SPECIFICATION 0312 CONCRETE REINFORCEMENT. for UQ ADVANCED ENGINEERING BUILDING AEB
|
|
- Primrose Carter
- 7 years ago
- Views:
Transcription
1 SPECIFICATION 0312 CONCRETE REINFORCEMENT for UQ ADVANCED ENGINEERING BUILDING AEB
2 0171 GENERAL REQUIREMENTS Page:2 March 2011 AEB Construction Issue
3 - Concrete Reinforcement Specification Advanced Engineering Building University of Queensland Report ref: March 2011 Revision 2
4 Document prepared by: Aurecon Australia Pty Ltd ABN Turbot Street Brisbane Queensland 4000 Australia T: F: E: brisbane@ap.aurecongroup.com W: aurecongroup.com Document control Document ID: P:\WP\44326\002 Structural\Specifications\Tender Specifications\Specification for Reinforcement_R2.doc Rev No Date Revision details Typist Author Verifier Approver 0 14 October 2010 Issued for Bill of Quantities EJS EJS 1 20 October 2010 Issued for Tender EJS EJS 2 18 March 2011 Issued for Construction DK EJS EJS EJS A person using Aurecon documents or data accepts the risk of: a) Using the documents or data in electronic form without requesting and checking them for accuracy against the original hard copy version. b) Using the documents or data for any purpose not agreed to in writing by Aurecon.
5 Contents 1. General Cross references Standards 1 2. Quality Inspection Submissions 2 3. Reinforcement General Reinforcement Grade Energy Reducing Processes Dowels Welding Recycled content of steel Fabrication tolerances Off Site Optimal Fabrication of Reinforcing Steel Protective coated reinforcement 5 4. Fixing reinforcement Fixing requirements Concrete cover Provision for concrete placement Reinforcement supports Facade construction joints Earthing and lightning conductors 9 Project File Specification for Reinforcement_R2.doc 18 March 2011 Revision 2 Aurecon Page i
6 1. General 1.1 Cross references General Refer to the General requirements specification Related specifications and reports Refer to the following specifications: Concrete Formwork Concrete Reinforcement Concrete Post-Tensioning Precast Concrete Concrete Design Brief Architectural Specification 1.2 Standards General Reinforcement: To AS 1302, AS 1303, AS 1304 and relevant clauses of AS 3600:2009 Project File Specification for Reinforcement_R2.doc 18 March 2011 Revision 2 Aurecon Page 1
7 2. Quality 2.1 Inspection The inspection programme shall be in accordance with the Managing Contractors Quality Plan and shall as a minimum include: Witness points and hold points Give minimum of one working day notice so that inspection may be made of the following: Reinforcement fixed in place Cores and embedments fixed in place Inspect the reinforcement and correct any defects prior to requesting an inspection Certification All reinforcing steel supplied shall be sourced from a steel maker that is certified in both of the following: ISO The steel making facilities where steel for the project is sourced shall have a currently valid ISO Environmental Management System (EMS) in Place. Valid ISO Environmental Management System (EMS) certificates must be provided refer to section below. World Steel Association s Climate Action Programme Any steel maker supplying steel shall be a member of the World Steel Association s (WSA) Climate Action Plan (CAP). A current CAP certificate from the WSA, confirming that the steel maker is a member of the CAP, must be provided refer to section below. 2.2 Submissions Schedules Prepare and furnish upon request, in duplicate, schedules of all steel reinforcement required under this specification Tests Certificate of compliance: Submit either the manufacturer's certificate of compliance with the relevant standard, or an independent testing authority's test certificates demonstrating compliance Recycled content Submit manufacturer s confirmation of percentage of post consumer recycled content of reinforcing steel Energy Reducing Processes Submit manufacturer s confirmation that at least 60% of reinforcing steel is produced using energyreducing processes in it s manufacture (measured by average mass by steel maker annually). Energy reduction arising from energy-reducing processes must equate to at least 40 MJ/tonne. Project File Specification for Reinforcement_R2.doc 18 March 2011 Revision 2 Aurecon Page 2
8 To determine compliance a lifecycle assessment must be made in accordance with Protocol for Demonstrating Equivalency in Energy Reduction provided by the Green Building Council of Australia Offsite Fabrication Techniques Submit confirmation of total percentage of steel (by mass) fabricated using an optimal offsite fabrication technique as defined by the Green Building Council of Australia and details of the optimal offsite fabrication technique used Execution Changes: Submit proposed changes, if any, in the reinforcement shown on the drawings, including additional splicing. Mechanical splices: If mechanical bar splices are proposed or required submit details and test certificates for each size and type of bar to be spliced. Damaged galvanizing: If repair to AS 1650 Appendix F is intended, submit proposals Steel Suppliers Accreditation Submit confirmation from the steel manufacturer of their ISO certification in the form of ISO Environmental Management System (EMS) certificate(s) for the facilities where the steel is manufactured and membership to the World Steel Associations (WSA s) Climate Action Programme (CAP) in the form of a current certificate from the WSA, confirming that the steel maker is a member of the CAP. Project File Specification for Reinforcement_R2.doc 18 March 2011 Revision 2 Aurecon Page 3
