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3000 PSI GROUT
75 8"
3. STANDARD FOR REINF. STEEL - ASTM A615
1. MINIMUM COVERAGE OF STEEL - 1.5"2. MIN. BEARING REQUIRED AT EA. END - 4"
(PLACED IN FIELD)
758"
112"
11 2"
51 8"
1"
2"
NOTES:
538"
PER STRUCTURAL PLAN7/32" STIRRUPS AT 4'-0" cc
BOTTOM BARSSEE SCHEDULE
(TIED OR WELDED)
MIN.
112"MIN.
(1) #5 CONTINUOUS REQ'D.
TOP LEG BARS:(SEE SCHEDULE)
2"
TYPICAL LINTEL SECTIONPRECAST CONCRETE
GENERAL NOTES:1.) CODES
2.) CONCRETE:
3.) MASONRY:
4.) STRUCTURAL:
1.1 FLORIDA BUILDING CODE (2010, RESIDENTIAL) SECTIONS R402.2 & R606.
1.2 FLORIDA BUILDING CODE (2010 BUILDING) SECTIONS 1901.2 & 2107.
1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08).
1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10).
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE-CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE-CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP
2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.2.6 D4.5 WIRE PER ASTM A496.
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08.
3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.3.3 MORTAR SHALL BE TYPE S.
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2010, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2010, BUILDING) SECTION 2104.1.5
4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT
1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3
4.3 LINTELS THAT ARE GREATER THAN 14'-O" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT.
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
GENERAL NOTES & DETAILS8 IN LINTEL
SK1
DETAIL 'B' & 'C'
REINFORCING SCHEDULE & LOAD CAPACITIES
649649355(2) No. 5 PRECAST10'-0"11'-4"
N.R.- NOT RECOMMENDED
DETAIL "A" DETAIL "B" DETAIL "C"
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
(2) No. 5
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
22'-8"24'-0"
20'-8"
20'-0"
18'-8"
22'-0"
21'-4"
20'-0"
(2) No. 5
(2) No. 5
(2) No. 5
(2) No. 5
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRECASTPRECASTPRECASTPRECAST
18'-0"
16'-0"
14'-0"
19'-4"
17'-4"
15'-4"
13'-4"
12'-8"12'-0"11'-2"10'-8"
13'-4"
14'-8"
14'-0"
12'-6"12'-0"
(2) No. 4
(2) No. 4
(2) No. 4
(2) No. 5 (2) No. 5
(2) No. 5 (2) No. 5
164
203
219
256
N.R.
N.R.
N.R.
N.R.
277
357
473
522
449525570602
N.R.
N.R.
N.R.
287
N.R.
270
312329
525449
570602
LENGTHLINTEL
BOTTOM BAR
8" x 8" LINTELS SAFE WORKING LOADS (PLF)
(2) No. 3 PRECAST2'-8"4'-0"
PRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECAST
6'-2"7-6"
9'-2"8'-0"7'-0"6'-8"6'-4"
8'-4"
10'-6"9'-4"
8'-0"7'-8"
5'-2"4'-6"4'-0"3'-4"3'-2"
5'-4"
6'-6"5'-10"
4'-8"4'-6"
(2) No. 4
(2) No. 4
(2) No. 4 (2) No. 4
(2) No. 4 (2) No. 4
(2) No. 3
(2) No. 4 (2) No. 3
(2) No. 3 (2) No. 3
PRECASTPRECAST
LINTEL TYPESPAN
2'-2"1'-6"
3'-6"2'-10"
CLEAR
(2) No. 3 (2) No. 3
LINTEL STEEL
372237222038
727853
100110621130116714541636201326542859
639
548
398467
581619
1127
796964
14531566
1167
1001
727853
10621130
2013
14541636
26542859
53189462
DETAIL 'B'(0)#5L (1)#5U
CAPACITY GRAVITY
GRAVITY
6740
DETAIL 'A'CAPACITY
2912
UNFILLED CAPACITY
DETAIL 'C'(1)#5L (1)#5U
53189462
GRAVITY
649489
DETAIL "D"
179
215
229
262
124
155
165
188
281
352
455
499
451525570602
202
254
328
337
360
286
391430
35983598
718843988
10481115115214351712200025742772
1152
979
582759
10481115
2000
14351712
25742772
511410000
DETAIL 'D'(1)#5L (2)#5U
CAPACITY UPLIFT
CAPACITY
511410000
(1)#5L (1)#5U (0)#5L (1)#5U
UPLIFT WIRE / BAR
LINTEL STEEL TOP
(2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE
(2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) D4.5 WIRE (2) D4.5 WIRE
164
203
219
256
277
357
473
522
NOMINAL WIDTHNOMINAL HEIGHT
P - PLAIN LINTEL/ S - SOLID LINTEL
QUANTITY OF #5 BAR AT
QUANTITY OF #5 BAR ATLOWER LINTEL CAVITY
TYPE DESIGNATION
UPPER LINTEL CAVITY
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN LINTEL LOAD TABLE
SK2
DETAIL "E"
24'-0"
22'-0"
21'-4"
PRESTRESSED
PRESTRESSED
PRESTRESSED
22'-8"
20'-8"
20'-0"
20'-0"
19'-4"
17'-4"
15'-4"
14'-0"
14'-8"
13'-4"12'-6"12'-0"
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
18'-8"
18'-0"
16'-0"
14'-0"
PRESTRESSED
12'-8"
13'-4"
12'-0"11'-2"10'-8"
PRECASTPRECASTPRECASTPRECAST
DETAIL "F" DETAIL "G"
(2) No. 5
(2) No. 5(2) 7/16 strand +
(2) No. 5(2) 7/16 strand +
(2) No. 5(2) 7/16 strand +
399
488
524
(2) 7/16 strand +
(2) 7/16 strand + (2) No. 5
(2) 7/16 strand + (2) No. 4
(2) 7/16 strand + (2) No. 4
(2) No. 4(2) 7/16 strand +
(2) No. 5 (2) No. 5 (2) No. 5 (2) No. 5
607
655
836
1095
804
1207
859937992
804859937992
217
260
277
412
493
526
317
340
426
551
601
645
763
887
529
605
591685751
838
938
896978
1035
8" X 12" COMPOSITE LINTELSSAFE WORKING LOADS (PLF)
REINFORCING SCHEDULE & LOAD CAPACITIES
7-6"
8'-4"
11'-4"10'-6"9'-4"
8'-0"7'-8"
6'-6"5'-10"5'-4"4'-8"4'-6"4'-0"
PRECAST6'-2"
7'-0"
