Specification and Guide to. Poles and Lazerlogs

Size: px
Start display at page:

Download "Specification and Guide to. Poles and Lazerlogs"

Transcription

1 Specification and Guide to Poles and Lazerlogs March 2011

2 Introduction Croft Pole Distributors Ltd has been a producer of poles, posts, lazerlogs and timber since The company specializes in the production of pine products for harsh environment or severe outdoor service with treatment to Hazard Classes H4, H5 and H6.

3 1 Scope: This specification details requirements for treated timber posts and poles for medium hazard in ground service. The design of the pole shall generally take into account, as appropriate, the limit states of stability strength, serviceability, durability and other requirements of AN/NZS 4676: Design Environment: Climatic design parameter Climate Climatic design value Temperate Coastal- saline Ambient Air Temperatures Normal range -5 to 35 C Mean Annual 15.5 C Rainfall average 1200mm Relative Humidity Up to 100% Altitude m 3 Quality: General requirements: Each pole shall be sound, reasonably straight, uniformly tapered and free from excessive flare at the butt. 4 Timber Species and Source The species used shall be High Density Pinus Radiata sourced exclusively from Northland forests. Latitude 35 to 36 South. Crofts approach to foundation pile production starts with a long term supply of high density radiata pine. Crofts currently has in place supply agreements with logging contractors for low altitude, northern region and coastally grown pine. Tree age and knot size specification ensure that the stringent quality parameters to meet the New Zealand

4 standards for foundation pile and anchor pile strength requirements are met. Wood is currently sourced from forests that are certified by the Forest Stewardship Council as sustainable forests. 5 Timber Grade Excluded defects Poles shall be visually inspected for the following defects. Visible defects shall not exceed the defined limits and any pole that exhibits defects in a position or to such extent that the structural integrity or service life of the pole or post is reduced, shall be rejected - decay - checks- the top and side surfaces shall be free from injurious checks and splits - Insect damage damage by insects or larvae including excessive superficial damage by bark boring insects - Transverse fractures - Shakes - Knots- large decayed or loose knots - End splits 6 Peeling Posts and Poles All outer bark and at least 90% of the cambium layer shall be removed, with no piece longer than 75mm or wider than 12mm remaining. The cutting heads shall follow the natural contours and irregularities of the pole and remove a minimum of wood so as to retain full strength. Only the minimum amount of sapwood shall be removed during peeling operations.

5 7 Rounding Lazerlogs Lazerlogs shall be machined to a uniform diameter using feedstock with small end diameter within 25 mm of the final machined size. Cylindrical Lazerlogs are produced up to 200mm diameter. 8 Steam Seasoning Before chemical impregnation, each post shall be seasoned by low pressure steaming. 9 Physical Preparation Where the customer has specified incising, boring, chamfering, surfacing spitting, pointing etc, this shall be done before treatment with preservative. The finished surface shall be reasonably smooth and free from loose splinters and not damaged from chainsaw notches or axe cuts. 10 Preservative Treatment The poles shall be treated with Chrome Copper Arsenate Oxide (CCA Oxide) to a hazard class either H4 or to H5 hazard class complying with NZS3640:2003 using an alternating pressure method cycle. The preservative shall be approved under the Hazardous Substances and New Organisms Act 1996.

6 Penetration of the preservative shall be to the full depth of the sapwood present. Insufficient penetration Full sapwood penetration achieved by Crofts APM treatment Core sampling and boring in determination of the penetration of the preservative process shall be in accordance with the quality standards required by NZS 3640:2003 and AS Branding/Tags Each pole shall be branded or tagged with a code providing the following information. Treatment plant registration number (409) Preservative code number CCA (01) Hazard class (H5 or H4) Woodmark Registration Symbol

7 12 Size and Strength Poles will be specified by nominal length, and minimum small end diameter. Lazerlogs shall be specified nominal length, and wet state machined diameter. The design strength in bending (fb) for the poles and posts shall be 38MPa. ( 52 MPa Caracteristic per NZS 3603:1993) The design strength in bending (fb) for the lazerlogs shall be not more than 32MPa. 13 Proof Testing for Wood Supply Quality Assurance Proof testing is used on an annual basis to confirm the calculated strength of the poles and as a quality check of the actual timber characteristic stresses. A small sample set of poles, posts or lazerlogs shall be randomly selected and stress tested. The pole shall be orientated for proof testing with its axis horizontal and the load applied at right angles. Poles shall withstand the applied loads without signs of distress. Loads shall be applied at the ground line. Proof load is calculated from

8 P g = P s (L-a-b) kn (G-a) Where Ps (small end) proof load is calculated from P s = k f b D 3 x (L-G-b) kn k f b D = 0.9 for poles graded to AS = product adjustment factors from NZS4676:2000 for peeling & steaming (0.75 & 0.85) = characteristic bending strength (MPa) = Minimum diameter at ground line Test equipment is in accordance with NZS 3605:2001 appendix C Crofts three-point-bending test rig Hydraulically loaded with Loadrite Electronic scale 150mm X 2.7m SEDPost GL Load 2200kg 175mm X 2.7m SEDPost GL Load 3300kg 13 Export Phytosanitary Certification : Crofts poles currently holds Biosecurity New Zealand approval for the phytosanitary treatment and inspection of product for export. These procedures are accredited and audited by an authorised Independent Verification Agency.

