parts no.csbc6sp - strahnet

STRAHNESTRATEGIC HIGHWAY SUPPLY NETWORK LLC

TM

Straight Square Pole

DRAWN BY : J K R 10/01/2018

www.strahnet.com www.poletopolenetwork.com

Copyright © 2015- 2018 Strategic Highway Supply Network LLC ALL RIGHTS RESERVED

GENERAL:

1. UNLESS NOTED USE ONLY THE LATEST ISSUES OF ANY APPLICABLE CODES, STANDARDSOR REGULATIONS

UNLESS NOTED ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STATE ORNATIONAL BUILDING CODE

2.

3. VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE CONSULTANT BEFOREPERFORMING ANY WORK

ALL STRUCTURAL MEMBERS ARE NEW UNLESS NOTED OTHERWISE4.

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE5.

STRUCTURAL STEEL:

1. STEEL DESIGN, FABRICATION AND ERECTION: ASTM A36 SHEET METAL STANDARD SPECIFICATION FOR CARBON STRUCTURAL STEEL

ALL STRUCTURAL STEEL IS NEW AND SHALL CONFORM TO ASTM A123/A123M-17STANDARD SPECIFICATION FOR ZINC (HOT-DIP GALVANIZED) COATINGS ON IRONAND STEEL PRODUCTS

2.

3. ALL U-BOLTS, ANCHOR BOLTS AND THREADED BARS SHALL CONFORM TO ASTM A307

WELDED STEEL CONSTRUCTION (METAL ARC WELDING) SHALL CONFORM TO AWS D1.1,STRUCTURAL WELDING CODE STEEL

4.

DESIGN LOADS:

1. STEEL STRUCTURE AND ANCHOR BOLTS DESIGNED IN ACCORDANCE WITH AASHTOSTANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES AND TRAFFIC SIGNALS FOR A 44.7 M/A (100 MPH) WIND LOAD

STEEL STRUCTURE AND ANCHOR BOLTS MEET THE REQUIREMENT OF THE FOLLOWINGSTANDARDS:

- NATIONAL BUILDING CODES OF AMERICA - ASTM A123/A123M-17 STANDARDS SPECIFICATION FOR ZINC (HOT-DIP GALVANIZING) COATINGS ON IRON AND STEEL PRODUCTS

2.

squarepoles.com

DRAWING NO. CSSSM.1

POLE CODE SHAFT SIZE HEIGHT WEIGHT LBS/KG WALL THICKNESS FIXTURE EPA ANCHOR BOLTS BASEPLATE HAND HOLE

CSSS620P

CSSS625P

CSSS630P

CSSS635P

CSSS830P

CSSS835P

CSSS840P

6” X 6”

6” X 6”

6” X 6”

6” X 6”

8” X 8”

8” X 8”

8” X 8”

20’

25’

30’

35’

30’

35’

40’

379/172

453/205

527/239

599/271

752/341

850/386

1196/542

3/16”

1⁄4”

17.8 @ 160 KMH

10.0 @ 160 KMH

5.0 @ 160 KMH

6.4 @ 160 KMH

9.2 @ 160 KMH

14.6 @ 160 KMH

7.9 @ 160 KMH 1” X 36”

DETAIL A

DETAIL A

DETAIL A

DETAIL A

DETAIL B

DETAIL B

DETAIL B

3” X 5”

3” X 5”

3” X 5”

3” X 5”

3” X 5”

3” X 5”

3” X 5”

SQUARE POLES

Detail A Detail B

2 - 1/4” x 1” SS coupling nutsstitch welded to the HH ring

Oval Hole

A B

C

D

E

A.B.C.D.E.

DRAWING NO. CSBP6S18.1 PARTS No.CSBP6SP

DRAWING NO. CSBP8S18.1 PARTS No.CSBP8SP

DRAWING NO. CSBC6S18.1 PARTS No.CSBC6SP

DRAWING NO. CSBC8S18.1 PARTS No.CSBC8SP

DRAWING NO. CSHHRPM68.1 PARTS No.CSHHRC68P

1” X 36”

1” X 36”

1” X 36”

1” X 36”

1” X 36”

1” X 36”

1⁄4”

1⁄4”

3/16”

3/16”

3/16”

STRAHNESTRATEGIC HIGHWAY SUPPLY NETWORK LLC

TM

Carbon Steel Baseplate

DRAWN BY : J K R 09/26/2018

www.strahnet.com www.poletopolenetwork.com

Copyright © 2015- 2018 Strategic Highway Supply Network LLC ALL RIGHTS RESERVED

PARTS No.CSBP6SP

GENERAL:

1. UNLESS NOTED USE ONLY THE LATEST ISSUES OF ANY APPLICABLE CODES, STANDARDSOR REGULATIONS

UNLESS NOTED ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STATE ORNATIONAL BUILDING CODE

2.

3. VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE CONSULTANT BEFOREPERFORMING ANY WORK

ALL STRUCTURAL MEMBERS ARE NEW UNLESS NOTED OTHERWISE4.

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE5.

STRUCTURAL STEEL:

1. STEEL DESIGN, FABRICATION AND ERECTION: ASTM A36, STEEL PLATESTANDARD SPECIFICATION FOR CARBON STRUCTURAL STEEL

ALL STRUCTURAL STEEL IS NEW AND SHALL CONFORM TO ASTM A123/A123M-17STANDARD SPECIFICATION FOR ZINC (HOT-DIP GALVANIZED) COATINGS ON IRONAND STEEL PRODUCTS

2.

3. ALL U-BOLTS, ANCHOR BOLTS AND THREADED BARS SHALL CONFORM TO ASTM A307

WELDED STEEL CONSTRUCTION (METAL ARC WELDING) SHALL CONFORM TO AWS D1.1,STRUCTURAL WELDING CODE STEEL

4.

DESIGN LOADS:

1. STEEL STRUCTURE AND ANCHOR BOLTS DESIGNED IN ACCORDANCE WITH AASHTOSTANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES AND TRAFFIC SIGNALS FOR A 44.7 M/A (100 MPH) WIND LOAD

STEEL STRUCTURE AND ANCHOR BOLTS MEET THE REQUIREMENT OF THE FOLLOWINGSTANDARDS:

- NATIONAL BUILDING CODES OF AMERICA - ASTM A123/A123M-17 STANDARDS SPECIFICATION FOR ZINC (HOT-DIP GALVANIZING) COATINGS ON IRON AND STEEL PRODUCTS

2.

baseplatecover.com

DRAWING NO. CSBPM918.1

STRAHNESTRATEGIC HIGHWAY SUPPLY NETWORK LLC

TM

Square Pole Basecover

DRAWING NO. CSBC4S18.1 DRAWN BY : J K R 09/25/2018

www.strahnet.com www.poletopolenetwork.com

Copyright © 2015- 2018 Strategic Highway Supply Network LLC ALL RIGHTS RESERVED

PARTS No.CSBC6SP

GENERAL:

1. UNLESS NOTED USE ONLY THE LATEST ISSUES OF ANY APPLICABLE CODES, STANDARDSOR REGULATIONS

UNLESS NOTED ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STATE ORNATIONAL BUILDING CODE

2.

3. VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE CONSULTANT BEFOREPERFORMING ANY WORK

ALL STRUCTURAL MEMBERS ARE NEW UNLESS NOTED OTHERWISE4.

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE5.

STRUCTURAL STEEL:

1. STEEL DESIGN, FABRICATION AND ERECTION: ASTM A36 SHEET METAL STANDARD SPECIFICATION FOR CARBON STRUCTURAL STEEL

ALL STRUCTURAL STEEL IS NEW AND SHALL CONFORM TO ASTM A123/A123M-17STANDARD SPECIFICATION FOR ZINC (HOT-DIP GALVANIZED) COATINGS ON IRONAND STEEL PRODUCTS

2.

3. ALL U-BOLTS, ANCHOR BOLTS AND THREADED BARS SHALL CONFORM TO ASTM A307

WELDED STEEL CONSTRUCTION (METAL ARC WELDING) SHALL CONFORM TO AWS D1.1,STRUCTURAL WELDING CODE STEEL

4.