10'-0"9'-2"8'-0"
6'-8"6'-4"
PRECAST
PRECASTPRECASTPRECAST
PRECASTPRECAST
5'-2"4'-6"4'-0"3'-4"3'-2"2'-8"
PRECASTPRECASTPRECASTPRECASTPRECASTPRECAST
3'-6"2'-10"
LENGTHLINTEL
2'-2"1'-6"
SPANCLEAR
PRECASTPRECAST
LINTEL TYPE
DETAIL 'E' & 'F'(1)#5L (1)#5U (0)#5L (1)#5U
1074118614111679179219211992256027873428468351046766
(2) No. 4
(2) No. 5 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4
(2) No. 4 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3
1992
1679
107411861411
17921921
256030883727513756718225
938310000
DETAIL 'E'(0)#5L (1)#5U
CAPACITY GRAVITY
(2) No. 3 (2) No. 3
BOTTOM BARLINTEL STEEL
DETAIL 'F'(1)#5L (1)#5U
CAPACITY GRAVITY
1000010000
21122112
1699
85410141319
18622035
1776
112112511489
18972035
272333694091571763459200
272333694091571763459445
1000010000
CAPACITY UPLIFT
DETAIL 'G'
1000010000
(1)#5L (2)#5U CAPACITY
UPLIFT WIRE / BAR
LINTEL STEEL TOP
(2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE
(2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) D4.5 WIRE (2) D4.5 WIRE
399
488
524
607
655
836
1095
1207
NOMINAL WIDTHNOMINAL HEIGHT
P - PLAIN LINTEL/ S - SOLID LINTEL
QUANTITY OF #5 BAR AT
QUANTITY OF #5 BAR ATLOWER LINTEL CAVITY
TYPE DESIGNATION
UPPER LINTEL CAVITY
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN LINTEL LOAD TABLE
SK3
DETAIL "H" DETAIL "J"
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRECASTPRECAST
20'-0"21'-4"
24'-0"
22'-0"
22'-8"
20'-8"
20'-0"
19'-4"
17'-4"
15'-4"
14'-8"
14'-0"13'-4"
18'-8"
18'-0"
16'-0"
14'-0"
13'-4"
12'-8"12'-0"
834
(2) 7/16 strand +
(2) 7/16 strand +
(2) No. 5
(2) No. 5
(2) No. 5
642
720
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
(2) No. 5
(2) No. 5
(2) No. 4
(2) 7/16 strand +
(2) 7/16 strand + (2) No. 5 (2) No. 5
(2) No. 4
(2) No. 4
961
1035
993
1419
1291
11491232
11491232
DETAIL "K"
763390
599
716
306
366
872
936
1084
1270
1347
11491232
446
600
478
850
760
775
849
SAFE WORKING LOADS (PLF)REINFORCING SCHEDULE & LOAD CAPACITIES
PRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECAST
LINTEL TYPE
3'-2"4'-6"
12'-6"12'-0"11'-4"10'-6"
5'-10"
11'-2"10'-8"10'-0"9'-2"8'-0"7'-0"6'-8"
9'-4"8'-4"8'-0"
6'-4"6'-2"5'-2"4'-6"4'-0"3'-4"
7'-8"7-6"6'-6"
5'-4"4'-8"
2'-10"
LENGTHLINTEL
2'-8"2'-2"1'-6"
4'-0"3'-6"
SPANCLEAR
100007207(2) No. 3
(2) No. 5 (2) No. 5 (2) No. 5 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 3 (2) No. 3 (2) No. 3
1777
135414391568
215326252831
1777
135414391568
215326252831
307132064350394048436614
3071320643505211668710000
8" X 16" COMPOSITE LINTELS
(2) No. 3 (2) No. 3 (2) No. 3
BOTTOM BARLINTEL STEEL
10000
955010000
DETAIL 'H'(0)#5L (1)#5U
10000
1000010000
DETAIL'J'(1)#5L (1)#5U
CAPACITY GRAVITY
CAPACITY GRAVITY
100009863
13541439156817662139260728113049318343145641732010000
1448
98110751222
188124212651
3063
540266359053
2916
4225
100001000010000
DETAIL 'K'(1)#5L (2)#5U
CAPACITY UPLIFT
100001000010000
DETAIL 'H' & 'J'(1)#5L (1)#5U (0)#5L (1)#5U
CAPACITY UPLIFT
WIRE / BAR LINTEL STEEL TOP
(2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE
(2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) D4.5 WIRE (2) D4.5 WIRE
834
642
720
961
1035
993
1419
1291
NOMINAL WIDTHNOMINAL HEIGHT
P - PLAIN LINTEL/ S - SOLID LINTEL
QUANTITY OF #5 BAR AT
QUANTITY OF #5 BAR ATLOWER LINTEL CAVITY
TYPE DESIGNATION
UPPER LINTEL CAVITY
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN LINTEL LOAD TABLE
SK4
10000100001000010000(2) No. 3 PRECAST1'-6"2'-10"
393
471
501
573
615
771
996
1093
9921107127914011590188424453144344337853976548270078605
10000100001000010000
DETAIL "L" DETAIL "M"
(2) No. 5(2) 7/16 strand +
(2) No. 5(2) 7/16 strand +
(2) No. 5(2) 7/16 strand +
(2) No. 5(2) 7/16 strand +
(2) No. 5(2) 7/16 strand +
24'-0"
22'-0"
22'-8"
20'-8"
20'-0"
21'-4"
19'-4"
18'-8"
20'-0"
18'-0"
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
740
850
1008
877
1084
(2) No. 4(2) 7/16 strand +
(2) No. 4(2) 7/16 strand +
(2) No. 4(2) 7/16 strand +
(2) No. 5 (2) No. 5 (2) No. 5 (2) No. 5 (2) No. 5 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3
PRECAST
15'-4"
17'-4"
14'-8"
14'-0"
16'-0"
13'-4"
14'-0"13'-4"12'-6"12'-0"11'-4"10'-6"
12'-8"12'-0"11'-2"10'-8"10'-0"9'-2"
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRECASTPRECASTPRECASTPRECASTPRECASTPRECAST
4'-6"5'-10"
7'-8"
9'-4"8'-4"8'-0"
7-6"6'-6"
6'-4"
8'-0"7'-0"6'-8"
6'-2"5'-2"
4'-6"
5'-4"4'-8"
4'-0"3'-6"
3'-2"
4'-0"3'-4"
2'-8"2'-2"
PRECAST
PRECASTPRECASTPRECASTPRECASTPRECAST
PRECASTPRECASTPRECASTPRECASTPRECAST
1774
1368
1948
149016051775189520822384
149016051775189520822384
5095
4456
295437064047
46936871
9313
62618548
1000010000
8995
4456
295437064047
46936871
10000
1000010000
1000010000
DETAIL "N"
772
923
1048
966
1095
1494
1264
1591
149016051775189520822371
9811
4427
36832937
4021
46616814
10000
1000010000
1000010000
REINFORCING SCHEDULE & LOAD CAPACITIES