9 3. Reinforcement 3.1 General Extent: Provide reinforcement, including tie wires, support chairs, tophats, spacers and accessories. Identification: Supply reinforcement which is readily identifiable as to grade and origin. Site bending: Bending of bars shall be in accordance with AS 3600:2009. If heated, the temperature of the bar shall not exceed 450 o C. Submit details of the proposed monitoring technique (heat crayons would be acceptable), and provide written confirmation upon completion of the works that this temperature has not been exceeded. Splicing: All splices shall comply with AS 3600:2009 and the drawings. Submit for approval details of proposed splicing not shown on the drawings. Surface Condition: Reinforcement shall be supplied and maintained free from loose mill scale, loose rust, mud, oil, grease and other coatings which would reduce the bond. Where there is a delay in depositing concrete after placement of reinforcement, the reinforcement shall be restored to a satisfactory condition. Reinforcement which has become pitted with rust may be rejected. Pullout Bars: Pullout bars to be Tempcore only. No microalloy bar to be used for pullout bars. 3.2 Reinforcement Grade Unless otherwise noted within this specification or on drawings all reinforcement shall be Grade 500N. 3.3 Energy Reducing Processes At least 60% of reinforcing steel supplied shall be produced using energy-reducing processes in it s manufacture (measured by average mass by steel maker annually). Energy reduction arising from energy-reducing processes must equate to at least 40 MJ/tonne. To determine compliance a lifecycle assessment must be made in accordance with Protocol for demonstrating Equivalency in Energy Reduction provided by the Green Building Council of Australia 3.4 Dowels Standard: To AS 1302 grade 250R. General: Provide each dowel in one piece, straight, with square cut ends free from burrs. Apply two coats of bitumen emulsion to half the length of the dowel at one end. Embed the unpainted half of the dowels in the concrete placed first. Tolerances: Location: ± half the diameter of the dowel Alignment: 2 mm in 300 mm 3.5 Welding General: Give notice before welding reinforcement. Do not weld reinforcement within 75 mm of a section which has been affected by bending or re-bending. No welding will be permitted on hot rolled high strength deformed bars without written acceptance. Standard: To AS and AS 3600:2009. Stainless steel reinforcement shall not be welded. Project File Specification for Reinforcement_R2.doc 18 March 2011 Revision 2 Aurecon Page 4
10 3.6 Recycled content of steel All reinforcing steel shall have minimum post consumer recycled content as follows: Reinforcing Bar 80% Reinforcing Mesh 60% The Subcontractor shall provide written confirmation of the content of post consumer recycled content of all reinforcing steel to the Managing Contractor. 3.7 Fabrication tolerances Position of reinforcement: Unless shown otherwise, the reinforcement shall be cut, bent, and fabricated to the dimensional tolerances allowed by AS 3600: Off Site Optimal Fabrication of Reinforcing Steel A minimum of 15% of the reinforcing steel (by mass) shall be assembled using off sire optimal fabrication techniques as detailed below. The off sire optimal fabrication of reinforcing steel used in the building structure shall include any combination of the techniques in Table 3.7 which optimise laps in mesh and spacing between bars thereby reducing material and wastage associated with reinforcing steel fabrication and use. Note that off site cutting and bending of bars to be hand laid on site is not considered an optimal fabrication technique. Optimisation Technique Engineered Reinforcing Bar Carpet Engineered/Custom Mesh Prefabricated Reinforcing Cages Description Reinforcing bars fabricated off site for rolling out on site Run-to-length meshes, tailored meshes, high ductility meshes, special size meshes, engineered meshes, variable diameter and spacing meshes Prefabricated reinforcing cages for concrete elements such as slabs, walls, cores, columns and piles. Table 3.7 Off Site Optimal Fabrication Techniques for Reinforcing Steels. 3.9 Protective coated reinforcement Extent For concrete elements containing protective coated reinforcement, provide the same coating type to all that element's reinforcement and embedded ferrous metal items, including tie wires, stools, spacers, stirrups, plates and ferrules, and protect other embedded metals with a suitable coating Galvanising Coating (minimum): 700 g/m 2. Preparation: Pickling to AS Passivation: After galvanising, passivate the coating by immersion in a bath of chromate solution. Bars shall be galvanised before bending. Damaged surfaces or welded areas shall be made good with an approved organic zinc rich paint applied strictly in accordance with the manufacturer s recommendations. Project File Specification for Reinforcement_R2.doc 18 March 2011 Revision 2 Aurecon Page 5
11 3.9.3 Unencased reinforcement General: Provide protection for "starter bars" and other items projecting from cast concrete for future additions, and exposed to the weather. Protection method: Approved cement wash Project File Specification for Reinforcement_R2.doc 18 March 2011 Revision 2 Aurecon Page 6
