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Structural RENOVATION Encountering Historic Metals in Renovations by Ciro Cuono, P.E., and Christopher Ribeiro, E.I.T
structural RENOVATION Encountering Historic Metals in Renovations By Ciro Cuono, P.E., and Christopher Ribeiro, E.I.T. tructural steel has been a dominant building material for more than 100 Syears. Although steel is not considered a particularly remarkable material today, Vaclav Smil’s book, Still the Iron Age, illustrates how important iron and steel have been and continue to be in industrialized societies. For a struc- tural engineer working on historic renovations and adaptive reuse of pre-war buildings, working knowledge of the history, development, and metallurgy of structural metals is necessary for the engineer to be effective and efficient. Figure 1. A sample of a wrought-iron beam flange. The three primary ferrous metals used in building construction from create various shapes; it has good compressive strength and low tensile approximately the 1850s to the 1920s were cast iron, wrought iron, strength. Wrought iron is a more malleable or workable (hence the and structural steel. All three materials are man-made metals (alloys) name “wrought”) alloy of iron with low carbon content and good whose primary ingredient is iron. The industrial revolution of the 18th tensile and compressive strengths. Both metals were used in early build- and 19th centuries brought iron making technology to an advanced ing structures, particularly industrial buildings in England, to replace state where cast iron and then wrought iron could be mass-produced and span farther than the heaviest timbers available. Steel, which is and used, first in transportation and then building projects. also an alloy of iron with low carbon content and other elements such Iron technology was used and developed predominantly in Europe, as manganese, silicon, sulfur, and phosphorus, eventually replaced China, the Middle East, and India. -
Guide to Stainless Steel Finishes
Guide to Stainless Steel Finishes Building Series, Volume 1 GUIDE TO STAINLESS STEEL FINISHES Euro Inox Euro Inox is the European market development associa- Full Members tion for stainless steel. The members of Euro Inox include: Acerinox, •European stainless steel producers www.acerinox.es • National stainless steel development associations Outokumpu, •Development associations of the alloying element www.outokumpu.com industries. ThyssenKrupp Acciai Speciali Terni, A prime objective of Euro Inox is to create awareness of www.acciaiterni.com the unique properties of stainless steels and to further their use in existing applications and in new markets. ThyssenKrupp Nirosta, To assist this purpose, Euro Inox organises conferences www.nirosta.de and seminars, and issues guidance in printed form Ugine & ALZ Belgium and electronic format, to enable architects, designers, Ugine & ALZ France specifiers, fabricators, and end users, to become more Groupe Arcelor, www.ugine-alz.com familiar with the material. Euro Inox also supports technical and market research. Associate Members British Stainless Steel Association (BSSA), www.bssa.org.uk Cedinox, www.cedinox.es Centro Inox, www.centroinox.it Informationsstelle Edelstahl Rostfrei, www.edelstahl-rostfrei.de Informationsstelle für nichtrostende Stähle SWISS INOX, www.swissinox.ch Institut de Développement de l’Inox (I.D.-Inox), www.idinox.com International Chromium Development Association (ICDA), www.chromium-asoc.com International Molybdenum Association (IMOA), www.imoa.info Nickel Institute, www.nickelinstitute.org -
ITEM 442 METAL for STRUCTURES 442.1. Description. This Item Shall
