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Stone Preservatives : Methods of Laboratory Testing and Preliminary
°" <*« <">, \ tf'V, CO NBS TECHNICAL NOTE 941 \ U.S. DEPARTMENT OF COMMERCE / National Bureau of Standards Stone Preservatives: Methods of Laboratory Testing and Preliminary Performance Criteria ,2 NATIONAL BUREAU OF STANDARDS 1 The National Bureau of Standards was established by an act of Congress March 3, 1901. The Bureau's overall goal is to strengthen and advance the Nation's science and technology and facilitate their effective application for public benefit. To this end, the Bureau conducts research and provides: (1) a basis for the Nation's physical measurement system, (2) scientific and technological services for industry and government, (3) a technical basis for equity in trade, and (4) technical services to pro- mote public safety. The Bureau consists of the Institute for Basic Standards, the Institute for Materials Research, the Institute for Applied Technology, the Institute for Computer Sciences and Technology, the Office for Information Programs, and the Office of Experimental Technology Incentives Program. THE INSTITUTE FOR BASIC STANDARDS provides the central basis within the United States of a complete and consist- ent system of physical measurement; coordinates that system with measurement systems of other nations; and furnishes essen- tial services leading to accurate and uniform physical measurements throughout the Nation's scientific community, industry, and commerce. The Institute consists of the Office of Measurement Services, and the following center and divisions: Applied Mathematics — Electricity — Mechanics -
Portland Stone: a Nomination for “Global Heritage Stone Resource” from the United Kingdom
221 by T. Hughes1 G.K. Lott2, M.J. Poultney3 and B.J. Cooper4 Portland Stone: A nomination for “Global Heritage Stone Resource” from the United Kingdom 1 Slate and Stone Consultants, Ceunant, Caenarfon, Gwynedd LL55 4SA, United Kingdom. E-mail: [email protected] 2 British Geological Survey, Keyworth, Nottingham, NG12 5GG, United Kingdom. E-mail: [email protected] 3 Albion Stone plc, Robert Denholm House, Bletchingley Road, Nutfield, Surrey RH1 4HW, United Kingdom. E-mail: [email protected] 4 Barbara Hardy Institute, School of Natural & Built Environments, University of South Australia, Adelaide, SA 5000, Australia. E-mail: [email protected] Portland Stone, a well known ooidal limestone of Criteria for GHSR recognition Jurassic age from the United Kingdom is here nominated The defining characteristics of a GHSR are succinctly addressed as a suitable “Global Heritage Stone Resource”. in the HSTG “Terms of Reference” that have been approved, following Portland Stone is considered to ideally fit the newly wide consultation, by IUGS at its Executive Committee Meeting in proposed designation as it has been utilised since Roman San Sebastian, Spain in February 2012. times in England and since the Middle Ages in the An approved GHSR nominee must have a cultural history construction of major historic buildings including St encompassing a significant period. The HSTG Terms of Reference advise that this period must be at least 50 years. Also crucial is that a Pauls Cathedral, British Museum and Bank of England GHSR needs to have been utilised in significant works, be they in in London. It was also the preferred building stone of Sir buildings, sculpture or utilitarian applications. -
Planters & Fountains
NICHOLS BRO.S STONEWORKS TM Nichols Bros. Stoneworks manufactures a broad range of quality sandstone containers in both traditional and contemporary designs. We are constantly adding new sizes and styles to expand our line of planters that are equally at home in large commercial settings, municipal projects, office buildings, malls, resorts and hotels, or adding a touch of elegance to a family home. All of our sandstone planters are hand made in the Northwest, using centuries old dry casting techniques combined with modern technology and ingredients to reduce efflorescence and Planters & Fountains increase strength