Florida · 3000psi - Powers Steel & Wire · 2017-10-18 · from top of all lintel designs and in...

888.525.0108 • www.PowersSteel.com/Lintels

L2 Lintel EngineeringPS8 • 16ga.

October 2017

Florida · 3000psi


By:

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0560

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0570

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"42

0542

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4350

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8158

8167

2067

2075

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5892

3592

353'

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4'-0

"33

1633

1639

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7446

3246

3252

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6372

634'

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"29

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2235

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6752

6764

3164

314'

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5325

5330

5630

5635

5935

5940

6240

6245

6545

6555

7155

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5719

5725

4625

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6329

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8037

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3146

3154

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646'

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3222

3225

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6029

6033

2433

2440

5240

5247

8047

807'

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4219

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8319

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8217

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2820

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6722

6822

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6926

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669

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7813

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#5 b

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"


By:

sw

sP

S8

Lint

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WIT

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L2)

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lock

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gcs

LIN

TEL

LOA

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AB

LE (I

N P

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ND

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LIN

EA

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Gra

vity

Loa

d Ta

ble

3000

psi g

rout

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LL L

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DS

AR

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PER

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---

SPA

NPS

8-8"

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8"PS

8-12

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8-20

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271

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211

457

272

594

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32'-0

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34'-0

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than

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top&

bott.


NOTES: PS8(L-2) Gravity – 16 Gage 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13.

PRODUCT NAME (PATENT NO. 5465538); PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED COIL STEEL AS MANUFACTURED BY POWERS STEEL AND WIRE PRODUCTS, INC. STEEL GRADE SHALL BE ASTM A570 GRADE C (FY = 40 ksi). SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON-CURED MASONRY GROUT. ALL LINTELS GREATER THAN 18'-0" ARE BUILT WITH 1/2" CAMBER. LINTEL TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS HAVING MINIMUM f’m AS SHOWN. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR SHALL BE UNPAINTED AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND. BEARING EACH END SHALL BE 3" +/- 1/2". BEARING SHALL BE ON A MINIMUM 8" DEEP GROUTED CELL PER THE STANDARD BUILDING CODE. f’m = 1500 psi. MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N. GROUT = 3,000 psi. SLUMP RANGE: 8" TO 11". ROD OR VIBRATE GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS). GROUT SHALL COMPLY WITH ASTM C476-83 AND BE EITHER COARSE OR FINE GROUT. MORTAR: TYPE “S” OR TYPE “M” 1800 psi. TOP REINFORCING OR TOP OF WALL REINFORCING, IS REQUIRED BY CODES TO PROVIDE A CONTINUOUS TIE AROUND A STRUCTURE AND TO PROVIDE FOR UPLIFT RESISTANCE AT LINTELS. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS. LIMITATIONS: THE LINTELS SHALL NOT EXCEED THE ALLOWABLE DESIGN LOADS AND SPANS SHOWN IN THIS REPORT. THE LINTELS SHALL NOT BE USED IN A FIRE RESISTANCE RATED ASSEMBLY UNLESS A TEST REPORT DOCUMENTING FIRE RESISTANCE IS SUBMITTED TO THE BUILDING OFFICIAL. A PROPER BARRIER IS REQUIRED WHEN USING CORROSIVE LUMBER PRODUCTS IN CONTACT WITH THE STEEL LINTELS. A PROPER BARRIER WOULD BE A POLYETHYLENE BARRIER WITH A 10 MIL THICKNESS OR TO MAINTAIN A MIN. 1/4" SPACING BETWEEN THE CORROSIVE LUMBER AND STEEL LINTEL. NOT FOR USE IN THE HVHZ IN MIAMI OR BROWARD COUNTIES AT THIS TIME. MIAMI DADE COMPLIANCE IS BEING SOUGHT. DEFLECTION LIMITS ARE SET TO L/600 FOR ALL LOADS SHOWN ABOVE THE DARKENED SOLID LINE. DEFLECTION LIMITS ARE SET TO L/360 [LIVE LOAD] AND L/240 [DEAD + LIVE LOAD] FOR ALL LOADS SHOWN BELOW DARKENED SOLID LINE, EXCEPT 8" COMPOSITE LINTELS WHICH ARE SET TO L/240 [LIVE LOAD] AND L/180 [DEAD + LIVE LOAD]. ALL LOADS SHOWN IN TABLES ARE SUPERIMPOSED LOADS. TABLES ARE DATED 10/2017 AND CLEARLY INDICATE SUPERIMPOSED LOADS

14. 15. 16. 17. 18.