DETAIL 'L' & 'M'(1)#5L (1)#5U (0)#5L (1)#5U
CAPACITY UPLIFT
8" X 20" COMPOSITE LINTELSSAFE WORKING LOADS (PLF)
BOTTOM BARLINTEL STEEL
LENGTHLINTEL
SPANCLEAR LINTEL TYPE
(0)#5L (1)#5U DETAIL 'L'
CAPACITY GRAVITY
DETAIL 'M'
CAPACITY (1)#5L (1)#5U
GRAVITY
DETAIL 'N'(1)#5L (2)#5U
CAPACITY UPLIFT
WIRE / BAR LINTEL STEEL TOP
(2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE
(2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) D4.5 WIRE (2) D4.5 WIRE
740
850
1008
877
1084
1774
1368
1948
NOMINAL WIDTHNOMINAL HEIGHT
P - PLAIN LINTEL/ S - SOLID LINTEL
QUANTITY OF #5 BAR AT
QUANTITY OF #5 BAR ATLOWER LINTEL CAVITY
TYPE DESIGNATION
UPPER LINTEL CAVITY
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN LINTEL LOAD TABLE
SK5
DETAIL "O" DETAIL "P" DETAIL "Q"
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
(2) 7/16 strand +
24'-0"
22'-0"
21'-4"
20'-0"
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
22'-8"
20'-8"
20'-0"
18'-8"
17'-4"
19'-4"
15'-4"
13'-4"
14'-8"
14'-0"
12'-6"12'-0"11'-4"
PRESTRESSED
PRESTRESSED
PRESTRESSED
16'-0"
18'-0"
14'-0"
PRESTRESSED
PRECASTPRECASTPRECASTPRECASTPRECAST
12'-0"
13'-4"
12'-8"
11'-2"10'-8"10'-0"
8'-0"
10'-6"9'-4"8'-4"
7'-8"7-6"6'-6"
4'-6"
5'-10"5'-4"4'-8"
4'-0"3'-6"
2'-10"
PRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECAST
6'-8"
9'-2"8'-0"7'-0"
6'-4"6'-2"5'-2"
PRECASTPRECASTPRECASTPRECASTPRECASTPRECASTPRECAST
3'-2"
4'-6"4'-0"3'-4"
2'-8"2'-2"1'-6"
576
702
(2) No. 5
(2) No. 5
(2) No. 5
(2) No. 5
898
1023
1092
1254
481
614
947
1121
1167
1271
944
1366
23203010386942364657
8615100001000010000100001000010000
(2) No. 5
(2) No. 4
(2) No. 4
1698
1348
2199
(2) No. 5
(2) No. 4
(2) No. 5
(2) No. 5 (2) No. 5 (2) No. 5
2034
2413
1878
226924362699
753
1219
20341878
226924362699
1338
1225
157717271959
(2) No. 4
(2) No. 4 (2) No. 4 (2) No. 4
(2) No. 4 (2) No. 4 (2) No. 4
5430
298438654961
596762668629
(2) No. 3
(2) No. 3 (2) No. 3 (2) No. 3
(2) No. 3 (2) No. 3 (2) No. 3
1000010000
62517681
100001000010000
5524
302138384979
61996603
1000048916741
10000
100001000010000
100001000010000
1330
1546
1846
1974
18782034226924362699311839735178575664776909
1000010000100001000010000100001000010000
8" X 24" COMPOSITE LINTELSSAFE WORKING LOADS (PLF)
REINFORCING SCHEDULE & LOAD CAPACITIES
BOTTOM BARLINTEL STEEL CLEAR
LENGTHLINTEL LINTEL TYPE
SPAN
DETAIL 'O' & 'P'(1)#4L (1)#5U (0)#5L (1)#5U
CAPACITY UPLIFT
CAPACITY
DETAIL 'O'(0)#5L (1)#5U
GRAVITY CAPACITY
DETAIL 'P'(1)#5L (1)#5U
GRAVITY
DETAIL 'Q'(1)#5L (2)#5U
CAPACITY UPLIFT
WIRE / BAR LINTEL STEEL TOP
(2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE
(2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) D4.5 WIRE (2) D4.5 WIRE
898
1023
1092
1254
1698
1348
2199
2413
NOMINAL WIDTHNOMINAL HEIGHT
P - PLAIN LINTEL/ S - SOLID LINTEL
QUANTITY OF #5 BAR AT
QUANTITY OF #5 BAR ATLOWER LINTEL CAVITY
TYPE DESIGNATION
UPPER LINTEL CAVITY
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN LINTEL LOAD TABLE
SK6
DETAIL "S"DETAIL "R" DETAIL "T"
REINFORCING SCHEDULE & LOAD CAPACITIES
39483546(2) No. 4 PRECAST9'-2"10'-6"
PRESTRESSED18'-0"19'-4"
22'-0"
24'-0"
21'-4"
20'-0"
PRESTRESSED20'-8"
PRESTRESSED22'-8"
PRESTRESSED
PRESTRESSED
20'-0"
18'-8"
17'-4"
15'-4"
14'-8"
12'-6"
14'-0"13'-4"
12'-0"11'-4"
PRESTRESSED
PRESTRESSED
PRESTRESSED
16'-0"
14'-0"
13'-4"
11'-2"
12'-8"12'-0"
10'-8"10'-0"
PRECAST
PRECASTPRECAST
PRECASTPRECAST
1652
(2) No. 5(2) 7/16 strand +
(2) No. 5(2) 7/16 strand +
(2) No. 5(2) 7/16 strand +
(2) No. 5(2) 7/16 strand +
(2) No. 5
1256
1064
1341
1538
(2) 7/16 strand + (2) No. 4
(2) 7/16 strand + (2) No. 4
(2) 7/16 strand + (2) No. 4
(2) 7/16 strand + (2) No. 5 (2) No. 5 (2) No. 5 (2) No. 5 (2) No. 5
2079
2689
2951
2796
22812485
30203381
2796
22812485
30203381
6'-6"
8'-0"
9'-4"8'-4"
7'-8"7-6"
5'-10"5'-4"4'-8"4'-6"4'-0"3'-6"
PRECAST5'-2"
6'-8"
8'-0"7'-0"
6'-4"6'-2"
PRECAST
PRECASTPRECAST
PRECASTPRECAST
4'-6"4'-0"3'-4"3'-2"2'-8"2'-2"
PRECASTPRECASTPRECASTPRECASTPRECASTPRECAST
2'-10"
LENGTHLINTEL
1'-6"
SPANCLEAR
PRECAST
LINTEL TYPE
(2) No. 4
(2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4
(2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3
1000010000
6448
45915892
70867440
8101
52007113
940210000
7409910210000100001000010000
100001000010000100001000010000
8" X 28" COMPOSITE LINTELSSAFE WORKING LOADS (PLF)
(0)#5L (1)#5U
(2) No. 3
BOTTOM BARLINTEL STEEL
DETAIL 'R'10000
CAPACITY GRAVITY
10000DETAIL 'S'
(1)#5L (1)#5U CAPACITY GRAVITY
40692757
1585890
682
570
726
830
1326
1123
1382
1511
1117
1443
1583
1875
14581625
20532329
1857
2242
2409
2857
23282538
30893461
1000010000100001000010000100001000010000
8002
5030
35754594
55295806
100001000010000100001000010000
8468
53827410
9872
10000
DETAIL 'T'(1)#5L (2)#5U
CAPACITY UPLIFT
DETAIL 'R' & 'S'(1)#5L (1)#5U (0)#5L (1)#5U
CAPACITY UPLIFT
10000
