|
II I III L 11 1 I I i L_ __
<br />I I I I 11 I _ II I I I 1 I I I I I
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" x 8" LINTELS
<br />LINTEL
<br />CLEAR
<br />LINTEL TYPE
<br />LINTFI STFFI TOP
<br />LINTFI Slf ILL
<br />UNFILLED
<br />GRAVITY
<br />GRAVITY
<br />If 1L
<br />UPLIFT
<br />LENGTH
<br />SPAN
<br />WIRE / BAR
<br />BOTTOM BAR
<br />GRAVITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#5L (1)#5U
<br />(I)#5L (1)#5U
<br />(01#51L (11#5U
<br />(1)#51 (2)#5U
<br />DLIAIL'A'
<br />DETAIL'B'
<br />DFTAII 'C'
<br />O)#5L (I)#5U
<br />DLIAIL 'D'
<br />DETAIL'B' &'C'
<br />2'-10"
<br />I'-6"
<br />PRFCASI
<br />2 D4.5 WIRE
<br />2 No.3
<br />6740
<br />9462
<br />9462
<br />10000
<br />10000
<br />3'4'
<br />7-2"
<br />PRECASI
<br />(2) D4.5 WIRE
<br />2 No.3
<br />2912
<br />1 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 />3/22
<br />3727
<br />3598
<br />3598
<br />4'-6"
<br />3'4"
<br />PRFCASI
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />1566
<br />2859
<br />2859
<br />2772
<br />2772
<br />4'4"
<br />314"
<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'-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'-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 />5-2"
<br />PRECAST
<br />(2) 134.5 WIRE
<br />2 No. 4
<br />796
<br />1454
<br />1454
<br />1435
<br />1435
<br />7-6"
<br />6-2"
<br />PRFCASI
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />639
<br />1167
<br />1 I6/
<br />1152
<br />1152
<br />614"
<br />PRECAST
<br />(?) D4.5 WIRE
<br />2 No. 4
<br />619
<br />1130
<br />1130
<br />1115
<br />11 IS
<br />8110"
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />581
<br />1062
<br />1062
<br />1048
<br />1048
<br />8'-4"
<br />7'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />548
<br />1001
<br />1 1001
<br />979
<br />988
<br />9'-4"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />46/
<br />853
<br />853
<br />759
<br />843
<br />1014"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />7 No. 4
<br />398
<br />727
<br />727
<br />582
<br />718
<br />1 1'4'
<br />10,-0"
<br />PRECAST
<br />(2) No. 3
<br />2 No. S
<br />355
<br />649
<br />l,49
<br />489
<br />649
<br />12'-0"
<br />10'-8"
<br />PRECAST
<br />(2) No. 3
<br />2 No. 5
<br />329
<br />602
<br />602
<br />430
<br />602
<br />12'4"
<br />1 I'-2"
<br />PRECASI
<br />(2) No. 3
<br />2 No. 5
<br />312
<br />570
<br />5/0
<br />391
<br />570
<br />1344"
<br />12'-0"
<br />PRECAST
<br />(2) No. 3
<br />2 No. 5
<br />287
<br />525
<br />525
<br />33/
<br />525
<br />14'-0"
<br />12'-8"
<br />PRECAST
<br />(2) No. 3
<br />2 No..5
<br />270
<br />449
<br />449
<br />286
<br />451
<br />14'-8"
<br />13'-4"
<br />PRESTRFSSLD
<br />(2) No. 3
<br />(2) // 16 strand +
<br />N.R.
<br />522
<br />57'J
<br />360
<br />499
<br />2 No.
<br />15'4'
<br />14'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) I/ 16 strand +
<br />N.R.
<br />473
<br />473
<br />378
<br />455
<br />2 No.4
<br />17'-4"
<br />16-0"
<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 />271
<br />277
<br />202
<br />281
<br />2 No.
<br />20'-0"
<br />18'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />256
<br />256
<br />188
<br />767
<br />2 No.5
<br />N.R.
<br />21'-r
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />219
<br />219
<br />165
<br />229
<br />2 No. S
<br />N.R.
<br />?7-0"
<br />20'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />203
<br />203
<br />155
<br />215
<br />2 No.
<br />N.R.
<br />(2) 7116 strand +
<br />24'-0"
<br />22'-8"
<br />PRESTRESSED
<br />121 No.3
<br />(2) No. 5
<br />t N.R.
