A 2" MICHIGAN DEPARTMENT OF TRANSPORTATION. 1" (Min.) \ Bracket to \ bottom chord. 24-3" (Max.) 45 (Typ.) * W40 x 149. or l5 x 5 x 1/2 (see
|
|
- Rosa Bradford
- 5 years ago
- Views:
Transcription
1 For Information Only This Type of Support Has Varies To Be Analyzed For Each Case. 1/2 Detail A 2-6" (Max.) 3/8 5/8 " Stiffener \ Column 3/4 " Plate 7/16 7/ (Max.) to \ bottom chord * 1/4 1 1/ 45 5/16 * A 7/8"! Bolts A W40 x 149 5/8" Connection plate or l5 x 5 x 1/2 (see 3/4" Plate Interior details sheet 4 of 5) girder Detail B Fascia girder 4-0" 4-0" Max. for cantilever, Type J 6-0" Max. for truss, Type E ELEVATION * Stop weld 1/4" short of corner clips 1/ Bottom flange \ Interior girder 3/4" Plate B \ Column W40 x 149 C Plate C 24"! Pipe 7/8"! Bolts \ Fascia girder B SECTION A-A DEPARTMENT DIRECTOR Kirk T. Steudle FOR Michigan Department of Transportation BRIDGE SUPPORT BRACKET FOR PREPARED BY DESIGN DIVISION APPROVED BY: DIRECTOR, BUREAU OF FIELD SERVICES STEEL TRUSS, TYPE E & STEEL CANTILEVER TRUSS, TYPE J DRAWN BY: CHECKED BY: DHD AJU APPROVED BY: DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT 1 OF 5
2 2-10" 1-5" 1-5" Fascia 6 5/8" 9 3/4" 9 3/4" 6 5/8" girder web 1 3/4" 3 1/ 12 = 3-0" 3 1/ 1 3/4" 5/8" 5/8" 6" 6" Bracket flange plate Bracket web plate & \ plate 1 1/ Web connection plate 1-4" 1-4" R 3/8 3/4" 1-7 1/4" 3 1/4" /4" 3/4" 3 1/4" 1-7 1/4" /4" 1/ Bottom flange 4" 4" 1 1/ / 4 - SECTION B-B 1/2 1 3/4" 2-10" 1-5" 1-5" Fascia girder web 3 1/ 12 = 3-0" 1 1/ Web connection plate 1/4 & \ W40 x /4" /4" 3 1/ / 4-1 3/4" 4" 4" 1 1/ SECTION C-C 2 OF 5 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
3 1 1/ Web connection plate \ Plate 1-9 3/4" " Varies 1 - CONNECTION PLATE DETAIL 6 5/8" 6 5/8" 9 3/4" 5/8"! 2-0" Outside face of fascia girder Top flange 3 1/ / Top of 3/4" horizontal > 1 1/ Web DETAIL A 1 1/ Web 45 1/ Plate 1 1/ Web Bottom of 3/4" 1 1/ horizontal > 1/ x 4" x 1 Plate Bottom flange 4" DETAIL B D 1 1/ VIEW D-D 1 1/ Bottom flange 3 OF 5 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
4 L5 x 5 x 1/2 7/8"! HS bolts equally spaced Min. spacing, 4" max. spacing Tight fit E * Fascia girder * Bracket 10 = 3-0" 7/8"! HS bolts E 10 = 3-0" 7/8"! hs bolts 1/ x 5" Connection > * Fascia girder * Bracket Interior 45 1/ (See detail b Interior girder sheet 3 of 45 INTERIOR GIRDER CONNECTION DETAIL ALTERNATE INTERIOR GIRDER CONNECTION DETAIL (TO BE USED WITH EXISTING BEAM) (TO BE USED WITH NEW CONSTRUCTION) L5 x 5 x 1/2 R 2 1/ 2 1/ Interior girder web SECTION E-E 4 OF 5 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
5 NOTES: 1. Additional analysis may be required if conditions other than those shown on these plans exist or to ensure that the additional loading from this connection and from the sign support structure does not exceed the capacity of the bridge. 2. The design of this structure is based on the AASHTO Standard Specifications For Structural Supports For Highway Signs, Luminaires and Traffic signals, current Edition. 3. All structural steel, bolts, welding and galvanizing shall be per "MDOT Standard Specifications For Construction". 4. Blast clean base plates, stiffeners, and all weldments prior to galvanizing. 5. Hot-dip galvanize all components prior to bolted assembly. 6. Tighten all high strength galvanized bolts by the turn of the nut method. 7. All steel plates shall be ASTM A709, Grade Use 7/8"! ASTM A325 bolts for all connections. Provide 15/16"! holes unless otherwise stated. 9. Beam web depth is limited to 50". Minimum beam spacing is 4-0". 5 OF 5 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
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 informationSIGN SUPPORT SPECIAL DETAILS
Michigan Department of Transportation Traffic and Safety SIGN SUPPORT SPECIAL DETAILS SIGN-205 THRU SIGN-899 Disclaimer: The information provided is a product of the Michigan Department of Transportation