WIRE / BAR LINTEL STEEL TOP
(2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE
(2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) D4.5 WIRE (2) D4.5 WIRE
1652
1256
1064
1341
1538
2079
2689
2951
NOMINAL WIDTHNOMINAL HEIGHT
P - PLAIN LINTEL/ S - SOLID LINTEL
QUANTITY OF #5 BAR AT
QUANTITY OF #5 BAR ATLOWER LINTEL CAVITY
TYPE DESIGNATION
UPPER LINTEL CAVITY
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN LINTEL LOAD TABLE
SK7
DETAIL "U" DETAIL "W"DETAIL "V"
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
LINTEL TYPE
24'-0"
22'-0"
22'-8"
20'-8"
20'-0"
21'-4"
19'-4"
18'-8"
20'-0"
18'-0"
17'-4"
15'-4"
14'-8"
16'-0"
14'-0"
13'-4"
14'-0"13'-4"12'-6"12'-0"11'-4"
12'-8"12'-0"11'-2"10'-8"10'-0"
6'-2"7-6"
8'-4"
10'-6"9'-4"
8'-0"7'-8"
7'-0"
9'-2"8'-0"
6'-8"6'-4"
6'-6"5'-10"5'-4"4'-8"4'-6"
5'-2"4'-6"4'-0"3'-4"3'-2"
LENGTHLINTEL
2'-10"
4'-0"3'-6"
1'-6"
2'-8"2'-2"
SPANCLEAR
(2) No. 5(2) 7/16 strand +
(2) No. 5(2) 7/16 strand +
(2) No. 5(2) 7/16 strand +
(2) No. 5(2) 7/16 strand +
(2) No. 5(2) 7/16 strand +
1250
1420
1737
1516
1865
(2) No. 4(2) 7/16 strand +
(2) No. 4(2) 7/16 strand +
(2) No. 4(2) 7/16 strand +
(2) No. 5 (2) No. 5 (2) No. 5 (2) No. 5 (2) No. 5
PRECASTPRECASTPRECASTPRECASTPRECAST
2346
3031
3326
22782535291931913615
658
787
1300
1551
959
839
1029
1778
1620
1869
26982961336936705348
1290
1666
1829
2210
2702
2919
16911884217423792699
28563137357238944424
8" X 32" COMPOSITE LINTELSSAFE WORKING LOADS (PLF)
(2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 4 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3
PRECAST
PRECAST
PRECASTPRECAST
PRECASTPRECAST
PRECASTPRECASTPRECASTPRECASTPRECAST
5748
4546
27253536
49785473
7924570070099576
10000(2) No. 3 (2) No. 3 (2) No. 3
BOTTOM BARLINTEL STEEL
PRECAST
PRECASTPRECAST
(0)#5L (1)#5U
10000
1000010000
DETAIL 'U'
CAPACITY GRAVITY
10000
7957
47986205
87069564
1000010000100001000010000
100006723
5320
31944141
58246402
10000
53227410
1000010000
926310000100001000010000
1000010000100001000010000
DETAIL 'U' & 'V'
(1)#5L (1)#5U
100001000010000
DETAIL 'V'
CAPACITY GRAVITY
(1)#5L (2)#5U
10000
1000010000
(1)#5L (1)#5U
10000
1000010000
DETAIL 'W'
(0)#5L (1)#5U CAPACITY UPLIFT
CAPACITY UPLIFT
REINFORCING SCHEDULE & LOAD CAPACITIES
WIRE / BAR LINTEL STEEL TOP
(2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE
(2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) D4.5 WIRE (2) D4.5 WIRE
1250
1420
1737
1516
1865
2346
3031
3326
NOMINAL WIDTHNOMINAL HEIGHT
P - PLAIN LINTEL/ S - SOLID LINTEL
QUANTITY OF #5 BAR AT
QUANTITY OF #5 BAR ATLOWER LINTEL CAVITY
TYPE DESIGNATION
UPPER LINTEL CAVITY
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN LINTEL LOAD TABLE
SK8
N.R. = Not Recommended100
184167138127
429417369257
651593544475
1037981772600
1624139611341100
3358263524591940
9235
N.R.N.R.
N.R.N.R.
988271N.R.
4624
N.R.
208213251041858810663
N.R.N.R.
222156132111
403392363318
583486
Total Length
Type
Precast4'-6"
Precast5'-10"Precast5'-4"Precast4-8"
2'-10" PrecastPrecast3'-6"Precast4'-0"
Precast7'-6"Precast6'-6"
Precast8'-0"7'-8" Precast
Precast9'-4"Precast8'-4"
11'-4" PrecastPrecast10'-6"
12'-6" PrecastPrecast12'-0"
14'-0" PrecastPrecast13'-4"
Prestressed15'-4"14-8" Prestressed
19'-4" Prestressed17'-4" Prestressed
8"x8"SOLID
24'-0" Prestressed22'-0" Prestressed21'-4" Prestressed20'-0" Prestressed
8"x8" PLAIN
8" X 8" LINTELSSAFE WORKING LATERAL LOADS (PLF)
NOMINAL WIDTHNOMINAL HEIGHT
P - PLAIN LINTEL/ S - SOLID LINTEL
QUANTITY OF #5 BAR AT
QUANTITY OF #5 BAR ATLOWER LINTEL CAVITY
TYPE DESIGNATION
UPPER LINTEL CAVITY
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN LINTEL LOAD TABLE
SK9
3000 PSI GROUT
75 8"
3. STANDARD FOR REINF. STEEL − ASTM A615
1. MINIMUM COVERAGE OF STEEL − 1.5"2. MIN. BEARING REQUIRED AT EA. END − 4"
(PLACED IN FIELD)
758"
112"
31 2"
31 8"
1"
2"
NOTES:
33 8" PER STRUCTURAL PLAN
7/32" STIRRUPS AT 4’−0" cc
BOTTOM BARSSEE SCHEDULE
(TIED OR WELDED)
MIN.
112"MIN.
(1) #5 CONTINUOUS REQ’D.
TOP LEG BARS:(SEE SCHEDULE)
2"
TYPICAL RECESS LINTEL SECTIONPRECAST CONCRETE
2"
GENERAL NOTES:1.) CODES
2.) CONCRETE:
3.) MASONRY:
4.) STRUCTURAL:
1.1 FLORIDA BUILDING CODE (2010, RESIDENTIAL) SECTIONS R402.2 & R606.
1.2 FLORIDA BUILDING CODE (2010 BUILDING) SECTIONS 1901.2 & 2107.
1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08).
1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10).
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE-CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP
2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
2.3 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.2.4 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.2.5 D4.5 WIRE PER ASTM A496.
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08.
3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.3.3 MORTAR SHALL BE TYPE S.
