3000 PSI GROUT 7 5 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) 7 5 8 " 1 1 2 " 1 1 2 " 5 1 8 " 1" 2" NOTES: 5 3 8 " PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc BOTTOM BARS SEE SCHEDULE (TIED OR WELDED) MIN. 1 1 2 " MIN. (1) #5 CONTINUOUS REQ'D. TOP LEG BARS: (SEE SCHEDULE) 2" TYPICAL LINTEL SECTION PRECAST 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 ksi 2.4 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 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineering.com CA 25948 DATE DESCRIPTION REVISION: AR TH 2012-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. of 23 GENERAL NOTES & DETAILS 8 IN LINTEL SK1
23
Embed
TYPICAL LINTEL SECTION PRECAST CONCRETE 2010 Safe Loads.pdf1.3 building code requirements for reinforced concrete (aci 318-08). 1.4 american society of civil engineers minimum ...
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
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).
2.2 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.
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�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)
�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
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�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)
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�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)
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�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.
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�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).
2.2 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.
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.
�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)
�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)
�2012-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCOENGINEERING, LLC AND THE CLIENT ON THISPROJECT. ANY REPRODUCTION ORUNAUTHORIZED USE IS PROHIBITED.