<br />164
<br />164
<br />124
<br />I/9
<br />N.R.- NOT RECOMMENDED
<br />DETAIL "A" DETAIL "B" DETAIL "C" DETAIL I'D"
<br />TYPE DESIGNATION
<br />P-PLAINLINIFI/ LOWLRBYar pS MAR Ai
<br />S-S()LIU LINII-I -1 I LOWER LINILL ,:n VIIY
<br />[8xl 6-P-1 L/ l IJ]
<br />11111IINAI WIDTH L,.IUANI RY 0r A5 BAR AI
<br />NOMINAL HLII0 IIPPFR 1INTEL CAVITY
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />SAFE WORKING LOADS (PLF)
<br />8" X 16" COMPOSITE LINTELS
<br />LINTEL
<br />CLEAR
<br />NNII L TYPE
<br />IN1 LL 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)11
<br />(0)#SL(I)#5U
<br />(I)#SL(1)#5U
<br />(1)#.51 (2)#SU
<br />(I)#5L (1)#5U
<br />DETAIL'H'
<br />DETAIL'J'
<br />DETAIL'H'&'J'
<br />DLIAIL'K'
<br />2'-10"
<br />1 1'-6"
<br />PRECAST
<br />2 D4.5 WIRL
<br />2 No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3'4"
<br />2'-9"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />414"
<br />2'4"
<br />PRECASI
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />9550
<br />10000
<br />10000
<br />10000
<br />4'4'
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />7207
<br />101
<br />9863
<br />10000
<br />414"
<br />3'4"
<br />['RECAST
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />6614
<br />101
<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' 6"
<br />PRECAST
<br />(2) D4.5 WIRL
<br />2 No. 3
<br />3940
<br />5211
<br />5409
<br />5641
<br />6-6"
<br />5-2"
<br />PRECAST
<br />(2) D4.5 WIRL
<br />2 No. 4
<br />4350
<br />4350
<br />4225
<br />4314
<br />7-6"
<br />6' 2"
<br />PRECAST
<br />12 1 D4.5 WIRL
<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 />7 No.4
<br />30/1
<br />3071
<br />2916
<br />3049
<br />8'-0"
<br />6-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />7 No. 4
<br />2831
<br />2831
<br />2651
<br />2811
<br />8'4"
<br />7'-0"
<br />PRFCASI
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />2625
<br />2625
<br />2421
<br />260/
<br />9' 4"
<br />&-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />2153
<br />2153
<br />1881
<br />2139
<br />1044"
<br />V 2"
<br />PRECAST
<br />(2) D4.5 WIRL
<br />2 No. 4
<br />177/
<br />177/
<br />1448
<br />1766
<br />1 V-4"
<br />HY-0"
<br />PRECAST
<br />(2) No. 3
<br />? No. 5
<br />1568
<br />1568
<br />1222
<br />1568
<br />17-0"
<br />10'-8"
<br />PRECAST
<br />(2) No. 3
<br />2 No. 5
<br />1439
<br />1439
<br />1075
<br />1439
<br />121611
<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 />12'-0"
<br />PRECAST
<br />(2) No. 3
<br />J No. 5
<br />1232
<br />1232
<br />849
<br />1232
<br />14'-0"
<br />17-8"
<br />PRFCASI
<br />(9) No. 3
<br />J No. 5
<br />1149
<br />1149
<br />/60
<br />1149
<br />(2) // 16 strand +
<br />14'-8"
<br />13' 4"
<br />PRESTRESSED
<br />(?) No. 3
<br />1419
<br />1419
<br />850
<br />1347
<br />2 No.4
<br />15'-4"
<br />14'-0"
<br />PRESTRESSED
<br />I2 I No. 3
<br />(2) 7116 strand +
<br />1291
<br />1291
<br />775
<br />1270
<br />2 No.4
<br />(2) 7116 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 />19'-4"
<br />18'-0"
<br />PRESTRFSSLD
<br />(2) No. 3
<br />(2) 7116 strand +
<br />1035
<br />1035
<br />478
<br />936
<br />2 No.
<br />(2) 7116 strand +
<br />20' 0"
<br />18'-8"
<br />PRESIRL SSLD
<br />(2) No. 3
<br />961
<br />961
<br />446
<br />872
<br />7 No. S
<br />2V-4"
<br />90'-0"
<br />PRESTRESSED
<br />(2)No. 3
<br />(2)7/16strand +
<br />834
<br />$34
<br />390
<br />763
<br />2 No.S
<br />(2) 7116 strand +
<br />22'-0"
<br />20' 8"
<br />PRESTRESSED
<br />(2) No. 3
<br />720
<br />720
<br />366
<br />716
<br />2 No.S
<br />(2) 7116 strand +
<br />24' 0"
<br />22' 8"
<br />PRLSIRESSED
<br />(2) No. 3
<br />647
<br />647
<br />306
<br />599
<br />■xh ■.r,� '1rYi
<br />DETAIL "H" DETAIL "J" DETAIL "K"
<br />TYPE DESIGNATION
<br />P-PIAIN LINTEL/ rUUANTRY 01 IISBAR A7
<br />S-SOIIDLINTLL -1 1 10W LR MILL,_AVIIY
<br />[8x1I6-P-1L/1I1J]
<br />NOMINALWII)IIIJ J `oIIANIITY-F45MIAI
<br />NOMINAL IIH(:HT III'I'W IINTFI CAVITY
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"xl2" RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CLFAR
<br />SPAN
<br />DOOR
<br />SIZE
<br />I INTEL IYPE
<br />LINTEL STEEL TOP
<br />WIRE / BAR
<br />LINTFI 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 />115#( I)) U( (11 L
<br />SOLID
<br /># 5 ) 2) U (I) I
<br />DETAII 'DE'
<br />DETAIL'DF'
<br />DFTAIL'DE' &'DT'
<br />DETAIL'DG'
<br />3-8"
<br />74"
<br />2'-a'
<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 WIRE
<br />(2) No. 3
<br />2970