9 14 Standard sizes produced H5 CONSTRUCTION POLES - H5 SED CROFT POLES Diameter 125mm 150mm 175mm 200mm 225mm 250mm 275mm 300mm 325mm 350mm 375mm 400mm Length 0.9m stock stock stock stock 1.2m stock stock stock stock stock 1.5m stock stock stock stock stock 1.8m stock stock stock stock stock 2.1m stock stock stock stock stock stock 2.4m stock stock stock stock stock stock 2.7m stock stock stock stock stock stock stock 3.0m stock stock stock stock stock stock stock stock stock 3.6m spec stock stock stock stock stock stock stock stock stock 4.2m spec stock stock stock stock stock stock stock stock stock 4.8m spec stock stock stock stock stock stock stock stock stock spec spec 5.4m spec stock stock stock stock stock stock stock stock stock spec spec 6.0m spec stock stock stock stock stock stock stock stock stock spec spec 7.0m spec stock stock stock stock stock stock stock stock stock spec spec 8.0m spec stock stock stock stock stock stock stock stock stock spec spec 9.0m spec spec stock stock stock stock stock spec spec spec spec 10.0m spec spec stock stock stock stock stock spec spec spec spec 11.0m spec stock stock stock stock stock spec spec spec spec 12.0m spec spec stock stock stock stock spec spec spec spec 13.0m spec spec spec spec spec spec spec spec spec 14.0m spec spec spec spec spec spec spec spec spec 15.0m spec spec spec spec spec spec spec H5 LAZERLOGS - Sizes Available Diameter 90mm 100mm 125mm 150mm 175mm 200mm Length 1.2m spec spec spec spec 1.5m spec spec spec spec spec spec 1.8m spec spec std std std std 2.1m spec std std std std std 2.4m spec std std std std std 2.7m spec std std std std std 3.0m spec spec std std std std 3.6m spec spec std std std std 4.2m spec spec spec std std std 4.8m spec spec std std std 5.4m spec spec spec spec 6.0m spec spec spec 7.0m spec spec spec 8.0m spec spec spec

10 15 Technical Resources Key Managers and Technical Staff Darrell Croft Managing Director 36 years forest industry experience including forest management, logging, sawmilling, preservative treatment and sales. Sawmill operation since rd generation sawmiller in Northland. David Watson- General Manager Bachelor of Engineering and Post Graduate Diploma in Business Administration. 24 years industrial processing experience with 10 years of Pulp and Paper technology design and management. Felice Croft- Production Manager /Quality Control 8 years experience in timber processing. National qualification in timber testing and grading and independently verified by Graderight NZ. Registrations and Certifications Current qualifications held by Crofts for the production of certified timber products includes: Registered as an Approved Foundation Pile Producer (Plant No3) Timber Preservation Council registration for CCA treatment of timber Woodmark- registration and certification Graderight Verified for visual grading and mechanical stress testing of timber Applicable New Zealand Standards NZS3605:2001 Timber Piles and Poles for Use in Building NZS 3640: 2003 Chemical Preservation of Round and Sawn Timber NZS 3631:1988 Timber Grading Rules NZS 3603:1993 Timber Structures Standard NZS 3602: 1995 Timber and Wood Based Products For Use In Building

11 Appendix Proof testing Calculation Sheet Overall length F19 Cell F24 Load at groundline K24 Small end diameter F21 Load at top end support F25 CellF22 Cell F23 Calculation of deflection at the groundline for a pole loaded at the groundline and supported at the tip and the base Input data Butt end diameter = mm Overall pole length (m) = 2.7 Test span = 2.5 mm Assumed taper (mm/m) = 8 Diameter at top end support = mm Small end diameter (mm) = 175 Diameter at groundline = 191 mm Butt end to support distance (m) = 0.1 Groundline to top support = 1.9 m Top end to support distance (m) = 0.1 Butt end support to groundline = 0.6 m Butt to groundline point of load application (m) = 0.7 Load at groundline = kn 5208 kgf Load at top end support (kn) = Bending stress at load point = MPa Given the load, pole size and MoE: Note; Max stress for high density poles = 37.6 MPa Expected MoE (GPa) from NZS3603 = 12.1 Deflection at groundline (mm) = 12 Smallest SED recommended for given loads = 169 mm Given the load, pole size and deflection at the ground line: Observed deflection at ram at groundline (mm) 70 MoE (GPa) = 2.05 Instructions: 1. Fill in the red values in the input data box 2. If you want to know the deflection at the groundline given the MoE, put in the value in cell F17. Your answer is in cell F18 load held 15 seconds 3. If you want to know the MoE given an observed deflection under load, fill in the value in cell F21. Your answer is in cell F22 Test 1 Test 2 Test 3 Test 4 Test 5 calc fb Mpa 38 test point proof load proof load Load appllied Load appllied Load appllied Load appllied Load appllied fracture load proof load kn SED m from lg end kn load kg pass pass pass pass pass ground line 100/ for situation above 125/ / / fb Mpa kn LL 100/ LL failure Mpa / / Sed1 failure Mpa / Sed2 failure Mpa 40.6 Sed3 okmpa 34.02

12

TTT Products Limited Poles

TTT Products Limited Poles TTT Products Limited Poles The innovative and versatile use of New Zealand Radiata Pine Poles Introduction TTT Products Limited (TTT) is a family owned and operated business, with more than 150 years of

More information

ENGINEERED FORMWORK AND SCAFFOLDING SOLUTIONS

ENGINEERED FORMWORK AND SCAFFOLDING SOLUTIONS ENGINEERED FORMWORK AND SCAFFOLDING SOLUTIONS SPECIFICATIONS DESIGN GUIDES SPAN TABLES for NP FORM LVL11 Formwork Beams BOXXA Formboards for concrete boxing NP PLANK LVL Scaffold Planks NPIL/03/NOVEMBER

More information

STRUCTURAL CALCULATIONS & DETAILS

STRUCTURAL CALCULATIONS & DETAILS S y n g e C o n s u l t i n g Ltd. S t r u c t u r a l E n g i n e e r i n g STRUCTURAL CALCULATIONS & DETAILS Pole Retaining Wall at 61 Exploration Way Whitby Lot 100 DP 478324 Prepared for: Keys Construction

More information

New Hampshire Native Lumber Law RSA 434-: Self Study Booklet

New Hampshire Native Lumber Law RSA 434-: Self Study Booklet New Hampshire Native Lumber Law RSA 434-:59-61 Self Study Booklet Issued by: UNH Cooperative Extension 210 Nesmith Hall, 131 Main St. Durham, NH 03857 Contact: Forestry Information Center 1-800-444-8978

More information

Job-made ladders for construction

Job-made ladders for construction Data Sheet 1-568 Rev. April 2016 Job-made ladders for construction This data sheet covers the fabrication and installation of ladders usually made on the job and installed in a semipermanent location as

More information

Southern Yellow Pine Export Grades Sustainability Strength Versatility

Southern Yellow Pine Export Grades Sustainability Strength Versatility Southern Yellow Pine Export Grades Sustainability Strength Versatility AmericanSoftwoods.com 1 Contents Using this booklet 3 4 5 6 7 8 9 10 11 12 13 14 15 Southern Yellow Pine Grades Kiln-drying assures

