ITEM 686 TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)

Size: px
Start display at page:

Download "ITEM 686 TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)"

Transcription

1 ITEM 686 TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL) Description. This Item shall govern for designing, fabricating, furnishing and erecting steel traffic signal pole assemblies of the various types and sizes as shown on the plans General. All materials and construction methods shall conform to the requirements of this Item and the pertinent requirements of the following Items: Item 441, "Steel Structures" Item 442, "Metal for Structures" Item 445, "Galvanizing" Item 449, "Anchor Bolts" Item 656, "Foundations for Signs, Traffic Signals and Roadway Illumination Assemblies" Standard Pole Designs. Shop drawings shall not be required or submitted for traffic signal pole assemblies fabricated in accordance with this Item and the details shown on the plans. Any deviation from the plans will require submission of shop drawings of the complete assembly, including anchor bolts, in accordance with Item 441, "Steel Structures". Deviations which affect the basic structural behavior of the pole will be considered as optional pole designs Optional Pole Designs. Optional pole designs shall be subject to the following requirements and shall meet all other requirements of this Item. The designs shall conform to the AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS. Two (2) sets of complete design calculations shall be submitted for approval prior to submission of shop drawings. Computer printouts for design calculations will not be acceptable unless accompanied by sufficient other documentation which demonstrates methods used. Unless otherwise shown on the plans, the design calculations and six (6) sets of shop drawings shall be submitted to the Director of Design, Texas Department of Transportation, 125 East 11th Street, Austin, Texas The maximum design yield strength for anchor bolts shall be 380 megapascals. The maximum design yield strength for ASTM A 572 or A 595 materials shall be 345 megapascals. Pole assemblies shall be compatible with the foundation details, signal heads and other attachments shown on the plans Anchor Bolts. Unless otherwise shown on the plans, anchor bolts shall be alloy steel or medium-strength, mild steel as described in Item 449, "Anchor Bolts".

2 Materials. Metal used shall conform to Item 442, "Metal for Structures", except for measurement and payment, and the additional requirements as follows: Poles and Mast Arm Shafts ASTM A 570 Grade 345, A 572 Grade 345, A 588, A 595 Grade A, A 607 Grade 345, or A36MOD345 (1) Base Plates, Mast Arm Mounting Plates, or Access Hole Rings ASTM A 36, A 572 Grade 345, A 588, A 595 Grade A (2), or A36MOD345 (1) Luminaire Arms ASTM A 53 Grade A or B, A 501, A 595 Grade A (2), or A 715 Grade 345 Simplex Fittings for Luminaire Arms Connection or Pin Bolts Miscellaneous Plates and Gussets ASTM A 27 Grade , or A 148 Grade , or A 576 Grade 1021 (3), or A 36 (arm simplex only) ASTM A 325 (4) ASTM A 36 or equal (1) A36MOD345 is a special designation for a modified ASTM A 36 material with a higher specified yield strength and having other additional requirements as described in Item 442, Metal for Structures. (2) ASTM A 595 material used for other than pole and mast arm shafts need not be cold worked to ASTM A 595 requirements, but the basic material shall have 275 megapascals minimum yield strength prior to fabrication. (3) ASTM A 576 shall be suitable for forging and shall also have minimum tensile strength of 450 megapascals, minimum yield strength of 240 megapascals, and minimum elongation of 22 percent in 50 millimeters. (4) ASTM A 321 threaded rods may also be used for pin bolts and clamp-on mast arm connection bolts. Nuts for ASTM A 321 connection bolts shall be ASTM A 563 Grade DH heavy hex. ASTM materials A 570, A 572, A 607, or A 715 may have higher yield strengths but shall not have less elongation than the grade indicated. ASTM A 570 Grade 345 or ASTM A 595 Grade A materials shall also have a minimum yield strength of 345 megapascals and a minimum elongation of 18 percent in 200 millimeters or 23 percent in 50 millimeters prior to brake or tube forming operations. Material thicknesses in excess of those stipulated under ASTM A 570 will be acceptable providing the material meets all other ASTM A 570 requirements and the requirements of this Item. ASTM A 595 Grade A material shall have a minimum yield strength of 345 megapascals adjacent to base welds after fabrication. All the above steel, greater than 12.7 millimeters thick, except simplex fittings, bolts and miscellaneous steel, shall conform to the longitudinal Charpy V-notch requirements of ASTM A 572, Group 1, in accordance with Article

3 The silicon content of all steel shall be controlled to ensure high quality galvanizing and to avoid discoloration. All materials furnished by the Contractor shall be new Fabrication. Fabrication and welding shall be in accordance with Item 441, Steel Structures, the ANSI/AWS STRUCTURAL WELDING CODE D1.1, the details shown on the plans and the requirements of this Item. Conformance to the plans and other approved drawings does not relieve the Contractor of the responsibility for providing proper fit of components. Shafts for poles and mast arms may be round or octagonal and shall be tapered as shown on the plans. Bolted slip joints overlapping a minimum of 1.5 diameters are permissible in mast arms 12 meters and longer. Circumferential welds, other than at the ends of the shafts, will not be allowed. The exterior of longitudinal seam welds shall be ground or otherwise smoothed to the same appearance as other shaft surfaces. Longitudinal seam welds for shaft sections shall have 60 percent minimum penetration. Longitudinal seam welds shall have 100 percent penetration when within 150 millimeters of circumferential base welds. A maximum of two (2) longitudinal seam welds may be made in shaft sections. Welding of longitudinal seams shall be done in a manner that will minimize acid entrapment during later galvanizing. Luminaire arm connections to the pole shall be with simplex fittings. Castings for simplex fittings shall be true to pattern in form and dimensions with no sharp unfilleted angles or corners. The fittings shall have no defects affecting their strength and appearance. Fabrication Tolerances: Part Dimension Tolerance (millimeters) Poles and Mast Arm Shafts Base and Mast Arm Mounting Plates Anchor Bolts Assembled Shafts Length Thickness Deviations from flats or ida Straightness Attachment locations Overall Thickness Deviations from flat Spacing between holes Bolt hole size Length Threaded Length Galvanized Length Angular Orientation (1) Centering Twist ± , in 3.0 m ± , in 610 ± 3.2 ± 1.6 ± 13 ± in deg in 15.2 m (1) The angular orientation tolerance between mounting plates and between mounting plates and base plate shall be three (3) in 305.

