DOCSLIB.ORG

Design and Construction of Housing for Flood-Prone Rural Areas Of

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Design and Construction of Housing for Flood-Prone Rural Areas Of Handbook on Design and Construction of Housing for Flood-Prone Rural Areas of Bangladesh The Asian Disaster Preparedness Center (ADPC) is a regional resource center dedicated to disaster reduction for safer communities and sustainable development through disaster reduction in Asia and the Pacific. Established in 1986 in Bangkok, Thailand, ADPC is recognized as an important focal point for promoting disaster awareness and developing capacities to foster institutionalized disaster management and mitigation policies. The Bangladesh Disaster Preparedness Center (BDPC), established in 1996 in Dhaka, works towards the goal of integration of disaster management into development planning at the national level through research, training, documentation, awareness building, etc. CARE Bangladesh is a part of CARE International, one of the world’s largest private international humanitarian organizations, enabling families in poor communities to improve their lives and overcome poverty. Working in Bangladesh since 1949, CARE partners with communities, community based organizations, the Government and national NGOs to identify and confront root causes of the poverty. The Comprehensive Disaster Management Programme under the Bangladesh Ministry of Food and Disaster Management is an initiative to achieve a paradigm shift in disaster management from conventional response and relief to a more comprehensive risk reduction culture. It works in collaboration with the United Nations Development Programme (UNDP) and the U.K. Department for International Development (DFID), which are major sponsors. BRAC University, an institution of BRAC, which is one of the largest non-governmental organizations is the world, provides tertiary level education to support the national development process. It runs several courses and programmes related to development and disaster management. United States Agency for International Development (USAID) is an agency that provides economic, development and humanitarian assistance around the world in support of the foreign policy goals of the United States. USAID is currently supporting the implementation of ADPC's Asian Urban Disaster Mitigation Program. The Asian Urban Disaster Mitigation Program (AUDMP) of ADPC Bangkok is a ten-year (1995-2005) program designed to reduce the natural disaster vulnerability of urban populations, infrastructure, critical facilities and shelters in Asian citie s. AUDMP aims to demonstrate the importance of and strategic approaches to urban disaster mitigation as part of the urban development planning process. AUDMP projects are being implemented in 10 countries - Bangladesh, Cambodia, India, Indonesia, Lao PDR, Nepal, Philippines, Sri Lanka, Thailand and Vietnam. Handbook on Design and Construction of Housing for Flood-prone Rural Areas of Bangladesh January 2005 Published by Asian Disaster Preparedness Center in partnership with Bangladesh Disaster Preparedness Center CARE-Bangladesh Bangladesh Ministry of Food and Disaster Management/ Comprehensive Disaster Management Programme BRAC University with support from United States Agency for International Development Advisory Committee This handbook is published under the Asian Urban Disaster Dr. Suvit Yodmani, ADPC, Bangkok Mitigation Program (AUDMP) of ADPC Bangkok for Mr. Earl Kessler, ADPC, Bangkok sharing knowledge and experiences from the participating Mr. Aloysius J. Rego, ADPC, Bangkok countries in the project. It is made available by the Asian Prof. Jamilur Reza Choudhury, BRAC University, Dhaka Disaster Preparedness Center, Bangkok, Thailand, with minimal editing. The opinions expressed herein are those Review Committee of the author and do not necessarily reflect the views of Mr. Golam Kabir, USAID Bangladesh Asian Disaster Preparedness Center, Bangladesh Disaster Mr. Muhammad Saidur Rahman, BDPC Bangladesh Preparedness Center, Care-Bangladesh, Bangladesh Mr. Monzu Morshed, CARE Bangladesh Ministry of Food and Disaster Management/ Mr. NMSI Arambepola, ADPC Bangkok Comprehensive Disaster Management Programme, BRAC Mr. Rajesh Sharma, ADPC Bangkok University or the U.S. Agency for International Development. Publication of this handbook was made possible through support provided by the Office of Foreign Disaster Assistance, United States Agency for Author: Dr. K. Iftekhar Ahmed International Development, under the terms of Cooperative Agreement No. DFD-A-00-03-00077-00. Drawings by the author with support from Mr. Kh.Hasibul Kabir The contents of this handbook may be freely quoted with and Mr. Ekushey Ahmed for cover drawings. Photographs by the credit given to the implementing institutions, Asian author or as credited. Disaster Preparedness Center and to