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2010, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2010, BUILDING) SECTION 2104.1.5
4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT
1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3
4.3 LINTELS THAT ARE GREATER THAN 14'-O" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT.
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
GENERAL NOTES & DETAILS
SK10
DETAIL 'DB' & 'DC'
LENGTHTOTAL
BOTTOM BAR LINTEL TYPE
SPANCLEAR LINTEL STEEL
DETAIL 'DB'
#5 (1) U (0) LSOLID
GRAVITY SAFE LOAD
DETAIL 'DA'
PLAIN
DETAIL 'DC'
SOLIDWIRE / BAR LINTEL STEEL TOP
(2) No. 3
SIZEDOOR
#5 (1) U (1) LSOLID
UPLIFT SAFE LOAD
#5 (1) U (0) L#5 (1) U (1) L #5 (2) U (1) L
SOLID
DETAIL 'DD'
2'-4"3'-8" 2'-0" PRECAST (2) D4.5 WIRE 1919 2143 2143 1753 1753
(2) No. 3 2'-8"4'-0" 2'-4" PRECAST (2) D4.5 WIRE 1597 1801 1801 1483 1483
(2) No. 3 2'-10"4'-2" 2'-6" PRECAST (2) D4.5 WIRE 1473 1668 1668 1376 1376
(2) No. 3 3'-0"4'-4" 2'-8" PRECAST (2) D4.5 WIRE 1367 1553 1553 1284 1284
(2) No. 3 3'-4"4'-8" 3'-0" PRECAST (2) D4.5 WIRE 1194 1363 1363 1131 1131
(2) No. 3 4'-4"5'-8" 4'-0" PRECAST (2) D4.5 WIRE 864 995 995 831 831
(2) No. 4 5'-4"6'-8" 5'-0" PRECAST (2) D4.5 WIRE 662 816 816 650 654
(2) No. 4 6'-4"7'-8" 6'-0" PRECAST (2) D4.5 WIRE 542 669 669 462 537
(2) No. 4 8'-4"9'-8" 8'-0" PRECAST (2) D4.5 WIRE 396 489 489 261 393
GRAVITY & UPLIFT SAFE LOADS (PLF)8"x8" RECESS DOOR HEADER
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN RECESS DOOR HEADER LOAD TABLE
SK11
DETAIL 'DE' & 'DF'
GRAVITY & UPLIFT SAFE LOADS (PLF)
LENGTHTOTAL
BOTTOM BAR
8"x12" RECESS DOOR HEADER
LINTEL TYPESPAN
CLEAR LINTEL STEEL
DETAIL 'DF'
#5 (1) U (0) LSOLID
GRAVITY SAFE LOAD
DETAIL 'DE'
PLAINSOLIDWIRE / BAR
LINTEL STEEL TOP
(2) No. 3
SIZEDOOR UPLIFT SAFE LOAD
#5 (1) U (0) L#5 (1) U (1) L
#5 (2) U (1) LSOLID
DETAIL 'DG'
2'-4"3'-8" 2'-0" PRECAST (2) D4.5 WIRE 3764 6455 5637 5637
(2) No. 3 2'-8"4'-0" 2'-4" PRECAST (2) D4.5 WIRE 2970 4965 4401 4401
(2) No. 3 2'-10"4'-2" 2'-6" PRECAST (2) D4.5 WIRE 2654 4449 3965 3965
(2) No. 3 3'-0"4'-4" 2'-8" PRECAST (2) D4.5 WIRE 2400 4030 3607 3607
(2) No. 3 3'-4"4'-8" 3'-0" PRECAST (2) D4.5 WIRE 1966 3390 3053 3053
(2) No. 3 4'-4"5'-8" 4'-0" PRECAST (2) D4.5 WIRE 1193 2290 2085 2085
(2) No. 4 5'-4"6'-8" 5'-0" PRECAST (2) D4.5 WIRE 1764 1763 1578 1578
(2) No. 4 6'-4"7'-8" 6'-0" PRECAST (2) D4.5 WIRE 1409 1409 1188 1267
(2) No. 4 8'-4"9'-8" 8'-0" PRECAST (2) D4.5 WIRE 1000 1000 686 903
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN RECESS DOOR HEADER LOAD TABLE
SK12
DETAIL 'DH' & 'DJ'
LENGTHTOTAL
BOTTOM BAR LINTEL TYPE
SPANCLEAR LINTEL STEEL
DETAIL 'DJ'
#5 (1) U (1) LSOLID
GRAVITY SAFE LOAD
DETAIL 'DH'
SOLIDWIRE / BAR LINTEL STEEL TOP
(2) No. 3
SIZEDOOR UPLIFT SAFE LOAD
#5 (1) U (0) L#5 (1) U (1) L
#5 (2) U (1) LSOLID
DETAIL 'DK'
2'-4"3'-8" 2'-0" PRECAST (2) D4.5 WIRE 5713 10000 10000 10000
(2) No. 3 2'-8"4'-0" 2'-4" PRECAST (2) D4.5 WIRE 4511 10000 9686 10000
(2) No. 3 2'-10"4'-2" 2'-6" PRECAST (2) D4.5 WIRE 4032 10000 8687 9503
(2) No. 3 3'-0"4'-4" 2'-8" PRECAST (2) D4.5 WIRE 3647 9133 7835 8173
(2) No. 3 3'-4"4'-8" 3'-0" PRECAST (2) D4.5 WIRE 2990 7025 6382 6382
(2) No. 3 4'-4"5'-8" 4'-0" PRECAST (2) D4.5 WIRE 1819 4139 3839 3839
(2) No. 4 5'-4"6'-8" 5'-0" PRECAST (2) D4.5 WIRE 2976 2976 2676 2737
(2) No. 4 6'-4"7'-8" 6'-0" PRECAST (2) D4.5 WIRE 2292 2292 1918 2121
(2) No. 4 8'-4"9'-8" 8'-0" PRECAST (2) D4.5 WIRE 1563 1563 1113 1455
#5 (1) U (0) LSOLID
GRAVITY & UPLIFT SAFE LOADS (PLF)8"x16" RECESS DOOR HEADER
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN RECESS DOOR HEADER LOAD TABLE
SK13
DETAIL 'DL' & 'DM'
GRAVITY & UPLIFT SAFE LOADS (PLF)
LENGTHTOTAL
BOTTOM BAR
8"x20" RECESS DOOR HEADER
LINTEL TYPESPAN
CLEAR LINTEL STEEL
DETAIL 'DM'
#5 (1) U (1) LSOLID
GRAVITY SAFE LOAD
DETAIL 'DL'
SOLIDWIRE / BAR LINTEL STEEL TOP
(2) No. 3
SIZEDOOR UPLIFT SAFE LOAD
#5 (1) U (0) L#5 (1) U (1) L
#5 (2) U (1) LSOLID
DETAIL 'DN'
2'-4"3'-8" 2'-0" PRECAST (2) D4.5 WIRE 7665 10000 10000 10000
(2) No. 3 2'-8"4'-0" 2'-4" PRECAST (2) D4.5 WIRE 6054 10000 8442 10000
(2) No. 3 2'-10"4'-2" 2'-6" PRECAST (2) D4.5 WIRE 5413 10000 7552 10000
(2) No. 3 3'-0"4'-4" 2'-8" PRECAST (2) D4.5 WIRE 4897 10000 6836 10000
(2) No. 3 3'-4"4'-8" 3'-0" PRECAST (2) D4.5 WIRE 4017 10000 5613 10000
(2) No. 3 4'-4"5'-8" 4'-0" PRECAST (2) D4.5 WIRE 2448 7050 3434 6540