12 4. Fixing reinforcement 4.1 Fixing requirements General: Reinforcement shall be as shown on the contract drawings and shall be securely tied and held in position within the tolerances specified in AS 3600:2009. Fixing Requirements: Reinforcement shall be secured against displacement by tying at intersections with 1.6 mm diameter annealed iron wire or approved clips or ties. Bend ends of wire ties away from the formed faces so that the wire does not project into the cover. Protection in Hot Weather: Reinforcement shall be sprayed with water to keep the temperature of the steel below 32 o C immediately prior to pouring concrete. During concrete pouring, a reinforcing steelfixer shall be available to correct any damaged or displaced reinforcement. Mats: For bar reinforcement in the form of a mat, secure each bar at alternate intersections, and at other points as required. Beams: Tie ligatures to bars in each corner of each ligature. Fix other longitudinal bars to ligatures at 1 m maximum intervals. Columns: Secure longitudinal column reinforcement to all ligatures at every intersection. Bundled bars: Tie bundled bars together so that the bars are in closest possible contact. Provide tie wire at least 2.5 mm diameter at centres 24 times the diameter of the smallest bar in the bundle. Bar laps shall be as follows, unless noted otherwise on the drawings: Bar Less than 300 concrete under More than 300 concrete under N N N N N N Table 4.1 Minimum Reinforcement Bar Laps Project File Specification for Reinforcement_R2.doc 18 March 2011 Revision 2 Aurecon Page 7
13 4.2 Concrete cover Minimum cover (mm) to all reinforcement shall be as follows, unless noted otherwise on the drawings: Bored piers Element Formed and not exposed to weather Formed and exposed to ground water and weather (Note 1) Contractor Designed Not formed, cast against ground etc. Footings Slab on ground Retaining walls Suspended slab and bands Beams Columns Walls Note 1: Includes all elements with membrane Table 4.2 Minimum Concrete Covers Structures for retaining liquids: To AS Provision for concrete placement Notice: If spacing or cover of reinforcement does not comply give notice. 4.4 Reinforcement supports Support types General: Provide purpose-made concrete, metal or plastic supports. Obtain approval for methods to be used for off-form finish areas and areas specified to have colour control. Allow for the use of either white, grey or black plastic bar chairs to such areas. Colour to be approved following construction of prototype panel. Refer to INSITU CONCRETE specification. Exposure classification A1: Provide a protective coating to ferrous metal supports which extend to the surface of the concrete. Exposure classifications more severe than A1: Provide: plastic supports of adequate strength and of a shape appropriate to the location concrete supports of the same concrete mix as the concrete element Supports over membranes Prevent damage to waterproofing membranes or vapour barriers. Place a metal or plastic plate under each support to prevent puncturing Support spacing Bars: Fabric: 60 diameters. maximum of 750 mm. Project File Specification for Reinforcement_R2.doc 18 March 2011 Revision 2 Aurecon Page 8
14 4.5 Facade construction joints All horizontal reinforcement bars to the externally exposed facade elements are to be stopped, short of vertical construction joints. Each bar is to be lapped with a galvanised reinforcement bar of the same size as the curtailed bar. The galvanised lap bar shall cross the construction joint and lap with the curtailed bars over a length as specified on the structural drawings. 4.6 Earthing and lightning conductors At locations as specified on the Electrical drawings, connect a minimum of 4 column reinforcement bars in a manner suitable for them to act as lightning down conductors, in accordance with AS Refer Lightning Protection System Specification Project File Specification for Reinforcement_R2.doc 18 March 2011 Revision 2 Aurecon Page 9
Welded Fabric. The CARES Guide to Reinforcing Steels Part 5. Installation of welded fabric on a major contract. 1.0 Introduction
Welded Fabric 1.0 Introduction Welded fabric, often referred to as mesh, is a machine welded grid arrangement of reinforcing bars or wires. It is covered by British Standard BS4483. This was revised in
More informationSECTION 15076 CEMENT-MORTAR LINED AND COATED STEEL PIPE
SECTION 15076 CEMENT-MORTAR LINED AND COATED (CML&C) STEEL PIPE PART 1 GENERAL 1.01 DESCRIPTION This section designates the requirements for steel pipe fabrication, test in shop, installation of steel
More informationHIGH PERFORMANCE PRE-APPLIED SYSTEM FOR BLIND SIDE & BELOW GRADE WATERPROOFING APPLICATIONS
BSW HIGH PERFORMANCE PRE-APPLIED SYSTEM FOR BLIND SIDE & BELOW GRADE WATERPROOFING APPLICATIONS BSW is a fully reinforced Pre-Applied system membrane designed for horizontal and vertical external blind-side
More informationDetailing of Reinforcment in Concrete Structures
Chapter 8 Detailing of Reinforcment in Concrete Structures 8.1 Scope Provisions of Sec. 8.1 and 8.2 of Chapter 8 shall apply for detailing of reinforcement in reinforced concrete members, in general. For
More informationCONSTRUCTION OF PERIMETER FENCE - COMMERCIAL AND T&D OFFICE COMPOUND, ONVERWAGT
BILL Nr1 - PRELIMINARIES 1.0 PRELIMINARY PARTICULARS CONSTRUCTION OF PERIMETER FENCE - COMMERCIAL 1.1 Funding The funding shall be provided by the Guyana Power & light Inc., of 40 Main street, North Cummingsburg,
More informationSPECIAL INSPECTION AND TESTING AGREEMENT INTERNATIONAL BUILDING CODE
Community Development Permit Services SPECIAL INSPECTION AND TESTING AGREEMENT INTERNATIONAL BUILDING CODE PROJECT NAME PROJECT ADDRESS PERMIT NUMBER CITY RECEIVED STAMP AND INITIALS Instructions: BEFORE
More informationTECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE
TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE TECHNICAL SPECIFICATION PART 8000 - PRECAST CONCRETE TABLE OF CONTENTS Item Number Page 8100 PRECAST CONCRETE CONSTRUCTION - GENERAL 8-3 8101 General
More informationGENERAL SPECIFICATION FOR CIVIL ENGINEERING WORKS SECTION 13 WORK FOR ELECTRICAL AND MECHANICAL INSTALLATIONS
GENERAL SPECIFICATION FOR CIVIL ENGINEERING WORKS SECTION 13 WORK FOR ELECTRICAL AND MECHANICAL INSTALLATIONS 13.1 13.2 2006 Edition SECTION 13 WORK FOR ELECTRICAL AND MECHANICAL INSTALLATIONS GENERAL
More informationFORM DESIGN. easy to work with, and generally available.