More information

NatureWood Construction Product Specification Guide

NatureWood Construction Product Specification Guide NatureWood Construction Product Specification Guide PRESERVATIVE TREATMENT Koppers Inc. Koppers Performance Chemicals PO Drawer O 1016 Everee Inn Road Griffin, GA 30224-0249 Phone: (800) 241-0240 Phone:

More information

Nordic wood protection classes

Nordic wood protection classes Nordic wood protection classes Part 3: Heartwood of Scots pine and other durable woods NTR Document no. 1 Part 3: 2017 Nordic Wood Protection Council 2017 Nordic Wood Protection Council 2 Part 3: Heartwood

More information

information sheet Structural Materials

information sheet Structural Materials information sheet Structural Materials Sawn Timber Manufacture Conversion into sawn timber The information provided below has been taken from the New Zealand Timber Design Guide 2007, published by the

More information

OPEN-AIR DRYING OF SCOTS PINE TRANSMISSION POLES PRIOR TO CREOSOTE TREATMENT

OPEN-AIR DRYING OF SCOTS PINE TRANSMISSION POLES PRIOR TO CREOSOTE TREATMENT OPEN-AIR DRYING OF SCOTS PINE TRANSMISSION POLES PRIOR TO CREOSOTE TREATMENT Peder GJERDRUM - Jarl-Gunnar SALIN ABSTRACT: The Scots pine is widely used for pressure-treated transmission poles. Prior to

More information

CH. 9 WOOD CONSTRUCTION

CH. 9 WOOD CONSTRUCTION CH. 9 WOOD CONSTRUCTION PROPERTIES OF STRUCTURAL LUMBER Grading Load carrying capacity effected by: - Size and number of knots, splits & other defects - Direction of grain - Specific gravity of wood Grading

More information

PART UF REQUIREMENTS FOR PRESSURE VESSELS FABRICATED BY FORGINGS

PART UF REQUIREMENTS FOR PRESSURE VESSELS FABRICATED BY FORGINGS p 1 of 6 UF-1 UF-12 PART UF REQUIREMENTS FOR PRESSURE VESSELS FABRICATED BY FORGING the test temperature be higher than 20 F ( 29 C). Certification is required. An ultrasonic examination shall be made

More information

AMERICAN LUMBER STANDARD COMMITTEE, INCORPORATED MACHINE GRADED LUMBER POLICY. November 7, 2014

AMERICAN LUMBER STANDARD COMMITTEE, INCORPORATED MACHINE GRADED LUMBER POLICY. November 7, 2014 A) General AMERICAN LUMBER STANDARD COMMITTEE, INCORPORATED MACHINE GRADED LUMBER POLICY 1) The Board of Review is authorized to determine the competency, reliability and adequacy of agencies that apply

More information

PRODUCT CATALOGUE AND QUALITY SPECIFICATION SLP-THERMOWOOD

PRODUCT CATALOGUE AND QUALITY SPECIFICATION SLP-THERMOWOOD PRODUCT CATALOGUE AND QUALITY SPECIFICATION SLP-THERMOWOOD Helsinki We combine Finnish wood, natural appearance and ecological thinking. As a result we offer durable and valuable wood products. Suomen

More information

Full-Scale Cyclic Bending Test of Strongwell s SE28 FRP Pole

Full-Scale Cyclic Bending Test of Strongwell s SE28 FRP Pole Test Report: Full-Scale Cyclic Bending Test of Strongwell s SE28 FRP Pole Submitted to: May 2003 EDM International, Inc. i Table of Contents 1.0 INTRODUCTION... 3 2.0 POLE PREPARATION... 3 3.0 TEST SETUPS...

More information

IN-GRADE TESTING OF UTILITY POLES IN AUSTRALIA

IN-GRADE TESTING OF UTILITY POLES IN AUSTRALIA IN-GRADE TESTING OF UTILITY POLES IN AUSTRALIA Amanda Horrigan B.E. Timber Research, Department of Primary Industry Queensland Keith Crews M.Eng (res)., B.E., AIWSc MIE(Aust) Faculty of Engineering, University

More information

American National Standard

American National Standard ANSI/AITC A190.1-2002 American National Standard for wood products Structural Glued Laminated Timber Sponsored By American Institute of Timber Construction American National Standard An American National

More information

Standard Specification for Steel Welded Wire Fabric, Plain, for Concrete Reinforcement 1

Standard Specification for Steel Welded Wire Fabric, Plain, for Concrete Reinforcement 1 Designation: A 185 97 Standard Specification for Steel Welded Wire Fabric, Plain, for Concrete Reinforcement 1 This standard is issued under the fixed designation A 185; the number immediately following

More information

LP OSB Sheathing & Structural 1 Sheathing

LP OSB Sheathing & Structural 1 Sheathing Rated OSB Sheathing Roof Panels Span Ratings Max. Live Load Thickness Span Rating for Roofs (lbs)** 3/8" 24/0 30 7/16" 24/16 40 15/32" 32/16 70 1/2" 32/16 70 19/32" 40/20 130 23/32" 48/24 175 1-1/8" 48

More information

HOT ROLLED STEEL FLAT PRODUCTS FOR STRUCTURAL FORMING AND FLANGING PURPOSES SPECIFICATION (Third Revision of IS 5986)

HOT ROLLED STEEL FLAT PRODUCTS FOR STRUCTURAL FORMING AND FLANGING PURPOSES SPECIFICATION (Third Revision of IS 5986) For Comments Only Draft Indian Standard Doc: MTD 4(4939) HOT ROLLED STEEL FLAT PRODUCTS FOR STRUCTURAL FORMING AND FLANGING PURPOSES SPECIFICATION (Third Revision of IS 5986) ICS 77.140.50 Not to be reproduced

More information

Traceability for improved logistics an ambitious goal

Traceability for improved logistics an ambitious goal Summary Traceability for improved logistics an ambitious goal Erlend Ystrøm Haartveit and Ingrid Knotten Norwegian Forest and Landscape Institute PO Box 115, N-1432 Ås, Norway erlend.haartveit@skogoglandskap.no

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

Nordic requirements for quality control of industrially Protected wood

Nordic requirements for quality control of industrially Protected wood Nordic requirements for quality control of industrially Protected wood Part 3: Heartwood of Scots pine and other durable woods NTR Document no. 3 Part 3:2017 Nordic Wood Preservation Council 2017 Nordic

