Residential Masonry a Best Practices Guide
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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. -
City Maintained Street Inventory
City Maintained Streets Inventory DATE APPROX. AVG. STREET NAME ACCEPTED BEGINNING AT ENDING AT LENGTH WIDTH ACADEMYText0: ST Text6: HENDERSONVLText8: RD BROOKSHIREText10: ST T0.13 Tex20 ACADEMYText0: ST EXT Text6: FERNText8: ST MARIETTAText10: ST T0.06 Tex17 ACTONText0: WOODS RD Text6:9/1/1994 ACTONText8: CIRCLE DEADText10: END T0.24 Tex19 ADAMSText0: HILL RD Text6: BINGHAMText8: RD LOUISANAText10: AVE T0.17 Tex18 ADAMSText0: ST Text6: BARTLETText8: ST CHOCTAWText10: ST T0.16 Tex27 ADAMSWOODText0: RD Text6: CARIBOUText8: RD ENDText10: OF PAVEMENT T0.16 Tex26 AIKENText0: ALLEY Text6: TACOMAText8: CIR WESTOVERText10: ALLEY T0.05 Tex12 ALABAMAText0: AVE Text6: HANOVERText8: ST SWANNANOAText10: AVE T0.33 Tex24 ALBEMARLEText0: PL Text6: BAIRDText8: ST ENDText10: MAINT T0.09 Tex18 ALBEMARLEText0: RD Text6: BAIRDText8: ST ORCHARDText10: RD T0.2 Tex20 ALCLAREText0: CT Text6: ENDText8: C&G ENDText10: PVMT T0.06 Tex22 ALCLAREText0: DR Text6: CHANGEText8: IN WIDTH ENDText10: C&G T0.17 Tex18 ALCLAREText0: DR Text6: SAREVAText8: AVE CHANGEText10: IN WIDTH T0.18 Tex26 ALEXANDERText0: DR Text6: ARDIMONText8: PK WINDSWEPTText10: DR T0.37 Tex24 ALEXANDERText0: DR Text6: MARTINText8: LUTHER KING WEAVERText10: ST T0.02 Tex33 ALEXANDERText0: DR Text6: CURVEText8: ST ARDMIONText10: PK T0.42 Tex24 ALLENText0: AVE 0Text6:/18/1988 U.S.Text8: 25 ENDText10: PAV'T T0.23 Tex19 ALLENText0: ST Text6: STATEText8: ST HAYWOODText10: RD T0.19 Tex23 ALLESARNText0: RD Text6: ELKWOODText8: AVE ENDText10: PVMT T0.11 Tex22 ALLIANCEText0: CT 4Text6:/14/2009 RIDGEFIELDText8: -
Pavements and Surface Materials
N O N P O I N T E D U C A T I O N F O R M U N I C I P A L O F F I C I A L S TECHNICAL PAPER NUMBER 8 Pavements and Surface Materials By Jim Gibbons, UConn Extension Land Use Educator, 1999 Introduction Traffic Class Type of Road Pavements are composite materials that bear the weight of 1 Parking Lots, Driveways, Rural pedestrian and vehicular loads. Pavement thickness, width and Roads type should vary based on the intended function of the paved area. 2 Residential Streets 3 Collector Roads Pavement Thickness 4 Arterial roads 5 Freeways, Expressways, Interstates Pavement thickness is determined by four factors: environment, traffic, base characteristics and the pavement material used. Based on the above classes, pavement thickness ranges from 3" for a Class 1 parking lot, to 10" or more for Class 5 freeways. Environmental factors such as moisture and temperature significantly affect pavement. For example, as soil moisture Sub grade strength has the greatest effect in determining increases the load bearing capacity of the soil decreases and the pavement thickness. As a general rule, weaker sub grades require soil can heave and swell. Temperature also effects the load thicker asphalt layers to adequately bear different loads associated bearing capacity of pavements. When the moisture in pavement with different uses. The bearing capacity and permeability of the freezes and thaws, it creates stress leading to pavement heaving. sub grade influences total pavement thickness. There are actually The detrimental effects of moisture can be reduced or eliminated two or three separate layers or courses below the paved wearing by: keeping it from entering the pavement base, removing it before surface including: the sub grade, sub base and base. -
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. -
Brick Streets Plan
BRICK STREETS PLAN City of Rock Island Community & Economic Development Department Planning & Redevelopment Division Rock Island Preservation Commission Adopted 1988 by Rock Island City Council Amended: January 23, 2012 August 22, 2011 March 28, 2005 April 10, 2000 May 12, 1997 September 14, 1992 Rock Solid. Rock Island. 1899 - The first brick pavement was laid in the Tri-Cities on the corner of Twentieth Street and Second Avenue, Rock Island. The first brick was placed by Mayor William McConochie. Civil Engineer for the project was H.G. Paddock. -- From Historical Souvenir of Moline and Vicinity, 1909 TABLE of CONTENTS Executive Summary ..................................................................................... 3 Prioritization List ........................................................................................... 5 Map of Brick Streets ..................................................................................... 6 Methodology ................................................................................................ 9 History of Brick Street Construction in Rock Island ...................................... 10 Condition of Brick Streets ............................................................................. 13 Utilities and Brick Streets ............................................................................. 17 Street Standards .......................................................................................... 18 Owner-Occupancy Along Brick Streets ....................................................... -