A #5 REINFORCING BAR(S) GRADE 40 IS TO SET APPROX. 1-1/2" FROM TOP OF ALL LINTEL DESIGNS AND IN SOME CASES ON THE BOTTOM OF LINTEL AS SHOWN ON LOAD TABLES. TOP HORIZONTAL REINFORCEMENT IS TO BE A CONTINUOUS TIE AS NOTED IN NOTE #9. IN THE CASE THAT THE LINTEL IS NOT WITHIN A COMPOSITE BOND BEAM SYSTEM, TOP HORIZONTAL REINFORCEMENT IS TO EXTEND 2'-0" PAST INSIDE OF JAMBS. MANUFACTURER: POWERS STEEL

4118 E. ELWOOD PHOENIX, AZ 85040 PH# (602) 437-1160 FAX# (602) 437-5409

TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING:

+ FLORIDA BUILDING CODE – 2017 (SIXTH EDITION) + NASPEC / AISI LIGHT GAGE COLD FORMED STEEL DESIGN - 2012 + ACI 530-13/ASCE 5-13/TMS 402-13

TECHNICAL ASSISTANCE IS AVAILABLE FROM THE MANUFACTURER ON SPECIAL DESIGN CONCERNS OR LINTEL DEPTHS DIFFERENT THAN THOSE SHOWN IN THE LOAD TABLES. STRUCTURAL ENGINEER FOR THESE LINTELS IS: S.E. CONSULTANTS, INC. 5800 E. THOMAS RD. SUITE 104 SCOTTSDALE, AZ 85251 PHONE (480) 946-2010 FAX (480) 946-1909 IF AN INSPECTOR, CONTRACTOR, SUBCONTRACTOR, OR PLANS EXAMINER HAS ANY TECHNICAL QUESTIONS PLEASE CALL. INSTALLATION: POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION PRACTICES, SET TO PROPER LINE AND LEVEL, PLUMB AND TRUE, AND IN CORRECT RELATION TO OTHER WORK.

PS8(L-2) STEEL LINTELS

NOTE: NO SCALE 16 GAGE IS .060 INCHES THICK.


By:

sw

sP

S8

Lint

els

WIT

HO

UT

STI

RR

UP

S

(L2)

Dat

e:

10/2

017

8" in

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lock

wid

thch

k:

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LIN

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7855

2760

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7070

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"26

9826

9832

8233

5438

1439

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5363

8066

8870

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613'

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4'-0

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5721

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5726

9927

8629

8730

9635

1736

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5616

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By:

sw

sP

S8

Lint

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WIT

HO

UT

STI

RR

UP

S

(L2)

Dat

e:

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017

8" in

ch b

lock

wid

thch

k:

gcs

LIN

TEL

LOA

D T

AB

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LIN

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PS8-

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PS8-

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PS8-

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28'-0

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5052

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32'-0

"

34'-0

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22'-8

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22'-8

"


NOTES: PS8(L-2) Lateral/Uplift – 16 Gage 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13.