More information

FPIC2023A Trim and crosscut felled trees

FPIC2023A Trim and crosscut felled trees FPIC2023A Unit Descriptor Pre-requisite Unit(s) Application of the Unit Competency Field Sector Trim and crosscut felled trees This unit specifies the outcomes required to trim and crosscut felled trees

More information

NZQA registered unit standard version 1 Page 1 of 7. Fell trees in a commercial forest harvesting operation

NZQA registered unit standard version 1 Page 1 of 7. Fell trees in a commercial forest harvesting operation Page 1 of 7 Title Fell trees in a commercial forest harvesting operation Level 3 Credits 10 Purpose This unit standard is designed for people who work as a tree feller on a day-to-day basis in a commercial

More information

ROTATION AGE AND SILVICULTURAL EFFECTS ON WOOD PROPERTIES OF FOUR STANDS OF PINUS RADIATA

ROTATION AGE AND SILVICULTURAL EFFECTS ON WOOD PROPERTIES OF FOUR STANDS OF PINUS RADIATA 71 ROTATION AGE AND SILVICULTURAL EFFECTS ON WOOD PROPERTIES OF FOUR STANDS OF PINUS RADIATA D. J. COWN and D. L. McCONCHIE Forest Research Institute, New Zealand Forest Service, Private Bag, Rotorua,

More information

Determination regarding heart macrocarpa posts and decking to a house at 51 Wastney Terrace, Nelson

Determination regarding heart macrocarpa posts and decking to a house at 51 Wastney Terrace, Nelson Determination 2007/135 Determination regarding heart macrocarpa posts and decking to a house at 51 Wastney Terrace, Nelson 1. The matter to be determined 1.1 This is a determination under Part 3 Subpart

More information

Guide to Documentation and Marking Part 6 General Accessories and Components for Slings

Guide to Documentation and Marking Part 6 General Accessories and Components for Slings Guide to Documentation and Marking Part 6 General Accessories and Components for Slings Document reference LEEA 059-6 version 2 dated 23.02.15 Introduction. This guide is aimed at manufacturers, distributors

More information

SPECIFICATION FOR ALL ALUMINIUM ALLOY STRANDED CONDUCTOR

SPECIFICATION FOR ALL ALUMINIUM ALLOY STRANDED CONDUCTOR 003: 2008 CEB SPECIFICATION SPECIFICATION FOR ALL ALUMINIUM ALLOY STRANDED CONDUCTOR CEYLON ELECTRICITY BOARD SRI LANKA Specification for Specification For All Aluminium Alloy Stranded Conductor CEB Specification

More information

JOURNAL OF THE INSTITUTE OF WOOD SCIENCE ISSN

JOURNAL OF THE INSTITUTE OF WOOD SCIENCE ISSN PERFORMANCE OF CCB (COPPER-CHROMIUM-BORON) AND CREOSOTE TREATED FENCE POSTS AFTER 18 YEARS OF EXPOSURE IN GREECE PAPADOPOULOS, A. N. and GOROYIAS, G. J. SUMMARY The effect of 18 years exposure on toughness

More information

Measurement of Wood Pole Strength Polux a New Non-Destructive Inspection Method. By: Edward Ezer Ph.D. Eng. Senior Member IEEE

Measurement of Wood Pole Strength Polux a New Non-Destructive Inspection Method. By: Edward Ezer Ph.D. Eng. Senior Member IEEE Measurement of Wood Pole Strength Polux a New Non-Destructive Inspection Method By: Edward Ezer Ph.D. Eng. Senior Member IEEE Abstract Wood pole structures make up a large part of utility transmission

More information

Ponderosa Pine Fenceposts

Ponderosa Pine Fenceposts This file was created by scanning the printed publication. Errors identified by the software have been corrected; however, some errors may remain. a c?.r~z~~ United States + 3 Department of Agriculture

More information

The purpose of this memo is to respond to the comments received in response to the May 1, 2007, staff letter and the revised criteria.

The purpose of this memo is to respond to the comments received in response to the May 1, 2007, staff letter and the revised criteria. ICC EVALUATION SERVICE, INC. Evaluate P Inform P Protect #19 To: From: ICC-ES Evaluation Committee Brian Gerber, S.E., and Irni Yani Date: June 1, 2007 Subject: Revisions to the Proposed Acceptance Criteria

More information

Aluminium Alloys for Hull Construction and Marine Structure

Aluminium Alloys for Hull Construction and Marine Structure (May 1998) (Rev.1 May 2004) (Rev.2 Dec 2004) (Rev.3 May 2006) (Rev.4 Dec 2011) (Rev.5 June 2014) Aluminium Alloys for Hull Construction and Marine Structure TABLE OF CONTENTS 1. Scope 2. Approval 3. Aluminium

More information

WESTERN RED CEDAR PANELING & MOULDINGS

WESTERN RED CEDAR PANELING & MOULDINGS WESTERN RED CEDAR PANELING & MOULDINGS WESTERN RED CEDAR A RENEWABLE & SUSTAINABLE RESOURCE CERTIFIED SUSTAINABLE AND LEGAL British Columbia is a leader in third-party sustainable forest management certification.

More information

GLT GIRDER LONGITUDINALLY TENSILETESTED

GLT GIRDER LONGITUDINALLY TENSILETESTED GLT GIRDER LONGITUDINALLY TENSILETESTED THE INDIVIDUALLY TESTED SAFETY GUARANTOR. 01 AT A GLANCE AREAS OF APPLICATION Construction and industrial buildings Multi-storey residential buildings Single and

More information

Timber Grading. This chapter describes the principles of grading and details how timber is graded for purposes of the Forest Act.

Timber Grading. This chapter describes the principles of grading and details how timber is graded for purposes of the Forest Act. Timber Grading Scaling under the Forest Act means to determine the volume and to classify the quality of timber. Classifying the quality of timber is known as timber grading. Timber is graded in accordance

More information

SPECIFICATION FOR PREFABRICATED VERTICAL DRAINS

SPECIFICATION FOR PREFABRICATED VERTICAL DRAINS SPECIFICATION FOR PREFABRICATED VERTICAL DRAINS 1.0 GENERAL The work covered under this specification includes the installation of prefabricated vertical drains at the locations shown on the plans and

More information

Maximum Spans Southern Pine Joists & Rafters

Maximum Spans Southern Pine Joists & Rafters Maximum Spans Southern Pine Joists & Rafters VISUALLY GRADED LUMBER MACHINE STRESS RATED (MSR) MACHINE EVALUATED LUMBER (MEL) www.southernpine.com CONTENTS INDEX TO TABLES Floor and Rafter Framing Diagrams.......