More informationItem 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 informationSTANDARD PLAN SYMBOLS & STANDARD LEGEND
EXISTING NEW STANDARD PLAN SYMBOLS & STANDARD LEGEND GENERAL NOTES: DRAINAGE AND EROSION CONTROL NOTES: DRAINAGE AND EROSION CONTROL NOTES (CONTINUED): UTILITY NOTES: STANDARD NOTES - 1 LANDSCAPE NOTES:
More informationPIPE CULVERTS. Construct pipe culverts, beveled ends, pipe aprons, and associated appurtenances.
PIPE CULVERTS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Pipe Culverts B. Pipe Aprons and Beveled Ends C. Footings for Concrete Pipe Aprons D. Pipe Apron Guards 1.02 DESCRIPTION OF WORK Construct pipe culverts,
More informationSection 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 information1. 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 informationSTRUCTURAL 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 informationSECTOR GATE PAINTING AND STEEL REPAIRS DRAWING NO. NEW BEDFORD-FAIRHAVEN BARRIER M ASSACHUSETTS W 912W J18B0007 SOLICITATION NO.: CONTRACT NO.
1 2 3 4 5 6 7 8 9 10 INDEX TO DRAWINGS G SHEET NO. 1 G-001 DESIGN FILE NBF-49_G-001.DGN SHEET TITLE SECTOR GATES COVER SHEET & INDEX US Army Corps of Engineers US Army Corps of Engineers New England District
More informationMICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PREFABRICATED STEEL PEDESTRIAN BRIDGE, TYPE 1
MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PREFABRICATED STEEL PEDESTRIAN BRIDGE, TYPE 1 OFS:MJF 1 of 10 APPR:JAB:POJ:09-29-18 FHWA:APPR:10-01-18 a. Description. This work consists of
More information.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 informationSECTION TIMBER FLOATS
SECTION 06210 PART 1 - GENERAL 1.01 SUMMARY A. This section covers furnishing and installing the timber float framing for the pile guide area, and all other components not specifically mentioned, necessary
More informationMICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PREFABRICATED STEEL PEDESTRIAN BRIDGE, TYPE 2
MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PREFABRICATED STEEL PEDESTRIAN BRIDGE, TYPE 2 OFS:MJF 1 of 10 APPR:JAB:POJ:09-29-18 FHWA:APPR:10-01-18 a. Description. This work consists of
More informationMICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PREFABRICATED STEEL PEDESTRIAN BRIDGE, TYPE 2
MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PREFABRICATED STEEL PEDESTRIAN BRIDGE, TYPE 2 OFS:MJF 1 of 10 APPR:JAB:POJ:07-07-17 FHWA:APPR:07-11-17 a. Description. This work consists of
More informationInsulating Cellular Concrete Steel Joists Painting. A. America Society for Testing and Materials (ASTM):
SECTION 05120 STRUCTURAL STEEL PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 03342 - Insulating Cellular Concrete. 2. 05210 - Steel Joists. 3. 09900 - Painting. 1.02 REFERENCES A. America Society
More informationAnchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi
STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel
More informationSECTION 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 informationDraft. 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 informationSECTION (16071) - VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS
SECTION 26 05 48 (16071) - VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS PART 1 GENERAL 1.01 SUMMARY A. This Section includes seismic restraints and other earthquake-damage-reduction measures for
More information.1 ANSI/ASME B31.1, Power Piping, (SI Edition)..2 American Society for Testing and Materials (ASTM)
Fitness Facility Addition Page 1 PART 1 GENERAL 1.1 RELATED SECTIONS.1 Section 03300 - Cast-in-Place Concrete.2 Section 05121 - Structural Steel for Buildings.3 Section 05500 - Metal Fabrications 1.2 REFERENCES.1
More information.2 Section Waste Management and Disposal.
