Y
<br />[8x16-P-1L/1U1
<br />N J L.110141111 111 11 111� 11
<br />FRI I
<br />11,111, 1111�
<br />I . 11 F,j IIPPFkl i INTF,
<br />TYPE DESIGNATION
<br />P - PI AIN I INTFU -1 UUANIITY Of #5 BAN A)
<br />S-SOIIDIINTFI r LOWER -INfLL CAVITY
<br />[8x16-P-IL/1U]
<br />NOMINALWIDTHJ L u,,,,y ,, I,, BAR All
<br />Vfly
<br />NOMINAL HFLG-HT UPPER LINI
<br />OCT 18 2022
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and ap ved
<br />for compliance with the 2020 FBC 7th Editioi
<br />by Debra Anne Klahr PX2300
<br />SAFE WORKING LATERAL LOADS (PLF)
<br />8" X 8" LINTELS
<br />Total
<br />Length
<br />Type
<br />8"x8"
<br />P IN
<br />LA
<br />8"XIT,
<br />SOLID
<br />21�10't
<br />Precast
<br />2082
<br />d1325
<br />9235
<br />3'-6"
<br />Precast
<br />4624
<br />4'-0"
<br />Precast
<br />104 1
<br />3358
<br />4'-6"
<br />Precast
<br />858
<br />2635
<br />recas
<br />1
<br />2459
<br />54'
<br />Precast
<br />663
<br />1940
<br />5'- 1 Y'
<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 />7-8"
<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 />101-61
<br />Precast
<br />156
<br />600
<br />1 V-41"
<br />Precast
<br />132
<br />651
<br />12-4-
<br />Precast
<br />111
<br />593
<br />12-4-
<br />Precast
<br />98
<br />544
<br />13'-4!'
<br />Precast
<br />82
<br />475
<br />14-4-
<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 />1 9-4"
<br />Prestressed
<br />N.R.
<br />184
<br />3
<br />Pres resse
<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 />estressed
<br />N.R.
<br />100
<br />N.R. = Not Recommended
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<br />STRUCTURAL DETAILS
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