Repointing Brick and Stone Walls Guidelines for Best Practice Summary
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Section 044200 - Exterior Stone Cladding
METRO MASONRY ANNUAL CONTRACT 2018- 2023 SECTION 044200 - EXTERIOR STONE CLADDING 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. 1.2 SUMMARY A. Section includes all possible situations that may be encountered at Metro Properties and the several solutions for maintenance of stone masonry restoration and cleaning. The Metro Project Coordinator will direct the Contractor as to portions of the specification for each project. The Project may require the following: 1. Dimension stone panels set with individual anchors. 2. Dimension stone panels mechanically anchored on steel trusses. 3. Dimension stone panels mechanically anchored on steel strongback frames. 4. Dimension stone panels mechanically anchored on steel stud frames. 5. Dimension stone panels mechanically anchored (field installed) on a metal-grid system. 6. Dimension stone panels set in architectural precast concrete. 7. Dimension stone trim units, including bands; copings; sills; jambs; and soffits. 8. Dimension stone with carving or inscriptions. B. Related Requirements: 1. Division 03 Section "Precast Architectural Concrete" for setting dimension stone panels in architectural precast concrete units. 2. Division 04 Section "Unit Masonry" for installing inserts in unit masonry for anchoring dimension stone cladding and for stone trim in unit masonry walls. 3. Division 05 Section "Cold-Formed Metal Framing" for steel stud frames supporting dimension stone cladding. 4. Division 07 Section "Joint Sealants" for sealing joints in dimension stone cladding system with elastomeric sealants. 1.3 DEFINITIONS A. Definitions contained in ASTM C 119 apply to this Section. -
Walls and Foundations of Historic Buildings
District of Columbia Historic Preservation Guidelines WALLS AND FOUNDATIONS OF HISTORIC BUILDINGS Government of the District of Columbia Office of Planning Historic Preservation Office 1100 4th Street, SW Suite 650 Washington, DC 20024 202-442-8800 Designs of Walls and Foundations Walls and above ground foundations are among the most important character-defining elements of historic buildings. The design of walls and foundations is influenced by the types of materials used, the location, proportions and scale of openings for doors and windows, massing and rhythm of features such as bays and porches, and details and ornamentation. The exterior walls of most free-standing buildings are also structural, that is they carry the weight of the floors and roof to the foundation. Conversely, the front and rear walls of rowhouses and other party-wall buildings are usually not load bearing; rather the side walls carry the weight of floors and roofs to foundations. Altering, repairing or replacing primary character-defining walls and foundations -those facing major public streets or sidewalks- must be carefully considered so as not to detract from a building's character. Changes to secondary non-character-defining walls and foundations (typically on the sides and rear of buildings) should also be carefully considered. Greater flexibility in selecting methods of construction and materials is possible for changes to non-character-defining than for character-defining walls and foundations. Above ground foundation walls are often visually distinguished from the main wall by a change of plane. For example, brick and stone foundation walls are often visually separated from the wall above by a belt course of molded brick or shaped stone. -
Brick Masonry Brick
Brick Masonry Brick • Brick is a basic building unit which is in the form of rectangular block in which length to breadth ratio is 2 but height can be different. • Normal size (nominal size) • 9''×4½" ×3" • Architectural size (Working size) • 81⅟16" x 4⁵⁄₁₆" x 21⅟16" • Brick Masonary The art of laying bricks in mortor in a proper systematic manner gives homogeneous mass which can withstand forces without disintigration, called brick masonary. Terminology: The surfaces of a brick have names: Top and bottom surfaces are beds. Ends are headers and header faces. Sides are stretchers or stretcher faces. Bricks are the subject of British Standard BS 3921. Brick Sizes A standard metric brick has coordinating dimensions of 225 x 112.5 x 75 mm (9''×4½" ×3“) called nominal size and working dimensions (actual dimensions) of 215 x 102.5 x 65 mm (8.5“ * 4 *2.5) called architectural size Brick Sizes Brick Sizes The coordinating dimensions are a measure of the physical space taken up by a brick together with the mortar required on one bed , one header face and one stretcher face. The working dimensions are the sizes to which manufacturers will try to make the bricks. Methods of manufacture for many units and components are such that the final piece is not quite the size expected but it can fall within the defined limits. This can be due to the things like shrinkage, distortion when drying out, firing etc. The difference between the working and coordinating dimensions of a brick is 10mm (0.5“)and this difference is taken up with the layer of mortar into which the bricks are pressed when laying. -
CPCCST3003A Split Stone Manually