Issued 2006/08/01 Section 05121 Structural Steel for Buildings Page 1 of 5 PART 1 GENERAL 1.1 RELATED SECTIONS.1 Section 01330 Submittal Procedures..2 Section 01355 Waste Management and Disposal..3 Section
More informationSECTION 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 informationSIGN SUPPORT STANDARD PLANS
Michigan Department of Transportation Traffic and Safety SIGN SUPPORT STANDARD PLANS SIGN-100-F THRU SIGN-890-B Disclaimer: The information provided is a product of the Michigan Department of Transportation
More informationSpecial 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 informationINSPECTION AND REPAIR OF THE DETERIORATED RT.72 MANAHAWKIN BAY BRIDGE
INSPECTION AND REPAIR OF THE DETERIORATED RT.72 MANAHAWKIN BAY BRIDGE Xiaohua H. Cheng 1, Gregory Renman 1 and Richard Dunne 1 Abstract The superstructure of Rt.72 over Manakawkin Bay Bridge consists of
More informationSO-DEEP, 9/2015 (703) VA. Group I-DL. Group I-DL
LIMITED ACCESS HIGHWAY By Resolution of Commonwealth Transportation Board dated January 18, 2001 PROJECT MANAGER: SURVEYED BY, DATE: TIMOTHY HARTZELL, P.E. (703) 259-2749 (NOVA District) PRECISION MEASUREMENTS,
More informationITEM 686 TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)
ITEM 686 TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL) 686.1. Description. This Item shall govern for designing, fabricating, furnishing and erecting steel traffic signal pole assemblies of the various types
More informationDIVISION 5 - STRUCTURAL STEEL AND IRON WORK
DIVISION 5 - STRUCTURAL STEEL AND IRON WORK SECTION 05100 STRUCTURAL METAL FRAMING PART 1.00 GENERAL 1.01 SCOPE OF WORK A. Work Included: 1. 2. Structural steel complete in place. Steel joists complete
More informationI-94/I-69 Interchange Bridge Construction
I-94/I-69 Interchange Bridge Construction General Project Information Let in August 2013 Cost of $76 million Prime Contractor Walter Toebe Construction Company Reconstruction of I-94 from Griswold to Lapeer
More information3.0 TEMPORARY DETOUR BRIDGES
3.0 TEMPORARY DETOUR BRIDGES Table of Contents 3.1 General...1 3.2 STORAGE SITES:...2 3.3 BID ITEMS:...2 3.4 INDEX OF PLAN SHEETS with H-Pile:...3 3.5 INVENTORY SHEET FOR DETOUR BRIDGES WITH H-PILE:...4
More informationInterior Hangers. Application
Application Interior bridge deck hangers are typically fabricated using two heavy duty sheet metal end clips that have been electrically resistance welded to an appropriate sized wire or formed metal connecting
More informationDexco Structural I-Beam Coil Racks Highly accessible, form fitting storage solutions for large coils and spools
Dexco Structural I-Beam Coil Racks Highly accessible, form fitting storage solutions for large coils and spools Safely storing and accessing metal coils can pose a real challenge. Ross engineers and manufactures
More informationDexco Structural I-Beam Cantilever Racks Versatile, durable storage solutions for materials of considerable length and mass
Dexco Structural I-Beam Cantilever Racks Versatile, durable storage solutions for materials of considerable length and mass Dexco Cantilever Rack Systems offer the strength, durability and layout to store
More informationMATERIAL SPECIFICATION FOR STEEL TRUSS BRACKETS
ONTARIO PROVINCIAL STANDARD SPECIFICATION OPSS.MUNI 2426 NOVEMBER 2017 MATERIAL SPECIFICATION FOR STEEL TRUSS BRACKETS TABLE OF CONTENTS 2426.01 SCOPE 2426.02 REFERENCES 2426.03 DEFINITIONS - Not Used
More informationPennDOT e-notification No. 13