<br />4965
<br />4401
<br />4401
<br />4'-7
<br />2'-10"
<br />2-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />2654
<br />4449
<br />3965
<br />3965
<br />4'-4"
<br />3'-0"
<br />7-8"
<br />PRFCASI
<br />(2) D4.5 WIRE
<br />12) No.3
<br />2400
<br />4030
<br />3607
<br />3607
<br />4'-8'
<br />3'-4"
<br />&-9'
<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 />7790
<br />2085
<br />2085
<br />6'-8"
<br />5-4"
<br />5'-U'
<br />PRECAST
<br />(2) D4.5 WIRF
<br />(2) No. 4
<br />1764
<br />1763
<br />S78
<br />1578
<br />7-8"
<br />6-4"
<br />6'-CT'
<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 />PRFCAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />1000
<br />1000
<br />6,96
<br />903
<br />r r •:
<br />DETAIL "DE" DETAIL "DF" DETAIL "DG"
<br />TYPE DESIGNATION
<br />P PIAIIJIINTH/ 011ANIIIY UI AS BJI-AV11)'
<br />S-SUIII)I INTFI -1 rIUWFk IINTFICAV
<br />[8x 16-P-1 L/ 1 U]
<br />N UMINA I. WIDILJ LUIIArI BY O
<br />N„MINAI HEICd II IIPPFR LINT I
<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 STFFI TOP
<br />LINILL STEEL
<br />GRAVIIY
<br />GRAVITY
<br />UPLIFT
<br />OPLIII
<br />ILNGTII
<br />SPAN
<br />WIRE/ BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#5L(I)#SU
<br />(0)#5L(1)#SET
<br />(I)#5LO)#5U
<br />(1)05L(2)#5U
<br />(1)#5L (1)05U
<br />ULIAIL'E'
<br />DFTAII 'P
<br />UETAIL'E' &'F'
<br />DLIAIL'G'
<br />2 10"
<br />1' 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' 7"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />9383
<br />10000
<br />10000
<br />10000
<br />4'-o"
<br />208"
<br />PRECAST
<br />(2) D4.5 WIRL
<br />2 No. 3
<br />6/66
<br />8225
<br />9200
<br />9445
<br />4'-6"
<br />3'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />5104
<br />5671
<br />6345
<br />6345
<br />4'-8"
<br />3'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.3
<br />4683
<br />5137
<br />.5/17
<br />WI/
<br />5'4'
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.3
<br />3498
<br />3727
<br />4091
<br />4091
<br />5'-10
<br />4'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />7 No. 3
<br />2787
<br />3088
<br />3369
<br />3369
<br />6'-6"
<br />5'-7"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />L No. 4
<br />2560
<br />2560
<br />2723
<br />2/73
<br />7-6"
<br />6-7
<br />PRECAST
<br />(2) D4.5 WIRL
<br />2 No. 4
<br />1992
<br />1992
<br />2112
<br />2112
<br />7'-8"
<br />64'
<br />PRECAST
<br />(2) D4.S WIRL
<br />2 No. 4
<br />1921
<br />1921
<br />2035
<br />2035
<br />8'-0"
<br />6'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />1/92
<br />1792
<br />1862
<br />189/
<br />8'4'
<br />7-0"
<br />PRECAST
<br />(2) D4.5 WIRL
<br />2 No. 4
<br />1619
<br />1679
<br />1699
<br />1776
<br />V-4"
<br />8'-0"
<br />PRECAST
<br />(2) D4.5 WIRL
<br />2 No. 4
<br />1411
<br />1411
<br />1319
<br />1489
<br />10'-6"
<br />9'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />1186
<br />1186
<br />1014
<br />12,51
<br />1 144"
<br />10'-0"
<br />PRECAST
<br />(2) No. 3
<br />2 No. 5
<br />10/4
<br />1074
<br />854
<br />1121
<br />12'-0"
<br />1014"
<br />PRECAST
<br />(2) No. 3
<br />2 No. 5
<br />992
<br />992
<br />751
<br />1035
<br />1214"
<br />1144
<br />PRECAST
<br />(2) No. 3
<br />2 No. 5
<br />937
<br />93/
<br />685
<br />978
<br />13'-4"
<br />12'-0"
<br />PRECAST
<br />(2) No. 3
<br />2 No. 5
<br />859
<br />859
<br />591
<br />896
<br />14'-0"
<br />12'-8"
<br />PRECAST
<br />(2) No. 3
<br />2 No. 5
<br />804
<br />804
<br />529
<br />838
<br />14'-8"
<br />13'-4"
<br />PRLSTRESSED
<br />(2) No.3
<br />(2) 711strand+
<br />170/
<br />1207
<br />GOS
<br />938
<br />2
<br />(2) No.
<br />15'-4"
<br />14'-(T
<br />PRFSIRESSED
<br />I2 1 No. 3
<br />(2) // 16 strand +
<br />1095
<br />1095
<br />551
<br />88/
<br />2 No.4
<br />1 /'-4"
<br />16-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7116 strand +
<br />836
<br />836
<br />426
<br />763
<br />7 No.
<br />19'-4"
<br />18' 0"
<br />PRESTRESSED
<br />I? I No. 3
<br />I2) // 16 strand +
<br />655
<br />655
<br />340
<br />645
<br />7 No. S
<br />20'-0"
<br />181-8"
<br />PRESTRFSSLD
<br />(2) No. 3
<br />(2) 7/ 16 strand +
<br />607
<br />607
<br />31I
<br />601
<br />(2 No. S
<br />21'-4"
<br />20'-0"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) 7/ 16 strand +
<br />524
<br />524
<br />7//
<br />526
<br />2 No.
<br />22'-0"
<br />20'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) // 16 strand +
<br />488
<br />488
<br />260
<br />493
<br />2 No.
