PIP STF05521 Details for Angle Railings for Walking and Working Surfaces

Similar documents
PIP STF05520 Details for Pipe Railing for Walking and Working Surfaces

PIP STF05511 Fixed Industrial Stairs

PIP STE05501 Fixed Ladders and Cages Design Guide

COMPLETE REVISION November Process Industry Practices Structural. PIP STF05530 Grating Fabrication Details

PIP PCEPA003 Process Analyzer System Field Installation Guidelines

Pipeline Systems PIP PLSC0013 Non-Destructive Examination of ASME B31.4 and B31.8 Metallic Pipelines

EDITORIAL REVISION August Process Industry Practices Insulation. PIP INEG2000 Guidelines for Use of Insulation Practices

PIP INSA1000 Acoustic Insulation Systems Specification

COMPLETE REVISION April Process Industry Practices Piping. PIP PNC00004 Piping Stress Analysis Criteria for ASME B31.

Effective Date: 14-March Table of Contents

Aluminum Component Pipe Railings

COMPLETE REVISION June Process Industry Practices Architectural. PIP ARS08390 Blast Resistant Doors, Frames, and Related Hardware Specification

AMERICAN NATIONAL STANDARD ANSI/NAAMM STANDARD. Maximum Bearing Bar Depth / 2 (63.5 mm)

METAL HANDRAILS AND RAILINGS. A. Properly identified manufacturer's literature, including shop and erection drawings before starting work.

SECTION 1043 FENCE MATERIAL

American Metal Specialties, Inc.

EDITORIAL REVISION March Process Industry Practices Refractory. PIP RFSM1000 Monolithic Refractory Material Specification

SPECIFICATION SECTION 05515: LADDERS O Keeffe s Aluminum Ladders

EVALUATION REPORT. PFC-5551 Reissued April 1, Filing Category: DESIGN Steel (038)

SECTION ALUMINUM BLEACHER SYSTEM (NEW SCHOOLS/REPLACEMENT AT EXISTING SCHOOLS)

ITEM 686 TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)

FIBERGLASS HANDRAIL & LADDER SYSTEMS

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

Section 906. STRUCTURAL STEEL

SECTION ORNAMENTAL ALUMINUM RAILING. ** NOTE TO SPECIFIER ** Superior Aluminum Products, Inc.; Ornamental aluminum railing products.

SECTION CLIMBING WALLS

SECTION PIPE AND TUBE RAILINGS PART 1- GENERAL 1.1 RELATED DOCUMENTS 1.2 SUMMARY 1.3 PERFORMANCE REQUIREMENTS

Installation Instructions

STAINLESS STEEL SHEETS

DUGOUT MODEL (4 POST) 10 x 24 SPECIFICATIONS

CONCRETE STEPS, HANDRAILS, AND SAFETY RAIL

SECTION CHAIN-LINK FENCES AND GATES 02821/1

Scaffolding Procedures

The advantages of resistance welding versus Mig welding are: Weld consistency Weld strength Floor cleanliness.

PIP REEE002 Reliability Indicators for Rotating Machinery

SECTION HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

ACCIDENT INTERVETION SYSTEMS

LANE ENTERPRISES, INC. STANDARDS & SPECIFICATIONS

Project Address: Name of Person Completing Form:

A. Product Data shall be provided for each type of product indicated.

DIVISION: CONCRETE SECTION: CONCRETE ACCESSORIES SECTION: REINFORCING STEEL REPORT HOLDER: PEIKKO GROUP, INC.

MASTERSPEC - SHORT FORM. B. See Division 5 Section "Metal Stairs" for steel tube railings associated with metal stairs.

SPECIFYING AN O KEEFFE S LADDER

Smarter. Safer. Leaner.

SECTION MASONRY ACCESSORIES

SECTION CHAIN LINK FENCES AND GATES (GALVANIZED) A. Fence framework, fabric, gates, and accessories.