Access Management Manual, September 5, 2019 TABLE of CONTENTS
AccessAccess ManagementManagement ManualManual T E X A S Prepared by the City of Irving Public Works/Traffic and Transportation Department Adopted September 5, 2019 Access Management Manual, September 5, 2019 TABLE OF CONTENTS Section 1 Introduction Page 1.0 Purpose 1 1.1 Scope 1 1.2 Definitions 3 1.3 Authority 10 Section 2 Principles of Access Management 2.1 Relationship between Access and Mobility 11 2.2 Integration of Land Use and Transportation 11 2.3 Relationship between Access and Roadway Efficiency 12 2.4 Relationship between Access and Traffic Safety 12 Section 3 Access Management Programs and Policies 3.1 Identifying Functional Hierarchy of Roadways 14 3.1.1 Sub-Classifications of Roadways 14 3.1.1.1 Revising the “Master Thoroughfare Plan” 15 3.1.2 Comprehensive Plan 15 3.1.3 Discretionary Treatment by the Director 15 3.2 Land Use 15 3.3 Unified Access Planning Policy 16 3.4 Granting Access 16 3.4.1 General Mutual Access 17 3.4.2 Expiration of Access Permission 17 3.4.3 “Grandfathered” Access and Non-Conforming Access 17 3.4.4 Illegal Access 19 3.4.4.1 Stealth Connection 19 3.4.5 Temporary Access 19 3.4.6 Emergency Access 19 3.4.7 Abandoned Access 20 3.4.8 Field Access 20 3.4.9 Provision for Special Case Access 20 3.4.10 Appeals, Variances and Administrative Remedies 20 3.5 Parking and Access Policy 20 3.6 Access vs Accessibility 21 3.7 Precedence of Access Rights Policy 21 3.8 Right to Access A Specific Roadway 22 3.9 Traffic Impact Analyses (TIA’s) 22 3.9.1 Level of Service (LOS) 22 3.9.2 Traffic Impact Analysis (TIA) Requirements -
Town Standards Index (Select to View) • Collector Street Cross Section
Town Standards Index (select to view) • Collector Street Cross Section - Standard #3.00 • Collector Street Cross Section w/ Bike Lanes - Standard #3.01 • Local Street Cross Section - Standard #3.02 • Local Street Cross Section (No Curb) - Standard #3.03 • Industrial Street Cross Section - Standard #3.04 • 4-Lane Divided Street Cross Section - Standard #3.05 • Alley Cross Section - Standard #3.06 • Greenway Asphalt Path Cross Section - Standard #3.07 • Utility Trench Pavement Repair - Standard #3.08 • Typical Pavement Repair - Standard #3.09 • Standard Driveway Turnout - Standard #3.12 • Standard Curb & Gutter - Standard #3.13 • Median Curb - Standard #3.14 • Rolled Curb - Standard #3.15 • Residential Cul-de-sac - Standard #3.16 • Barricade for Dead End Streets - Standard #3.17 • Standard Concrete Drop Inlet - Standard #4.10 • Standard Brick Drop Inlet - Standard #4.11 • Standard Drop Inlet Grates - Standard #4.12 • Standard Concrete Catch Basin - Standard #4.13A • Standard Concrete Catch Basin - Standard #4.13B • Standard Brick Catch Basin - Standard #4.14A • Standard Brick Catch Basin - Standard #4.14B • HDPE Pipe - Standard #4.16 • Trench Installation for HDPE - Standard #4.16A • Polypropylene Pipe - Standard #4.17 • Trench Installation for Polypropylene - Standard #4.17A • Dissimilar Pipe Connections to RCP - Standard #4.18 • Curb Ramps - Standard #5.00 • Curb Ramps - New Development - Standard #5.01 • Curb Ramps - New Development - Standard #5.02 • Curb Ramps - New Development - Standard #5.03 • Curb Ramps - Retrofit - Standard #5.04 -
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. -
Wall Tiling Installation Guide
Wall Tiling Installation Guide February 2017 1 Important Notes 3 Internal Wall Substrates 4-5 Planning 6 General Information 7-8 Installing: Glass tiles. 9-11 Glass tiles with Painted backs & Protective Layers. Installing: Installing Glass Mosaics. 12-15 Installing Glass & Slate Mosaics. Installing Crackle Glaze tiles. 16-17 Installing Glazed Ceramic & Porcelain tiles. 18-19 Installing Mother of Pearl. 20-21 Installing Floor tiles on a wall. 21 Product Notes. 22 Glossary. 22 Substrate Preparation Guide. 23 Tile Essentials Product Selector – Glazed Wall Tiles. 24-26 Tile Essentials Product Selector – Stone / Slate / Mother of Pearl. 27-28 Tile Essential Product Selector – Glass Wall Tiles. 29-30 Tile Essential Product Selector – Floor Tiles. 30 Sealants and Finishes. 31 2 Important Notes The purpose of this booklet is to outline the basic principles of installing Fired Earth wall tiles. This is intended as a guide, we would always recommend you refer to British Standard BS 5385 Wall and Floor Tiling for more detailed technical information. Prior to installation please ensure the tiles purchased are suitable for the application and thoroughly inspected. Ensure your tiler is aware of the expected finish of the tiles and there are sufficient tiles for the area. The tiles must be well shuffled by drawing tiles from all the boxes. Dry lay an area in suitable light as a final check before installation. For further information or if any doubt exists, please telephone our Technical Department for advice prior to commencing any tiling. Fired Earth have tested our range of adhesives, grout and sealants to ensure compatibility with all of our tiles (see our Product Selector on pages 25 to 31). -