<br />(2) 7/IGstrand +
<br />24'-0"
<br />27-8"
<br />PRESTRESSED
<br />(2) No.3
<br />(2) No. 5
<br />399
<br />399
<br />217
<br />412
<br />'s..
<br />DETAIL "E" DETAIL'IF" DETAIL "G"
<br />TYPE DESIGNATION
<br />I' I'I AIN IINT(L/ rljIIANIIII OFMSBARAT
<br />i 0111)IlAffl I Ll.',WLP LINICAVITY
<br />[8x16-P-1L/11J]
<br />NOMINAL WIDTHJ� Lail/.NIII'i OF #58ARAT
<br />IJUMINAL HEIC:HI III71"FIT IRIIFI CAVITY
<br />REINFORCING SCHEDULE & LOAD CAPACITIES
<br />S88A��F//E WORKING LOADS (PLF)
<br />CLOEMP[OSITE LNNTELS
<br />LINTEL
<br />CIIAR
<br />LINTEL TYPE
<br />LINILL STEE TOO"
<br />AVITY
<br />GRAVITY
<br />UPLIFT
<br />Up[ lll
<br />LENGTH
<br />SPAN
<br />WIRL / BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)1f5L(1)05U
<br />(1)#5L(1)#510
<br />(0)#5L0)#511
<br />(1)#51 (2)#5U
<br />DFTAII 'I'
<br />DETAIL'M'
<br />(1)#5L (1)051J
<br />DLIAIL'N'
<br />DETAIL'L' &'M'
<br />2'-10"
<br />I'-6"
<br />PRLCAST
<br />121 D4.5 WIRE
<br />J No.3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3'-6"
<br />2'-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />J No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />41-0"
<br />2'-8"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-6"
<br />3' 2"
<br />PRECAST
<br />(2) D4.5 WIRL
<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 WIRL
<br />2 No. 3
<br />6261
<br />10000
<br />8605
<br />10000
<br />5'-10"
<br />4'-6"
<br />PRFCASI
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />.5095
<br />8995
<br />7007
<br />9811
<br />6'-6"
<br />5'-2"
<br />PRFCASI
<br />(2) D4.5 WIRE
<br />? No. 4
<br />6871
<br />6871
<br />5482
<br />6814
<br />7-6"
<br />6-2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />? No. 4
<br />4693
<br />4693
<br />39/6
<br />4661
<br />/'-8"
<br />6' 4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No, 4
<br />4456
<br />4456
<br />3/85
<br />44?/
<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'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />3706
<br />3706
<br />3144
<br />:3683
<br />9141,
<br />8'-0"
<br />PRECASI
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />2954
<br />2954
<br />2445
<br />2931
<br />10' 6"
<br />9'-2"
<br />PRFCASI
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />2384
<br />2384
<br />1884
<br />2371
<br />1 V-4"
<br />10'-0"
<br />PRECASI
<br />(2) No. 3
<br />2 No. 5
<br />2082
<br />2082
<br />1590
<br />2082
<br />12'-0"
<br />10'-8"
<br />PRECAST
<br />(2) No. 3
<br />2 No. 5
<br />1895
<br />1895
<br />MOT
<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 />12'-0"
<br />PRECAST
<br />(2) No. 3
<br />2 No. S
<br />1605
<br />1605
<br />1107
<br />1605
<br />14'-0"
<br />12'-8"
<br />PRECAST
<br />(2) No. 3
<br />2 No. 5
<br />1490
<br />1490
<br />992
<br />1490
<br />14'-8"
<br />13'-4"
<br />PRI STRESSED
<br />2 o. 3
<br />O N
<br />(2) // 16 strand +
<br />1948
<br />1948
<br />1093
<br />15`JI
<br />7 No.
<br />1.5' -4"
<br />14'-0"
<br />PRLSTRESSED
<br />J
<br />(') No 3
<br />(2) 7116 strand +
<br />I/74
<br />1//4
<br />996
<br />1494
<br />7 No.4
<br />(2) 7116 strand +
<br />17'-4"
<br />16-0"
<br />PRESTRESSED
<br />(2) No 3
<br />1368
<br />1368
<br />771
<br />1264
<br />'L No.4
<br />19'-4"
<br />18'-0"
<br />PRESTRESSED
<br />2
<br />O No.3
<br />(2) 7116 strand +
<br />084
<br />1084
<br />GIS
<br />1095
<br />2 No.S
<br />20' 0"
<br />18'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(2) // 16 strand +
<br />1008
<br />1008
<br />573
<br />1048
<br />2 No..S
<br />21'-4"
<br />?0'-0"
<br />PRESTRFSSLD
<br />J
<br />(') No.3
<br />(2) 7116 strand +?
<br />IT//
<br />871
<br />.501
<br />966
<br />No S
<br />22'-0"
<br />20'-8"
<br />PRESTRESSED
<br />2
<br />I l No. 3
<br />(2) 7116 strand +?
<br />850
<br />850
<br />471
<br />923
<br />No 5
<br />(2) 7116 strand +(7)
<br />24'-0"
<br />22' 8"
<br />PRESTRESSED
<br />2
<br />O No. 3
<br />No. 5
<br />740
<br />740
<br />393
<br />772
<br />'
<br />.