and durability. This allows us to offer a ten-year warranty on these products, even against freeze and thaw damage. Exquisite as they are in their style and design our planters are crafted to function beautifully as well. We cast them with drainage holes and provide instructions and spacers to allow proper drainage. A new addition to our product line is saucers, made by Nichols Bros. Stoneworks in sizes to accompany most of our planters. Because we manufacture them, we blend the material and colors to match the planter’s finish. Because we have our own mold shop we are able to customize many of our pieces, often “blocking out” a mold to shorten a planter or create an adaptation for a water feature. Many of our planters have been adapted for use as fountains, and this is easily accomplished with pre-production modifications and post production sealing and curing. All of our pieces are made of reconstituted stone and are quite heavy. We are glad to offer any advise for transportation and installation. -
Roof Replacement and Associated Work at the Lowell High School 50 Father Morissette Blvd
ROOF REPLACEMENT AND ASSOCIATED WORK AT THE LOWELL HIGH SCHOOL 50 FATHER MORISSETTE BLVD. LOWELL, MASSACHUSETTS August 3, 2018 Prepared For: Prepared By: City of Lowell Gale Associates, Inc. 375 Merrimack Street 15 Constitution Drive Lowell, MA 01851 Bedford, NH 03110 Gale JN 833360 ROOF REPLACEMENT AND ASSOCIATED WORK AT THE LOWELL HIGH SCHOOL 50 FATHER MORISSETTE BLVD. LOWELL, MASSACHUSETTS GALE JN 833360 TECHNICAL SPECIFICATIONS TABLE OF CONTENTS DIVISION 1 - GENERAL REQUIREMENTS DIVISION 1 Section 01 10 00 – Summary of Work Section 01 22 00 – Unit Prices Section 01 23 00 – Alternates Section 01 33 00 – Shop Drawings and Submittals Section 01 50 00 – Temporary Facilities Section 01 63 00 – Weather Protection and Materials Storage Section 01 77 00 - Project Close-Out TECHINICAL SPECIFICATIONS DIVISION 2 Section 02 41 19 – Selective Demolition DIVISION 3 Section 03 10 00 – Concrete Formwork (to be included with the Masonry Filed-Sub Bid) Section 03 45 00 – Cast Stone Replacement (to be included with the Masonry Filed-Sub Bid) Section 03 60 00 – Concrete Repairs (to be included with the Masonry Filed-Sub Bid) DIVISION 4 Section 04 00 01 – Masonry Filed Sub-Bid Requirements Section 04 50 00 – Masonry (Filed Sub-Bid Required) DIVISION 5 Section 05 40 00 – Cold Form Metal Framing Metal Roof Ladders – Section 05 51 33 DIVISION 6 Section 06 10 00 – Rough Carpentry DIVISION 7 Section 07 42 13 – Metal Wall Panels Section 07 53 00 – Elastomeric Roofing and Flashing DIVISION 8 Section 08 10 00 – Doors and Hardware Section 08 51 00 – Metal Windows Section 08 95 00 – Insulated Translucent Panel Skylight System (Alternate No. -
Stone County Zoning Regulations – Table of Contents
Stone County Zoning Regulations Amendments current through June 10 2014 Stone County Zoning Regulations – Table of Contents Article 1, Title, Intent, Definitions Section 1 Title …………………………………………………....... Article 1, Page 1 Section 2 Purpose and Legislative Intent ………………………….. Article 1, Page 1 Section 3 Definitions, Interpretations, Standards …………….......... Article 1, Page 1 Section 4 Uniformity within Zoning Districts…………………….... Article 1, Page 2 Section 5 Definitions……………………………………………...... Article 1, Page 2 Article 2, Districts and Boundaries Thereof Section 1 District Divisions ………………………………………... Article 2, Page 1 Section 2 Boundaries Established By Zoning Map………………… Article 2, Page 1 Section 3 District Boundaries Intended to Follow Property Line….. Article 2, Page 1 Section 4 District Boundary Line and Other District Requirements.. Article 2, Page 2 Section 5 District Boundary Line Questions Determined by Board of Adjustment…………………..... Article 2, Page 2 Section 6 Vacation of Public Way Expands Adjacent Districts…..... Article 2, Page 2 Section 7 Disincorporation of Territory Reverts to A-1 District ….. Article 2, Page 2 Section 8 F-1 Flood Plain Overlay District ………………………... Article 2, Page 2 Article 3, General Provisions Section 1 Conformance Required………………………………...... Article 3, Page 1 Section 2 Continued Existing Uses……………………………….... Article 3, Page 1 Section 3 Agriculture……………………………………………..... Article 3, Page 1 Section 4 Public Utilities………………………………………....… Article 3, Page 1 Section 5 Outdoor Advertising……………………………………... Article 3, Page 1 Section 6 Flood Plain Overlay District…………………………….. Article 3, Page 1 Section 7 Retail Establishment and Places of Entertainment………. Article 3, Page 2 Section 8 Nonconforming Use or Buildings……………………….. Article 3, Page 2 Section 9 Conversion of Dwellings……………………………….... Article 3, Page 3 Section 10 Accessory Buildings in All Districts………………….. -