More information

Anchor chain cables and accessories

Anchor chain cables and accessories CLASS PROGRAMME Approval of manufacturers DNVGL-CP-0254 Edition May 2016 The content of this service document is the subject of intellectual property rights reserved by ("DNV GL"). The user accepts that

More information

FOR 274: Forest Measurements and Inventory. Log Rules: Introduction. Log Rules: Introduction

FOR 274: Forest Measurements and Inventory. Log Rules: Introduction. Log Rules: Introduction FOR 274: Forest Measurements and Inventory Log Rules and Scaling Introduction to Log Rules Schribner, Doyle, and International Overrun and Underrun Board Foot Scaling Defects and Culls Measurements Readings:

More information

LAMINATED OR SOLID NEW ZEALAND DOUGLAS FIR SCAFFOLD PLANKS AND THE STANDARD SPECIFICATION FOR THEM

LAMINATED OR SOLID NEW ZEALAND DOUGLAS FIR SCAFFOLD PLANKS AND THE STANDARD SPECIFICATION FOR THEM No. 2 249 LAMINATED OR SOLID NEW ZEALAND DOUGLAS FIR SCAFFOLD PLANKS AND THE STANDARD SPECIFICATION FOR THEM C. R. HELLAWELL Forest Research Institute, New Zealand Forest Service, Rotorua (Received for

More information

Evaluation Listing CCMC L Nordic X-Lam

Evaluation Listing CCMC L Nordic X-Lam CONSTRUCTION Evaluation Listing CCMC 3654-L Nordic X-Lam Evaluation Issued: 203-2-24 Re-evaluation due: 206-2-24 Preface: Masterformat 06 9 00.02, Cross Laminated Timber (CLT) Panels (Standardized) Preface

More information

Cast Steel Propellers W27. (May 2000) (Rev.1 May 2004)

Cast Steel Propellers W27. (May 2000) (Rev.1 May 2004) (May 2000) (Rev.1 May 2004) Cast Steel Propellers 1. Scope 1.1 These unified requirements are applicable to the manufacture of cast steel propellers, blades and bosses. 1.2 Where the use of alternative

More information

BIS or used as Amendment to STANDARD comments is 15 Nov. 2008

BIS or used as Amendment to STANDARD comments is 15 Nov. 2008 Doc: MTD 4 (4730) For comments only BUREAU OF INDIAN STANDARDS Modified draft Indian Standard HOT ROLLED CARBON STEEL SHEET AND STRIP (Sixth Revision of IS 1079) ICS 77.140.50 Not to be reproduced without

More information

Nordic requirements for quality control of preservativetreated

Nordic requirements for quality control of preservativetreated Nordic requirements for quality control of preservativetreated wood Part 2: Spruce (Picea spp) NWPC Document No 3:2011 Nordic Wood Preservation Council 2011 2 NWPC Document No 3:2011 Nordic requirements

More information

Strength & Loading. Of Wood Utility Poles. Webinar

Strength & Loading. Of Wood Utility Poles. Webinar Strength & Loading Of Wood Utility Poles. Webinar Overview Benefits of Wood as a Utility Pole Material Defining Wood Pole Strength Loading Criteria In-Service Analysis Upcoming NESC 2017 Changes Pole Material

More information

National Design Specification for Wood Construction. Copyright Materials. Learning Objectives

National Design Specification for Wood Construction. Copyright Materials. Learning Objectives National Design Specification for Wood Construction The Wood Products Council is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES). Credit(s) earned

More information

Effects of age and moisture content on mechanical properties and twisting of Finnish round and sawn pine (Pinus sylvestris) and spruce (Picea abies)

Effects of age and moisture content on mechanical properties and twisting of Finnish round and sawn pine (Pinus sylvestris) and spruce (Picea abies) Effects of age and moisture content on mechanical properties and twisting of Finnish round and sawn pine (Pinus sylvestris) and spruce (Picea abies) Boren, Hannu 1 ABSTRACT The primary aim of the study

More information

Technical Specification for Aluminium Castings, Pole Caps and Pressed Symbols

Technical Specification for Aluminium Castings, Pole Caps and Pressed Symbols Ergon Energy Corporation Limited Technical Specification for Aluminium Castings, Pole Caps and Pressed Symbols ETS-01-05-01 Check this is the latest Process Zone version before use. Specification ETS 01-05-01

More information

KENYA STANDARD KS 574:2017. Steel fabric for reinforcement of concrete Specification

KENYA STANDARD KS 574:2017. Steel fabric for reinforcement of concrete Specification KENYA STANDARD KS 574:2017 Steel fabric for reinforcement of concrete Specification KEBS 2017 FifthEdition 2017 KS 574:2017 TECHNICAL COMMITTEE REPRESENTATION The following organizations were represented

More information

NZQA registered unit standard 738 version 5 Page 1 of 7

NZQA registered unit standard 738 version 5 Page 1 of 7 Page 1 of 7 Title Kiln dry timber Level 4 Credits 25 Purpose People credited with this unit standard are able to: demonstrate knowledge of kiln drying operations; demonstrate knowledge of dry and wet bulb

More information

Full-Scale Bending Tests of Strongwell s SE28 Fiberglass-Reinforced Polymer Poles

Full-Scale Bending Tests of Strongwell s SE28 Fiberglass-Reinforced Polymer Poles Test Report: Full-Scale Bending Tests of Strongwell s SE28 Fiberglass-Reinforced Polymer Poles Submitted to: May 23 EDM International, Inc. i Table of Contents 1. INTRODUCTION... 3 2. POLE PREPARATION...