<br />DETAIL "L"
<br />DETAIL "M"
<br />DETAIL'IN"
<br />TYPE DESIGNATION
<br />P- F'LAIN LINILL/ '''r rUUANTIIY()1 05 MAR AT
<br />s- WAr)LINTEL I I I OWFR I INTR C-AVIIY
<br />[8x16-P-1 L/1IU]
<br />NOMNnl wlulHyI`allnNluY OF k,BARAI
<br />NOMINAL Ill:1(;11T L1PPLR LINIFI AVR
<br />GENERAL NOTES:
<br />1.) CODES
<br />1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS
<br />3000 PSI GROUT
<br />(PLACED INM22"'�
<br />TOP LEG BARS'
<br />(SEE S(:I ILDULE)
<br />R402.2 8r R606.
<br />1.2 FLORIDA BUILDING DE 7TH EDITION 202 SECTIONS 1 1 CO O ( O) S C ONS 90 .2 &
<br />(1) #s' uNnrluOuti K11JD.
<br />2107.
<br />PERSTRU( 1U6'A1 PLAN
<br />1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
<br />°�Cl)7/32"
<br />(ACT 318-08).
<br />r)(TIED
<br />STIRRUP'S A 1 4'-I)" <
<br />OR'JJI UI I>)
<br />1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN
<br />LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE
<br />QBOTTOM
<br />BARS
<br />SEE SCHI I)I )11
<br />7-10).
<br />�,N
<br />1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE
<br />PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556
<br />"(813)
<br />659-3707. FLORIDA PRODUCT APPROVAL# FL1774-R3
<br />2.) CONCRETE:
<br />2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS. NOTES:
<br />2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 1. MINIMUM COVERAGE Of S11 IT 1.5"
<br />2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2. MIN. BE REQUIRED AI LA. I'ND- 4''
<br />2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" 3. STANDARD FOR RFINI . STEEL- ASTM Al, 15
<br />AGGREGATE,"T011"SLUMP
<br />2.2 REINFORCINGINGBARS: TYPICAL RECESS LINTEL SECTION
<br />BA
<br />2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF PRECAST CONCRETE
<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 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 />(PLACL D IN I It l D)
<br />2"
<br />pp `0 M
<br />Lo
<br />7 5/8"
<br />TOP I I I' IiAll",-
<br />(SEES' IIFI)UII I
<br />2"
<br />(1) #5 C-)NTINtT0U) RI I )'1).
<br />PER STRUC_TIIRAI I'I AN
<br />//32" STIRPIII'S AT 40 r r
<br />(TIED OR W LLDI-I ))
<br />BOI IOM BARS
<br />SEE SCI IEDM I
<br />NOHS:
<br />I. MINIMUM COVERAGE OF STEEL - 1.5"
<br />2. MIN. BEARING REQUIRED AT FA. END - 4"
<br />3. STANDARD FOR RUNE. 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 />Cl FAR
<br />LINTEL TYPE
<br />LIN ILL STEEL TOP
<br />IINTELSTEEL
<br />GRAVITY
<br />GRAVITY
<br />UPI IF]
<br />UPLIFT
<br />IINGIH
<br />SPAN
<br />WIRL / BAR
<br />BOTTOM BAR
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />(0)#SL(1)#5U
<br />(1)1151 (I)#5L1
<br />(0)#51 (I)#SU
<br />(I)#5L(2)#5U
<br />'P'
<br />(11#4L (1)#5U
<br />DLTAIL'O'
<br />DE IAII
<br />DETAIL'O' &'P'
<br />DGTAIL'Q'
<br />2'-10"
<br />1'-6'
<br />PRECAST
<br />2 D4.5 WIRE
<br />2 No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />3'-6"
<br />2' 2"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-0"
<br />2' 8"
<br />['RECAST
<br />(2) D4.5 WIRE
<br />2 No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-6"
<br />3'-7"
<br />PRECAST
<br />(2) D4.5 WIRL
<br />2 No. 3
<br />10000
<br />10000
<br />10000
<br />10000
<br />4'-8"
<br />3' 4"
<br />PRLCAST
<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'-6"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No.3
<br />6251
<br />10000
<br />8615
<br />10000
<br />(i-G"
<br />5'-7"
<br />PRFC:AST
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />8629
<br />10000
<br />6741
<br />10000
<br />/4'
<br />6'-2"
<br />PRFCASI
<br />(2) 1)4.S WIRL
<br />2 No. 4
<br />6266
<br />6603
<br />4891
<br />6909
<br />7' 8"
<br />6' 4"
<br />PRE (.AST
<br />(2) D4.5 WIRE
<br />? No. 4
<br />5967
<br />6199
<br />465/
<br />6477
<br />8'-0"
<br />6'-8"
<br />PRFCASI
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />5430
<br />5524
<br />4236
<br />5756
<br />814"
<br />7'-0"
<br />PRE CAST
<br />(2) D4.5 WIRE
<br />> No. 4
<br />4961
<br />4979
<br />3869
<br />5178
<br />9'-4"
<br />8101,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />2 No. 4
<br />3865
<br />3838
<br />3010
<br />39/3
<br />10'-6"
<br />9'-2"
<br />['RECAST
<br />(2) D4.5 WIRL
<br />2 No. 4
<br />2984
<br />3021
<br />2320
<br />3118
<br />1 V-4"
<br />10'40"
<br />PRECAST
<br />(2) No. 3
<br />2 No. 5
<br />2699
<br />2699
<br />1959
<br />2699
<br />10'-8"
<br />PRFCASI
<br />(2) No.3
<br />2 No.5
<br />2436
<br />2436
<br />1727
<br />2436
<br />11' 2"
<br />PRECAST
<br />(2) No. 3
<br />? No.5
<br />2269
<br />2269
<br />15//
<br />2269
<br />12'-0"
<br />PRFCASI
<br />(2) No. 3
<br />2 No. S
<br />2034
<br />2034
<br />1'366
<br />2034
<br />F14)
<br />17-8"
<br />PRFCASI
<br />(2) No. 3
<br />2 No. 5
<br />1878
<br />18/8
<br />1225
<br />1878
<br />13'-4"
<br />PRESTRESSED
<br />J No. 3
<br />O
<br />(2) // 16 strand +
<br />2413
<br />7413
<br />1338
<br />1974
<br />2 No.4
<br />I5'-4"
<br />14'-0"
<br />PRLSTRESSED
<br />I21 No.3
<br />(2) // 16 strand +
<br />2199
<br />2199
<br />1219
<br />1846
<br />? No.4
<br />I/'-4"
<br />16'-0"
<br />PRESTRESSED
<br />(J ) No. 3
<br />(2) 7/ 16 strand +
<br />I698
<br />1698
<br />944
<br />1546
<br />? No.4
<br />9'-4"
<br />18'-0"
<br />PRESTRESSED
<br />2 3
<br />(I No.