(2) No. 4 5'-4"6'-8" 5'-0" PRECAST (2) D4.5 WIRE 4569 4569 2302 4235
(2) No. 4 6'-4"7'-8" 6'-0" PRECAST (2) D4.5 WIRE 3338 3338 1640 3122
(2) No. 4 8'-4"9'-8" 8'-0" PRECAST (2) D4.5 WIRE 2158 2158 936 2036
#5 (1) U (0) LSOLID
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN RECESS DOOR HEADER LOAD TABLE
SK14
DETAIL 'D0' & 'DP'
LENGTHTOTAL
BOTTOM BAR LINTEL TYPE
SPANCLEAR LINTEL STEEL
DETAIL 'DP'
#5 (1) U (1) LSOLID
GRAVITY SAFE LOAD
DETAIL 'DO'
SOLIDWIRE / BAR LINTEL STEEL TOP
(2) No. 3
SIZEDOOR UPLIFT SAFE LOAD
#5 (1) U (0) L#5 (1) U (1) L
#5 (2) U (1) LSOLID
DETAIL 'DQ'
2'-4"3'-8" 2'-0" PRECAST (2) D4.5 WIRE 9620 10000 10000 10000
(2) No. 3 2'-8"4'-0" 2'-4" PRECAST (2) D4.5 WIRE 7599 10000 10000 10000
(2) No. 3 2'-10"4'-2" 2'-6" PRECAST (2) D4.5 WIRE 6796 10000 9505 10000
(2) No. 3 3'-0"4'-4" 2'-8" PRECAST (2) D4.5 WIRE 6149 10000 8604 10000
(2) No. 3 3'-4"4'-8" 3'-0" PRECAST (2) D4.5 WIRE 5044 10000 7066 10000
(2) No. 3 4'-4"5'-8" 4'-0" PRECAST (2) D4.5 WIRE 3077 10000 4325 10000
(2) No. 4 5'-4"6'-8" 5'-0" PRECAST (2) D4.5 WIRE 3765 7387 2901 6831
(2) No. 4 6'-4"7'-8" 6'-0" PRECAST (2) D4.5 WIRE 2693 4979 2069 4671
(2) No. 4 8'-4"9'-8" 8'-0" PRECAST (2) D4.5 WIRE 1552 2996 1183 2844
#5 (1) U (0) LSOLID
GRAVITY & UPLIFT SAFE LOADS (PLF)8"x24" RECESS DOOR HEADER
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN RECESS DOOR HEADER LOAD TABLE
SK15
DETAIL 'DR' & 'DS'
LENGTHTOTAL
BOTTOM BAR LINTEL TYPE
SPANCLEAR LINTEL STEEL
DETAIL 'DS'
#5 (1) U (1) LSOLID
GRAVITY SAFE LOAD
DETAIL 'DR'
SOLIDWIRE / BAR LINTEL STEEL TOP
(2) No. 3
SIZEDOOR UPLIFT SAFE LOAD
#5 (1) U (0) L#5 (1) U (1) L
#5 (2) U (1) LSOLID
DETAIL 'DT'
2'-4"3'-8" 2'-0" PRECAST (2) D4.5 WIRE 10000 10000 10000 10000
(2) No. 3 2'-8"4'-0" 2'-4" PRECAST (2) D4.5 WIRE 9146 10000 10000 10000
(2) No. 3 2'-10"4'-2" 2'-6" PRECAST (2) D4.5 WIRE 8179 10000 10000 10000
(2) No. 3 3'-0"4'-4" 2'-8" PRECAST (2) D4.5 WIRE 7402 10000 10000 10000
(2) No. 3 3'-4"4'-8" 3'-0" PRECAST (2) D4.5 WIRE 6073 10000 8519 10000
(2) No. 3 4'-4"5'-8" 4'-0" PRECAST (2) D4.5 WIRE 3707 10000 5218 10000
(2) No. 4 5'-4"6'-8" 5'-0" PRECAST (2) D4.5 WIRE 4544 10000 3503 10000
(2) No. 4 6'-4"7'-8" 6'-0" PRECAST (2) D4.5 WIRE 3252 7313 2500 6841
(2) No. 4 8'-4"9'-8" 8'-0" PRECAST (2) D4.5 WIRE 1878 3974 1433 3784
#5 (1) U (0) LSOLID
GRAVITY & UPLIFT SAFE LOADS (PLF)8"x28" RECESS DOOR HEADER
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN RECESS DOOR HEADER LOAD TABLE
SK16
DETAIL 'DU' & 'DV'
LENGTHTOTAL
BOTTOM BAR LINTEL TYPE
SPANCLEAR LINTEL STEEL
DETAIL 'DV'
#5 (1) U (1) LSOLID
GRAVITY SAFE LOAD
DETAIL 'DU'
SOLIDWIRE / BAR LINTEL STEEL TOP
(2) No. 3
SIZEDOOR UPLIFT SAFE LOAD
#5 (1) U (0) L#5 (1) U (1) L
#5 (2) U (1) LSOLID
DETAIL 'DW'
2'-4"3'-8" 2'-0" PRECAST (2) D4.5 WIRE 10000 10000 10000 10000
(2) No. 3 2'-8"4'-0" 2'-4" PRECAST (2) D4.5 WIRE 10000 10000 10000 10000
(2) No. 3 2'-10"4'-2" 2'-6" PRECAST (2) D4.5 WIRE 9563 10000 10000 10000
(2) No. 3 3'-0"4'-4" 2'-8" PRECAST (2) D4.5 WIRE 8654 10000 10000 10000
(2) No. 3 3'-4"4'-8" 3'-0" PRECAST (2) D4.5 WIRE 7102 10000 9975 10000
(2) No. 3 4'-4"5'-8" 4'-0" PRECAST (2) D4.5 WIRE 4336 10000 6110 10000
(2) No. 4 5'-4"6'-8" 5'-0" PRECAST (2) D4.5 WIRE 5323 10000 4103 10000
(2) No. 4 6'-4"7'-8" 6'-0" PRECAST (2) D4.5 WIRE 3810 10000 2929 9691
(2) No. 4 8'-4"9'-8" 8'-0" PRECAST (2) D4.5 WIRE 2202 5434 1680 5174
#5 (1) U (0) LSOLID
GRAVITY & UPLIFT SAFE LOADS (PLF)8"x32" RECESS DOOR HEADER
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN RECESS DOOR HEADER LOAD TABLE
SK17
LENGTHTOTAL
BOTTOM BAR LINTEL TYPE
SPANCLEAR LINTEL STEEL
DETAIL 'DB'
SOLID
LATERAL SAFE LOAD
DETAIL 'DA'
WIRE / BAR LINTEL STEEL TOP
(2) No. 3
SIZEDOOR
2'-4"3'-8" 2'-0" PRECAST (2) D4.5 WIRE 1640 1790
(2) No. 3 2'-8"4'-0" 2'-4" PRECAST (2) D4.5 WIRE 1386 1410
(2) No. 3 2'-10"4'-2" 2'-6" PRECAST (2) D4.5 WIRE 1259 1259
(2) No. 3 3'-0"4'-4" 2'-8" PRECAST (2) D4.5 WIRE 1137 1137
(2) No. 3 3'-4"4'-8" 3'-0" PRECAST (2) D4.5 WIRE 929 929
(2) No. 3 4'-4"5'-8" 4'-0" PRECAST (2) D4.5 WIRE 559 559
(2) No. 4 5'-4"6'-8" 5'-0" PRECAST (2) D4.5 WIRE 606 1097
(2) No. 4 6'-4"7'-8" 6'-0" PRECAST (2) D4.5 WIRE 498 863
(2) No. 4 8'-4"9'-8" 8'-0" PRECAST (2) D4.5 WIRE 294 510
PLAIN
LATERAL SAFE LOADS (PLF)8"x8" RECESS DOOR HEADER
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
8 IN RECESS DOOR HEADER LOAD TABLE
SK18
OPTIONAL #5B, (2) #5B SIM.