PennDOT e-notification No. 13 Bureau of Project Delivery Bridge Design and Technology Division April 3, 2006 (Revised April 2016) Interim Revision to Bridge Standard Drawing(s) Drawing 86-353 PE (Change
More informationSECTION STRUCTURAL STEEL FRAMING
PART 1 - GENERAL 1.1 DESCRIPTION SECTION 05 12 00 SPEC WRITER NOTES: 1. Use this section only for NCA projects. 2. Delete between // ---// if not applicable to project. Also delete any other item or paragraph
More informationArea 1 see S2.0. New top of catwalk " Existing top of catwalk "±
General Notes: 1. Design Specifications: International Building Code (2015 Edition). Design Loads: Catwalks for maintenance access: 40PSF Dead load: Actural 2. The construction falsework/shoring/design
More informationSPECIFICATIONS 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 informationDistriubted by Material Storage Systems, Inc CANTILEVER. Distriubted by Material Storage Systems, Inc
CANTILEVER General Characteristics of Cantilever Cantilever rack is a medium to heavy duty storage solution for large, long or irregular shaped loads. As the name suggests, this rack features load bearing
More informationCONSTRUCTION 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 informationGusset Plate Retrofit in Illinois
Gusset Plate Retrofit in Illinois Jayme F. Schiff, P.E., S.E. Repair Plans Unit Chief Illinois Department of Transportation October, 2010 1 Illinois DOT s Guidelines for Rating Gusset Plates by the Load
More informationTypical Deck. CONSTRUCTION TIP SHEET 5 Basic Decks w/ 60 psf Live Loading
CONSTRUCTION TIP SHEET 5 Basic Decks w/ 60 psf Live Loading April 1, 2017 This Tip Sheet reflects code requirements of the 2015 International Residential Code (IRC) with Washington State Amendments which
More informationSECTION NON-STRUCTURAL METAL FRAMING
SECTION 09 22 16 PART 1 - GENERAL 1.1 DESCRIPTION A. This section specifies steel studs wall systems, shaft wall systems, ceiling or soffit suspended or furred framing, wall furring, fasteners, and accessories
More informationCITY OF MOUNT DORA LIFT STATION CHAINLINK FENCE AND GATE SPECIFICATIONS
CITY OF MOUNT DORA LIFT STATION CHAINLINK FENCE AND GATE SPECIFICATIONS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes furnishing and installing chain-link fabric fence, gate, and appurtenances. 1.02
More information1 1 4" FRAMING SYSTEM
4" FRAMING SYSTEM A000 (4 Gauge)...6-70 A00 (4 Gauge)...7-7 A4000 ( Gauge)...7-74 A000 (4 Gauge)... 7 Channel Nuts and Closure Strips...76-77 Flat Plate Fittings... 77 Ninety Degree Fittings...77-78 Z
More informationTypical Deck. CONSTRUCTION TIP SHEET 5 Basic Decks w/ 60 lb Live Loading
CONSTRUCTION TIP SHEET 5 w/ 60 lb Live Loading April 1, 2017 This Tip Sheet reflects code requirements of the 2015 International Residential Code (IRC) with Washington State Amendments which update the
More informationSECTION PRE-ENGINEERED COLD-FORMED METAL ROOF AND FLOOR TRUSSES
SECTION 05440- PRE-ENGINEERED COLD-FORMED METAL ROOF AND FLOOR TRUSSES PART 1 GENERAL 1.01 SUMMARY A. Section includes pre-engineered, pre-fabricated cold formed steel framing elements. Work includes:
More informationMICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR MODULAR EXPANSION JOINT SYSTEM. CFS:JSW 1 of 8 APPR:EMB:DBP: FHWA:APPR:
MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR MODULAR EXPANSION JOINT SYSTEM CFS:JSW 1 of 8 APPR:EMB:DBP:04-27-11 FHWA:APPR:06-01-11 a. Description. This work consists of providing all designs,
More informationA. The work under this section consists of furnishing and installing gauge steel framing and bracing as indicated on the drawings and as specified.