<br />(2) //16 strand +
<br />1348
<br />1348
<br />753
<br />1330
<br />2 No.S
<br />(2) 7116 strand +
<br />20'-0"
<br />18'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />1254
<br />1254
<br />702
<br />1271
<br />2 No.
<br />21'4'
<br />20'-0"
<br />PRFSIRESSED
<br />(2) No.3
<br />(2) 7116strand+
<br />1092
<br />1092
<br />614
<br />116/
<br />? No. S
<br />(2) 7116 strand +
<br />27-0"
<br />20' 8"
<br />PRLSIRESSED
<br />(2) No. 3
<br />1023
<br />1023
<br />576
<br />1121
<br />7 No.
<br />(2) 7116 strand +
<br />24'-0"
<br />7I'-8"
<br />PRESTRESSED
<br />(2) No. 3
<br />(7) No. 5
<br />898
<br />898
<br />481
<br />947
<br />`-��
<br />r•�ty1
<br />:-�h
<br />TYPE DESIGNATION
<br />.�7A
<br />P-PIAINI.INI11/ I UIIANTBYOINIL.PAI
<br />.�J $- SOLID LINII I. �)WFR IINTT L CAVIIY
<br />[8x16-P-1L/1U]
<br />f'L'I
<br />�f
<br />:�•' J LgIIArINI'i Or pS
<br />rJ(,MINAI WlGlll BA R AI
<br />II(1MINAI HH(..Ill 111'I'FR III II FI (:A'VIT',
<br />UtIFiIL..U.. LJCIAIL Y LJCINII.. U
<br />CHARTS FROM QUALITY PRECAST COMPANY
<br />COMMERCIAL CONCRETE PRODUCTS, INC.
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"xl 6" RECESS DOOR HEADER
<br />TOTAL
<br />ItNC,1H
<br />Cl FAR
<br />SPAN
<br />DOOR
<br />SILT
<br />LINTEL TYPE
<br />I INTFL STEEL TOP
<br />WIRE BAR
<br />LINTEL STEEL
<br />BOTTOM BAR
<br />GRAVI IY SAFE LOAD
<br />UPLIFT SAFE I CAD
<br />SOLID
<br />05(1)U(0)L
<br />SOLID
<br />#5(1)U(1)L
<br />SOLID
<br />##5 I 51ilUU1(')I L L
<br />SOIII7
<br />#5(2)U(1)L
<br />DETAIL'DH'
<br />DETAII 'DJ'
<br />DFIAIL'DH' &'DJ
<br />UEIAIL'DK'
<br />3'-8"
<br />214"
<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 />74,
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />4511
<br />10000
<br />9686
<br />1")
<br />4'-7
<br />21-10"
<br />7-6"
<br />PRECAST
<br />(2) D4.b 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 WIRt
<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 />702.5
<br />6382
<br />6382
<br />5'-8"
<br />4'-4"
<br />4'-0"
<br />PRECASI
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />1819
<br />4139
<br />3&39
<br />3839
<br />6-8"
<br />5'-4"
<br />Y-a
<br />PRECAST
<br />(21 D45 WIRE
<br />(2) No.4
<br />2976
<br />2976
<br />2676
<br />2/31
<br />64'
<br />6-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(7) No.4
<br />2792
<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 />+r �t
<br />DETAIL "DH" DETAIL "DJ" DETAIL "DK"
<br />TYPE DESIGNATION
<br />P-PLAIIJ LINILL/ 00ANTPY0I4SBARAI
<br />S.S('>l NTFL -i rLOWEI1IINTH (AVHY
<br />[8x 1 I6-P-1 L/ 1IU]
<br />NOMINALWO)TI1J J `INlll,, NSR4R AT
<br />NOMINALIILK+I11 UPFFR LIMLL(A'VIIY
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />8"x2011 RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />Cl FAR
<br />S PAN
<br />DOOR
<br />SILT
<br />LINTFI IYPE
<br />INTFI SIEH 1OP
<br />WIRE BAK
<br />LINTFI SIFFL
<br />M A'
<br />BOTTOM BAR
<br />GRAVITY SAFE 1 OAD
<br />UPI IFT SAFE LOAD
<br />SOLID
<br />95 (1) U (0) 1
<br />SOLID
<br /># 5 (1) U (1) L
<br />SOLID
<br />S -
<br />#'S (1) U TO) L
<br />#5 U 1 L
<br />SOLID
<br />#.5 12) 1) (1 1 L
<br />DLTAIL'DI'
<br />DETAIL'DM'
<br />DETAII 'DI' &'DM'
<br />DFTAII 'UN'
<br />3-8"
<br />T-A"
<br />2'-0"
<br />PRF(.A..I
<br />2 D4.5 WIRE
<br />(I
<br />2 No.