"B" BARS - SEE SCHEDULE
"A" BARS (MAIN REINFORCEMENT)
(TIED OR WELDED)7/32" STIRRUPS AT 4'-0" c-c
(2) #5T (SIM.)
SEE SCHEDULE
OPTIONAL #5T,
TOP LEG BARS:(SEE SCHEDULE)
3. STANDARD FOR REINF. STEEL - ASTM A615
1. MINIMUM COVERAGE OF STEEL - 1.5"2. MIN. BEARING REQUIRED AT EA. END - 4"
NOTES:
TYPICAL LINTEL SECTIONPRECAST CONCRETE
GENERAL NOTES:1.) CODES
2.) CONCRETE:
3.) MASONRY:
4.) STRUCTURAL:
1.1 FLORIDA BUILDING CODE (2010, RESIDENTIAL) SECTIONS R402.2 & R606.
1.2 FLORIDA BUILDING CODE (2010 BUILDING) SECTIONS 1901.2 & 2107.
1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08).
1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10).
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE-CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE-CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP
2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.2.6 D4.5 WIRE PER ASTM A496.
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08.
3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.3.3 MORTAR SHALL BE TYPE S.
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2010, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2010, BUILDING) SECTION 2104.1.5
4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT
1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3
4.3 LINTELS THAT ARE GREATER THAN 14'-O" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT.
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
GENERAL NOTES & DETAILS - 12 IN LINTEL
SK19
LINTEL CLEAR LINTEL TOPTOTAL SPAN TYPE REINF. PLAIN (1)U & (0)L (1)U & (1)L (1)U & (0)L (2)U & (1)L
LENGTH A B DETAIL A DETAIL B DETAIL C (1)U & (1)L DETAIL DBARS BARS DETAIL B&C
2'-10" 1'-6" PRECAST (3) #3 None 9465 10000 10000 9947 100003'-6" 2'-2" PRECAST (3) #3 None 4087 6826 6826 5792 77854'-0" 2'-8" PRECAST (3) #3 None 2860 4878 4878 4169 54754'-6" 3'-2" PRECAST (3) #3 None 2196 3789 3789 3138 42165'-4" 4'-0" PRECAST (3) #3 None 1580 2755 2755 2098 3041
5'-10" 4'-6" PRECAST (3) #3 None 1351 2364 2364 1701 26026'-4" 5'-0" PRECAST (3) #3 None 1179 2069 2069 1404 22726'-8" 5'-4" PRECAST (3) #3 None 1086 1909 1909 1246 20947'-6" 6'-2" PRECAST (3) #5 None 883 1658 1658 947 17498'-4" 7'-0" PRECAST (3) #5 None 757 1422 1422 741 15009'-4" 8'-0" PRECAST (3) #5 None 645 1213 1213 567 1161
10'-6" 9'-2" PRECAST (3) #5 None 549 1032 1032 427 88911'-4" 10'-0" PRECAST (3) #5 (2) #3 (2) #3 496 940 940 354 74612'-6" 11'-2" PRECAST (3) #5 (2) #3 (2) #3 436 826 826 276 59513'-4" 12'-0" PRECAST (3) #5 (2) #3 (2) #3 400 759 759 234 51214'-0" 12'-8" PRECAST (3) #5 (2) #3 (2) #3 376 713 713 206 45714'-8" 13'-4" PRECAST (3) #5 (2) #3 (2) #3 354 672 672 181 40915'-4" 14'-0" PRECAST (3) #5 (2) #3 (2) #3 334 634 634 160 36717'-4" 16'-0" PRECAST (3) #5 (2) #3 (2) #3 280 421 455 110 271
N.R.- NOT RECOMMENDED
BOTTOMREINFORCEMENT
GRAVITY SAFE LOAD UPLIFT SAFE LOAD
(2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE
(2) D4.5 WIRE (2) D4.5 WIRE
REINFORCING SCHEDULE & LOAD CAPACITIESSAFE WORKING LOADS (PLF)
12" x 8" LINTELS
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
12 IN LINTEL LOAD TABLE
SK20
N.R.- NOT RECOMMENDED
LINTEL CLEAR LINTEL TOPTOTAL SPAN TYPE REINF. (1)U & (0)L (1)U & (1)L (1)U & (0)L (2)U & (1)L
LENGTH A B DETAIL E DETAIL F (1)U & (1)L DETAIL GBARS BARS DETAIL E&F
2'-10" 1'-6" PRECAST (3) #3 None 10000 10000 10000 100003'-6" 2'-2" PRECAST (3) #3 None 10000 10000 10000 100004'-0" 2'-8" PRECAST (3) #3 None 10000 10000 10000 100004'-6" 3'-2" PRECAST (3) #3 None 10000 10000 7590 100005'-4" 4'-0" PRECAST (3) #3 None 8321 10000 5087 10000
5'-10" 4'-6" PRECAST (3) #3 None 6769 8252 4130 82566'-4" 5'-0" PRECAST (3) #3 None 5610 6742 3416 68546'-8" 5'-4" PRECAST (3) #3 None 4992 6006 3036 61027'-6" 6'-2" PRECAST (3) #5 None 4806 4806 2317 46808'-4" 7'-0" PRECAST (3) #5 None 3942 3942 1819 36979'-4" 8'-0" PRECAST (3) #5 None 3237 3237 1400 2870
10'-6" 9'-2" PRECAST (3) #5 None 2673 2673 1064 220511'-4" 10'-0" PRECAST (3) #5 (2) #3 2382 2382 888 185912'-6" 11'-2" PRECAST (3) #5 (2) #3 2056 2056 702 149113'-4" 12'-0" PRECAST (3) #5 (2) #3 1871 1871 600 128814'-0" 12'-8" PRECAST (3) #5 (2) #3 1745 1745 531 115214'-8" 13'-4" PRECAST (3) #5 (2) #3 1633 1633 472 103515'-4" 14'-0" PRECAST (3) #5 (2) #3 1534 1534 420 93417'-4" 16'-0" PRECAST (3) #5 (2) #3 1296 1296 302 700