SECTION 05450 LIGHT GAUGE STEEL FRAMING SYSTEM PART 1 GENERAL 1.1 SUMMARY A. The work under this section consists of furnishing and installing gauge steel framing and bracing as indicated on the drawings
More informationPEDESTRIAN BRIDGE 866/
866/258-3401 WWW.BRIDGEBROTHERSINC.COM 1 Purpose and Scope These specifications are for a fully engineered clear span bridge of welded steel construction and shall be regarded as minimum standards for
More informationCONCRETE BARRIER R-49-G TYPE A BARRIER MICHIGAN DEPARTMENT OF TRANSPORTATION 20'-0" MAXIMUM BETWEEN JOINTS 8'-0" TAPERED SECTION (SEE NOTES)
- SPLIT 8'-0" TAPERED SECTION A B 40" A B " EXPANSION JOINT AT BEGINNING AND END OF SPLIT SECTIONS SEE EXPANSION JOINT DETAIL PLAN CONSTRUCTION STATIONING SHALL BE PLACED ON BOTH SIDES OF THE BARRIER.
More informationITEM 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 informationDIVISION 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 informationSection 13. Guidelines for the Design of Ground Mounted Sign Supports
Section 13 BDC11MR-04 13.1 Introduction Highway signs fall into two main categories, which are subdivided as follows: 1. Overhead Signs a. Sign Bridge Structures (GO) b. Sign Cantilever Structures (GO)
More informationAddendum #4 NEW LOW HEAD OXYGEN SYSTEM Contractor EXHIBIT T SPECIAL PROVISIONS SECTION METAL SHADE STRUCTURE
SECTION 13 34 00 METAL SHADE STRUCTURE PART 1 - GENERAL 1.01 STRUCTURE TYPE A. Structure shall be free standing rigid frame and gable roof with slopes as indicated. Structure shall also include foundation,
More informationMATERIAL 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 informationMATERIAL 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 informationMODEL SPECIFICATIONS: Hydraulically Driven Steel Underpinning Pile Specifications
MODEL SPECIFICATIONS: Hydraulically Driven Steel Underpinning Pile Specifications Mar/2008 v1.0 SECTION 02255 HYDRAULICLY DRIVEN STEEL UNDERPINNING PILES PART 1 GENERAL 1.01 SCOPE OF WORK The work shall
More informationSection 716. SHOP CLEANING AND COATING STRUCTURAL STEEL
716.01 Section 716. SHOP CLEANING AND COATING STRUCTURAL STEEL 716.01. Description. This work consists of shop cleaning and applying a complete coating system on new structural steel as a part of fabricating
More informationCHAPTER 16 - GANTRIES
CHAPTER 16 - GANTRIES DS Temple 16.1 SCOPE This section covers the inspection of Sign Gantries as specified in the applicable chapter of the Specifications. It also covers the special attention which must
More informationSECTION PLATE CONNECTED WOOD TRUSSES
SECTION 06173 PLATE CONNECTED WOOD TRUSSES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Shop fabricated wood trusses for roof and floor framing. 2. Bridging, bracing, and anchorage. B. Related Sections:
More informationSTRUT METAL FRAMING SYSTEMS
STRUT METAL FRAMING SYSTEMS CONTENTS STRUT CHANNELS 2 FLAT PLATE FITTINGS 4 ANGLE FITTINGS 6 Z & U FITTINGS 8 BEAM CLAMPS 9 BASE POSTS 11 CANTILEVERS 13 I-BEAM SUPPORTS 15 PROPERTIES OF SECTION PROFILES
More informationMATERIAL 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 informationSECTION 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 informationbee t t t t MODULAR BRIDGE True north Steel DESIGN NOTES SHEET INDEX S/N 45MB24-STANDARD