4 Unless otherwise shown on the plans, mast arms shall be fabricated straight in the unloaded condition. Fabricated sections and associated parts shall be galvanized in accordance with Item 445, "Galvanizing". Terminal blocks, cover plates and gaskets as shown on the plans shall be in place for shipment. Terminal block hardware shall be nickel plated brass. The design wind speed specified on the plans shall be permanently identified on the pole base plate and mast arm mounting plate surfaces and shall be visible after erection. Each traffic signal pole assembly shall be delivered as a complete unit with fittings and hardware either installed or packaged in such a manner that all parts remain with their associated major components during shipment. All components of a shipment shall be identified with a weatherproof tag. This tag shall identify manufacturer, contract number and date and destination of shipment Construction Methods. Traffic signal poles shall be located as shown on the plans, except that the Engineer may shift the poles, within design guidelines, where necessary to secure a more desirable location or to avoid conflict with utilities. Unless otherwise shown on the plans, the Contractor shall stake and the Engineer will verify all traffic signal pole locations. Foundations shall be constructed in accordance with Item 656, "Foundations for Signs, Traffic Signals and Roadway Illumination Assemblies". Anchor bolts shall be oriented as shown on the plans. Erection of poles near any overhead or underground utilities shall be accomplished using established industry and utility safety practices. The Contractor shall consult with the appropriate utility company prior to beginning such work. Threads of anchor bolts shall be coated with pipe joint compound prior to installation of nuts when erecting the pole. Lower anchor bolt nuts shall be retightened against the base plate after the upper nuts are tight. A slug wrench and sledge is recommended for tightening nuts. After the traffic signal pole assembly has been plumbed and all nuts are tight, each anchor bolt nut shall be tack welded in two (2) places to its washer and each washer shall be tack welded to the base plate in two (2) places. No welding is to be made to the bolt. Galvanizing in tack weld areas shall be repaired using zinc-rich paint in accordance with Item 445, "Galvanizing". The exposed upper threads of the anchor bolts shall be cleaned of pipe joint compound and coated with zinc-rich paint to seal the bolt thread-nut joint. No grout shall be placed between the base plate and the foundation Measurement. This Item will be measured as each traffic signal pole assembly complete in place.

5 Payment. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Traffic Signal Pole Assemblies (Steel)" of the various types and sizes specified. This price shall be full compensation for furnishing, fabricating, galvanizing, assembling and erecting the pole upon a foundation; for furnishing and erecting required mast arms and luminaire arms; for furnishing and placing anchor bolts, nuts, washers and templates; and for all other materials, labor, tools, equipment and incidentals necessary to complete the work, except as shown below. Foundations will be paid for under Item 656, "Foundations for Signs, Traffic Signals and Roadway Illumination Assemblies".

Item 442 Metal for Structures

Item 442 Metal for Structures Item 442 Metal for Structures 1. DESCRIPTION 2. MATERIALS Provide structural steel, high-strength bolts, forgings, steel castings, iron castings, wrought iron, steel pipe and tubing, aluminum castings

More information

ITEM 442 METAL FOR STRUCTURES

ITEM 442 METAL FOR STRUCTURES ITEM 442 METAL FOR STRUCTURES 442.1. Description. This Item shall govern for all structural steel, high strength bolts, forgings, steel castings, iron castings, wrought iron, bronze, steel pipe and tubing,

More information

05510: TAPERED STEEL TROLLEY POLES AND ACCESSORIES

05510: TAPERED STEEL TROLLEY POLES AND ACCESSORIES PART 1 GENERAL 1.01 DESCRIPTION A. The Vendor shall fabricate, furnish, test and deliver tapered steel trolley poles, including base plates, reinforced hand holes, anchor bolts, nuts and washers, and accessories

More information

SPECIAL SPECIFICATION 1924 Neighborhood Friendly High Mast Illumination System

SPECIAL SPECIFICATION 1924 Neighborhood Friendly High Mast Illumination System 1993 Specifications CSJ 2374-01-154 SPECIAL SPECIFICATION 1924 Neighborhood Friendly High Mast Illumination System 1. Description. This Item shall govern for furnishing and installing the various types

More information

ITEM 442 METALS FOR STRUCTURES

ITEM 442 METALS FOR STRUCTURES AFTER NOVEMBER 1, 2008 ITEM 442 METALS FOR STRUCTURES 442.1 Description. These specifications shall govern for materials such as structural steel, wrought iron, bronze, and other metals used in structures,

More information

FOR PROJECTS INITIATED AFTER NOVEMBER 1, 2008 REVISION 7 ITEM 516 INSTALLATION OF FLEX BEAM GUARDRAIL

FOR PROJECTS INITIATED AFTER NOVEMBER 1, 2008 REVISION 7 ITEM 516 INSTALLATION OF FLEX BEAM GUARDRAIL AFTER NOVEMBER 1, 2008 ITEM 516 INSTALLATION OF FLEX BEAM GUARDRAIL 516.1 Description. This item shall govern for furnishing and placing 10 or 12 gauge galvanized flex beam guardrail, complete with timber

More information

1. Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces.

1. Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. SECTION 05500- METAL FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR LOW-TENSION CABLE BARRIER. OPR:CT 1 of 5 APPR:JAR:DBP: FHWA:APPR:

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR LOW-TENSION CABLE BARRIER. OPR:CT 1 of 5 APPR:JAR:DBP: FHWA:APPR: MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR LOW-TENSION CABLE BARRIER OPR:CT 1 of 5 APPR:JAR:DBP:09-07-11 FHWA:APPR:09-07-11 a. Description. This work consists of furnishing and installing

More information

SECTION MISCELLANEOUS METALS

SECTION MISCELLANEOUS METALS PART 1 GENERAL 1.1 WORK OF THIS SECTION A. Contractor shall provide all labor, materials, equipment and incidentals as shown, specified and required to furnish and install all miscellaneous metal fabrications

More information

1. Base plates, setting plates and anchor rods for columns. 8. Lintels if connected to structural steel columns.

1. Base plates, setting plates and anchor rods for columns. 8. Lintels if connected to structural steel columns. PAGE 051200-1 SECTION 051200 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification sections,

More information

MATERIAL SPECIFICATION FOR STEEL POLES, BASE MOUNTED

MATERIAL SPECIFICATION FOR STEEL POLES, BASE MOUNTED ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS.MUNI 2423 APRIL 2017 MATERIAL SPECIFICATION FOR STEEL POLES, BASE MOUNTED TABLE OF CONTENTS 2423.01 SCOPE 2423.02 REFERENCES 2423.03 DEFINITIONS -

More information

MATERIAL SPECIFICATION FOR SECTIONAL STEEL HIGH MAST LIGHTING POLES

MATERIAL SPECIFICATION FOR SECTIONAL STEEL HIGH MAST LIGHTING POLES ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS.PROV 2471 November 2016 MATERIAL SPECIFICATION FOR SECTIONAL STEEL HIGH MAST LIGHTING POLES TABLE OF CONTENTS 2471.01 SCOPE 2471.02 REFERENCES 2471.03

More information

KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION

KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION Sheet 1 of 7 NOTE: This special provision is generally written in the imperative mood. The subject, the

More information

SECTION STRUCTURAL METAL FRAMING

SECTION STRUCTURAL METAL FRAMING SECTION 05100 STRUCTURAL METAL FRAMING PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Structural steel framing including lintels, shelf angles, bearing plates, anchor bolts and other items as shown on

More information

SECTION FABRICATED ENGINEERED STRUCTURES. A. Pre-engineered, shop-fabricated structural steel building with formed purlin framing.

SECTION FABRICATED ENGINEERED STRUCTURES. A. Pre-engineered, shop-fabricated structural steel building with formed purlin framing. PART 1 GENERAL 1.1 RELATED DOCUMENTS SECTION 13 34 00 FABRICATED ENGINEERED STRUCTURES A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1

More information

D D TYPE A1, A2 & B MICHIGAN DEPARTMENT OF TRANSPORTATION 5-40 CONNECTION. L4" x 4" x 3/8" Brace. C8 x 4.25 Strut. WT9 x 17.5.

D D TYPE A1, A2 & B MICHIGAN DEPARTMENT OF TRANSPORTATION 5-40 CONNECTION. L4 x 4 x 3/8 Brace. C8 x 4.25 Strut. WT9 x 17.5. Sign length minus Adjust to avoid interference with sign legend A Deck fascia A 6" Equal Equal 6" Sign length (L) varies 6 to 12 PLAN 0 CONNECTION (DECK FASCIA) Angle connection assembly F Face of concrete

More information

STRUCTURAL STEEL FRAMING

STRUCTURAL STEEL FRAMING SECTION 05 12 00 - STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.1 SUMMARY A. Section includes 1. Structural steel framing 2. Structural steel framing required for support and framing of rooftop mechanical

More information

Special Provision No. 915S03 December References, Materials, Construction, and Quality Assurance for Sign Support Structures

Special Provision No. 915S03 December References, Materials, Construction, and Quality Assurance for Sign Support Structures STEEL MONOTUBE OVERHEAD SIGN SUPPORT STRUCTURES - Item No. STEEL COLUMN BREAKAWAY SIGN SUPPORT STRUCTURES - Item No. STEEL COLUMN NON-BREAKAWAY SIGN SUPPORT STRUCTURES - Item No. CANTILEVER STATIC SIGN

More information

.1 American Institute of Steel Construction (AISC) Specifications for Steel Buildings AISC

.1 American Institute of Steel Construction (AISC) Specifications for Steel Buildings AISC 05 12 00 STRUCTURAL STEEL FRAMING Page 1 of 3 1 General 1.1 SECTION INCLUDES.1 Structural steel framing and support members 1.2 RELATED SECTIONS.1 Section 05 50 00 Metal Fabrications 1.3 REFERENCES.1 American

More information

ITEM 461 STRUCTURAL PLATE STRUCTURES. Galvanized steel plates shall conform to AASHTO M167 and aluminum plates shall conform to AASHTO M219.