PRODUCT NAME (PATENT NO. 5465538); PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED COIL STEEL AS MANUFACTURED BY POWERS STEEL AND WIRE PRODUCTS, INC. STEEL GRADE SHALL BE ASTM A570 GRADE C (FY = 40 ksi). SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON-CURED MASONRY GROUT. ALL LINTELS GREATER THAN 18'-0" ARE BUILT WITH 1/2" CAMBER. LINTEL TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS HAVING MINIMUM f’m AS SHOWN. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR SHALL BE UNPAINTED AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND. BEARING EACH END SHALL BE 3" +/- 1/2". BEARING SHALL BE ON A MINIMUM 8" DEEP GROUTED CELL PER THE STANDARD BUILDING CODE. f’m = 1500 psi. MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N. GROUT = 3,000 psi. SLUMP RANGE: 8" TO 11". ROD OR VIBRATE GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS). GROUT SHALL COMPLY WITH ASTM C476-83 AND BE EITHER COARSE OR FINE GROUT. MORTAR: TYPE “S” OR TYPE “M” 1800 psi. TOP REINFORCING OR TOP OF WALL REINFORCING, IS REQUIRED BY CODES TO PROVIDE A CONTINUOUS TIE AROUND A STRUCTURE AND TO PROVIDE FOR UPLIFT RESISTANCE AT LINTELS. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS. LIMITATIONS: THE LINTELS SHALL NOT EXCEED THE ALLOWABLE DESIGN LOADS AND SPANS SHOWN IN THIS REPORT. THE LINTELS SHALL NOT BE USED IN A FIRE RESISTANCE RATED ASSEMBLY UNLESS A TEST REPORT DOCUMENTING FIRE RESISTANCE IS SUBMITTED TO THE BUILDING OFFICIAL. A PROPER BARRIER IS REQUIRED WHEN USING CORROSIVE LUMBER PRODUCTS IN CONTACT WITH THE STEEL LINTELS. A PROPER BARRIER WOULD BE A POLYETHYLENE BARRIER WITH A 10 MIL THICKNESS OR TO MAINTAIN A MIN. 1/4" SPACING BETWEEN THE CORROSIVE LUMBER AND STEEL LINTEL. NOT FOR USE IN THE HVHZ IN MIAMI OR BROWARD COUNTIES AT THIS TIME. MIAMI DADE COMPLIANCE IS BEING SOUGHT. ALLOWABLE LOADS SHOWN IN THE TABLES FOR UPLIFT AND LATERAL LOAD CAPACITY INCLUDE A 1/3 INCREASE FOR WIND OR SEISMIC LOADING WITH NO FURTHER INCREASE ALLOWED. IF COMBINED LOADING CONDITIONS ARE APPLIED TO THE LINTELS FOR SIMULTANEOUS LOADING DIRECTIONS, THE ALLOWABLE LOADS SHOWN IN THE TABLES MUST BE ADJUSTED USING A UNITY EQUATION. ALL LOADS SHOWN IN TABLES ARE SUPERIMPOSED LOADS. TABLES ARE DATED 10/2017 AND CLEARLY INDICATE SUPERIMPOSED LOADS

14. 15. 16. 17. 18.









By:

sw

sP

S8

Lint

els

WIT

HO

UT

STI

RR

UP

S

(L2)

Dat

e:

10/2

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PS8-

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PS8-

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PS8-

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3569

7469

7480

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8158

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2668

2677

7977

7987

3887

3810

669

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912

611

1261

114

561

1456

13'

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6921

6937

4237

4250

4450

4461

7761

7769

3969

3984

7584

7510

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570

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2117

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6729

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8960

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4875

4889

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1422

6422

6430

5130

5138

4538

4546

4446

4462

5362

5377

9577

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6221

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5712

5716

9416

9421

3421

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7725

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6834

6843

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6552

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1313

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670

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PS8-

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NOTES: PS8(L-2) Lateral/Uplift – 16 Gage 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13.