CITY OF BRISTOL DECK CONSTRUCTION GUIDE ACCORDING TO THE 2012 IRC WITH THE 2016 CT AMMENDMENTS

SECTION REINFORCING STEEL

SECTION ELEVATED BLEACHERS (Angle Frame Semi-Closed Deck)

CANTILEVER RACK SPECIFICATIONS PART 1 GENERAL 1.1 SCOPE 1.2 APPROVED MANUFACTURER 1.3 REGULATORY ORGANIZATIONS AND GROUPS 1.4 QUALITY ASSURANCE

Walking/Working Surfaces

Subcommittee 3, Connections August 15, 2012

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi

The following are details of the code requirements of the 2015 International Residential Code for single-story decks.

SIERRA MODEL 12 X 24 SPECIFICATIONS

SECTION PREFABRICATED PIPE BRIDGE(s)

PIP PNSC0011 Installation of ASME B31.3 Metallic Piping

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

REPORT HOLDER: MITEK USA, INC. (FORMERLY USP STRUCTURAL CONNECTORS) SOUTHCROSS DRIVE, SUITE 200 BURNSVILLE, MINNESOTA EVALUATION SUBJECT:

REPORT HOLDER: MITEK USA, INC. (FORMERLY USP STRUCTURAL CONNECTORS) SOUTHCROSS DRIVE, SUITE 200 BURNSVILLE, MINNESOTA EVALUATION SUBJECT:

SECTION DECORATIVE METAL AND GLASS RAILING

Walking-Working Surfaces

INSULATION RETROFIT DESIGN ENERGY SOLUTIONS CENTRE YUKON GOVERNMENT

City and County of San Francisco CONTRACT No A SFO - Data Center, Building 60 SECTION CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

A-Series Aluminum Gantry Crane

DIVISION: METALS SECTION: STEEL DECKING SECTION: STEEL FLOOR DECKING SECTION: STEEL ROOF DECKING REPORT HOLDER:

02800 SHADE STRUCTURES

DIVISION: THERMAL AND MOISTURE PROTECTION SECTION: METAL WALL PANELS REPORT HOLDER: FCP, INC.

SECTION ORNAMENTAL ALUMINUM RAILING. ** NOTE TO SPECIFIER ** Superior Aluminum Products, Inc.; Ornamental aluminum railing products.

Guidelines for the Engineer & Designer

ADDENDUM No. 6. ITB No. 4424: W.R. Wheeler (Swift Run) Service Center PUD Non-motorized Improvements Phase 1

SJI Updates Expanded Load Tables for Noncomposite Joists / Joist Girders and Development of New Composite Joist Series

PIPE AND TUBE RAILINGS

SECTION ORNAMENTAL HANDRAILS AND RAILINGS

Underground Piping for Private Hydrants & Sprinkler Supply Line

SECTION PRE-ENGINEERED MEMBRANE STRUCTURE

MERCHANTS METALS. A. ASTM F552 Standard Terminology Relating to Chain Link Fencing

PATHWAYS FOR COMMUNICATIONS SYSTEMS

A. Section Metal Decking. (05300 in MF95) B. Section Cold Formed Metal Framing. (05400 in MF95)

Model # 158-P4. 12/12/2013 Page 1 of 11

INDUSTRIAL GUARDRAIL SYSTEMS

Model # 238HS-P8. 4/27/2011 Page 1 of 11

J.I.C. HYDRAULIC TUBING Seamless & Welded Hydraulic Fluid Line 23 Seamless Burst Pressures & Working Pressures 24 Welded Burst Pressures 25

1. Cast-in-place concrete is specified in Section

Newton Group CANADACAR SYSTEM. Basic Construction of the CANADACAR System. CANADACAR Module Format

PIPE AND TUBE RAILINGS

Fully framed glass panels

Model # 338S-OP. 9/30/2011 Page 1 of 13

11/07/2017. Tolerances & The Intolerant World of Structural BIM Coordination. Dave Merrifield. BIM and Tolerances. Speaker Twitter Handle.

DIVISION: CONCRETE SECTION: REINFORCING STEEL REPORT HOLDER: DEXTRA MANUFACTURING CO., LTD.