More information

E. David Dickens, Bryan C. McElvany, David J. Moorhead, and Mark Frye 1

E. David Dickens, Bryan C. McElvany, David J. Moorhead, and Mark Frye 1 Publication Number - 010R-07 005 Growing Poles in Southern Pine Stands December 2007 E. David Dickens, Bryan C. McElvany, David J. Moorhead, and Mark Frye 1 INTRODUCTION Utility poles are used in the United

More information

Rules for Classification and Construction Ship Technology

Rules for Classification and Construction Ship Technology I Rules for Classification and Construction Ship Technology 4 Rigging Technology 3 Guidelines for the Type Approval of Carbon Strand and PBO Cable Rigging for Sailing Yachts Edition 2008 The following

More information

TREE FELLING TECHNIQUES MANUAL

TREE FELLING TECHNIQUES MANUAL TREE FELLING TECHNIQUES MANUAL This manual is an excerpt from the Forest Industry Safety and Training Alliance Loggers Safety Training Guide compiled by the Sustainable Resources Institute, Inc. This IS

More information

AIR- AND SOLAR-DRYING CHARACTERISTICS OF BAKAU POLES

AIR- AND SOLAR-DRYING CHARACTERISTICS OF BAKAU POLES AIR- AND SOLAR-DRYING CHARACTERISTICS OF BAKAU POLES K.S. Gan & R. Zairul Amin Forest Research Institute Malaysia 52109 Kepong, Selangor Darul Ehsan Malaysia Abstract The shortage of timber supply for

More information

NUCLEAR POWER CORPORATION OF INDIA LTD. (A GOVT. OF INDIA ENTERPRISE) SPECIFICATION NO.PB-E-542/REV. No.0

NUCLEAR POWER CORPORATION OF INDIA LTD. (A GOVT. OF INDIA ENTERPRISE) SPECIFICATION NO.PB-E-542/REV. No.0 REVISION NO. 0 NUCLEAR POWER CORPORATION OF INDIA LTD. (A GOVT. OF INDIA ENTERPRISE) SPECIFICATION NO.PB-E-542/REV. No.0 PAGE NO. 1 OF 24 DATE OF ISSUE (MONTH/YEAR) TOTAL NO. OF PAGES (Including cover

More information

SECTION SLOPED TRANSLUCENT METAL SKYLIGHT SYSTEM

SECTION SLOPED TRANSLUCENT METAL SKYLIGHT SYSTEM PART 1- GENERAL 1.1 SUMMARY A. Section Includes: SECTION 084523 - SLOPED TRANSLUCENT METAL SKYLIGHT SYSTEM 1. Flat factory prefabricated structural insulated translucent sandwich panels; with glazed endwalls.

More information

Standard Specification for Stainless Chromium-Nickel Steel-Clad Plate 1

Standard Specification for Stainless Chromium-Nickel Steel-Clad Plate 1 Enclosed is a computer file in PDF format containing one or more ASTM Standards. The documents contained in this e-mail are complimentary, prepublication copies of the final edited documents. These documents

More information

Hull and machinery steel forgings

Hull and machinery steel forgings (1978) (Rev.1 1980) (Rev.2 July 2002) (Rev.3 May 2004) Hull and machinery steel forgings.1 Scope.1.1 These requirements are applicable to steel forgings intended for hull and machinery applications such

More information

INDUSTRIAL ATTACK 800

INDUSTRIAL ATTACK 800 ! INDUSTRIAL ATTACK 800 SPECIFICATION FOR 1, 1½, 1¾", 2, 2½", & 3 DOUBLE JACKET INDUSTRIAL FIRE HOSE POLYESTER FIBER CONSTRUCTION PLAIN WHITE OUTSIDE JACKET OR ULTRA-SHIELD IMPREGNATED OUTSIDE JACKET EPDM

More information

SPECIFICATION FOR PREFABRICATED VERTICAL DRAIN

SPECIFICATION FOR PREFABRICATED VERTICAL DRAIN SPECIFICATION FOR PREFABRICATED VERTICAL DRAIN 1.0 GENERAL This work comprises of supply and installation of prefabricated vertical drains in accordance to the Specifications and Drawings. 2.0 MATERIALS

More information

Fire Performance of Laminated Veneer Lumber (LVL)

Fire Performance of Laminated Veneer Lumber (LVL) Fire Performance of Laminated Veneer Lumber (LVL) Warren LANE Research Student Warren.Lane@xtra.co.nz Andy BUCHANAN Professor Andy.Buchanan@canterbury.ac.nz Peter MOSS Associate Professor p.moss@civil.canterbury.ac.nz

More information

JIS G3456 Carbon Steel Pipes for High Temperature Service

JIS G3456 Carbon Steel Pipes for High Temperature Service JIS G3456 Carbon Steel Pipes for High Temperature Service 1. Scope This Japanese Industrial Standard specifies the carbon steel pipes, hereinafter referred to as the "pipes", mainly used for piping at

More information

Steel Pole Research. Professor Jeffrey Packer. American Iron and Steel Institute. University of Toronto

Steel Pole Research. Professor Jeffrey Packer. American Iron and Steel Institute. University of Toronto Steel Pole Research Professor Jeffrey Packer American Iron and Steel Institute Wood Poles Environmentalists are opposing logging & non-replacement. Long, straight poles are becoming difficult to obtain.

More information

Technical Data for. Headers. and Beams

Technical Data for. Headers. and Beams L A M I N A T E D V E N E E R L U M B E R Technical Data for Headers and Beams E A S T E R N E N G I N E E R E D W O O D P R O D U C T S OUR COMPANY Our total focus on engineered wood products and providing

More information

Section Wood Grille Ceiling Panels

Section Wood Grille Ceiling Panels Section 095426 Wood Grille Ceiling Panels PART 1 GENERAL RELATED DOCUMENTS Drawings and general conditions of the Contract, including General and Supplementary Conditions and Division 1 Specification sections

More information

AMERICAN WOOD PROTECTION ASSOCIATION 2017 All Rights Reserved

AMERICAN WOOD PROTECTION ASSOCIATION 2017 All Rights Reserved AMERICAN WOOD PROTECTION ASSOCIATION All Rights Reserved Jurisdiction: Technical Committee P-1 Revised: January 2013 This Guidance Document is not an AWPA Standard. These are nonmandatory guidelines presented

More information

THIS SECTION ASSUMES THE PROJECT MANUAL CONTAINS COMPLETE DIVISION 01 DOCUMENTS, INCLUDING THE FOLLOWING SECTIONS:

THIS SECTION ASSUMES THE PROJECT MANUAL CONTAINS COMPLETE DIVISION 01 DOCUMENTS, INCLUDING THE FOLLOWING SECTIONS: PLC LONG-TERM WOOD TREATMENT PRODUCT SPECIFICATION IN CSI 3-PART FORMAT Accsys Technologies Headquarters Brettenham House Lancaster Place London WC2E 7EN United Kingdom T: +44 207 4214300 United States