PRODUCT NAME (PATENT NO. 5465538); PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED COIL STEEL AS MANUFACTURED BY POWERS STEEL AND WIRE PRODUCTS, INC. STEEL GRADE SHALL BE ASTM A570 GRADE C (FY = 40 ksi). SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON-CURED MASONRY GROUT. ALL LINTELS GREATER THAN 18'-0" ARE BUILT WITH 1/2" CAMBER. LINTEL TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS HAVING MINIMUM f’m AS SHOWN. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR SHALL BE UNPAINTED AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND. BEARING EACH END SHALL BE 3" +/- 1/2". BEARING SHALL BE ON A MINIMUM 8" DEEP GROUTED CELL PER THE STANDARD BUILDING CODE. f’m = 1500 psi. MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N. GROUT = 3,000 psi. SLUMP RANGE: 8" TO 11". ROD OR VIBRATE GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS). GROUT SHALL COMPLY WITH ASTM C476-83 AND BE EITHER COARSE OR FINE GROUT. MORTAR: TYPE “S” OR TYPE “M” 1800 psi. TOP REINFORCING OR TOP OF WALL REINFORCING, IS REQUIRED BY CODES TO PROVIDE A CONTINUOUS TIE AROUND A STRUCTURE AND TO PROVIDE FOR UPLIFT RESISTANCE AT LINTELS. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS. LIMITATIONS: THE LINTELS SHALL NOT EXCEED THE ALLOWABLE DESIGN LOADS AND SPANS SHOWN IN THIS REPORT. THE LINTELS SHALL NOT BE USED IN A FIRE RESISTANCE RATED ASSEMBLY UNLESS A TEST REPORT DOCUMENTING FIRE RESISTANCE IS SUBMITTED TO THE BUILDING OFFICIAL. A PROPER BARRIER IS REQUIRED WHEN USING CORROSIVE LUMBER PRODUCTS IN CONTACT WITH THE STEEL LINTELS. A PROPER BARRIER WOULD BE A POLYETHYLENE BARRIER WITH A 10 MIL THICKNESS OR TO MAINTAIN A MIN. 1/4" SPACING BETWEEN THE CORROSIVE LUMBER AND STEEL LINTEL. NOT FOR USE IN THE HVHZ IN MIAMI OR BROWARD COUNTIES AT THIS TIME. MIAMI DADE COMPLIANCE IS BEING SOUGHT. ALLOWABLE LOADS SHOWN IN THE TABLES FOR UPLIFT AND LATERAL LOAD CAPACITY INCLUDE A 1/3 INCREASE FOR WIND OR SEISMIC LOADING WITH NO FURTHER INCREASE ALLOWED. IF COMBINED LOADING CONDITIONS ARE APPLIED TO THE LINTELS FOR SIMULTANEOUS LOADING DIRECTIONS, THE ALLOWABLE LOADS SHOWN IN THE TABLES MUST BE ADJUSTED USING A UNITY EQUATION. ALL LOADS SHOWN IN TABLES ARE SUPERIMPOSED LOADS. TABLES ARE DATED 10/2017 AND CLEARLY INDICATE SUPERIMPOSED LOADS

14. 15. 16. 17. 18.









(602) 437-1160

POWERS STEEL & WIRESTEEL

P O W E R S

FAX 437-5409

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0" – 22'-8" > 22'-8"

L2 Steel Lintel Cross Sections

Shoring Detail

16' - 0" Span

Block Shore

Wood ShoreNote: Make sure shoring supports the entire width of the bottom of the Lintel.

Approx. 5' - 4"Spacing

Lay one block at each end prior to

shoring and laying first course.


L2 Steel Lintel Installation Instructions

1. Lay wall to required height and opening.

2. Set Lintel on block with 3" ± 1/2" of bearing.

3. Place Lintel on block level and square. Lay bond beam block upside down on Lintel at each end.

4. Shore Lintel as required to compensate for dead load deflection on non cured Masonry and grout. Shore lintel prior to laying block and grouting.

5. It is recommended to shore lintel in the middle of spans greater than 8'-0" and less than 15'-0". On spans greater than 16'-0" use 2 shores spaced equal distance apart at approximately 5'-4" spacing. On spans greater than 16'-0" place shoring at 6'-0" centers. Make sure shoring is square to Lintel and secure. Make sure shoring supports the entire width of the bottom of the Lintel.

6. Proceed to lay first lay first and second courses of block for 16" deep lintels and so on for lintels with greater depths.

7. Rod grout adequately to ensure consolidation of grout (no air pockets)

8. Place top #5 rebar grade 40 Set 1.5" from top of all Lintel designs and in some cases in the bottom of the Lintel as shown on Load Tables. (see detail next page)

Powers Steel, Inc.4118 East Elwood StreetPhoenix, Arizona 85040phone: (602) 437-1160

(602) 454-8828


Florida · 3000psi - Powers Steel & Wire · 2017-10-18 · from top of all lintel designs and in...

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