ITEM 442 METAL FOR STRUCTURES 442.1. Description. This Item shall govern for all structural steel, high strength bolts, forgings, steel castings, iron castings, wrought iron, bronze, steel pipe and tubing, aluminum castings and tubing, and other miscellaneous metals used in structures, except reinforcing steel and metal culvert pipe. 442.2. Process. All ferrous metals furnished for use under these specifications shall be made by one or more of the following processes only: Open-hearth, basic oxygen, or electric furnace. Mill test reports, supplemental test documentation and certifications required by this Item shall be furnished to the Engineer. 442.3. Structural Steel. (1) Steel for Bridge Structures. The material required for steel bridge structures shall be shown on the plans under the following designations: (a) Structural Steel-HYC - When shown on the plans and in the proposal as Structural Steel- HYC, the material shall conform to the requirements of ASTM A 709 Grade 250. (b) Structural Steel-HS - When shown on the plans and in the proposal as Structural Steel- HS, the material shall conform to the requirements of ASTM A 709 Grade 345 or Grade 345W. The use of either Grade 345 or Grade 345W shall be at the Contractor's discretion for painted structures, but Grade 345W must be used when weathering steel is specified. (c) Structural Steel-XHS - When shown on the plans and in the proposal as Structural Steel- XHS, the material shall conform to the requirements of ASTM A 709 Grade 485W, Grade 690, or Grade 690W. The Grade of material required shall be designated on the plans; if Grade 690 is specified, the use of either Grade 690 or Grade 690W shall be at the Contractor's discretion for painted structures, but Grade 690W must be used when weathering steel is specified. -
05100-1 of 5
05100-1 of 5 SECTION 05100 STRUCTURAL STEEL 05100.01 GENERAL A. Description Structural steel shall include, but not necessarily be limited to, furnishing and erecting structural steel in accordance with the Contract Documents, or as directed by the Engineer. Structural steel shall be fabricated and erected in accordance with the AISC “Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings” and the “Code of Standard Practice for Steel Buildings and Bridges”. B. Related Work Included Elsewhere Painting; Section 09900. C. Quality Assurance 1. The Engineer will inspect all materials and work to ensure compliance with the Contract Documents. 2. Shop and field welds may be inspected in accordance with AWS D 1.1. Welds requiring repairs will be reinspected after repairs are made. 3. Field assembled bolted construction may be inspected in accordance with AISC "Specifications for Structural Joints Using A325 or A490 Bolts". D. Submittals 1. Shop Drawings Shop drawings shall be submitted as specified in the "General Provisions" for all structural steel. The shop drawings shall include the following information: a. Complete information necessary for the fabrication of the component parts of the structure or structures, including location, type and size of all bolts and shop welds. Welds shall be indicated by standard AWS welding symbols. b. Erection plans and details indicating required sequence of construction and temporary bracing where applicable. c. Surface finishes, shop paint system or other coating as specified in Section 05100.03 and/or 09900.03. Published: 01/01 Revised: STRUCTURAL STEEL 05100-2 of 5 2. Certificates of Compliance Certificates of compliance shall be submitted as specified in the "General Provisions" for all structural steel stating that the material furnished meets the requirements specified in Section 05100.02. -
Building a Slip-Joint Folder
Building a Slip Joint Folder By Steve Culver, Master Smith [email protected] www.culverart.com Part 1 of 2 This is part 1of 2 of Building a Slip Joint Folder by Steve Culver, Master Smith. This is a step by step tutorial on building a slip joint folder with a single bolster. Raw materials for the knife: ATS-34 steel for the blade and spring, 410 stainless sheet for the liners and bolsters, amber stag for the handle material. Page 1 of 23 Surface grinding a few thousands off each side of the ATS-34 to remove the mill scale. I will also surface grind the liner and bolster material as I believe that removing the mill finish helps with making a sound connection when spot welding the bolsters to the liners. Tracing around the pattern onto the ATS-34 for drilling the blade pivot and spring pin holes. Page 2 of 23 Drilling the blade pivot and spring pin holes. The spring pattern is aligned with the previously drilled rear pin hole and clamped to the ATS-34. The center pin hole is drilled through the hole in the pattern. Page 3 of 23 The ATS-34 is covered with layout dye, then the patterns for the blade and spring are aligned with pins and the outlines of the patterns are scribed onto the ATS-34 with an Exacto knife. Sawing out the blade and spring. Page 4 of 23 Profile grinding the blade on my KMG belt grinder. I have carefully adjusted the platen to 90 degrees to the work rest. -