ITEM 461 STRUCTURAL PLATE STRUCTURES. Galvanized steel plates shall conform to AASHTO M167 and aluminum plates shall conform to AASHTO M219. ITEM 461 STRUCTURAL PLATE STRUCTURES 461.1. Description. This Item shall govern for the furnishing and installing of structural plate pipes, pipe arches, arches, underpasses, box culverts and special shapes

More information

CAMINO REAL REGIONAL MOBILITY AUTHORITY BOARD RESOLUTION

CAMINO REAL REGIONAL MOBILITY AUTHORITY BOARD RESOLUTION CAMINO REAL REGIONAL MOBILITY AUTHORITY BOARD RESOLUTION WHEREAS, the Camino Real Regional Mobility Authority (CRRMA) entered into a construction contract dated October 24, 2016 (Contract) with International

More information

SECTION HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS SECTION 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PART 1 GENERAL 1.1 DESCRIPTION A. Scope: 1. CONTRACTOR shall provide all labor, materials, equipment, and incidentals as shown, specified, and

More information

Facility Repairs - MCAS Cherry Point - Tank Farm A SECTION STRUCTURAL STEEL 05/14

Facility Repairs - MCAS Cherry Point - Tank Farm A SECTION STRUCTURAL STEEL 05/14 SECTION 05 12 00 STRUCTURAL STEEL 05/14 PART 1 GENERAL 1.1 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the

More information

B. All materials shall be listed by an OSHA approved Nationally Recognized Testing Laboratory (NRTL).

B. All materials shall be listed by an OSHA approved Nationally Recognized Testing Laboratory (NRTL). 16936 STAGE LIGHTING RIGGING (COUNTERWEIGHT) *************************************************************************************************************** SPECIFIER: CSI MasterFormat 2004 number: 11

More information

MATERIAL SPECIFICATION FOR SECTIONAL STEEL HIGH MAST LIGHTING POLES

MATERIAL SPECIFICATION FOR SECTIONAL STEEL HIGH MAST LIGHTING POLES ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 2471 NOVEMBER 2008 MATERIAL SPECIFICATION FOR SECTIONAL STEEL HIGH MAST LIGHTING POLES TABLE OF CONTENTS 2471.01 SCOPE 2471.02 REFERENCES 2471.03 DEFINITIONS

More information

METAL FABRICATION..1 General Conditions and Division 1 shall govern Work of this section.

METAL FABRICATION..1 General Conditions and Division 1 shall govern Work of this section. CITY OF BRAMPTON LANDSCAPE SPECIFICATIONS SECTION 05500-1 PART 1 GENERAL 1.1 Description of Work.1 General Conditions and Division 1 shall govern Work of this section. 1.2 Quality Assurance.1 Personnel:.1

More information

MAST ARMS: ALUMINUM, TRUSS TYPE AND DAVIT TYPE

MAST ARMS: ALUMINUM, TRUSS TYPE AND DAVIT TYPE ELECTRICAL SPECIFICATION 1453 DIVISION OF ENGINEERING DEPARTMENT OF TRANSPORTATION CITY OF CHICAGO REVISED MARCH 14, 2013 MAST ARMS: ALUMINUM, TRUSS TYPE AND DAVIT TYPE SUBJECT 1. This specification covers

More information

SECTION METAL STAIRS

SECTION METAL STAIRS SECTION 05 51 00 METAL STAIRS PART 1 GENERAL 1.1 SUMMARY A. Section includes steel stair frame of structural sections, with closed risers; pan to receive concrete fill stair treads and landings; integral

More information

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR SPUN CONCRETE POLE AND DRILLED SHAFT FOUNDATION

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR SPUN CONCRETE POLE AND DRILLED SHAFT FOUNDATION MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR SPUN CONCRETE POLE AND DRILLED SHAFT FOUNDATION ITS:CLC 1 of 7 APPR:LWB:DBP:08-01-13 FHWA:APPR:09-23-13 a. Description. This work consists of

More information

SECTION STRUCTURAL STEEL

SECTION STRUCTURAL STEEL SECTION 05120 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this

More information

SPECIAL SPECIFICATION 1171 Camera Pole Structure

SPECIAL SPECIFICATION 1171 Camera Pole Structure 1993 Specifications CSJ 0074-05-086, etc. SPECIAL SPECIFICATION 1171 Camera Pole Structure 1. Scope. This Specification will supplement the camera pole details found on the plans. This Item shall govern

More information

CONSTRUCTION SPECIFICATION FOR FOOTINGS AND PADS FOR ELECTRICAL EQUIPMENT

CONSTRUCTION SPECIFICATION FOR FOOTINGS AND PADS FOR ELECTRICAL EQUIPMENT ONTARIO PROVINCIAL STANDARD SPECIFICATION OPSS.MUNI 616 APRIL 2018 CONSTRUCTION SPECIFICATION FOR FOOTINGS AND PADS FOR ELECTRICAL EQUIPMENT TABLE OF CONTENTS 616.01 SCOPE 616.02 REFERENCES 616.03 DEFINITIONS

More information

SECTION MECHANICAL EQUIPMENT - GENERAL REQUIREMENTS

SECTION MECHANICAL EQUIPMENT - GENERAL REQUIREMENTS SECTION 11000 MECHANICAL EQUIPMENT - GENERAL REQUIREMENTS PART 1 - GENERAL 1.1 DESCRIPTION A. This section contains general information required to install mechanical equipment as shown on the plans and

More information

KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 2015 EDITION

KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 2015 EDITION Sheet 1 of 5 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 2015 EDITION Delete SECTION 812 and replace with the following: SECTION 812 PERMANENT SIGNING 812.1 DESCRIPTION

More information

Draft. Not yet Approved

Draft. Not yet Approved 2016 Part 3.2.5 Recommended Design Criteria and Functional/Operating Guidelines for Overhead Bridge and Cantilever Structures and Placement of Grade Crossing Warning Devices Revised 2017 (8 Pages) A. Purpose

More information

C. Miscellaneous Metal Fabricators are specified elsewhere in Division 5.

C. Miscellaneous Metal Fabricators are specified elsewhere in Division 5. SECTION 05 1200 - STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.01 SUMMARY A. Extent of structural steel work is shown on drawings, including schedules, notes and details to show size and location of members,

More information

DMS HIGH MAST LIGHT FIXTURES

DMS HIGH MAST LIGHT FIXTURES DMS - 11020 EFFECTIVE DATE: JANUARY 2012 11020.1. Description. This specification governs the materials, composition, and quality of 400 watt (W) high pressure sodium (HPS) tenon-mounted high mast light

