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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
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Page 1: 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 ...

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

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Page 2: 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 ...

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

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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.

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8 IN LINTEL LOAD TABLE

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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

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Page 5: 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 ...

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.

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Page 6: 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 ...

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.

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Page 7: 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 ...

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

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Page 8: 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 ...

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

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Page 9: 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 ...

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

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Page 10: 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 ...

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:

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REVIEWED BY:

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320298

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of 23

GENERAL NOTES & DETAILS

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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

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Page 12: 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 ...

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

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Page 13: 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 ...

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

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Page 14: 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 ...

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

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Page 15: 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 ...

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

Page 16: 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 ...

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.

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8 IN RECESS DOOR HEADER LOAD TABLE

SK16

Page 17: 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 ...

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

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Page 18: 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 ...

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.

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Page 19: 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 ...

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.

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GENERAL NOTES & DETAILS - 12 IN LINTEL

SK19

Page 20: 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 ...

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

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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

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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

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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