SPECIFICATIONS FOR PLAYGROUND EQUIPMENT HARMON PARK SIDNEY PARKS & RECREATION SIDNEY, OHIO

SECTION METAL MATERIALS, METHODS AND FASTENING

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.

Table of Contents. List of Drawings

FACT SHEET #2 DECK INFORMATION

Materials Carbon Steel and Malleable Iron are used in the manufacture of concrete inserts. Stainless Steel and other materials are available.

SECTION PATHWAYS FOR COMMUNICATIONS SYSTEMS

MODULAR ACCESS SYSTEMS PRODUCT OVERVIEW

BEARING METAL STUD FRAMING

SECTION MECHANICAL EQUIPMENT - GENERAL REQUIREMENTS

Transcription:

TECHNICAL CORRECTION January 2017 Structural PIP STF05521 Details for Angle Railings for Walking and Working Surfaces

PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engineering costs to both the purchaser and the manufacturer should be reduced. While this Practice is expected to incorporate the majority of requirements of most users, individual applications may involve requirements that will be appended to and take precedence over this Practice. Determinations concerning fitness for purpose and particular matters or application of the Practice to particular project or engineering situations should not be made solely on information contained in these materials. The use of trade names from time to time should not be viewed as an expression of preference but rather recognized as normal usage in the trade. Other brands having the same specifications are equally correct and may be substituted for those named. All Practices or guidelines are intended to be consistent with applicable laws and regulations including OSHA requirements. To the extent these Practices or guidelines should conflict with OSHA or other applicable laws or regulations, such laws or regulations must be followed. Consult an appropriate professional before applying or acting on any material contained in or suggested by the Practice. This Practice is subject to revision at any time. Process Industry Practices (PIP), Construction Industry Institute, The University of Texas at Austin, 3925 West Braker Lane (R4500), Austin, Texas 78759. PIP Member Companies and Subscribers may copy this Practice for their internal use. Changes or modifications of any kind are not permitted within any PIP Practice without the express written authorization of PIP. Authorized Users may attach addenda or overlays to clearly indicate modifications or exceptions to specific sections of PIP Practices. Authorized Users may provide their clients, suppliers and contractors with copies of the Practice solely for Authorized Users purposes. These purposes include but are not limited to the procurement process (e.g., as attachments to requests for quotation/ purchase orders or requests for proposals/contracts) and preparation and issue of design engineering deliverables for use on a specific project by Authorized User s client. PIP s copyright notices must be clearly indicated and unequivocally incorporated in documents where an Authorized User desires to provide any third party with copies of the Practice. PUBLISHING HISTORY April 1999 Issued May 2001 Technical Correction October 2003 Complete Revision June 2004 Technical Correction January 2017 Technical Correction Not printed with State funds

TECHNICAL CORRECTION January 2017 Structural PIP STF05521 Details for Angle Railings for Walking and Working Surfaces Table of Contents 1. Scope... 2 2. References... 2 2.1 Process Industry Practices... 2 2.2 Industry Codes and Standards... 2 3. Definitions... 3 4. Requirements... 3 List of Details Plan - Typical Post Location... 4 Elevation - Typical Railing... 4 Elevation A-A... 5 Section B-B... 5 Section C-C... 6 Section D-D... 6 Elevation E-E... 6 Elevation F-F... 6 Top Rail Splice Detail... 7 Intermediate Rail Splice Detail... 7 Toe Plate Splice Detail... 7 Detail 1... 7 Post Connections to Structural Steel... 8 Section G-G... 8 Detail 2... 8 Section H-H... 8 Section J-J... 8 Railing Termination at Columns... 9 Section G-G (Alternate)... 9 Section H-H (Alternate)... 9 Elevation - Removable Railing Type I... 10 Elevation Removable Railing Type II... 11 Detail 3... 11 Detail 4... 11 Post Connections to Concrete... 12 Detail 5... 12 Detail 6... 12 Pipe Handrail Attachment to Wall Details 13 Wall-Mounted Handrail... 13 Step Through Ladder Details... 14 Process Industry Practices Page 1 of 14