More information

ITEM 435 ELASTOMERIC MATERIALS

ITEM 435 ELASTOMERIC MATERIALS ITEM 4 ELASTOMERIC MATERIALS 4.1. Description. This Item shall govern for the furnishing and installation of elastomeric materials in accordance with the details shown on the plans and the requirements

More information

DIVISION 5 METALS SECTION STRUCTURAL STEEL

DIVISION 5 METALS SECTION STRUCTURAL STEEL DIVISION 5 METALS SECTION 05 12 00 PART 1 GENERAL 1.01 SUMMARY A. Section Includes: All labor and materials required to furnish and install the structural steel shown on the Drawings and required by these

More information

SECTION COLD-FORMED METAL TRUSSES

SECTION COLD-FORMED METAL TRUSSES SECTION 054400 COLD-FORMED METAL TRUSSES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

HIGH MAST CAMERA POLE ASSEMBLY GENERAL

HIGH MAST CAMERA POLE ASSEMBLY GENERAL 10-3.24 HIGH MAST CAMERA POLE ASSEMBLY GENERAL The Contractor must furnish and install the following equipment for high mast camera pole assembly as described herein and as shown on the plans: 1. Camera

More information

SECTION 716 SIGN MATERIALS SCOPE

SECTION 716 SIGN MATERIALS SCOPE 716 716.01.01 MATERIALS COVERED SECTION 716 SIGN MATERIALS SCOPE A. This specification covers the kind and quality of materials used in the construction and fabrication of traffic control devices used

More information

CONSTRUCTION SPECIFICATION FOR GUIDE RAIL END TREATMENT - ECCENTRIC LOADER TERMINAL SYSTEM

CONSTRUCTION SPECIFICATION FOR GUIDE RAIL END TREATMENT - ECCENTRIC LOADER TERMINAL SYSTEM ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 555 NOVEMBER 2008 CONSTRUCTION SPECIFICATION FOR GUIDE RAIL END TREATMENT - ECCENTRIC LOADER TERMINAL SYSTEM TABLE OF CONTENTS 555.01 SCOPE 555.02

More information

Grimes Elementary School Renovation September 7, 2010 Houston Independent School District SECTION 102800 - TOILET, BATH, AND LAUNDRY ACCESSORIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general

More information

JONES AIRWAY, LLC CLEVELAND REGIONAL JETPORT SECTION STRUCTURAL STEEL

JONES AIRWAY, LLC CLEVELAND REGIONAL JETPORT SECTION STRUCTURAL STEEL CLEVELAND REGIONAL JETPORT 05 1200-1 PART 1 - GENERAL SECTION 05 1200 STRUCTURAL STEEL 1.1 RELATED SPECIFICATION SECTIONS: A. Bolting of wood to steel, steel anchors for work of other trades, concrete

More information

Provide heavy hex nuts for the temporary hanger rods according to ASTM A 563 Class 10S, and washers according to ASTM F 436.

Provide heavy hex nuts for the temporary hanger rods according to ASTM A 563 Class 10S, and washers according to ASTM F 436. 713.01 Section 713. BRIDGE REHABILITATION - STEEL 713.01 Description. Repair and replace structural steel portions of bridges. A redundant structure is a structure whose remaining supporting elements will

More information

STRUCTURAL STEEL FRAMING Section

STRUCTURAL STEEL FRAMING Section PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Structural steel. 2. Grout. 1.2 DEFINITIONS A. Structural Steel: Elements of the structural frame indicated on Drawings and as described in AISC 303,

More information

POLE: ANCHOR BASE, ALUMINUM, TAPERED TUBULAR SHAFT

POLE: ANCHOR BASE, ALUMINUM, TAPERED TUBULAR SHAFT ELECTRICAL SPECIFICATION 1452 DIVISION OF ENGINEERING DEPARTMENT OF TRANSPORTATION CITY OF CHICAGO REVISED MARCH 19, 2014 POLE: ANCHOR BASE, ALUMINUM, TAPERED TUBULAR SHAFT SUBJECT 1. This specification

More information

CONSTRUCTION SPECIFICATION FOR STEEL BEAM GUIDE RAIL AND CABLE GUIDE RAIL

CONSTRUCTION SPECIFICATION FOR STEEL BEAM GUIDE RAIL AND CABLE GUIDE RAIL ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 552 NOVEMBER 2002 CONSTRUCTION SPECIFICATION FOR STEEL BEAM GUIDE RAIL AND CABLE GUIDE RAIL TABLE OF CONTENTS 552.01 SCOPE 552.02 REFERENCES 552.03

More information

SPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 24 SIGN STRUCTURES AND PANELS General

SPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 24 SIGN STRUCTURES AND PANELS General SPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 24 SIGN STRUCTURES AND PANELS TABLE OF CONTENTS 24.1 General...24-1 24.2 Sign Structures...24-1 24.2.1 Design...24-1 24.2.1.1 Design Standards...24-1 24.2.1.2

More information

CONSTRUCTION SPECIFICATION FOR FOOTINGS AND PADS FOR ELECTRICAL EQUIPMENT

CONSTRUCTION SPECIFICATION FOR FOOTINGS AND PADS FOR ELECTRICAL EQUIPMENT ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 616 NOVEMBER 2008 CONSTRUCTION SPECIFICATION FOR FOOTINGS AND PADS FOR ELECTRICAL EQUIPMENT TABLE OF CONTENTS 616.01 SCOPE 616.02 REFERENCES 616.03

More information

SECTION C. Water Infiltration: Provide manufactured cupolas and dormers that do not allow water infiltration to cupola and dormer interiors.