Forms play a major role in concrete construction. They give the plastic concrete its shape and hold it until it hardens. Forms protect the concrete, assist in curing it, and support any reinforcing rods
More informationDraft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14
Draft Table of Contents Building Code Requirements for Structural Concrete and Commentary ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318 14) Chapter 1 General 1.1 Scope of ACI 318
More informationFabrication of Reinforcement
Fabrication of Reinforcement 1.0 Introduction The fabrication of reinforcing steels, into shapes suitable for fixing into the concrete formwork, is normally performed 'off-site' in the UK, by specialist
More informationEmbedded Parts Introduction - Anchors
In the plant construction or process plants such as chemical, petrochemical, gas or power plants various disciplines are brought into contact and built on each other. Civil, mechanical, electro technical
More informationSECTION 02630 STORM DRAINAGE SYSTEM
SECTION 02630 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for storm drainage systems including modifications and connections to existing storm drainage systems. 1.02 REFERENCE
More informationTARIFF CODE and updates standard
TARIFF CODE and updates standard No HS CODE AHTN CODE PRODUCT DESCRIPTION PRODUCT TYPE STANDARDS IDENTIFIED 7207 Semi finished products of iron or non alloy steel Containing by weight less than 0.25% of
More informationDesign and Construction of Cantilevered Reinforced Concrete Structures
Buildings Department Practice Note for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineers APP-68 Design and Construction of Cantilevered Reinforced Concrete Structures
More informationAcceptance Codes APPENDIX - A. Acceptance Criteria
1111 Receipt of a satisfactory Test Report from WSDOT Materials Laboratory is required indicating the lot (or lots) or batch of material meets the requirement of the specifications under which it is listed.
More informationTreatment of a surface or structure to resist the passage of water in the absence of hydrostatic pressure. presence of hydrostatic pressure.
Recommend Approval: Team Leader Date Division Chief Date Approved: Director Date Maryland Department of Transportation State Highway Administration Office of Materials Technology MARYLAND STANDARD METHOD
More informationFUTURE SLAB. PENETRATIONS and. DEMOLITION of POST-TENSIONED FLOORS
FUTURE SLAB PENETRATIONS and DEMOLITION of POST-TENSIONED FLOORS 1.0 INTRODUCTION Post-tensioned floor slabs in Australia and South East Asia are now universally regarded as the most cost effective form
More informationWATERPROOFING FOR CONCRETE STRUCTURES
MANUAL OF CONTRACT DOCUMENTS FOR ROAD WORKS VOLUME 1 SPECIFICATION FOR ROAD WORKS SERIES 2000 WATERPROOFING FOR CONCRETE STRUCTURES Contents Clause Title Page 2001 General 2 2002 Protection of Bridge Deck
More informationBAR BENDER & STEEL FIXER DRAFT CURRICULUM/SYLLABUS
BAR BENDER & STEEL FIXER DRAFT CURRICULUM/SYLLABUS This program is aimed at training candidates for the job of a Bar Bender & Steel Fixer, in the Construction Sector/Industry and aims at building the following
More informationChapter. Restoration of Damaged Structures
5 Chapter Restoration of Damaged Structures Bringing back a damaged structure to its pre-earthquake state and original strength is called restoration. This is the first step of building rehabilitation.
More informationSafe & Sound Bridge Terminology
Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries
More informationWastewater Capital Projects Management Standard Construction Specification
CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 10.1 Precast Concrete Pipe 10.1.1 General This section covers material requirements,
More informationSECTION 260536 - CABLE TRAYS. A. Continuous, rigid, welded steel or stainless steel wire mesh cable management system.
SECTION 260536 - CABLE TRAYS PART 1 - GENERAL SECTION INCLUDES: A. Continuous, rigid, welded steel or stainless steel wire mesh cable management system. B. Cable tray systems are defined to include, but
More informationSECTION 7: C - STRUCTURAL ENGINEERS SPECIFICATIONS
SECTION 7: C - STRUCTURAL ENGINEERS SPECIFICATIONS SITE C SHOPPING CENTRE, KHAYELITSHA PROJECT NO 2369 Project Specification Refer all queries to: John Meiring Tel: +27 21 425 0065 REVISION P01 E-mail:
More informationTension Development and Lap Splice Lengths of Reinforcing Bars under ACI 318-02
ENGINEERING DATA REPORT NUMBER 51 Tension Development and Lap Splice Lengths of Reinforcing Bars under ACI 318-02 A SERVICE OF THE CONCRETE REINFORCING STEEL INSTITUTE Introduction Section 1.2.1 in the
More informationTECHNICAL SPECIFICATION SERIES 7000 CONCRETE CONSTRUCTION
TECHNICAL SPECIFICATION SERIES 7000 CONCRETE CONSTRUCTION TECHNICAL SPECIFICATION SERIES 7000 - CONCRETE CONSTRUCTION MINOR STRUCTURES TABLE OF CONTENTS Item Number Page 7000 Concrete construction 7-3
More informationPreformed Metal Roofing and Siding
Page -1-1. GENERAL 1.1. Description This specification along with the drawings covers the furnishing of all material, products, equipment, accessories, tools, services, transportation, labor and supervision
More informationBILL OF QUANTITY FOR THE WORK OF "REPAIRING OF CIVIL & PLUMBING WORKS INSIDE AND OUTSIDE OF THE WORKSHOP"
BILL OF QUANTITY FOR THE WORK OF "REPAIRING OF CIVIL & PLUMBING WORKS INSIDE AND OUTSIDE OF THE WORKSHOP" Sl. 1 DISMANTLING WORK 1.1 Stripping off worn out plaster (outside and inside) and raking out joints
More informationDENVER MODEL 30 X 30 SPECIFICATIONS
DENVER MODEL 30 X 30 SPECIFICATIONS Dimensions: Roof Dimensions 30-0 x 30-0 (4) Columns (Center to Center) 25-6½ x 25-6½ Minimum Clearance 8-0 Roof Height @ Peak Dependent on Col. Ht. Hip Roof 4:12 pitch
More informationSuperform Products Ltd.