More information

SECTION HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS (PRESSURE PIPE)

SECTION HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS (PRESSURE PIPE) SECTION 02623 HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS (PRESSURE PIPE) PART 1 - GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required and install high density

More information

CW 3615 RIPRAP TABLE OF CONTENTS

CW 3615 RIPRAP TABLE OF CONTENTS December 2014 SPECIFICATION CW 3615 R4 CW 3615 RIPRAP TABLE OF CONTENTS 1. GENERAL CONDITIONS... 1 3. DESCRIPTION... 1 5. MATERIALS... 1 5.1 General... 1 5.2 Rock... 1 5.3 Random Stone Riprap... 1 5.4

More information

HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT

HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT SAMPLE GUIDE FOR RESIDENTIAL DECKS revised 7 16 Call before you dig! 1 800 272 1000 New Jersey One Call. Utility Mark Out. THIS GENERIC GUIDE IS NOT ALL INCLUSIVE

More information

VIII HEATING PATES FOR LOGS, PUTS, AND FLITCHES TO IBE CUT INTO VENEER. June No UNITED SLATES DEPARTMENT OF AGRICULTURE FOREST SERVICE

VIII HEATING PATES FOR LOGS, PUTS, AND FLITCHES TO IBE CUT INTO VENEER. June No UNITED SLATES DEPARTMENT OF AGRICULTURE FOREST SERVICE HEATING PATES FOR LOGS, PUTS, AND FLITCHES TO IBE CUT INTO VENEER June 1959 No 214.9 VIII 11 Irl1111111111111111111111 No1111111111111111[1111[Nwilin1n_ FOREST PRODUCTS LABORATORY MADISON 5. WISCONSIN

More information

Corporate Procurement. Sustainable Timber Procurement Policy

Corporate Procurement. Sustainable Timber Procurement Policy Corporate Procurement Sustainable Timber Procurement Policy Release: Final Draft 1 Document Control Date Version Description Author Position 12.12.08 0.01 First Draft Peter Faill (PAF) Head of Strategic

More information

Uglich, Yaroslavl oblast

Uglich, Yaroslavl oblast OOO "MarketProf" the brand founded in 2014, under the auspices of which several have specialized wood-processing enterprises located in various regions of Russia. contact information: Russia, Moscow, Kievskoe

More information

December 1, 2014 PARTIES INTERESTED IN STRUCTURAL WOOD-BASED PRODUCTS

December 1, 2014 PARTIES INTERESTED IN STRUCTURAL WOOD-BASED PRODUCTS December 1, 2014 TO: PARTIES INTERESTED IN STRUCTURAL WOOD-BASED PRODUCTS SUBJECT: Proposed Revision to the ICC-ES Acceptance Criteria for Structural Wood-Based Products, Subject AC47-1214-R2-2 (JF/PC)

More information

Construction Planning, Equipment, and Methods PILES AND PILE-DRIVING EQUIPMENT

Construction Planning, Equipment, and Methods PILES AND PILE-DRIVING EQUIPMENT CHAPTER Construction Planning, Equipment, and Methods PILES AND PILE-DRIVING EQUIPMENT Sixth Edition A. J. Clark School of Engineering Department of Civil and Environmental Engineering 19 By Dr. Ibrahim

More information

Biomass recovery and drying trials in New Zealand clear-cut pine plantations

Biomass recovery and drying trials in New Zealand clear-cut pine plantations Biomass recovery and drying trials in New Zealand clear-cut pine plantations Rien Visser, Hamish Berkett, Kent Chalmers 1 and Simon Fairbrother Associate Professor, Research Assistant and Assistant Lecturer,

More information

SENTRY PERMANENT GUARDRAIL SYSTEM

SENTRY PERMANENT GUARDRAIL SYSTEM SENTRY PERMANENT GUARDRAIL SYSTEM The Sentry Permanent Guardrail System provides the highest level of safety for maintenance personnel when working at heights and other fall risk areas. Sentry ensures

More information

Quality Standard for ACR Copper Tubes in LWC

Quality Standard for ACR Copper Tubes in LWC Quality Standard for ACR Copper Tubes in LWC Foreword cuproclima is a protected tradename for high-quality seamless copper tubes in levelwound coils (LWC) supplied to manufacturers of heat exchangers for

More information

STRUCTURAL PROPERTIES OF TIMBER FROM TWO POPLAR VARIETIES

STRUCTURAL PROPERTIES OF TIMBER FROM TWO POPLAR VARIETIES 223 STRUCTURAL PROPERTIES OF TIMBER FROM TWO POPLAR VARIETIES H. BIER Forest Research Institute, New Zealand Forest Service, Private Bag, Rotorua, New Zealand (Received for publication 25 March 1985; revision

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

BUILDING BULLETIN One and Two Family Dwellings Decks and Residential Access Ramps

BUILDING BULLETIN One and Two Family Dwellings Decks and Residential Access Ramps BUILDING BULLETIN One and Two Family Dwellings Decks and Residential Access Ramps City of Virginia Beach Building Permits & Inspections Updated 4/30/09 Table of Contents I. Introduction... 1 II. Tips

More information

Section SoundPly LR M25 Acoustic Ceiling Panels

Section SoundPly LR M25 Acoustic Ceiling Panels Section 095126 Acoustic Ceiling Panels PART 1 GENERAL 1.1 RELATED DOCUMENTS 1.2 SUMMARY A. Drawings and general conditions of the Contract, including General and Supplementary Conditions and Division 1

More information

Murphy Laminated Veneer Lumber Murphy Engineered Wood Division Revised May 30, 2013

Murphy Laminated Veneer Lumber Murphy Engineered Wood Division Revised May 30, 2013 Murphy Laminated Veneer Lumber PR-L283 Murphy Engineered Wood Division Revised May 30, 2013 Product: 2250F b -1.5E, 2600F b -1.7E, 2750F b -1.8E, 2850F b -1.9E, 2950F b -2.0E, 3100F b -2.0E, and 3100F

More information

Standard Specification for Seamless and Welded Steel Pipe for Low-Temperature Service 1