CPCCST3003A Split stone manually Release: 1 CPCCST3003A Split stone manually Date this document was generated: 26 May 2012 CPCCST3003A Split stone manually Modification History Not Applicable Unit Descriptor Unit descriptor This unit specifies the outcomes required to split stone using a range of methods for both hard and soft stone. Application of the Unit Application of the unit This unit of competency supports the achievement of skills and knowledge to split stone manually, which may include working with others and as a member of a team. Licensing/Regulatory Information Not Applicable Pre-Requisites Prerequisite units CPCCOHS2001A Apply OHS requirements, policies and procedures in the construction industry Approved Page 2 of 11 © Commonwealth of Australia, 2012 Construction & Property Services Industry Skills Council CPCCST3003A Split stone manually Date this document was generated: 26 May 2012 Employability Skills Information Employability skills This unit contains employability skills. Elements and Performance Criteria Pre-Content Elements describe the Performance criteria describe the performance needed to essential outcomes of a demonstrate achievement of the element. Where bold unit of competency. italicised text is used, further information is detailed in the required skills and knowledge section and the range statement. Assessment of performance is to be consistent with the evidence guide. Approved Page 3 of 11 © Commonwealth of Australia, 2012 Construction & Property Services Industry Skills Council CPCCST3003A Split stone manually Date this document was generated: 26 May 2012 Elements and Performance Criteria ELEMENT PERFORMANCE CRITERIA 1. Plan and prepare. 1.1. Work instructions and operational details are obtained using relevant information, confirmed and applied for planning and preparation purposes. -
Installation Details for Kerb & Edgings
INSTALLATION DETAILS FOR KERB & EDGINGS Health and Safety Information Safe working practices should be employed at all times during the construction process and all necessary Personal Protective Equipment (PPE) should be worn. Drainage All paved surfaces require drainage. Where kerbs or edging are laid, this will restrict natural water flow off the paved area, so provision needs to be made to dispose of this water. This can be in the form of using cross fall and longitudinal fall to run water into areas of soft landscaping (i.e. a flowerbed or grassed area). However, where this is not possible, some form of drainage channel will need to be utilised. If laying kerbs or edgings next to a building, then care should be taken that the laid products are at least 150mm below the damp proof course level. Excavation To allow new kerb or edging to be installed correctly a certain amount of excavation will normally be required. The depth of this excavation will depend on several factors; the height of the kerb or edging selected, which way up it will be laid, and what upstand is intended. (i.e. the difference in height between the top of the kerb or edging and the paved surface in front of it). All organic materials such as grass should be removed from the excavation as this will rot and could cause possible settlement of the kerbs or edging and paving at a later stage. When the desired level has been reached the bottom of the excavation should be compacted to give an even surface. -
Different Types of Building Limes
Different types of building limes Natural hydraulic limes are made from limestone that contains impurities such as clay or silicates. Unlike lime putty which is non-hydraulic lime, NHLs can set in damp conditions, indeed they require water for a minimum period of around 72 hours to gain maximum strength. They also have some free lime available for carbonation. There are three European classifications NHL 2, NHL3.5 and NHL5 based on the compressive strength of laboratory mortars after 28 days. These are often somewhat misleadingly termed feebly hydraulic, moderately hydraulic and eminently hydraulic. We generally recommend the use of NHLs where the need for breathability and lower strength is outweighed by the desire for an earlier and harder set such as working on bedding hard masonry, wall copings, chimneys and slate floors. In some circumstances hydraulic lime mortars can be used for rendering or plastering. The strength of a hydraulic lime mortar (HLM) varies depending on the manufacturer of the hydraulic lime as some NHL will be high in the band or low. HLM will also vary depending on the ratio of lime binder to aggregate and the type of aggregate or sand used. Natural Hydraulic Lime (NHL) NHL or Natural Hydraulic Lime, comes from limestone that has natural impurities of clay and other minerals, the amount of impurities within it determines how hard it will set. NHL works by setting in the presence of water, hence the term Hydraulic: Natural hydraulic lime powders come in 3 European grades: GRADE STRENGTH(MPa) EXAMPLES OF USE NHL2 >2 to <7 Pointing internally or with soft masonry, plastering NHL3.5 >3.5 to <10 Bedding, pointing NHL5 >5 to <15 Flooring, below DPC or chimney flaunchings NHL's can be used when speed is essential as it sets much quicker than a Lime Putty based mortar. -
614.252.0955 Or 800.845.7644 Visit Our Website at Oberfields.Com PAVER S • R E TAINING WALLS • PATIO STONES • ACCESSORIES