DESIGN LOADS:

1. STEEL STRUCTURE AND ANCHOR BOLTS DESIGNED IN ACCORDANCE WITH AASHTOSTANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES AND TRAFFIC SIGNALS FOR A 44.7 M/A (100 MPH) WIND LOAD

STEEL STRUCTURE AND ANCHOR BOLTS MEET THE REQUIREMENT OF THE FOLLOWINGSTANDARDS:

- NATIONAL BUILDING CODES OF AMERICA - ASTM A123/A123M-17 STANDARDS SPECIFICATION FOR ZINC (HOT-DIP GALVANIZING) COATINGS ON IRON AND STEEL PRODUCTS

2.

baseplatecover.comWELD THE INSIDECORNERS FIRST

NEXT THE OUTSIDE CORNERS

SAND THE OUTSIDECORNERS TO MATCHTHE PRESS FORMEDCORNERS

MATERIAL: 12 GAUGE MS SHEET METALIT’S IMPORTANT TO SHEAR (NOT PLASMA CUT)THE SHEET METAL INTO 9.250” X 18.500” BLANKSTHE CORNERS SHOULD ALSO BE NOTCHED BYMECHANICAL MEANS LIKE A SPECIAL NOTCHINGTOOL MOUNTED ON AN IRONWORKER

STRAHNESTRATEGIC HIGHWAY SUPPLY NETWORK LLC

TM

Carbon Steel Baseplate

DRAWN BY : J K R 09/26/2018

www.strahnet.com www.poletopolenetwork.com

Copyright © 2015- 2018 Strategic Highway Supply Network LLC ALL RIGHTS RESERVED

PARTS No.CSBP8SP

GENERAL:

1. UNLESS NOTED USE ONLY THE LATEST ISSUES OF ANY APPLICABLE CODES, STANDARDSOR REGULATIONS

UNLESS NOTED ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STATE ORNATIONAL BUILDING CODE

2.

3. VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE CONSULTANT BEFOREPERFORMING ANY WORK

ALL STRUCTURAL MEMBERS ARE NEW UNLESS NOTED OTHERWISE4.

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE5.

STRUCTURAL STEEL:

1. STEEL DESIGN, FABRICATION AND ERECTION: ASTM A36, STEEL PLATE STANDARD SPECIFICATION FOR CARBON STRUCTURAL STEEL

ALL STRUCTURAL STEEL IS NEW AND SHALL CONFORM TO ASTM A123/A123M-17STANDARD SPECIFICATION FOR ZINC (HOT-DIP GALVANIZED) COATINGS ON IRONAND STEEL PRODUCTS

2.

3. ALL U-BOLTS, ANCHOR BOLTS AND THREADED BARS SHALL CONFORM TO ASTM A307

WELDED STEEL CONSTRUCTION (METAL ARC WELDING) SHALL CONFORM TO AWS D1.1,STRUCTURAL WELDING CODE STEEL

4.

DESIGN LOADS:

1. STEEL STRUCTURE AND ANCHOR BOLTS DESIGNED IN ACCORDANCE WITH AASHTOSTANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES AND TRAFFIC SIGNALS FOR A 44.7 M/A (100 MPH) WIND LOAD

STEEL STRUCTURE AND ANCHOR BOLTS MEET THE REQUIREMENT OF THE FOLLOWINGSTANDARDS:

- NATIONAL BUILDING CODES OF AMERICA - ASTM A123/A123M-17 STANDARDS SPECIFICATION FOR ZINC (HOT-DIP GALVANIZING) COATINGS ON IRON AND STEEL PRODUCTS

2.

baseplatecover.com

DRAWING NO. CSBPM918.1

STRAHNESTRATEGIC HIGHWAY SUPPLY NETWORK LLC

TM

Square Pole Basecover

DRAWING NO. CSBC4S18.1 DRAWN BY : J K R 09/25/2018

www.strahnet.com www.poletopolenetwork.com

Copyright © 2015- 2018 Strategic Highway Supply Network LLC ALL RIGHTS RESERVED

PARTS No.CSBC8SP

GENERAL:

1. UNLESS NOTED USE ONLY THE LATEST ISSUES OF ANY APPLICABLE CODES, STANDARDSOR REGULATIONS

UNLESS NOTED ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STATE ORNATIONAL BUILDING CODE

2.

3. VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE CONSULTANT BEFOREPERFORMING ANY WORK

ALL STRUCTURAL MEMBERS ARE NEW UNLESS NOTED OTHERWISE4.

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE5.