DESIGN TIPS – TECHNICAL BULLETIN #52 ALLOWING for MOVEMENT of MASONRY MATERIALS [1 of 3]
1927 CAST STONE INSTITUTE® CAS T STONE INSTITUTE ® DESIGN TIPS – TECHNICAL BULLETIN #52 ALLOWING FOR MOVEMENT OF MASONRY MATERIALS [1 of 3] Building materials may experience dimensional changes and movement due to environmental conditions, such as temperature and moisture, or movement of adjacent building elements. If this movement is restrained, cracking may result. By accounting for movement in the wall design, cracking can be controlled. Movement joints are used to control and minimize cracking. There are two types of movement joints typically used in masonry construction; control joints and expansion joints. Control joints are placed in concrete masonry walls to limit cracks due to shrinkage. Control joints are unbonded vertical separations built into a concrete masonry wall to reduce restraint and permit longitudinal movement. They are located where cracking is likely to occur due to excessive tensile stress. An expansion joint is typically used in brick masonry walls to provide means for expansion and contraction movements produced by temperature changes, loadings or other forces. Expansion joints allow for both expansion and contraction and may be vertical or horizontal. CAUSES OF MOVEMENT Temperature Changes Most building materials experience reversible movements due to temperature change. Concrete masonry movement has been shown to be linearly proportional to temperature change. The coefficient of thermal movement normally used in design is 0.0000045 in./in./°F (0.0000081 mm/mm/°C). Actual values may range from 0.0000025 to 0.0000055 in./in./°F (0.0000045 to 0.0000099 mm/mm/°C) depending mainly on the type of aggregate used in the unit according to the National Concrete Masonry Association. -
Westtown-Thornbury Elementary School New Classroom Addition
Westtown-Thornbury Elementary School New Classroom Addition West Chester Area School District 29 April 2021 Project Number: 2531 Specifications Volume 2 of 4 Divisions 02-14 Westtown-Thornbury Elementary School Addition For West Chester Area School District TABLE OF CONTENTS DIVISION 00 - PROCUREMENT REQUIREMENTS 00 0010 TABLE OF CONTENTS 00 1113 ADVERTISEMENT FOR BIDS 00 2113 INSTRUCTIONS TO BIDDERS 00 21BA A701-2018 INSTRUCTIONS TO BIDDERS 00 3100 AVAILABLE PROJECT INFORMATION 00 3100.1 FINAL GEOTECHNICAL REPORT 00 3100.2 STORMWATER PERC REPORT - HC 00 4100.01 BID FORM - STIPULATED SUM, GENERAL CONSTRUCTION 00 4100.02 BID FORM - STIPULATED SUM, MECHANICAL CONSTRUCTION 00 4100.03 BID FORM - STIPULATED SUM, PLUMBING CONSTRUCTION 00 4100.04 BID FORM - STIPULATED SUM, ELECTRICAL CONSTRUCTION 00 4313 BID SECURITY FORM 00 4513 BIDDER’S QUALIFICATION QUESTIONNAIRE 00 4519 NON-COLLUSIVE AFFIDAVIT 00 5200 AGREEMENT FORM 00 5200A AIA A101-2017 STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR 00 6113.13 PERFORMANCE BOND 00 6113.16 PAYMENT BOND 00 7200 GENERAL CONDITIONS 00 7200A AIA A201-2017 GENERAL CONDITIONS 00 7343 WAGE RATE REQUIREMENTS 00 7343.1 PREVAILING WAGE RATE FORMS 00 7343.2 PREVAILING WAGE INSTRUCTIONS 00 7343.3 PREVAILING WAGE PROJECT RATES DIVISION 01 - GENERAL REQUIREMENTS 01 1100 SUMMARY OF WORK 01 1200 MULTIPLE CONTRACT SUMMARY 01 2300 ALTERNATES 01 2600 CONTRACT MODIFICATION PROCEDURES 01 2900 PAYMENT PROCEDURES 01 3113 PROJECT COORDINATION 01 3119 PROJECT MEETINGS 01 3216 CONSTRUCTION PROGRESS SCHEDULE 01 3300 SUBMITTAL -
Architectural Cast Stone