TYPICAL CORNER REINFORCING NOTE : SEE ENGINEERED REBAR SCHEDULES SUPPLIED BY THE MANUFACTURER STEEL REINFORCEMENT WALL CORNER 90 Copyright 2012 Sept. 2012 5.1.1 Rebar Spacing 6" 12" Max. Load LB./FT. 2000
More informationBLACK JACK ALL WEATHER ROOF COATING
PAGE: 1 of 6 PRINT DATE: 16/09/2004 BLACK JACK ALL WEATHER ROOF COATING DESCRIPTION BLACK JACK ALL WEATHER ROOF COATING is a solvent based, full bodied black brushable compound with added fibres for reinforcement.
More informationAfter reading this lesson you will be able to: 12.3 IMPORTANCE OF ROOF 12.4 TYPES OF ROOF IN A HOUSE
86 :: Certificate in Construction Supervision (CIVIL) 12 ROOF 12.1 INTRODUCTION The structure provided to cover the house surface (floor) is known as roof. For different situation and requirement, it is
More informationSECTION 32 31 13 CHAIN LINK FENCES AND GATES
PART 1 GENERAL 1.1 DESCRIPTION SECTION 32 31 13 CHAIN LINK FENCES AND GATES SPEC WRITER NOTES: 1. Delete or add information between //---// and any other items applicable to project. Cover any item added
More informationTS 813 GROUNDING AND BONDING TTD 813.001 TRAFFIC SIGNAL INSTALLATION AND CONTROLLER CABINET GROUNDING SYSTEM TTD 813.005 CONTROLLER CABINET GROUNDING
TORONTO TRANSPORTATION January 2012 TS 813 GROUNDING AND BONDING TABLE OF CONTENTS 1. DRAWINGS TTD 813.001 TRAFFIC SIGNAL INSTALLATION AND CONTROLLER CABINET GROUNDING SYSTEM TTD 813.005 CONTROLLER CABINET
More informationSECTION 15140 - PIPE HANGERS AND SUPPORTS
Part I - GENERAL 1.01 SECTION INCLUDES A. The work covered under this section consists of the furnishing of all necessary labor, supervision, materials, equipment, and services to completely execute the
More informationSection 2100-Trenching and Tunneling
SECTION 5200 - STORM SEWER PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of storm sewer mains and culverts. Topics include permits and fees, trench widths, pipe laying, bedding, initial
More informationLAYING BLOCK AND BRICK
LAYING BLOCK AND BRICK Products highlighted in this section: SAKRETE Type N Mortar Mix SAKRETE Type S Mortar Mix Brick And Block Laying Basics The first step in building a brick or block wall is to construct
More informationSECTION 03300 CAST-IN-PLACE CONCRETE
SECTION 03300 PART 1 GENERAL 1.01 DESCRIPTION This section describes materials and methods for formwork, reinforcement, mixing, placement, curing and repairs of concrete, and the use of cementations materials
More information(B) Reinforcing and Tie Bars shall conform to the requirements of Mn/DOT 3301 unless otherwise shown on the Contract Drawings.
S-1 (2301) FABRICATION AND PLACEMENT OF PRECAST CONCRETE PAVEMENT PANELS This work consists of furnishing and installing reinforced precast concrete highway pavement slabs as shown on the Plans and in
More informationIntroduction to Manufacturing Process
Introduction to Manufacturing Process What is Manufacturing? The English word manufacture is several centuries old. The term manufacture comes from two Latin words, manus (hand) and factus (make). As per
More informationChapter 3 Pre-Installation, Foundations and Piers
Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory
More informationGENERAL RUBBER LINING PRINCIPLES
GENERAL RUBBER LINING PRINCIPLES I. METAL PREREQUISITES Metal to be lined should meet the requirements as stated in section 8 Metal Fabrication and section 12 Blasting and Cementing Procedures. The surface
More informationPROJECT TITLE : 2-STOREY RESIDENCE LOCATION : ALONG DAANG HARI,MOLINO.BACOOR,CAVITE OWNER : CUEVASVILLE REALTY
PROJECT TITLE : 2-STOREY RESIDENCE LOCATION : ALONG DAANG HARI,MOLINO.BACOOR,CAVITE OWNER : CUEVASVILLE REALTY GENERAL SPECIFICATIONS These specifications are intended to cover the construction of the
More informationNCMA TEK CONCRETE MASONRY FOUNDATION WALL DETAILS. TEK 5-3A Details (2003)
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology CONCRETE MASONRY FOUNDATION WALL DETAILS TEK 5-3A Details (2003) Keywords:
More informationSECTION 08000 STORM DRAINAGE TABLE OF CONTENTS
SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING
More informationSUPPLEMENTAL TECHNICAL SPECIFICATIONS BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS
July 14, 2015 1.0 GENERAL BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS This work shall consist of furnishing all materials, equipment, labor, and incidentals necessary for conducting bi-directional