DG 1100 Structural Miter Band
Another ADVANTAGE for the Steel Professional from PEDDINGHAUS Any SHAPE… Any SIZE! DG 1100 Structural Miter 320G-HSS 410 DGA 2300 Band Saw The model 320G-HSS delivers fast, efficient miter sawing at an economical The production minded 410 DGA 2300 is ideally suited for production price. Designed for manual applications, the 320G-HSS saws up to 330mm orientated manufacturing, steel stocking centers and fabrication shop (13") at 90 degrees with 200mm (8") capacity for precise miter sawing up production. This automated saw delivers CNC accuracy and repeatability The Band Saw Designed Specifically to 60 degrees. up to 410mm (16") at 90 degrees as well as 400mm (16") at 45 degrees and 330mm (13") at 60 degrees. for Miter Cutting of Structural Sections The new DG 1100 MITER BAND SAW is the perfect companion to the Peddinghaus PCD 1100 multi-spindle drill line. This tandem system has a small shop footprint but delivers high tonnage capability. Fully CNC and integrated with all major detailing and modeling software— it will change your outlook on productivity. Established in 1903, Peddinghaus has been instrumental in providing quality equipment for virtually every major construction project in the world. As the industry leader in innovative technology for structural steel and heavy plate Today’s technology such as remote diagnostics keep Peddinghaus’ service at the forefront of technology. fabrication, Peddinghaus stands ready to serve our industry partners. Peddinghaus Corporation Peddinghaus Corporation Paul F. Peddinghaus GmbH 300 North Washington Avenue U.K. Ltd. Hasslinghauser Strasse 156 Bradley, Illinois 60915 Unit 6 Postfach 1820 Phone 815-937-3800 Queensway Lind Industrial Estate 58285 Gevelsberg The PEDDINGHAUS ACCUMEASURE CNC MEASURING SYSTEM, pictured here with the ISO 9001:2000 Certified Fax 815-937-4003 Stafford Park 17 Germany DGP 1270 Miter Band Saw, provides fast, accurate measuring of structural components. -
Main Steel Your Perfect Supply Chain
MAIN STEEL CORPORATE IDENTITY RANGED LOGO VERSIONS & COLOR PALETTE NOTE: PREFERRED VERSION 5-8-12 MAIN STEEL CORPORATE IDENTITY RANGED LOGO VERSIONS & COLOR PALETTE NOTE: PREFERRED VERSION 5-8-12 4C GRADIENT 4C GRADIENT USE: ALL 4C/DIGITAL PRINTING USE: ALL 4C/DIGITAL PRINTING NOTE: FOR WEB, STRAIGHT CONVERT TO RGB OR REFERENCE RGB/HEX VALUES BELOW. NOTE: FOR WEB, STRAIGHT CONVERT TO RGB OR REFERENCE RGB/HEX VALUES BELOW. 4C GRADIENT REVERSE USE: ALL 4C/DIGITAL PRINTING ON DARK BACKGROUND MAIN STEEL 3C SPOT COLOR YOUR PERFECTUSE: RESTRICTIVE PRINTING, EMBROIDERY 4C GRADIENT REVERSE SUPPLY CHAIN USE: ALL 4C/DIGITAL PRINTING ON DARK BACKGROUND GRAYSCALE MAIN STEEL CORPORATE IDENTITY RANGED LOGO VERSIONS & COLOR PALETTE USE: B/W PRINTING NOTE: PREFERRED VERSION 5-8-12 As part of the Shale-Inland family of companies, Main Steel is 4C GRADIENT USE: ALL 4C/DIGITAL PRINTING NOTE: FOR WEB, STRAIGHT CONVERT TO RGB a North American steel service center that provides stainless, OR REFERENCE RGB/HEX VALUES BELOW. aluminum, high nickel alloys, and carbon steel to a wide range of Atlanta, GA 404-873-2881 industries. Our in-house processing allows us to deliver parts ready 4C GRADIENT REVERSE USE: ALL 4C/DIGITAL PRINTING ON DARK BACKGROUND for the next stage of processing or assembly. Chicago, IL 800-624-6785 u Serving customers in a broad range of markets, including transportation, Dallas, TX 800-947-9823 fabrication, petrochemical and food service 3C SPOT COLOR Houston, TX 800-231-8890USE: RESTRICTIVE PRINTING, EMBROIDERY LINE ART u 8 locations nationwide -
Deep Textured Architectural Metals Custom Fabricated Products Contents