BOTTOMREINFORCEMENT
GRAVITY SAFE LOAD UPLIFT SAFE LOAD
(2) #3
(2) #3
(2) #3(2) #3
(2) #3(2) #3
(2) #3
(2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE
(2) D4.5 WIRE (2) D4.5 WIRE
REINFORCING SCHEDULE & LOAD CAPACITIESSAFE WORKING LOADS (PLF)
12" x 16" LINTELS
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23
12 IN LINTEL LOAD TABLE
SK21
N.R.- NOT RECOMMENDED
REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF)
12" x 24" LINTELSLINTEL CLEAR LINTEL TOPTOTAL SPAN TYPE REINF. (1)U & (0)L (1)U & (1)L (1)U & (0)L (2)U & (1)L
LENGTH A B DETAIL H DETAIL J (1)U & (1)L DETAIL KBARS BARS DETAIL H&J
2'-10" 1'-6" PRECAST (3) #3 None 10000 10000 10000 100003'-6" 2'-2" PRECAST (3) #3 None 10000 10000 10000 100004'-0" 2'-8" PRECAST (3) #3 None 10000 10000 10000 100004'-6" 3'-2" PRECAST (3) #3 None 10000 10000 10000 100005'-4" 4'-0" PRECAST (3) #3 None 10000 10000 8084 10000
5'-10" 4'-6" PRECAST (3) #3 None 10000 10000 6569 100006'-4" 5'-0" PRECAST (3) #3 None 8902 10000 5437 100006'-8" 5'-4" PRECAST (3) #3 None 7925 10000 4834 97297'-6" 6'-2" PRECAST (3) #5 None 10000 10000 3694 74688'-4" 7'-0" PRECAST (3) #5 None 7974 7974 2905 59039'-4" 8'-0" PRECAST (3) #5 None 6131 6131 2242 4588
10'-6" 9'-2" PRECAST (3) #5 None 4817 4817 1709 353211'-4" 10'-0" PRECAST (3) #5 (2) #3 4184 4184 1431 298012'-6" 11'-2" PRECAST (3) #5 (2) #3 3516 3516 1136 239413'-4" 12'-0" PRECAST (3) #5 (2) #3 3153 3153 973 207114'-0" 12'-8" PRECAST (3) #5 (2) #3 2911 2911 864 185514'-8" 13'-4" PRECAST (3) #5 (2) #3 2701 2701 770 167015'-4" 14'-0" PRECAST (3) #5 (2) #3 2519 2519 689 150817'-4" 16'-0" PRECAST (3) #5 (2) #3 2090 2090 501 1136
BOTTOMREINFORCEMENT
GRAVITY SAFE LOAD UPLIFT SAFE LOAD
(2) D4.5 WIRE (2) D4.5 WIRE
(2) #3(2) #3
(2) #3(2) #3(2) #3
(2) #3(2) #3
(2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE
(2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE
(2) D4.5 WIRE (2) D4.5 WIRE
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23SK22
12 IN LINTEL LOAD TABLE
N.R.- NOT RECOMMENDED
REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF)
12" x 32" LINTELS
LINTEL CLEAR LINTEL TOPTOTAL SPAN TYPE REINF. (1)U & (0)L (1)U & (1)L (1)U & (0)L (2)U & (1)L
LENGTH A B DETAIL L DETAIL M (1)U & (1)L DETAIL NBARS BARS DETAIL L&M
2'-10" 1'-6" PRECAST (3) #3 None 10000 10000 10000 100003'-6" 2'-2" PRECAST (3) #3 None 10000 10000 10000 100004'-0" 2'-8" PRECAST (3) #3 None 10000 10000 10000 100004'-6" 3'-2" PRECAST (3) #3 None 10000 10000 10000 100005'-4" 4'-0" PRECAST (3) #3 None 10000 10000 10000 10000
5'-10" 4'-6" PRECAST (3) #3 None 10000 10000 9010 100006'-4" 5'-0" PRECAST (3) #3 None 10000 10000 7459 100006'-8" 5'-4" PRECAST (3) #3 None 10000 10000 6634 100007'-6" 6'-2" PRECAST (3) #5 None 10000 10000 5072 100008'-4" 7'-0" PRECAST (3) #5 None 10000 10000 3992 81149'-4" 8'-0" PRECAST (3) #5 None 10000 10000 3084 6310
10'-6" 9'-2" PRECAST (3) #5 None 8293 8293 2355 486111'-4" 10'-0" PRECAST (3) #5 (2) #3 6918 6918 1974 410312'-6" 11'-2" PRECAST (3) #5 (2) #3 5590 5590 1569 330013'-4" 12'-0" PRECAST (3) #5 (2) #3 4909 4909 1347 285714'-0" 12'-8" PRECAST (3) #5 (2) #3 4470 4470 1198 256014'-8" 13'-4" PRECAST (3) #5 (2) #3 4100 4100 1069 230515'-4" 14'-0" PRECAST (3) #5 (2) #3 3786 3786 958 208417'-4" 16'-0" PRECAST (3) #5 (2) #3 3069 3069 700 1573
BOTTOMREINFORCEMENT
GRAVITY SAFE LOAD UPLIFT SAFE LOAD
(2) D4.5 WIRE
(2) #3(2) #3(2) #3
(2) D4.5 WIRE
(2) D4.5 WIRE (2) D4.5 WIRE
(2) D4.5 WIRE (2) D4.5 WIRE
(2) #3(2) #3
(2) #3(2) #3
(2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE (2) D4.5 WIRE
(2) D4.5 WIRE (2) D4.5 WIRE
SAMUEL A.GREENBERG, P.E.#34245
THUY H. HUYNH,P.E. #60122
IRWIN J. BENSON,P.E. #49758
ENGINEER SEAL
SHEET NO.
DATE ISSUED:
DRAWN BY:
JOB NO.:
REVIEWED BY:
07.12.12
320298
P.O. BOX 3400Apollo Beach,Florida 33572 Phone:813.645.0166Fax: 813.645.9698www.danscoengineering.comCA 25948
DATE DESCRIPTIONREVISION:
AR
TH
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�
of 23SK23
12 IN LINTEL LOAD TABLE