The Art of Stone Masonry in the Rockbridge County Area (1700 to Present)
The Art of Stone Masonry In the Rockbridge County Area (1700 to present) Steven Connett Archaeology 377 5/25/83 Dr. McDaniel The art of stone masonry in the Shenandoah valley seems to be somewhat of a mystery prior to the nineteenth century. However, as some of us have learned from the anthropology 101 course: The absence of artifacts (documents in this case) is just as important as the presence of artifacts. In order to make sure that the lack of information was not due to my possible incompetence in research, I spoke with a current day stone masoner named Alvis Reynolds. Mr. Reynolds relayed t o me that when he was trying to learn the skills of stone masonry he, too, had great difficulty in obtaining information and thus decided to teach himself this art through the process of trial and error. Although this information did not directly aid me in my research, Mr. Reynolds did provide me with a bit of information that allowed me to derive a hypothesis on why there is this unusual lack of information in this line of study. I will state my hypothesis in this paper, however, I will not be able to prove it or disprove it due to the deficiency in available information. Mr. Reynolds explained to me that in the eighteenth century there were nomadic stone masoners. These nomadic workers went from valley to valley in search of people who needed help with building their houses. Since these people did not know how to cut stone themselves (after all, stone cutting is not the type of thing that is innate to most people) they had no choice but to p~y these men for their services or go unsheltered. -
Field Stone Quarrying
Field Stone Quarrying The depression in front of you contains the remains of a field stone quarrying site. The early settlers of this area typically used existing field stones to build rock walls, dry laid foundations for buildings, and small mill dams. When the rocks were too large to move, or for their intended use, they were split using hand tools. The usual splitting process used a series of wedges along the intended crack direction. The wedges were typically fashioned of steel by a blacksmith who then hardened them through quenching and tempering. Steel was expensive at the time but the typical wrought iron that a blacksmith used was much too soft to serve as a rock splitting wedge. The wedges were of two types, those to be used in rectangular holes and those for round holes. Rectangular holes were made in the rock using a cape chisel and cylindrical holes made with a plug or a star drill. The cape chisel was pounded with a hammer to create a rectangular hole. The plug drill (2 cutting edges) or star drill (4 cutting edges) were rotated slightly between each hammer blow to break up a new surface at the bottom of the hole. During the process, the drill was pulled out and the hole was cleared of rock Top to bottom: Cape chisel, plug drill, star drill. dust, typically by blowing through a small tube inserted in the hole. In the case of the round hole, the wedge was inserted between two semi-cylindrical tapered inverted wedges (“feathers”) in a hole drilled by hand in the rock. -
TIPS for MIXING MORTAR for MASONRY Masonry Cement Is Basically Normal Portland Cement with Ingredients to Provide the Plasticity Required for Masonry Work
TIPS FOR MIXING MORTAR FOR MASONRY Masonry Cement is basically normal Portland cement with ingredients to provide the plasticity required for masonry work. Masonry cements are pre-packaged as either Type N Masonry Cement or Type S Masonry Cement. Type N Masonry mortar is recommended for general use in non-load bearing walls as well as in exterior veneer walls not requiring high strength. Type S Masonry mortar is recommended for use in all masonry be- low grade as well as in exterior load bearing walls requiring high strength. Type N Masonry Cement or Type S Masonry Cement can also be used in parging and stucco work. DO NOT use masonry cements for concrete jobs. Masonry cements are mixed with sand in the following proportions (by volume).: 1 part Type N or Type S Masonry Cement 3 parts damp, loose brick sand Mix the cement and sand. Add water until the mortar is of suit- able “buttery” consistency. One bag of masonry cement is required to lay 35-40 blocks or 135 bricks. Caution: Freshly mixed cement, mortar, concrete, or grout may cause skin injury. Avoid contact with skin whenever possible and wash ex- posed skin areas promptly with water. If any cement or cement mix- tures get into the eyes, rinse immediately and repeatedly with water and get prompt medical attention. Keep children away from cement powder and all freshly mixed cement products. This publication is intended for general information purposes only. St. Marys Cement Inc. disclaim any and all responsibility and liability for the application of the informa- tion contained in this publication to the full extent permitted by law.