Deep Textured Architectural Metals Custom Fabricated Products contents 4 interior panels 6 exterior panels 8 patterns 10 panel systems 14 fabrication 15 color and tile finishes 16 finishes 18 Trim-Tex™ 19 Rigi-Grip™ 20 partitions 21 elevators 22 Rigi-Bump™ 24 sustainability 26 textured perforations 27 technical data 2 metal made better who we are As the originator and world leader of deep textured metals, Rigidized® Metals manufactures lasting impressions. We continue to explore the world of textures, finishes, forms and shapes to enhance the performance of all metals. For over seventy years our journey has allowed us to develop a one-of- a-kind expertise in how metals can be improved. Many discoveries have created imaginative products and some surprising applications. We strive to use less & give you more. A proud American manufacturer of metal products since 1940. metal made better 3 interiors Nordstrom Cafe 1HM Pattern in Copper Coastline Design Metal Made Better We make metals for interior surfaces richer with textures that reflect the glow of light. These patterned metals offer significantly more durable, longer lasting 1NA Pattern in Stainless Steel surfaces. 4 metal made better interiors Grand Junction Readiness Center Courtesy of CooverClark Architects 1NA 304 Stainless Steel Powder Coated “Brass Transparent” 6WL Column Covers metal made better 5 exteriors 6WL Pattern ZGF Architects-Twelve West, Portland, OR ZGF Architects-Twelve West, Portland, OR 6 metal made better exteriors 1UN Pattern Sherbourne Common Park, Toronto, Ontario Javits Convention Center, FXFOWLE Architects Metal Made Better Our Rigidized® Metals for exterior applications are uniquely durable, long lasting, luminescent, and visu- ally appealing. -
Architectural Metals: Cast Iron, Steel, Pressed Tin, Copper, Aluminum and Zinc
CITY OF GRANBURY Historic Preservation DESIGN GUIDELINES 10. ARCHITECTURAL METALS: CAST IRON, STEEL, PRESSED TIN, COPPER, ALUMINUM AND ZINC Evaluate the overall condition of architectural metals to determine whether more protection and maintenance may be required and if repairs are warranted. Most architectural features on Granbury's historic buildings were made of pressed tin. Most hardware on Granbury's historic buildings (before 1930) were made of brass, bronze and/or copper. Identify and Retain architectural metal features, such as columns, pilasters, soffits, cornices, capitals, window frames, awnings or stairways that are important to defining the historic character of a building, its finishes and colors. Protect and Maintain architectural metals from corrosion by providing proper drainage, preventing water from standing on horizontal surfaces or accumulating in curved, decorative features. Clean architectural metals, when necessary, to remove corrosion prior to repainting or applying other appropriate protective coatings. Do not remove historic patinas found on some metals such as copper or bronze. This will diminish the metal's historic character and may damage it. Prohibited: ¦ Removing or radically changing architectural metal features, so that, as a result, their character is diminished. ¦ Removing a major portion of the historic architectural metal from a facade instead of repairing or replacing only the portion(s) of deteriorated metal. ¦ Radically changing a metal’s type of finish, patina, historic color or accent theme. ¦ Failing to identify, evaluate and treat the causes of corrosion, like moisture from leaking roofs or flashing. ¦ Placing incompatible metals together without first providing a reliable separation material, thus causing a galvanic or corrosive reaction, and damaging the adjacent metals. -
5V Crimp Detail Manual
Table of Contents Important Information 2 Installation Information 4 Technical Information 5 Trims and Flashings Illustration 6 Roofing Installation Details Fascia Cover (FC-5/FC-7/FC-9) 8 Eave Drip (ED-1) 9 Eave Flashing (EF-3) 10 Preformed Valley (PV-1/PV-2) 11 End Wall Flashing (EW-1) 12 Side Wall Flashing (SW-1) 13 Transition Flashing (TF-1) 14 Gambrel Flashing (GF-1) 15 Gable Rake (GR-2) 16 Gable Rake (GR-4) 17 High Side Eave (HS-2) 18 Hip Cap (RC-2) 19 Ridge Cap (RC-3) 20 Ridge Cap (RC-8) 21 Vented Ridge with Venturi Vent 22 Vented Ridge with Miami Dade Profile Vent 23 Pipe Boot 24 Fastener Guide 25 Sealants and Accessories 26 Helpful Formulas 27 Flashing Angle Specifier Chart 28 5V-Crimp Important