Standard Specification for Seamless and Welded Steel Pipe for Low-Temperature Service 1 Designation: A 333/A 333M 04a Standard Specification for Seamless and Welded Steel Pipe for Low-Temperature Service This standard is issued under the fixed designation A 333/A 333M; the number immediately

More information

NZQA registered unit standard version 1 Page 1 of 7. Plan and fell trees using advanced techniques in a commercial forest harvesting operation

NZQA registered unit standard version 1 Page 1 of 7. Plan and fell trees using advanced techniques in a commercial forest harvesting operation Page 1 of 7 Title Plan and fell trees using advanced techniques in a commercial forest harvesting operation Level 4 Credits 25 Purpose This unit standard is intended for professional tree fellers in a

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

UNIFIED FACILITIES GUIDE SPECIFICATIONS

UNIFIED FACILITIES GUIDE SPECIFICATIONS USACE / NAVFAC / AFCEC / NASA UFGS-06 17 19 (November 2016) ----------------------------- Preparing Activity: USACE New Section UNIFIED FACILITIES GUIDE SPECIFICATIONS References are in agreement with

More information

WELDING PROCEDURE SPECIFICATION. Shielded Metal Arc Welding-SMAW

WELDING PROCEDURE SPECIFICATION. Shielded Metal Arc Welding-SMAW WELDING PROCEDURE SPECIFICATION Shielded Metal Arc Welding-SMAW WPS Number: WPS-SMAW-CS Revision: 0 Company Name & Address ABC WELDING & FABRICATING 123 WeldProc Boulevard Toronto, ON A1B 2C3 CWB Approval

More information

SECTION IMPACT RESISTANT WALL PROTECTION

SECTION IMPACT RESISTANT WALL PROTECTION SECTION 10265 PART I - GENERAL 1.01 DESCRIPTION A. Scope: Work under this Section shall include all materials and installation necessary to provide Impact-Resistant Wall Protection including Wall guards,

More information

City of Ottawa Street Lighting. Streetlight Brackets and Adapters

City of Ottawa Street Lighting. Streetlight Brackets and Adapters TITLE: Engineering Specification RECOMMENDED: S. Edey, NO: 1 REV: APPROVED: D. O Keefe LBS0001 OF REV. DATE: 2010-01-07 6 5 City of Ottawa Street Lighting Streetlight Brackets and Adapters For City of

More information

UNION PACIFIC RAILROAD GRADING RULES AND GUIDELINES FOR FOREST PRODUCTS PREPARED BY THE FOREST PRODUCTS GROUP OF THE UNION PACIFIC RAILROAD

UNION PACIFIC RAILROAD GRADING RULES AND GUIDELINES FOR FOREST PRODUCTS PREPARED BY THE FOREST PRODUCTS GROUP OF THE UNION PACIFIC RAILROAD UNION PACIFIC RAILROAD GRADING RULES AND GUIDELINES FOR FOREST PRODUCTS PREPARED BY THE FOREST PRODUCTS GROUP OF THE UNION PACIFIC RAILROAD VIEW ON UPRR WEBSITE http://www.up.com/suppliers/supplier_specifications/index.htm

More information

think eco WOOD BOARD Bahan Binaan KELASʻOʼ

think eco WOOD BOARD Bahan Binaan KELASʻOʼ think eco BOARD Bahan Binaan KELASʻOʼ Bahan Binaan KELASʻOʼ BS 476 : PART 6 : 1989 + A1 :2009 SustainableArchitecturalSolutions Green Sustainable Building Products or eco-friendly products refer to building

More information

PTFE BELLOWS POLY FLUORO LTD. POLY FLUORO LTD.260A. Bommasandra Industrial Area, Hosur Road, Bangalore TECHNICAL SPECIFICATION

PTFE BELLOWS POLY FLUORO LTD. POLY FLUORO LTD.260A. Bommasandra Industrial Area, Hosur Road, Bangalore TECHNICAL SPECIFICATION PTFE BELLOWS TECHNICAL SPECIFICATION 1. MATERIALS 1.1 PTFE Only virgin (not reprocessed) PTFE conforming to ASTM D 1457, type III, IV or V shall be used for the production of bellows; the PTFE raw material

More information

DESIGN AND FABRICATION OF SERPENTINE TUBE TYPE SODIUM TO AIR HEAT EXCHANGERS FOR PFBR SGDHR CIRCUITS

DESIGN AND FABRICATION OF SERPENTINE TUBE TYPE SODIUM TO AIR HEAT EXCHANGERS FOR PFBR SGDHR CIRCUITS DESIGN AND FABRICATION OF SERPENTINE TUBE TYPE SODIUM TO AIR HEAT EXCHANGERS FOR PFBR SGDHR CIRCUITS Aravinda Pai, T.K.Mitra, T. Loganathan and Prabhat Kumar Prototype Fast Breeder Reactor Project Bharatiya

More information

JOHN W. HENLEY USDA FOREST SERVICE RESEARCH PAPER PNW -1 PORTLAND, OREGON U.S. DEPARTMENT OF AGRICULTURE

JOHN W. HENLEY USDA FOREST SERVICE RESEARCH PAPER PNW -1 PORTLAND, OREGON U.S. DEPARTMENT OF AGRICULTURE 19 USDA FOREST SERVICE RESEARCH PAPER PNW -1 I I AClFlC NORTHWEST FOREST AND RANGE EXPERIMENT STATION OREST SERVICE JOHN W. HENLEY PORTLAND, OREGON U.S. DEPARTMENT OF AGRICULTURE ABSTRACT Small limbs and

More information

Technical Assessment Body issuing the ETA: Kiwa Nederland B.V. Sinh Board

Technical Assessment Body issuing the ETA: Kiwa Nederland B.V. Sinh Board Member of Kiwa Nederland B.V. www.eota.eu Sir Winston Churchilllaan 273 NL-2288 EA Rijswijk Postbus 70 NL-2280 AB Rijswijk Tel.: +31 (0)88 998 44 00 Fax: +31 (0)88 998 44 20 E-mail: info@kiwa.nl European

More information

Supply Base Report for GLHU Stolbtsovski leshoz

Supply Base Report for GLHU Stolbtsovski leshoz Supply Base Report for GLHU Stolbtsovski leshoz Version 1.1 February 2016 For further information on the SBP Framework and to view the full set of documentation see www.sustainablebiomasspartnership.org

More information