More informationMaterials. Estimating Steel. Players. Materials. Shop Drawings. Detailing Process. Standard shapes. Fabricated members, Built-up sections
Materials Standard shapes W sections, C channels, Structural T, Angles, Pipes, Tubes, Rods and Plates Fabricated members, Built-up sections Adding plates to beam flanges, Stiffeners to beam webs Built
More informationJune 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL
7.0 7.1 GENERAL For the purpose of this manual, culverts are defined as structures that are completely surrounded by soil and located below the surface of the roadway parallel to the general direction
More informationCONTRACT SPECIFICATIONS - SEISMIC ISOLATION BEARINGS
CONTRACT SPECIFICATIONS - SEISMIC ISOLATION BEARINGS 1.0 DESIGN 1.1 Scope of Work 1.1.1 This work shall consist of furnishing Isolation Bearings and installing Isolation Bearing Assemblies at the locations
More information1 Barlines Rebar Detailing Standards in the Philippines
Barlines Rebar Detailing Standards in the Philippines METRIC (SI), STANDARD HOOKS AND OTHER DETAILING CRITERIAS By Amadeus (Mady) Magpile, President and CEO INTRODUCTION This is first in a series of articles
More informationCity of Tucson and Pima County Arizona Building Code Appendix Chapter 72 Straw-Bale Structures
City of Tucson and Pima County Arizona Building Code Appendix Chapter 72 Straw-Bale Structures SECTION 7201 - PURPOSE The purpose of this appendix chapter is to establish minimum prescriptive standards
More informationChapter 36 - STRAW BALE CONSTRUCTION SECTION 3601 - PURPOSE. SECTION 3602 - SCOPE. SECTION 3603 - DEFINITIONS.
Austin City Code - Volume II TITLE 25 LAND DEVELOPMENT\CHAPTER 25-12 TECHNICAL CODES\ARTICLE 1: UNIFORM BUILDING CODE\25-12-3 LOCAL AMENDMENTS TO THE BUILDING CODE Chapter 36 - STRAW BALE CONSTRUCTION
More information2.18 INTERIOR & EXTERIOR FINISHES 2.18.1 VAPOR & AIR BARRIERS
2.18 INTERIOR & EXTERIOR FINISHES 2.18.1 VAPOR & AIR BARRIERS The LOGIX wall assembly has no need for an additional vapor barrier, the solid concrete core covered with the low permeance EPS (Type II) foam
More information~iffiui ~ Bridge Condition Survey. Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway:
Texas Depadment of Transpo,tation Bridge Condition Survey Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway: Irving Street Facility Name: Lone Wolf Bridge Structure Number: B00315-031
More informationENGINEERING SPECIFICATION FIBERGRATE MOLDED GRATING. January 24, 2014 06610-1
ENGINEERING SPECIFICATION FIBERGRATE MOLDED GRATING January 24, 2014 06610-1 SECTION 06610 FIBERGLASS REINFORCED PLASTICS (FRP) FABRICATIONS MOLDED GRATING PART 1 - GENERAL 1.1 SCOPE OF WORK A. The CONTRACTOR
More informationReticulation sewers in basements Technical guidelines
Reticulation sewers in basements Technical guidelines Overview What These guidelines explain our technical requirements for laying sewers in building basements. The scope of the guide is restricted to
More informationPART 1 GENERAL 1.1 SECTION INCLUDES
J-1 Section 09110 Long Form Specification INTERIOR METAL STUD FRAMING This section includes lightweight, usually 0.036 inch (0.9 mm) thick or lighter, non-axial load bearing metal stud framing including
More informationSPECIFICATION Section 03410 - Structural Precast / Prestressed Concrete
Lafarge/CPCI Guide Specification SPECIFICATION Section 03410 - Structural Precast / Prestressed Concrete 1.0 General 1.1 Description.1 The General conditions of the Contract and Supplementary General Conditions
More informationDesigned and Engineered to Perform
History EARTH CONTACT PRODUCTS, L.L.C., is a family owned company, based in Olathe, Kansas. This company was built upon Don May s U.S. Patented fourth-generation Steel Piering System that has led to the
More informationThe minimum reinforcement for the stem wall is the placement of:
PolySteel creates an ideal insulated stem wall for concrete slabs that can make this part of your project easier and faster, in addition to making your finished project more energy-efficient. Figures 3.20
More informationSECTION 03400 PRECAST CONCRETE STRUCTURES
SECTION 03400 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for precast concrete structures, including fabrication and erection. 1.02 REFERENCE STANDARDS A. American Society for
More informationIncludes specifications for: Surface Cleaning & Mounting Hardware.