SECTION C. Water Infiltration: Provide manufactured cupolas and dormers that do not allow water infiltration to cupola and dormer interiors. PART 1 - GENERAL 1.1 SUMMARY A. Section includes the following: 1. Manufactured exterior cupolas. 2. Manufactured dormers. 3. Historical locomotive weather Vane. 1.2 PERFORMANCE REQUIREMENTS A. General:

More information

SECTION CHAIN LINK FENCING

SECTION CHAIN LINK FENCING SECTION 02835 - CHAIN LINK FENCING 1.0 GENERAL 1.1 Furnish and install chain link fencing complete in place with gates and accessories as specified herein and as shown on the Contract Drawings. 1.2 Reference

More information

METALS Commissioning of Metals Structural Steel Framing Steel Studs... 2

METALS Commissioning of Metals Structural Steel Framing Steel Studs... 2 ~ 05-1 ~ 05 00 00 Metals 05 00 00 METALS... 2 05 08 00 Commissioning of Metals... 2 05 12 00 Structural Steel Framing... 2 05 12 30 Steel Studs... 2 05 45 00 METAL SUPPORT ASSEMBLIES... 2 05 50 00 METAL

More information

Student Services & Classroom Addition

Student Services & Classroom Addition SECTION 055113 - METAL PAN STAIRS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

SECTION Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces.

SECTION Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces. PART 1 - GENERAL 1.1 SUMMARY A. Section includes the following: 1. Handrails and guardrails. 1.2 PERFORMANCE REQUIREMENTS A. General: In engineering railings to withstand structural loads indicated, determine

More information

SECTION 2 DIVISION 05 METALS

SECTION 2 DIVISION 05 METALS SECTION 2 DIVISION 05 METALS DIVISION 5 - METALS Note: This is a guide for Designers only. Contents shall not be used in lieu of specifications as part of the Designer s Contract Documents. GENERAL DESIGN:

More information

Commission No Section

Commission No Section Commission No. 1511 Section 05120-1 PART ONE - GENERAL 1.1 DESCRIPTION A. Work Included: Structural steel and grout. Furnish, fabricate, mark for erection identification, pack, crate, or otherwise properly

More information

Section 906. STRUCTURAL STEEL

Section 906. STRUCTURAL STEEL 906.01 Section 906. STRUCTURAL STEEL 906.01. General Requirements. Finished rolled shapes must be free from imperfections that affect strength and durability in accordance with ASTM A 6. Rolled shapes

More information

SECTION 1043 FENCE MATERIAL

SECTION 1043 FENCE MATERIAL SECTION 1043 FENCE MATERIAL 1043.1 Scope. This specification covers the material required in the construction of chainlink fence and woven wire fence. 1043.2 Basis of Acceptance. The basis of acceptance

More information

CONSTRUCTION SPECIFICATION FOR INSTALLATION OF SECTIONAL STEEL HIGH MAST LIGHTING POLES

CONSTRUCTION SPECIFICATION FOR INSTALLATION OF SECTIONAL STEEL HIGH MAST LIGHTING POLES ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 630 APRIL 2004 CONSTRUCTION SPECIFICATION FOR INSTALLATION OF SECTIONAL STEEL HIGH MAST LIGHTING POLES TABLE OF CONTENTS 630.01 SCOPE 630.02 REFERENCES

More information

SPECIAL SPECIFICATION 8710 Decorative Pole Lighting Assembly

SPECIAL SPECIFICATION 8710 Decorative Pole Lighting Assembly 2004 Specifications CSJ 0902-48-682, 0902-48-825 & 0902-48-826 SPECIAL SPECIFICATION 8710 Decorative Lighting Assembly 1. Description. Furnish and install a Decorative Lighting Assembly (Type A) as shown

More information

SECTION STEEL JOIST FRAMING

SECTION STEEL JOIST FRAMING PART 1 - GENERAL 1.1 DESCRIPTION SECTION 05 21 00 1. Use this section only for NCA projects. 2. Delete between //---// if not applicable to project. Also delete any other item or paragraph not applicable

More information

SECTION 39 - MANHOLES TABLE OF CONTENTS

SECTION 39 - MANHOLES TABLE OF CONTENTS Section SECTION 39 - MANHOLES TABLE OF CONTENTS Page 39-1 GENERAL... 39.1 39-2 CONCRETE MANHOLES... 39.1 39-2.01 NOT USED... 39.1 39-2.02 Concrete Storm Drain Manholes... 39.1 39-3 SADDLE SEWER MANHOLES...

More information

B. Shop Drawings: Include plans, elevations, sections, details, and attachments.

B. Shop Drawings: Include plans, elevations, sections, details, and attachments. SECTION 055119 - METAL GRATING STAIRS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

PRESTON HEALTH SERVICES ARCHITECT'S NO MITCHELL-HOLLINGSWORTH NURSING & REHAB ADPH #B

PRESTON HEALTH SERVICES ARCHITECT'S NO MITCHELL-HOLLINGSWORTH NURSING & REHAB ADPH #B SECTION 05 5213 - PIPE RAILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,

More information

Preassembled steel stairs with concrete-filled treads.