STRUCTURAL STEEL:

1. STEEL DESIGN, FABRICATION AND ERECTION: ASTM A36 SHEET METAL STANDARD SPECIFICATION FOR CARBON STRUCTURAL STEEL

ALL STRUCTURAL STEEL IS NEW AND SHALL CONFORM TO ASTM A123/A123M-17STANDARD SPECIFICATION FOR ZINC (HOT-DIP GALVANIZED) COATINGS ON IRONAND STEEL PRODUCTS

2.

3. ALL U-BOLTS, ANCHOR BOLTS AND THREADED BARS SHALL CONFORM TO ASTM A307

WELDED STEEL CONSTRUCTION (METAL ARC WELDING) SHALL CONFORM TO AWS D1.1,STRUCTURAL WELDING CODE STEEL

4.

DESIGN LOADS:

1. STEEL STRUCTURE AND ANCHOR BOLTS DESIGNED IN ACCORDANCE WITH AASHTOSTANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES AND TRAFFIC SIGNALS FOR A 44.7 M/A (100 MPH) WIND LOAD

STEEL STRUCTURE AND ANCHOR BOLTS MEET THE REQUIREMENT OF THE FOLLOWINGSTANDARDS:

- NATIONAL BUILDING CODES OF AMERICA - ASTM A123/A123M-17 STANDARDS SPECIFICATION FOR ZINC (HOT-DIP GALVANIZING) COATINGS ON IRON AND STEEL PRODUCTS

2.

baseplatecover.comWELD THE INSIDECORNERS FIRST

NEXT THE OUTSIDE CORNERS

SAND THE OUTSIDECORNERS TO MATCHTHE PRESS FORMEDCORNERS

MATERIAL: 12 GAUGE MS SHEET METALIT’S IMPORTANT TO SHEAR (NOT PLASMA CUT)THE SHEET METAL INTO 9.250” X 18.500” BLANKSTHE CORNERS SHOULD ALSO BE NOTCHED BYMECHANICAL MEANS LIKE A SPECIAL NOTCHINGTOOL MOUNTED ON AN IRONWORKER

STRAHNESTRATEGIC HIGHWAY SUPPLY NETWORK LLC

TM

Hand Hole Ring Cover

DRAWN BY : J K R 09/26/2018

www.strahnet.com www.poletopolenetwork.com

Copyright © 2015- 2018 Strategic Highway Supply Network LLC ALL RIGHTS RESERVED

PARTS No. CSHHRC68P

GENERAL:

1. UNLESS NOTED USE ONLY THE LATEST ISSUES OF ANY APPLICABLE CODES, STANDARDSOR REGULATIONS

UNLESS NOTED ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STATE ORNATIONAL BUILDING CODE

2.

3. VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE CONSULTANT BEFOREPERFORMING ANY WORK

ALL STRUCTURAL MEMBERS ARE NEW UNLESS NOTED OTHERWISE4.

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE5.

STRUCTURAL STEEL:

1. STEEL DESIGN, FABRICATION AND ERECTION: ASTM A 36, HSS HOLLOW STRUCTURAL STEELTUBING .188W X 4” X 6” X 2” LONG STANDARD SPECIFICATION FOR CARBON STRUCTURAL STEEL

ALL STRUCTURAL STEEL IS NEW AND SHALL CONFORM TO ASTM A123/A123M-17STANDARD SPECIFICATION FOR ZINC (HOT-DIP GALVANIZED) COATINGS ON IRONAND STEEL PRODUCTS

2.

3. ALL U-BOLTS, ANCHOR BOLTS AND THREADED BARS SHALL CONFORM TO ASTM A307

WELDED STEEL CONSTRUCTION (METAL ARC WELDING) SHALL CONFORM TO AWS D1.1,STRUCTURAL WELDING CODE STEEL

4.

DESIGN LOADS:

1. STEEL STRUCTURE AND ANCHOR BOLTS DESIGNED IN ACCORDANCE WITH AASHTOSTANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES AND TRAFFIC SIGNALS FOR A 44.7 M/A (100 MPH) WIND LOAD

STEEL STRUCTURE AND ANCHOR BOLTS MEET THE REQUIREMENT OF THE FOLLOWINGSTANDARDS:

- NATIONAL BUILDING CODES OF AMERICA - ASTM A123/A123M-17 STANDARDS SPECIFICATION FOR ZINC (HOT-DIP GALVANIZING) COATINGS ON IRON AND STEEL PRODUCTS

2.

baseplatecover.com

DRAWING NO. CSHHRPM68.1