614.252.0955 or 800.845.7644 Visit our website at oberfields.com PAVER S • R E TAINING WALLS • PATIO STONES • ACCESSORIES CORPORATE OFFICE Oberfield’s is Ohio’s premier manufacturer and marketer SALES 528 London Road P.O. Box 362 of high-quality concrete masonry, landscape, sitescape and Delaware, OH 43015 614.252.0955 740.369.7644 building material products. We invite you to visit one of our 800.845.7644 Fax 740.363.7644 five showrooms or many distributors throughout the region. SALES & MANUFACTURING 1165 Alum Creek Drive Columbus, OH 43209 614.252.0955 Simply call us for a convenient location near you. Fax 614.252.5858 SALES 450 W. Fair Avenue Lancaster, OH 43130 740.653.3074 Fax 740.653.7285 SALES 1190 S. Prospect Street Marion, OH 43302 740.382.8888 Fax 740.382.3110 SALES & MANUFACTURING 980 Shawnee Road Lima, OH 45805 419.225.6761 Fax 419.225.6121 O©2009 bOberfield’s,er Inc. field’s RESIDENTIAL Walkways/Patios................................................ 2 Driveways ........................................................ 3 Steps & Stairways ............................................ 4 Fire Pits & Grills .............................................. 5 Water Features ................................................. 6 Columns & Borders ......................................... 7 Monroe Pavers ................................................. 8-9 Washington Pavers ........................................... 10-11 Washington Circle Pavers ................................. 12-13 Lincoln Pavers ................................................. -
A Masonry Wall and Slide Repair Using Soil Nails and Rock Dowels Drew Gelfenbein, Christopher Benda, PE and Peter Ingraham, PE 1.0 Background
A Masonry Wall and Slide Repair Using Soil Nails and Rock Dowels Drew Gelfenbein, Christopher Benda, PE and Peter Ingraham, PE 1.0 Background In the middle of August 2003, Vermont experienced several days of very heavy rains which precipitated a slide failure on Vermont Route 73 in Forest Dale at approximately mile marker 6.36. A blocked culvert on the south side of VT 73 caused an overflow of water across the road surface and over an asphalt and wood curb down an embankment. This resulted in a significant amount of erosion, undermining of the road surface (Figure 1) and a washout of a timber cribbing retaining structure Figure 1: Undermining of north side of VT 73 located on the top of a mortared masonry wall (Figure 2). in Forest Dale. In the project area, VT 73 is constructed on a retained embankment in steep terrain formed in sub-vertically dipping schistose meta-greywacke. The embankment along a valley sidewall was originally built by constructing masonry retaining structures to span between a series of rock knobs. Soils mantling the rock in the valley consist of dense glacial till. The natural terrain was incised by the Neshobe River, which occupies the valley floor approximately 80 feet below and 100 feet north of the project retaining walls. After site visits by Vermont Agency of Transportation (VTrans) staff, it was decided that the laid up masonry wall immediately west of the slide area was also in desperate need of repair. The laid up masonry wall (Figure 3) was observed to have broken and missing blocks. -
Concrete Repair Mortars Pocket Guide © 2020 the Euclid 4 Hour 3,000 (21) 2,000 (14) Chemical Company
The Euclid Chemical Company The Euclid Chemical Company VERTICAL & OVERHEAD VERTICAL & OVERHEAD SURFACES For more than a century, The Euclid SURFACES Chemical Company has served as a TROWELABLE & leading supplier to the concrete and PLACEMENT CATEGORY FORM AND POUR/PUMP CEMENTITIOUS TROWELABLE SPRAYABLE UNDERWATER FORM AND POUR/PUMP Verticoat Supreme SPRAYABLE masonry industry offering a full line EucoRepair SCC Microsilica and latex modified, non-sag of engineered concrete admixture Self-consolidating structural repair mortar repair mortar for trowel applied vertical and construction products marketed CONCRETE EucoRepair SCC Tamms Verticoat Speed Crete Tamms Speed Crete and overhead repairs requiring high Eucocrete EucoRepair V100 Eucopatch Tammscrete Verticoat Speed Crete PM Eucoshot under the EUCO brand name. These that is shrinkage compensated and PRODUCT NAME EucoRepair SCC Fast Form and Pour Supreme Red Line Structural Mortar Blue Line REPAIR contains polymer, microfiber, and corrosion performance. products include concrete admixtures, block and masonry additives, curing inhibitor. Can be placed from 1 inch (25 Verticoat and sealing compounds, epoxy MORTARS mm) to full depth without aggregate Two part latex modified mortar that sets Self-Consolidating, Fiber adhesives, floor and wall coatings, extension. Also available in a faster setting rapidly for quick and easy repair of vertical High Strength, Smaller Aggregate, Low Shrinkage, Versatile, Color Polymer Modified, Corrosion Inhibitor, Fast Setting, Can be Underwater PRODUCT Fiber Reinforced, Low Two Part, Polymer Reinforced, structural grouts for columns, version, EucoRepair SCC Fast. Full Depth Repairs Enhanced Fiber Reinforced, Similar to Plain Smooth Consistency Polymer and Shaved to Desired Polymer Modified Silica Fume Modified Patching Material, or overhead concrete surfaces. -
Static and Seismic Retrofit of Masonry Arch Bridges Case Studies