Architectural Cast Stone TECHNICAL RESOURCES AT A GLANCE Specification ■ Standards ■ Technical Bulletins The purpose of this publication is to assist the architect and engineer by providing up to date information for the proper use, design and specification of Architectural Cast Stone. 1 2 █ █ MORTARS FOR CAST STONE INSTALLATION PRIMARY REFERENCE DOCUMENTS Selecting the appropriate type of mortar for setting cast stone is perhaps the most important factor in the performance of a masonry wall. The mortar must have sufficient strength, be durable, resist rain penetration ■ ASTM C1364-17 Standard Specification for Architectural Cast Stone as much as possible and yet be flexible enough to accommodate slight movement within the wall assembly. This is considered the master document for cast stone and can be purchased through the As noted in TMS 604-16, Standard Specification for Installation of Architectural Cast Stone, mortars used in the ASTM website at www.astm.org. This is the current version of the document which could be setting of cast stone should meet the requirements of ASTM C270, Type N mortars. updated by ASTM in the future. Therefore you will want to check on their website astm.org for any updated information. Included in this Bulletin is information on proper mortar mixing, wetting, head and bed joints, the proper specification of mortar/pointed joints and sealant joints, raking and pointing of joints, lug sills, selection of joint ■ TMS 404-504-604 types, and more. Architectural Cast Stone Standards developed through The Masonry Society TMS 404 Design, 504 Fabrication and 604 ► Reference Technical Bulletin #42. Installation in one standards publication. -
Non-Destructive Field Tests in Stone Conservation
Final Report for the Research and Development Project Non-Destructive Field Tests in Stone Conservation Field and Laboratory Tests Rapport från Riksantikvarieämbetet 2006:4 Final Report for the Research and Development Project Non-Destructive Field Tests in Stone Conservation Field and Laboratory Tests Rapport från Riksantikvarieämbetet 2006:4 Hélène Svahn Riksantikvarieämbetet PO-Box 5405, SE-114 84 Stockholm, Sweden Phone +46-8-5191 8000 Fax +46-8-5191 8083 www.raa.se [email protected] Project participants The National Heritage Board Misa Asp Ragnhild Claesson Runo Löfvendahl Swedish National Testing and Research Institute Katarina Malaga Photos Hélène Svahn. Page 25: Katarina Malaga. Layout Alice Sunnebäck Language editing Sue Glover Frykman © 2006 Riksantikvarieämbetet 1:1 ISSN 1651-1298 ISBN 13: 978-91-7209-435-2 ISBN 10: 91-7209-435-4 Print 08 Tryck, Bromma 2006 Contents 1. Summary 5 7. Description of the Field Tests 20 1.1 Summary of Field and Laboratory Tests 5 7.1 Description of the Field Tests 20 7.2 Weather Conditions 20 2. Introduction 7 7.3 Methodology and Instruments 20 2.1 Objectives of the Project 7 7.4 The Chosen Sites 25 2.2 Project Background 7 2.3 Description of the Project 7 8. Results 43 2.4 People Contacted 8 8.1 Results from the Field Test 43 8.2 Results of the Laboratory Studies 45 3. Gotland Sandstone – Use and Characteristics 9 3.1 Mineralogy and Chemistry of Gotland Sandstone 9 9. Discussion 47 3.2 Its Occurrence in Nature 9 9.1 Problems and Trends 47 3.3 Use as ”Cultural Stone”: Building and Sculptural 9.2 Further Research 48 Stone 9 10. -
Imperial Units
Imperial units From Wikipedia, the free encyclopedia Jump to: navigation, search This article is about the post-1824 measures used in the British Empire and countries in the British sphere of influence. For the units used in England before 1824, see English units. For the system of weight, see Avoirdupois. For United States customary units, see Customary units . Imperial units or the imperial system is a system of units, first defined in the British Weights and Measures Act of 1824, later refined (until 1959) and reduced. The system came into official use across the British Empire. By the late 20th century most nations of the former empire had officially adopted the metric system as their main system of measurement. The former Weights and Measures office in Seven Sisters, London. Contents [hide] • 1 Relation to other systems • 2 Units ○ 2.1 Length ○ 2.2 Area ○ 2.3 Volume 2.3.1 British apothecaries ' volume measures ○ 2.4 Mass • 3 Current use of imperial units ○ 3.1 United Kingdom ○ 3.2 Canada ○ 3.3 Australia ○ 3.4 Republic of Ireland ○ 3.5 Other countries • 4 See also • 5 References • 6 External links [edit] Relation to other systems The imperial system is one of many systems of English or foot-pound-second units, so named because of the base units of length, mass and time. Although most of the units are defined in more than one system, some subsidiary units were used to a much greater extent, or for different purposes, in one area rather than the other. The distinctions between these systems are often not drawn precisely. -
Section 047200
University of Houston Master Construction Specifications <%Insert Project Name%> SECTION 04 72 00 - CAST STONE MASONRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. The Contractor's attention is specifically directed, but not limited, to the following documents for additional requirements: 1. Uniform General Conditions for Construction Contracts, State of Texas, 20010 (UGC). 2. The University of Houston’s Supplemental General Conditions and Special Conditions for Construction. 1.2 SUMMARY A. Section Includes: 1. Cast stone trim including the following: a. Window sills. b. Lintels. c. Surrounds. d. Coping. e. Wall caps. f. Belt courses. g. Water tables. h. Quoins. i. Pilasters. j. Column covers. k. Medallions. 2. Cast stone steps. 3. Cast stone bollards. 4. Cast stone benches. 5. Cast stone curbing. B. Related Sections: 1. Section 03 45 00 "Precast Architectural Concrete." 2. Section 04 20 00 "Unit Masonry" for installing cast stone units in unit masonry. AE Project #: <%Project Number%> Cast Stone Masonry 04 72 00 - 1 Revision Date: 01/29/2018 University of Houston Master Construction Specifications <%Insert Project Name%> 1.3 ACTION SUBMITTALS A. Product Data: For each type of product indicated. 1. For cast stone units, include construction details, material descriptions, dimensions of individual components and profiles, and finishes. B. LEED Submittals (Projects authorized for LEED certification only): 1. Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regional materials indicating location and distance from Project of material manufacturer and point of extraction, harvest, or recovery for each raw material. -
Dimensions and Units English Units of Measurement Units of Weight
English units of measurement Today: A system of weights and measures used in a few nations, the only major industrial one Chapter 6 continued: being the United States. It actually consists of Dimensions and Units two related systems—the U.S. Customary System of units, used in the United States and dependencies, and the British Imperial System. Units of Weight The pound (lb) is the basic unit of weight (which is proportional to mass) (how?). Within the English units of measurement there are three different systems of weights. In the avoirdupois system, the most widely used of Question: the three, the pound is divided into 16 ounces (oz) and the ounce into 16 drams. The ton, used Is there a problem? to measure large masses, is equal to 2,000 lb (short ton) or 2,240 lb (long ton). In Great Britain the stone, equal to 14 lb, is also used. “weight is proportional to mass.” Answer: You need to be aware of Force = Mass* Acceleration the law governing that proportionality: Newton’s Law Acceleration is NOT a constant, mass is. Force = Mass* Acceleration Even on earth, g = 9.81 m/s2 is NOT constant, but varies with latitude and Question: elevation. Is there a problem? “weight is proportional to mass.” “weight is proportional to mass.” 1 Another problem arises from the A mass is NEVER a “weight”. common intermingling of the terms “mass” and “weight”, as in: Force = Mass* Acceleration “How much does a pound of mass weigh?” Or: “If you don’t know whether it’s pound- “Weight” = Force mass or pound-weight, simply say pounds.” “Weight” = Force Forces in SI Units …because on earth all masses are 2 exposed to gravity.