--------------1-----------------------------2-----------------------------3-------------- STRUCTURAL GENERAL NOTES 1. ALL STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO THE REQUIREMENTS OF AASHTO
More informationCANTILEVER IPE
IPE 90-120 RAL 3000 Columns RAL 1004 Shelves Galvanized crosses and accessories Freestanding shelving particularly suitable for the storage of long materials such as pipes, bars, sections, sheets in packs,
More informationNational Master Specification (NMS) Section Publisher: Spex.ca Page 1. Approved: RELATED REQUIREMENTS.1 [ ].
National Master Specification (NMS) Section 05 50 00 METAL FABRICATIONS Publisher: Spex.ca Page 1 Approved: 2010-06-30 Part 1 General 1.1 RELATED REQUIREMENTS.1 [ ]. 1.2 REFERENCES.1 CSA International.1
More information1.2 ACTION AND INFORMATIONAL SUBMITTALS.1 Provide submittals in accordance with Section Submittal Procedures.
BID OPPORTUNITY NO. 253-2011 PAGE 1 OF 7 PART 1 GENERAL 1.1 REFERENCES.1 American Society of Mechanical Engineers (ASME).1 ASME B31.1, Power Piping, B31.3 Process Piping, B31.9 Building Services Piping..2
More informationStructural vs Nonstructural Members. Roger LaBoube, Ph.D., P.E. Wei-Wen Yu Center for Cold-Formed Steel Structures
Structural vs Nonstructural Members Roger LaBoube, Ph.D., P.E. Wei-Wen Yu Center for Cold-Formed Steel Structures Behavior of Cold-Formed Steel Members STEEL DESIGN SPECIFICATIONS Type of steel Specification
More informationCONSOLIDATED EDISON COMPANY OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY DISTRIBUTION ENGINEERING DISTRIBUTION EQUIPMENT
CONSOLIDATED EDISON COMPANY OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY 10003 DISTRIBUTION ENGINEERING DISTRIBUTION EQUIPMENT SPECIFICATION EO-1124 REVISION 3 November 2013 EFFECTIVE DATE November 11,
More informationProvide 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 informationDexco Structural I-Beam Specialized Racks Custom storage solutions for products of unique shapes and sizes
Dexco Structural I-Beam Specialized Racks Custom storage solutions for products of unique shapes and sizes No matter how uncommon or detailed your storage requirements, Ross can deliver a rack system to
More informationPROJECT: 4/30/14 DATE: REVISIONS: 6/10/14 7/28/14 11/3/14 11/12/14 11/14/14 OF 6
4/30/14 C 7/31/2014 4'-6" RAMP TO EXISTING GRADE DRAWN: JW 11/12/2014 AS REQ'D 7'-10 1/2" 7'-10 1/2" 7'-10 1/2" 7'-10 1/2" 2'-0 1/2" 4'-10 1/2" 6" 3'-10" 3'-8" L2X2X1/8 @ 16" OC (TYP) L2X2X1/8 @ 16"
More informationK. 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 informationSHEAR STRENGTH OF DETERIORATED STEEL GIRDERS IN MULTI-GIRDER BRIDGES
SHEAR STRENGTH OF DETERIORATED STEEL GIRDERS IN MULTI-GIRDER BRIDGES AMANDA BAO 1, PhD, PE, CALEB GUILLAUME and ALANA MORAES Civil Engineering Technology, Rochester Institute of Technology, USA 1 Corresponding
More informationPotential for high-performance steel in a long span truss bridge
Lehigh University Lehigh Preserve Theses and Dissertations 1994 Potential for high-performance steel in a long span truss bridge Zhihong Li Lehigh University Follow this and additional works at: http://preserve.lehigh.edu/etd
More information2. Clarification: The notice to proceed construction period of 60 days will begin after the Contractor receives all materials and equipment.
