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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
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
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
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
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
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