Information Miami-Dade County and Local Code Compliance Southeastern Metals’ 26 Gauge 5V-Crimp products are Finishes Miami-Dade County approved and comply with the 40-year warranted SemCoat Plus is a fluoroceram most recent testing requirements. Contact our techni- premium coating manufactured by BASF/Morton cal department for a copy of our current Miami-Dade International Inc. It contains 70% Kynar 500 or Hylar County NOA compliance report if one is required for 5000 PVDF resin over Galvalume ASTM-A792 your purposes. structural steel grade 50. Building codes for metal roofing applications vary 35-year warranted SemCoat SP is a siliconized poly- by county and project. For information regarding ester premium coating applied to a galvanized steel pertinent building code requirements and ordinances, substrate coated with zinc (G90). -
SCI P172 Castings in Construction, 1996
P172: Castings in Construction Discuss me ... SCI PUBLICATION 172 Castings in Construction Nancy R Baddoo MA, CEng, MICE Published by: The Steel Construction Institute Silwood Park, Ascot Berkshire SL5 7QN Telephone: 01 344 23345 Fax: 01344 22944 Created on 22 July 2009 This material is copyright - all rights reserved. Use of this document subject to the terms and conditions Steelbiz Licence Agreement P172: Castings in Construction Discuss me ... 0 1996 The Steel Construction Institute Apart from any fair dealing for the purposes of research or private study or criticismor review, as permitted under the Copyright Designs and Patents Act, 1988, this publicationmay not be reproduced, stored, or transmitted, in any form or by any means, without the prior permission in writingof the publishers, or in the case of reprographic reproduction only in accordance with the terms of the licences issued by theUK Copyright Licensing Agency, or in accordance with the terms of licences issued by the appropriate Reproduction Rights Organisation outside the m. Enquiries concerning reproduction outside the terms stated here should be sent to the publishers, The Steel Construction Institute, at the address given on the title page. Although care has been taken to ensure, to the bestof our knowledge, that all data and information contained herein are accurate to the extent that they relate to either mattersof fact or accepted practiceor matters of opinion at the time of publication, The Steel Construction Institute, the authors and the reviewers assume no responsibility for any errors in or misinterpretations of such data and/or information or any loss or damage arising from or related to their use. -
The Identification and Prevention of Defects on Anodized Aluminium Parts
The Identification and Prevention of Defects on Anodized Aluminium Parts Chiswick Park, London, extruded and anodised aluminium louvres. by Ted Short, Aluminium Finishing Consultant © Metal Finishing Information Services Ltd 2003. 1 Reproduction of any part of this document by any means without the prior written permission of the publisher is strictly prohibited. Table of Contents - Click a heading to view that section Summary .................................................................................................................................................................................... 4 Introduction ............................................................................................................................................................................... 5 Categorisation of Defects........................................................................................................................................................... 6 Defect recognition – General ...................................................................................................................................................... 7 Part 1. Pitting Defects ................................................................................................................................................................ 9 1a. Atmospheric corrosion of mill finish sections ........................................................................................................................... 9 1b. Finger print corrosion of