Preassembled steel stairs with concrete-filled treads. SECTION 055113 - PART 1 - GENERAL 1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this

More information

CONSTRUCTION SPECIFICATION FOR POLE ERECTION

CONSTRUCTION SPECIFICATION FOR POLE ERECTION ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 615 SEPTEMBER 1993 CONSTRUCTION SPECIFICATION FOR POLE ERECTION 615.01 SCOPE 615.02 REFERENCES 615.05 MATERIALS TABLE OF CONTENTS 615.05.01 Concrete.02

More information

SECTION 1101 TRAFFIC SIGNALS AND APPURTENANCES END OF SECTION

SECTION 1101 TRAFFIC SIGNALS AND APPURTENANCES END OF SECTION SECTION 1101 SIGNALS AND APPURTENANCES PART 1 GENERAL 1.4 SUBMITTALS E. Submit warranty for all supplied material and workmanship for a period of two years from final acceptance. The warranty must state

More information

Northpointe Renovation EPN #1701 F/A Project #17027 September 8, 2017

Northpointe Renovation EPN #1701 F/A Project #17027 September 8, 2017 SECTION 055213 - PIPE AND TUBE RAILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

CITY OF FARGO SPECIFICATIONS SIGNING

CITY OF FARGO SPECIFICATIONS SIGNING SECTION 4300 SIGNING PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of furnishing all labor, material and accessories necessary

More information

NORTH HARRIS COUNTY REGIONAL WATER AUTHORITY PIPE HANGERS, Section PIPE HANGERS, SUPPORTS, AND RESTRAINTS

NORTH HARRIS COUNTY REGIONAL WATER AUTHORITY PIPE HANGERS, Section PIPE HANGERS, SUPPORTS, AND RESTRAINTS PART 1 GENERAL 1.01 SUMMARY Section 15140 PIPE HANGERS, This Section includes the furnishing and subsequent installation of: A. Pipe and equipment hangers, supports, and associated anchors B. Equipment

More information

American Metal Specialties, Inc.

American Metal Specialties, Inc. American Metal Specialties, Inc. www.cablerailings.com (253) 272-9344 (253) 627-3843 Fax PART 1 GENERAL 1.1 SECTION INCLUDES SECTION 05 73 00 STAINLESS STEEL ORNAMENTAL HANDRAILS AND RAILINGS For best

More information

SECTION METAL STAIRS

SECTION METAL STAIRS SECTION 05510 METAL STAIRS PART 1 GENERAL 1.01 SECTION INCLUDES A. Stairs with concrete treads. B. Stairs with metal treads. C. Structural steel stair framing and supports. D. Handrails and guards. 1.02

More information

STREET LIGHTING GENERAL INFORMATION

STREET LIGHTING GENERAL INFORMATION SECTION 1102 STREET LIGHTING GENERAL INFORMATION These specifications are for street lighting that is to be dedicated to the public and maintained by the City of Meridian. Such installations require a

More information

Mezzanines By Design Page 1

Mezzanines By Design Page 1 SECTION 05120 STRUCTURAL STEEL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and Division 1 apply to this Section. 1.2 SUMMARY

More information

CITY OF FARGO SPECIFICATIONS SIGNING

CITY OF FARGO SPECIFICATIONS SIGNING SIGNING PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of furnishing all labor, material and accessories necessary to complete

More information

B. Polyethylene samples shall be submitted for Owner approval of color and quality.

B. Polyethylene samples shall be submitted for Owner approval of color and quality. Glass Rail ENGINEERED DASHERBOARD SPECIFICATIONS PART 1 - GENERAL 1.01 PROJECT SCOPE A. Contractor shall furnish and install one complete set of steel framed dasherboards as indicated on the drawings and

More information

SERIES STB30 STEEL FIXED THERMAL BREAK DETENTION WINDOWS SECTION 08651

SERIES STB30 STEEL FIXED THERMAL BREAK DETENTION WINDOWS SECTION 08651 SERIES STB30 STEEL FIXED THERMAL BREAK DETENTION WINDOWS SECTION 08651 PART 1 GENERAL 1.1 DESCRIPTION A. Work Included: 1. Furnish all labor and materials to complete the fabrication of detention windows

More information

K. ASTM F436- Standard Specification for Hardened Steel Washers; 2011.

K. ASTM F436- Standard Specification for Hardened Steel Washers; 2011. DIVISION 05 METALS 05 12 00 STRUCTURAL STEEL FRAMING PART 1 GENERAL 1.1 SECTION INCLUDES A. Structural steel framing members, support members. 1.2 RELATED REQUIREMENTS A. Section 05 50 00 - Metal Fabrications:

More information

Section 713. BRIDGE REHABILITATION STEEL

Section 713. BRIDGE REHABILITATION STEEL 713.01 Section 713. BRIDGE REHABILITATION STEEL 713.01. Description. This work consists of repairing and replacing portions of structural steel bridges. A redundant structure consists of supporting elements

More information

CONSTRUCTION SPECIFICATION FOR GUIDE RAIL END TREATMENT - EXTRUDER TERMINAL SYSTEM

CONSTRUCTION SPECIFICATION FOR GUIDE RAIL END TREATMENT - EXTRUDER TERMINAL SYSTEM ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 559 NOVEMBER 2006 CONSTRUCTION SPECIFICATION FOR GUIDE RAIL END TREATMENT - EXTRUDER TERMINAL SYSTEM TABLE OF CONTENTS 559.01 SCOPE 559.02 REFERENCES

More information

A. Structural Steel: Elements of structural-steel frame, as classified by AISC 303, "Code of Standard Practice for Steel Buildings and Bridges.

A. Structural Steel: Elements of structural-steel frame, as classified by AISC 303, Code of Standard Practice for Steel Buildings and Bridges. SECTION 05 12 00 - STRUCTURAL STEEL FRAMING PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

SECTION METAL FABRICATIONS FOR STEAM UTILITY DISTRIBUTION

SECTION METAL FABRICATIONS FOR STEAM UTILITY DISTRIBUTION PAGE 055015-1 SECTION 055015 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification sections,

More information

SECTION RADIO FREQUENCY SHIELDING ENCLOSURE RF Modular Pan System

SECTION RADIO FREQUENCY SHIELDING ENCLOSURE RF Modular Pan System SECTION 13096 RADIO FREQUENCY SHIELDING ENCLOSURE RF Modular Pan System Prepared by: 90 Dayton Avenue, Unit 4B, Suite 13 Passaic, NJ 07055 (973) 574-9077 13096-1 RF MODULAR PAN SYSTEM PART 1 GENERAL 1.1