<br />I I
<br />7 665
<br />1 (X)00
<br />I(X)00
<br />100(x)
<br />4'-0"
<br />2'-8"
<br />2'-4"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />6054
<br />1(X)(X)
<br />8442
<br />10000
<br />4'-2"
<br />7-10"
<br />2'4'
<br />PRFCASI
<br />f2) D4.5 WIRE
<br />12) No.3
<br />5413
<br />10000
<br />/S52
<br />10000
<br />4'-4"
<br />34Y
<br />2'-8"
<br />PRFCASI
<br />f2) 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 />f2) 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) N0.3
<br />2448
<br />7050
<br />3434
<br />6540
<br />61-8"
<br />5 4"
<br />'i-0"
<br />PRFCASI
<br />2 D4.` WIRE
<br />(1 � E
<br />f71 No-
<br />4 569
<br />4` 9
<br />.,6
<br />2302
<br />4235
<br />6'-4"
<br />6'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />3338
<br />3338
<br />1640
<br />3172
<br />7-8"
<br />8'-4"
<br />8'-0"
<br />PRECAST
<br />(2) D45 WIRE
<br />121 No. 4
<br />2158
<br />2158
<br />936
<br />2036
<br />t
<br />DETAIL "DL" DETAIL "DM" DETAIL "DN"
<br />TYPE DESIGNATION
<br />I II I I ',III J�^'-I I I I
<br />[8xl P-IL/IIJ1
<br />J] L ,I
<br />:HD
<br />D
<br />�2J
<br />UNIT '1450' - 1 ST FLOOR PLAN ELEV A
<br />1 /811 = 1'-011
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />81'x8" RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />CI FAR
<br />`,PAN
<br />D(Y)R
<br />SILL
<br />IINIILL IYI'F
<br />LINII I STFFI IOI'
<br />WIRE/ BAR
<br />IINTFI MI I I
<br />BOIT(-)M BAR
<br />(_,RAVITYSAI1 1OAD
<br />UPI III SAII LOAD
<br />PLAIN
<br />SOLID
<br />t75(1)IJ(0)I
<br />SOLID
<br />#5(1)Li(1)L
<br />SOLID
<br />rlYl-SIIIIII(0)11
<br />SOLID
<br />(2) (1)
<br />DETAIL'DA'
<br />DI IAII DU''
<br />DETAII 'D(,-.'
<br />DFTAII 'DIV &'DC'
<br />DETAII 'DD'
<br />3'-8"
<br />2- 4"
<br />'i' L)"
<br />FRI C ASI
<br />(7) D4.S WIRL
<br />(2) N,,. 3
<br />1919
<br />7143
<br />2143
<br />1 /53
<br />1/',3
<br />4'-0"
<br />Y'-H-
<br />2'-4"
<br />I'RL( AST
<br />(7) D4.', WIRE
<br />(2) No 3
<br />1597
<br />1801
<br />1801
<br />1483
<br />1483
<br />4'-2"
<br />2' M"
<br />7 6'
<br />PRI (.AST
<br />(2) D4.,, WIRE
<br />(2) No. 3
<br />14/3
<br />11,6fi
<br />1668
<br />13/6
<br />13/6
<br />4' 4"
<br />i'-0"
<br />2' i1`
<br />PRE(_:AST
<br />1)) D4-S WIRE
<br />(7) No 3
<br />1367
<br />1553
<br />1553
<br />1284
<br />1284
<br />4'-8"
<br />3' 4"
<br />3'-0"
<br />PKL( AS1
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />1194
<br />1363
<br />1363
<br />1131
<br />I1:31
<br />6-8"
<br />4'A"
<br />4' U"
<br />PRI CA,,1
<br />(2) 1)4.S WIKI-
<br />(2) No. 3
<br />864
<br />99S
<br />995
<br />831
<br />831
<br />6' 8"
<br />`i' 4"
<br />S' (T'
<br />PRFCASI
<br />(21 D4.i WIRL
<br />(2) No. 4
<br />G67
<br />816
<br />81(1
<br />650
<br />GS4
<br />7'-8"
<br />6'-4'
<br />G' o
<br />PRI ( -ASI
<br />(7) D4S WIKI
<br />(2) No 4
<br />S42
<br />669
<br />669
<br />467
<br />S3/
<br />9'$"
<br />3' 4"
<br />$' 11"
<br />I'IRECAST
<br />1?) D4'S WIKI-
<br />(11 No 4
<br />396
<br />489
<br />4FS9
<br />261
<br />393
<br />-LT -U- U
<br />DETAIL "DA" DETAIL "DB" DETAIL "DC"
<br />GRAVITY & UPLIFT SAFE LOADS (PLF)
<br />811x24'r RECESS DOOR HEADER
<br />TOTAL
<br />LENGTH
<br />Cl FAR
<br />SPAN
<br />DOOR
<br />SILT
<br />LINTFI TYPE
<br />LINTFI STEEL TOP
<br />WIRE /BAR
<br />LINTEL STEEL
<br />ROOM BI.-c
<br />I ',AFF Lt'AD
<br />1111 1 ,}AFL I ()AF)
<br />ll
<br />tl' L_,I IF'
<br />I 1 11 1, 1
<br />;()LIU
<br />95 (1 1 I 111) 1
<br />LIL)
<br />II " i I I (1 (0) 1
<br />-.1 )I II I
<br />tl ', 2) IJ (I) I
<br />I,I I A11 h'.