Bridge Maintenance, Safety, Management, Resilience and Sustainability – Biondini & Frangopol (Eds) © 2012 Taylor & Francis Group, London, ISBN 978-0-415-62124-3 Static and seismic retrofit of masonry arch bridges: case studies G.Tecchio, F. da Porto, P. Zampieri, C. Modena Department of Structural and Transportation Engineering, University of Padova, Italy C. Bettio S.M. Ingegneria srl, Via longhin 6, Padova, Italy ABSTRACT: Thousands of road and railway masonry arch bridges are still in operation in the Italian trans- portation network: most of them need being improved in their carrying capacity and to be upgraded to the standards of the current seismic code. In this paper three case-studies of the static and seismic retrofit of his- torical masonry arch bridges are presented, outlining some methodological approaches to the renewal inter- vention according to the different typological characteristics of the bridges and their state of maintenance. The main phases of work, combining both traditional and innovative strengthening techniques, are described. In the S.Gallo Bridge the load bearing capacity of the existing structure has been preserved and increased through a thickening of the old arch with a new layer of brick masonry and the application of CFRP laminates. Many refurbishment techniques, derived from the historical heritage restoration field, have been used for the Rio Moline Bridge, where new longitudinal internal brick spandrel walls connected to the extrados of the vaults have been built to share some of the load and enhance the seismic resistance. In the case of the Gresal Bridge the seismic vulnerability has been reduced by creating a new structural arrangement through a new rc slab anchored to the piers with vertical ties and restrained at the abutments, collaborating with the existing structure in carrying horizontal loads. -
The Effect of Linseed Oil on the Properties of Lime-Based Restoration Mortars
Allma Mater Studiiorum – Uniiversiità dii Bollogna DOTTORATO DI RICERCA Science for Conservation Ciclo XXII Settore/i scientifico disciplinari di afferenza: CHIM/12 TITOLO TESI THE EFFECT OF LINSEED OIL ON THE PROPERTIES OF LIME-BASED RESTORATION MORTARS Presentata da: Eva Čechová Coordinatore Dottorato Relatore Prof. Rocco Mazzeo Prof. Ioanna Papayianni Esame finale anno 2009 Abstract THE EFFECT OF LINSEED OIL ON THE PROPERTIES OF LIME-BASED RESTORATION MORTARS The traditional lime mortar is composed of hydrated lime, sand and water. Besides these constituents it may also contain additives aiming to modify fresh mortar´s properties and/or to improve hardened mortar´s strength and durability. Already in the first civilizations various additives were used to enhance mortar´s quality, among the organic additives, linseed oil was one of the most common. From literature we know that it was used already in Roman period to reduce water permeability of a mortar, but the mechanism and the technology, e.g. effects of different dosages, are not clearly explained. There are only few works studying the effect of oil experimentally. Knowing the function of oil in historical mortars is important for designing a new compatible repair mortar. Moreover, linseed oil addition could increase the sometimes insufficient durability of lime-based mortars used for reparation and it could be a natural alternative to synthetic additives. In the present study, the effect of linseed oil on the properties of six various lime- based mortars has been studied. Mortars´ compositions have been selected with respect to composition of historical mortars, but also mortars used in a modern restoration practise have been tested. -
A2 – Dressed Quarry Stone Wall
Building techniques : A2 – Dressed Quarry Stone Wall Coutry: Lebanon PRÉSENTATION Geographical Influence Definition Dressed quarry stone wall - traditional masonry tools: chisel, picks and hammers. - 4, 5, 6 faces-sometimes 2 faces - naturally squared. - stone laying with or without wedging. - stones are laid straight, same size or not. - mortar laying Environment In the MEDA area, we find dressed quarry stone in all environments: urban, rural, in mountain, plain and sea side. Its presence is generally common. In Lebanon, dressed quarry stone (Moqassab) is often used everywhere: rural environment, urban, plain, mountain and sea side. Illustrations General view: Details close-up: This project is financed by the MEDA programme of the European Union. The opinions expressed in the present document do not necessarily reflect the position of the European Union or of its member States. 1/8 A2 Lebanon – Dressed quarry stone wall CONSTRUCTION PRINCIPLE Foundations Illustrations Finding a "firm base" or “good ground” is a preliminary for the builder. If rock shows on the surface, the wall is built directly above. If not, all countries dig a small trench (~ 50 cm deep), practically never deeper than 1m. the width can be equal to the thickness of the wall above-ground, but it can also be up to twice this thickness. Combination of 2 factors : width of the trench and type of filling materials: adjustments and adaptation to each spot and ground. The materials are always stony: the trench is filled with stones, generally linked with mortar. If the module is small, the trench is broader. Several countries reported construction over ruins used as foundation.