East Energy Chiller 1 Cooling Tower Addition State Project Number H27-1969 Addendum One June 28, 2012 NOTE: The following amendments, additions, and deletions shall be made to the Construction Documents
More informationEssex County College - West Essex Campus Addition And Renovations dlb # / SECTION CABLE TRAYS FOR COMMUNICATIONS SYSTEMS
SECTION 270536 - CABLE TRAYS FOR COMMUNICATIONS SYSTEMS PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division
More informationDelivering Reliability. Electrical Vaults. Power & Energy-Underground Structures
A Delivering Reliability Electrical Vaults Power & Energy-Underground Structures A The Benefits of Precast Vaults Electrical vaults house power cables and transformers, and are a preferred alternative
More informationCurved W-beam rails shall be formed to the radius specified in accordance with drawing TEB 3.54.
14.1 Guardrail - General Guardrail located at bridge approaches is a safety item designed to dampen the stray vehicle impact energy and then deflect it back onto the riding surface. To provide the degree
More informationERRATA for G12.1, Guidelines to Design for Constructability, 2016 Edition
ERRATA for December 2016 Dear Customer: Recently, we were made aware of some technical revisions that need to be applied to the Guidelines to Design for Constructability, 2016 Edition. Please scroll down
More informationInspection of Steel Girder Bridges
Course Outline Inspection of Steel Girder Bridges Bridge superstructure systems Defects in steel members Failure mechanics Fatigue Constrained Induced fracture (CIF) Inspection Inspection of Pin & Hanger
More informationPREFABRICATED STEEL TRUSS SPECIFICATIONS
PREFABRICATED STEEL TRUSS SPECIFICATIONS 1. GENERAL 1.1 Scope All engineering design and related detailing of the bridge(s) shall be provided by the supplier. The design and detailing shall conform to
More informationREHABILITATION PACKAGE 4-a
4-a WINONA BRIDGE (BRIDGE 5900) REHABILITATION PACKAGE 4-a Rehab option 4-a is a rehabilitation package whereby all spans of the existing steel truss structure would be rehabilitated and strengthened.
More informationJOB BB0414 PORTER RD. HWY. 112/71B WIDENING & INTCHNG. IMPVTS. (S) AUGUST 10, 2016
JOB BB0414 PORTER RD. HWY. 112/71B WIDENING & INTCHNG. IMPVTS. (S) AUGUST 10, 2016 Is it allowable to substitute the WF beams to Plate Girders on Bridge 05692? The substitution of a plate girder with flanges
More informationRESIDENTIAL DECK REQUIREMENTS CITY OF NOVI Community Development Department (248)
RESIDENTIAL DECK REQUIREMENTS CITY OF NOVI Community Development Department (248) 347-0415 Submit the Following: Application for Building Permit Woodland Affidavit Wetland Affidavit Homeowner Association
More informationDivision MEDICAL EQUIPMENT SUPPORT SYSTEMS PART 1 GENERAL
Division 11-7010 MEDICAL EQUIPMENT SUPPORT SYSTEMS PART 1 GENERAL 1.1 SUMMARY A. Contractor shall provide medical equipment support systems as indicated on the drawings. Support systems shall be as required
More informationSECTION PREFABRICATED PIPE BRIDGE(s)
SECTION 13135 - PREFABRICATED PIPE BRIDGE(s) PART 1 - GENERAL 1.01 Scope A. The Contractor is responsible for all engineering design, detailing, fabricating, installation including foundations for the