Three-Part Specifications - Copyright 2014 - Nixalite of America Inc Bird Screen Welded Wire Mesh Barriers Includes specifications for: Surface Cleaning & Mounting Hardware. Nixalite offers full rolls
More informationPivotLoc Ladder Systems
N25 ACCESS AND SAFETY EQUIPMENT SPECIFICATION CLAUSES PivotLoc Ladder Systems To be read with The Main Contract Preliminaries, General Conditions, Sub-Contract Preliminaries. MINIMUM CONTRACTOR STANDARD
More informationUGVCL/SP/591/11KV HT AB CABLE
TECHNICAL SPECIFICATION FOR 11KV AERIAL BUNCHED CABLES FOR OVERHEAD LINES (CROSSED LINKED POLYTHENE DRY GAS CURED) 1. SCOPE This specification covers requirements of XLPE insulated, 11 KV Aerial Bunched
More informationSnoTrace KSR Surface Snow and Ice Melting INSTALLATION PROCEDURES
SnoTrace Surface Snow and Ice Melting INSTALLATION PROCEDURES SnoTrace INSTALLATION PROCEDURES Refer to the SnoTrace Cable Testing Report for required recording of test data and circuit information. Upon
More informationSECTION 15410 GROUND WATER STORAGE TANKS
SECTION 15410 GROUND WATER STORAGE TANKS PART 1 GENERAL.01 SCOPE A. Section Includes Requirements for designing, fabricating, and erecting a welded steel ground storage tank..02 SYSTEM DESCRIPTION A. Design
More informationPOST AND FRAME STRUCTURES (Pole Barns)
POST AND FRAME STRUCTURES (Pole Barns) Post and frame structures. The following requirements serve as minimum standards for post and frame structures within all of the following structural limitations:
More informationCOMPETENCY ANALYSIS PROFILE. Rodworker 452A. (All unshaded skill sets must be demonstrated/ completed) Lift equipment and materials
COMPETENCY ANALYSIS PROFILE Rodworker 452A (All unshaded skill sets must be demonstrated/ completed) PROTECT SELF AND OTHERS Wear personal protective (PPE) Lift and Apply housekeeping rules Interpret warning
More informationPuddle Flange. FRANK Puddle Flange
Puddle Flange FRANK Puddle Flange The problem Problems keep on occurring when connecting pipes during construction work. Pipes laid in the ground must be introduced into concrete walls or shafts. In many
More informationVer. 2. Guide to. Inspecting Residential Brick Veneer
Ver. 2 Guide to Inspecting Residential Brick Veneer 1. A guide created by industry professionals. The knowledgeable staff at MASONPRO together with technical support from the Masonry Institute of Michigan
More informationExample Specification for Concrete using Current Building Code Requirements
Example Specification for Concrete using Current Building Code Requirements DISCLAIMER: This specification is an example that accompanies a seminar titled The P2P Initiative: Performance-based Specs for
More informationWATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12
WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12 87 88 GOOD INDUSTRY PRACTICES 12 WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12.1 BACKGROUND Most roofs in Singapore are constructed using reinforced
More information[BARLINES MANUAL OF STANDARD PRACTICE (PHILS)] Chapter One METRIC (SI), PNS BAR SIZES STANDARDS AND OTHER CRITERION
Chapter One METRIC (SI), PNS BAR SIZES STANDARDS AND OTHER CRITERION By Amadeus (Mady) Magpile, President and CEO INTRODUCTION This is first in a series of articles outlining the Manual of Standard Practice,
More informationDubai Municipality Standard DMS 1: Part 5: 2004
Specification for precast concrete blocks Part 5: Normal-weight concrete-polystyrene sandwich masonry blocks Issue Date Revision Revision Description Prepared by Approved by Authorized by 19/12/2004 Issue
More informationArmanet BEKAERT. Armanet THE CONSTRUCTIVE IDEA. Render & plaster reinforcing mesh @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@
BEKAERT Armanet THE CONSTRUCTIVE IDEA Armanet Render & plaster reinforcing mesh Armanet Renovation Product specification Insulation Reinforcing Mesh Armanet is a heavily galvanized welded mesh used for
More informationCavity Drain R20 is manufactured from1.0mm thick black high density polyethylene with studs approximately 20mm high.
CI/SfB Tn6 L6813 September 2013 RIW CAVITY DRAIN R20 R20 is manufactured from1.0mm thick black high density polyethylene with studs approximately 20mm high. Other systems are available for specific uses,
More informationDivision 9. SignaFlor Pad and Pour Flooring System
Division 9 SignaFlor Pad and Pour Flooring System SPECIFICATIONS Page 1. General... 2 1.1 Description 2 1.2 Quality Assurance 2 1.3 Submittals 2 1.4 Delivery and Storage 3 1.5 Warranty 3 1.6 Working Conditions
More informationSchlüter -KERDI-BOARD Substrate, structural panel, bonded waterproofing
Substrate, structural panel, bonded waterproofing The universal substrate for tiles Perfect covering No matter whether you work with mosaics or large format tiles, an absolutely level substrate with straight
More informationEAST LYME HIGH SCHOOL
Overview: 1971 N 1966 GYM 1966 CLASSROOM WING 1966 AUD. 1971 GYM 1998 1998 POOL EAST LYME HIGH SCHOOL Original 1966 Building: The original East Lyme High School was constructed in 1966 and was composed
More informationSECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS
SECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS Section Page 36-1 GENERAL... 36.1 36-2 PIPEMAKING EQUIPMENT... 36.1 36-3 TRENCH EXCAVATION... 36.1 36-4 SPECIAL FOUNDATION TREATMENT...