<br />01E11,11L'DP'
<br />F,[TAII '1)0' R'DI"
<br />I,F1 III 'DO'
<br />3'-8'
<br />2-4"
<br />7-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />`>rS n
<br />10000
<br />12Cx X)
<br />I(X {hl
<br />4'-0"
<br />7-8"
<br />2'-4"
<br />PRECAST
<br />(21 D4.5 WIRE
<br />(2) No.,-,,
<br />!',9v
<br />1(4X)0
<br />IDIXX)
<br />IW00
<br />4-7
<br />2'-10"
<br />2'-6"
<br />PRECAST
<br />(2) Da5 WIRE
<br />(2) No. 3
<br />r796
<br />IrxNx)
<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 />1000)
<br />4' 8"
<br />3'-4"
<br />3'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 3
<br />s044
<br />IC-YX)
<br />10,,e,
<br />I(VD)
<br />5'-8"
<br />4'-4"
<br />4'-0"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No.3
<br />3071
<br />10000
<br />4'Q' ,
<br />IC7)00
<br />6-8"
<br />54'
<br />5-9'
<br />PRECAST
<br />(2) D4.5 WIRE
<br />(2) No. 4
<br />-:Ve",
<br />7387
<br />J901
<br />GY,31
<br />7'-8"
<br />64"
<br />6-0"
<br />PRFCASI
<br />(2) D4.5 WIRF
<br />(2) No. 4
<br />",
<br />4979
<br />:1067
<br />4n:
<br />9'-8"
<br />8' 4"
<br />60"
<br />PRECAST
<br />(2) D4.5 WIRE
<br />M No. 4
<br />I>s<
<br />N116
<br />I I
<br />;[t44
<br />TYPE DESIGNATION
<br />II
<br />[8x16-P-IL/ILJ]
<br />JJ L
<br />DETAIL "DD"
<br />TYPE DESIGNATION
<br />I�M'r.l
<br />r'i1LIiIIP �:II
<br />[8xI6-P-1L/1U]
<br />I Ir u'. r:.'.,I
<br />lir'FFF III ITT I �• /T I
<br />OrT 2 R '"a2
<br />Virtual Review Assisi, Inc.
<br />1
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th Edition
<br />by Debra Anne Klahr PX2300
<br />SAFE WORKING LATERAL LOADS (PLF)
<br />8" X 8" LINTELS
<br />Inlnl
<br />I CnglH
<br />YTx;
<br />PI AIN
<br />ti01 IF)
<br />2'-10"
<br />Precasl
<br />2082
<br />9235
<br />3-6'
<br />Precast
<br />1325,
<br />4624
<br />4'-0"
<br />Precast
<br />1041
<br />3358
<br />4' 6'
<br />Precast
<br />858
<br />26.35
<br />4 8'
<br />Precast
<br />810
<br />2459
<br />5' 4"
<br />Precast
<br />663
<br />1940
<br />5' 10"
<br />Precasl
<br />S83
<br />1624
<br />b' 6"
<br />Plccosl
<br />486
<br />1"I'M
<br />T 6"
<br />Precasl
<br />403
<br />1 134
<br />7' 8"
<br />Precasl
<br />392
<br />1 100
<br />8' 0"
<br />Precasl
<br />36:3
<br />103/
<br />8' 4"
<br />Precasl
<br />-118
<br />981
<br />9' 4"
<br />Precast
<br />727
<br />772
<br />10' 6"
<br />Precasl
<br />156
<br />600
<br />II'-4"
<br />Precasl
<br />132
<br />651
<br />12 -0
<br />Ple,casl
<br />II1
<br />593
<br />12'-6"
<br />Precast
<br />98
<br />,44
<br />13' 4"
<br />Precast
<br />87
<br />47.5
<br />14' 0"
<br />Precasl
<br />/ 1
<br />479
<br />14-£3"
<br />Prnslre,%aed
<br />N.R.
<br />41/
<br />IS'-4"
<br />Pro•,lres.ed
<br />N.k.
<br />.369
<br />11'4'
<br />PiP1Jre%,od
<br />N.R.
<br />257
<br />19' 4"
<br />I n Or :y-d
<br />N.R
<br />184
<br />201011
<br />I lr stressed
<br />N R
<br />16/
<br />21' 4"
<br />I'unlressed
<br />N.R
<br />138
<br />22,4,
<br />Prostresscd
<br />N.R
<br />12/
<br />)4*0"
<br />1 r( stic:v, d
<br />N.R
<br />100
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<br />ELEV. A
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