PIP STF05521 TECHNICAL CORRECTION Details for Angle Railings for Walking and Working Surfaces January 2017 1. Scope This Practice provides requirements for designers, fabricators, and installers of angle railing. This Practice provides fabrication and installation details for standard angle railing for in this Practice are intended to meet U.S. Occupational Safety and Health Administration (OSHA) requirements for process facilities, they may not meet the requirements of local or national building codes. Comment: As of the effective date of January 17, 2017, this Practice is no longer fully compliant with new OSHA Regulations 29 CFR 1910 Subpart D Walking-Working Surfaces that were published on November 18, 2016. This Practice will need to be supplemented or modified by the user to be in full compliance with the new OSHA regulations until the complete revision of this Practice incorporating the changes is published by PIP. 2. References Applicable requirements in the following PIP Practices, codes and standards, and government regulations shall be considered an integral part of this Practice. The edition in effect on the date of contract award shall be used, except as otherwise noted. Short titles will be used herein when appropriate. 2.1 Process Industry Practices (PIP) PIP STF05501 - Fixed Ladders and Cages Details PIP STS05120 - Fabrication of Structural and Miscellaneous Steel Specification PIP STS05130 - Erection of Structural and Miscellaneous Steel Specification 2.2 Industry Codes and Standards American Institute of Steel Construction (AISC) Load and Resistance Factor Design (LRFD) Specification for Structural Steel Buildings Metric Load and Resistance Factor Design (LRFD) Specification for Structural Steel Buildings Specification for Structural Steel Buildings, Allowable Stress Design (ASD) and Plastic Design American Society for Testing and Materials (ASTM) ASTM A36 - Standard Specification for Carbon Structural Steel ASTM A53 - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc- Coated, Welded and Seamless ASTM A307 - Standard Specification for Carbon Steel Bolts and Studs, 60000 PSI Tensile Strength ASTM A500 - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes Process Industry Practices Page 2 of 14

PIP STF05521 TECHNICAL CORRECTION Details for Angle Railings for Walking and Working Surfaces January 2017 3. Definitions The following definitions from OSHA 1910, Subpart D, shall apply to this Practice: handrail: A single bar or pipe supported on brackets from a wall or partition to provide a continuous handhold for persons using a stair. Refer to page 14 of this Practice. stair railing: A vertical barrier erected along exposed sides of a stairway to prevent falls of persons standard railing: A vertical barrier erected along exposed edges of a floor opening, wall opening, ramp, platform, or runway to prevent falls of persons 4. Requirements 4.1 Refer to project design documents for the location, orientation, and arrangement of railing for regular operational use, special fabrication details, and any changes to the requirements of this Practice. 4.2 Railing that meets the requirements of this Practice is designed to withstand a concentrated load of 200 pounds (890 N) applied in any direction at any point along the top rail, in accordance with OSHA requirements. 4.3 Wall-mounted handrail shall be carbon steel, round structural tubing, or pipe conforming to ASTM A500 Grade B or ASTM A53 Grade B, standard weight, 1.9-inches (48-mm) O.D. (1.5 inches [38 mm] nominal diameter). 4.4 All structural steel shall be ASTM A36 unless otherwise noted. 4.5 All bolts for railing connections shall be 5/8-inch (16-mm) diameter and in accordance with ASTM A307 unless otherwise noted. 4.6 Railing shall be welded construction except as shown in design drawings and/or in the attached details. All joints and welds in the top rail shall be finished smooth. Railing systems shall be surfaced in a manner to prevent injury from punctures or lacerations and clothing snags. 4.7 Railing assemblies shall be coated after fabrication in accordance with the design drawings and specifications governing the project. Galvanizing shall be done after fabrication and in accordance with PIP STS05120. Field damage to coating shall be repaired with materials equivalent to original coating according to PIP STS05130. 4.8 The minimum clearance between handrail or the top rail of stair railing/standard railing and any obstruction shall be 3 inches (75 mm). 4.9 If the size of fillet weld is not shown on the drawings, provide the minimum fillet as shown in Table J2.4 of the AISC LRFD, Metric LRFD, or ASD Specification for Structural Steel Buildings. Process Industry Practices Page 3 of 14