More informationPRESENTATION ON REPAIR AND REHABILITATION OF BUILDINGS DAMAGED IN EARTHQUAKE. By H P Gupta & D K Gupta
PRESENTATION ON REPAIR AND REHABILITATION OF BUILDINGS DAMAGED IN EARTHQUAKE By H P Gupta & D K Gupta DIFFERENT TYPES OF DAMAGES 1.Minor cracks 0.5 to 5 mm wide in load or non-load bearing walls 2.Major
More informationWATER & SEWER CORROSIVE RESISTANT PRODUCTS
WATER & SEWER CORROSIVE RESISTANT PRODUCTS The Standard of Excellence in the Industry CASING SPACERS COUPLINGS & FLANGE COUPLING ADAPTERS REPAIR CLAMPS DUCTILE IRON SADDLES STAINLESS STEEL SADDLES TAPPING
More informationMemtec Single Ply PVC Membrane Roofing and Waterproofing Technology. Modern Efficient Performance Cost Effective Flat Roofing Systems
Memtec Single Ply PVC Membrane Roofing and Waterproofing Technology Modern Efficient Performance Cost Effective Flat Roofing Systems Introduction A complete range of Memtec Roofing and Waterproofing Single
More informationHanson Building Products. precast basement solutions
Hanson Building Products precast basement solutions Hanson Building Products Basement Systems Add an extra dimension and combine the inherent flexible, structural and waterproof properties of concrete
More informationConstruction Specification for Concrete Curb and Concrete Curb and Gutter
Engineering & Construction Services Division Standard Specifications for Road Works TS 3.50 April 2015 for Concrete Curb and Table of Contents TS 3.50.01 SCOPE... 3 TS 3.50.02 REFERENCES... 3 TS 3.50.03
More informationCOLORADO MODEL. 35 x 65 SPECIFICATIONS
COLORADO MODEL 35 x 65 SPECIFICATIONS Dimensions: Roof Dimensions 35-0 x 65-0 Column Dimensions (center to center) 31-0 x 30-6 Minimum Clearance 14-0 Roof Height @ Peak ±18-8 Curved Roof ±42-6 radius Square
More informationROOFING APPLICATION STANDARD (RAS) No. 150 PRESCRIPTIVE BUR REQUIREMENTS
ROOFING APPLICATION STANDARD (RAS) No. 150 PRESCRIPTIVE BUR REQUIREMENTS 1. 2. 3. 3.0 Scope 1.1 This application standard shall be used where the authority having jurisdiction has adopted its use, and
More informationSECTION 623 CONCRETE BONDING COMPOUND, EPOXY MORTAR AND EPOXY POLYMER CONCRETE OVERLAY SECTION 623.10 CONCRETE BONDING COMPOUND.
SECTION 623 CONCRETE BONDING COMPOUND, EPOXY MORTAR AND EPOXY POLYMER CONCRETE OVERLAY SECTION 623.10 CONCRETE BONDING COMPOUND. 623.10.1 Description. This work shall consist of preparing the surface,
More informationWaterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries
Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries Introduction Wastewater of petrochemical industries and refineries contains high amounts of emulsified aliphatic or
More informationHOUSE BUILDING DIGEST
HOUSE BUILDING DIGEST (Construction Specifications-Foundations) Creating Enabling Environment for Affordable Housing for All This is an attempt by BMTPC to provide useful but often ignored information
More informationFinal inspections are completed by site visit only. Access to fenced yards shall be planned.
ROOFING RESIDENTIAL BUILDING INSPECTIONS DEPARTMENT www.ci.blaine.mn.us This handout is intended only as a guide and is based in part on the 2015 Minnesota State Building Code, Blaine City ordinances,
More informationVirginia Approach Spans
Virginia Concrete Conference 2009 Woodrow Virginia Approach Spans David Tackoor, HNTB Formerly of URS Corp for Potomac Crossing Consultants Woodrow 1 Second Severn Crossing 2 Medway Crossing (Channel Tunnel
More informationReinforcement detail drawing & Preparation of bar bending schedule - Necessity for every builder
Reinforcement detail drawing & Preparation of bar bending schedule - Necessity for every builder Reji Zachariah., B.Tech, M.B.A., M.S Chief Executive S&R Consultants, Kochi, Kerala, India, www.aadspro.com
More informationINSTALLATION RECOMMENDATIONS. Outdoor Rubber Tiles
INSTALLATION RECOMMENDATIONS Outdoor Rubber Tiles Prior to Installation: The Outdoor Rubber Tiles and accessory transition pieces intended for this installation have been shipped to you via a freight carrier
More informationRooflight INSTALLATION INSTRUCTIONS
INSTALLATION INSTRUCTIONS Rooflight These instructions should be used for: Installing Permanent Trickle Ventilation: Constructing & Waterproofing a Timber Upstand Curb: Installing & Waterproofing Proprietary
More informationPART E SPECIFICATIONS
PART E SPECIFICATIONS Page 1 of 5 PART E - SPECIFICATIONS GENERAL E1. APPLICABLE SPECIFICATIONS, STANDARD DETAILS AND DRAWINGS E1.1 The City of Winnipeg Works and Operations Division Standard Construction
More informationE-SPLICE TM Reinforcing Bar Couplers through Friction-Weld Technology
E-SPLICE TM Reinforcing Bar Couplers through Friction-Weld Technology Contents About NatSteel About E-SPLICE Product features of E-SPLICE and Friction-Weld Technology Specifications of E-SPLICE Method
More information201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE
STRUCTURAL INSPECTION REPORT DRAFT 201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE TOWN OF PRESCOTT Date: November 2013 GENIVAR No.: 131-20617-00 2611 Queensview Drive, Suite 300, Ottawa,
More informationPTS HELICAL PIERS INSTALLATION SPECIFICATIONS NOTICE
FORM A PTS HELICAL PIERS INSTALLATION SPECIFICATIONS NOTICE The following suggested specifications are written as a guide to assist the specifier in writing his own specifications. Specific circumstances
More information