More informationCOMPLETE REVISION February Process Industry Practices Structural. PIP STS05120 Structural and Miscellaneous Steel Fabrication Specification
COMPLETE REVISION February 2011 Structural PIP STS05120 Structural and Miscellaneous Steel Fabrication Specification PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process
More informationCURVED STEEL I GIRDER BRIDGES RAMP GH OVER THE ERIE CANAL INTRODUCTION BEHAVIOR OF CURVED BRIDGES DIFFERENCES FROM STRAIGHT BRIDGES
DIFFERENCES FROM STRAIGHT BRIDGES Torsion effects Flange lateral bending Global stability CURVED STEEL I GIRDER BRIDGES RAMP GH OVER THE ERIE CANAL Constructability concerns INTRODUCTION COMPARISON WITH
More informationAN INSPECTION FRAMEWORK FOR ASSESSING CONDITION OF GROUND MOUNT TRUSS/CANTILEVER OVERHEAD SIGN STRUCTURES
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 AN INSPECTION FRAMEWORK FOR ASSESSING CONDITION OF GROUND MOUNT TRUSS/CANTILEVER OVERHEAD
More informationVOLUNTARY - EARTHQUAKE HAZARD REDUCTION IN EXISTING HILLSIDE BUILDINGS (Division 94 Added by Ord. No. 171,258, Eff. 8/30/96.)
DIVISION 94 VOLUNTARY - EARTHQUAKE HAZARD REDUCTION IN EXISTING HILLSIDE BUILDINGS (Division 94 Added by Ord. No. 171,258, Eff. 8/30/96.) SEC. 91.9401. PURPOSE. (Amended by Ord. No. 172,592, Eff. 6/28/99,
More informationSECTION ALUMINUM WALKWAY COVERS. A. The requirements of Division 1 specifications shall apply to work specified in the section.
SECTION 10 5300 ALUMINUM WALKWAY COVERS Part 1 General 1.01 Related Documents A. The requirements of Division 1 specifications shall apply to work specified in the section. 1.02 References A. International
More informationMASTER AGREEMENT FOR BRIDGE DESIGN SERVICES SCOPE OF WORK
MASTER AGREEMENT FOR BRIDGE DESIGN SERVICES SCOPE OF WORK The professional services to be provided by the Consultant under this Agreement shall be as necessary to complete the required analyses, layouts,
More informationBY DAYTON SUPERIOR. FormRight FORMING SYSTEM
BY DAYTON SUPERIOR FormRight FORMING SYSTEM System Design The FormRight concrete forming system is a modular design suitable in handset or gangform applications. Modular versatility Panels come in 23 different
More informationCITY 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 informationSECTION METAL FLOOR PLATE STAIRS
SECTION 05513 - METAL FLOOR PLATE 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 informationSTATE UNIVERSITY CONSTRUCTION FUND. UNIVERSITY CON DIRECTIVE 5-1 Issue date: October 2014
STATE STRUCTION FUND DIRECTIVE 5-1 Issue date: October 2014 STRUCTURAL STEEL 1. General: It is the Fund's policy that the design of the structural steel is the prime responsibility of the project's Structural
More informationCity of Winnipeg BASES, HANGERS AND SUPPORTS Section NEWPCC - Pump Well Isolation Page 1 of 6 Tender No June 2003
NEWPCC - Pump Well Isolation Page 1 of 6 PART 1 General 1.1 RELATED SECTIONS.1 Section 01001 General Requirements..2 Section 03300 - Cast-in-Place Concrete..3 Section 05121 - Structural Steel for Buildings..4
More informationProject No
PART 1 - GENERAL 1.1 SECTION INCLUDES A. Seismic Requirements for single rod hanger supports for conduit, pipe and other similar systems. B. Seismic Requirements for trapeze type supports for cable tray,
More information