More information

SECTION ALUMINUM HANDRAIL SYSTEMS

SECTION ALUMINUM HANDRAIL SYSTEMS SECTION 05520 ALUMINUM HANDRAIL SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section includes aluminum handrails and railings. B. Related Work: 1. Section 03300 - Cast-in-Place Concrete C. References: 1. American

More information

Model # 338SM-OP. 9/30/2011 Page 1 of 12

Model # 338SM-OP. 9/30/2011 Page 1 of 12 Model # 338SM-OP 9/30/2011 Page 1 of 12 9/30/2011 Page 2 of 12 1675 Locust Street Red Bud, IL 62278 Phone: 618-282-8200 Fax: 618-282-8202 WARRANTY & TERMS WARRANTY: 5 Year Limited Warranty on Thermoplastic

More information

CONSTRUCTION SPECIFICATION FOR STRUCTURAL WOOD SYSTEMS

CONSTRUCTION SPECIFICATION FOR STRUCTURAL WOOD SYSTEMS ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 907 NOVEMBER 2006 CONSTRUCTION SPECIFICATION FOR STRUCTURAL WOOD SYSTEMS TABLE OF CONTENTS 907.01 SCOPE 907.02 REFERENCES 907.03 DEFINITIONS 907.04

More information

SECTION ORNAMENTAL ALUMINUM FENCING

SECTION ORNAMENTAL ALUMINUM FENCING SECTION 032300 ORNAMENTAL ALUMINUM FENCING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

CONSTRUCTION SPECIFICATION FOR ERECTION OF POLES

CONSTRUCTION SPECIFICATION FOR ERECTION OF POLES ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 615 NOVEMBER 2008 CONSTRUCTION SPECIFICATION FOR ERECTION OF POLES TABLE OF CONTENTS 615.01 SCOPE 615.02 REFERENCES 615.03 DEFINITIONS - Not Used 615.04

More information

CONSTRUCTION SPECIFICATION FOR ERECTION OF POLES

CONSTRUCTION SPECIFICATION FOR ERECTION OF POLES ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 615 NOVEMBER 2008 (Reissued November 2010) CONSTRUCTION SPECIFICATION FOR ERECTION OF POLES TABLE OF CONTENTS 615.01 SCOPE 615.02 REFERENCES 615.03

More information

B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.

B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. SECTION 055116 - METAL FLOOR PLATE STAIRS PART 1- GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

DIVISION 15-MECHANICAL SECTION SUPPORTS AND ANCHORS PN PART 1 - GENERAL 1.01 SECTION INCLUDES. A. Pipe and equipment support systems.

DIVISION 15-MECHANICAL SECTION SUPPORTS AND ANCHORS PN PART 1 - GENERAL 1.01 SECTION INCLUDES. A. Pipe and equipment support systems. PART 1 - GENERAL 1.01 SECTION INCLUDES A. Pipe and equipment support systems. B. Inserts. 1.02 RELATED SECTIONS A. Section 15890 - Ductwork Supports. 1.03 DEFINITIONS A. Supports: Attachments, hangers,

More information

SECTION DETAILS (MECHANICALLY ASSEMBLY)

SECTION DETAILS (MECHANICALLY ASSEMBLY) COVER SHEET ELEVATION SHEET SECTION DETAILS (MECHANICALLY ASSEMBLY) SECTION DETAILS (MECHANICALLY ASSEMBLY) SECTION DETAILS (WELDED ASSEMBLY) SECTION DETAILS (WELDED ASSEMBLY) SECTION DETAILS (DOOR ASSEMBLY)

More information

ITEM 555 CHAIN LINK FENCING

ITEM 555 CHAIN LINK FENCING ITEM 555 AFTER MARCH 1, 2012 CHAIN LINK FENCING 555.1 Description. This item shall govern for furnishing the quantities of chain link fencing and gates as shown on the plans, including all posts, bracing

More information

SECTION 1208 CHAIN LINK FENCING DESCRIPTION

SECTION 1208 CHAIN LINK FENCING DESCRIPTION SECTION 1208 CHAIN LINK FENCING 1208-1 DESCRIPTION This item covers the requirements for furnishing materials and constructing new chain link fences and gates in accordance with the details included herein

More information

SECTION 2831 ITEM F-162 CHAIN-LINK FENCES

SECTION 2831 ITEM F-162 CHAIN-LINK FENCES SECTION 2831 ITEM F-162 CHAIN-LINK FENCES PART 1 - GENERAL 1.1 DESCRIPTION. This item shall consist of furnishing and erecting a chain-link fence in accordance with these specifications and the details

More information

SECTION INSTALLATION OF OWNER-FURNISHED PRODUCTS

SECTION INSTALLATION OF OWNER-FURNISHED PRODUCTS SECTION 13 00 50 INSTALLATION OF PART 1 GENERAL 1.1 GENERAL A. Furnish and install all tools, supplies, materials, equipment, appurtenances, and labor necessary for the installation, testing, and placing

More information

SECTION CRL70 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS

SECTION CRL70 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS Page 1 of 6 SECTION 08 32 20 CRL70 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS USE THIS SECTION WHEN SPECIFYING OVERHEAD SUPPORTED GLASS [OR WOOD] PANEL PARTITIONS. SECTION INCLUDES OVERHEAD TRACK ASSEMBLY,

More information

SECTION METAL BUILDING SYSTEMS

SECTION METAL BUILDING SYSTEMS SECTION 13 3419 PART 1 GENERAL 1.01 SECTION INCLUDES A. Manufacturer-engineered, shop-fabricated structural steel building frame. B. Insulated Metal wall and roof panels including gutters and downspouts.

More information