the Office of Foreign Disaster Assistance of the U.S. Agency for International Development. ISBN: 984-32-2163-X Printed by Nymphea, 67/D, Panthapath, Dhaka-1209, Bangladesh Copyright© ADPC 2005 PREFACE It is with great pleasure that ADPC presents the handbook on “Design and Construction of Housing for Flood-Prone Rural Areas of Bangladesh”. It is a well-known fact that Bangladesh is a highly flood-prone country. As the result of annual floods, significant number of houses in the countryside as well as in urban areas is being destroyed annually. In recent floods during year 2004 we have seen a total or partial destruction to significant number of rural houses making about 1 million people homeless. To a large extent, the patterns and causes of destruction seem to result from poor technical knowledge and wrong perceptions. There is no adequate support for housing projects for low-income, flood-vulnerable communities through development projects undertaken by NGOs and the government, and dwelling houses in rural areas and urban slums are mostly owner-built without proper technical guidance. ADPC under its Asian Urban Disaster Mitigation Program (AUDMP) has supported CARE Bangladesh in implementation of Bangladesh Urban Disaster Mitigation project (BUDMP) in six municipalities. One of the AUDMP findings of post- disaster losses of the housing stock in Bangladesh after 2004 floods is that most of these designs are prepared by people who are not trained as building professionals, so when implemented, many problems emerge. The usual tendency is to apply the same model irrespective of the context. In most cases, the cost is significantly prohibitive in terms of microcredit recovery from poor people and this high cost prevents providing subsidized housing to a large number of people who need them. There is thus a need for developing housing which is appropriate for flood-prone areas, where the suggested solutions can be made 'cost-effective' through rationalization of economy without compromising quality. While there have been successful initiatives towards improving the performance of new construction by incorporation of appropriate designs, cost-effective flood-resistant techniques and building materials in the building construction process in many countries, little has been done in Bangladesh to that effect. It is generally anticipated that house owners, local masons and small contractors will continue to play significant role in the building construction process for low-income groups, and any improvement in their skills in flood-resistant construction can significantly help to improve the quality standards of non-engineered buildings and hence considerable reduction in loss of human lives and properties during floods. The author Dr. K. Iftekhar Ahmed has presented number of improvements in the handbook, which can be easily adopted in the building construction and guidelines suggested by him through longstanding experience in low cost house design in Bangladesh are easy to follow. Therefore particular thanks are extended to him and his graphic designers Mr. Kh. Hasibul Kabir and Ekushey Ahmed for their contributions in developing this handbook. Thanks are due to my colleagues of the advisory committee Mr. Earl Kessler (ADPC), Mr. Aloysius J. Rego (ADPC) and Prof. Jamilur Reza Choudhury (BRAC University). Thanks also to the technical review committee members Mr. Golam Kabir (USAID, Bangladesh), Mr. Muhammad Saidur Rahman, Bangladesh Disaster Preparedness Center (BDPC), Mr. Monzu Morshed of CARE, Bangladesh and ADPC colleagues Mr. N.M.S.I. Arambepola and Mr. Rajesh Sharma. ADPC expects to disseminate the handbook among government and private sector institutions, international funding organizations, national and international non-governmental organizations (NGOs), private voluntary development organizations (PVDOs), community based organizations (CBOs), micro-financing institutions and other groups willing to support new housing projects, post-disaster reconstruction and rehabilitation projects or projects on housing strengthening/ retrofitting. We firmly believe that this joint effort of ADPC and its partners in CARE-Bangladesh and Bangladesh Disaster Preparedness Center (BDPC) in bringing out this Handbook on “Design and Construction of Housing for Flood-Prone Rural Areas of Bangladesh” will contribute to safer buildings in flood prone areas of Bangladesh. Dr. Suvit Yodmani Executive Director ADPC, Bangkok January 2005 Table of Contents Chapter 1 Chapter 4 INTRODUCTION EARTH CONSTRUCTION 1.1 RATIONALE FOR PRODUCING THIS HANDBOOK 4.1 LIMITATIONS 1.2 KEY FACILITATORS 4.2 REMEDIAL MEASURES 1.3 TARGET GROUPS 4.3 STABILIZED EARTH CONSTRUCTION METHODS 1.4 HOUSING TYPES 4.4 DESIGN ASPECTS 1.5 REASONS FOR DAMAGE TO HOUSING IN 4.5 ECONOMIC FEASIBILITY OF CEMENT- FLOODS STABILIZATION 1.6 EFFECTS
Load more

Recommended publications
  • BUILDING CONSTRUCTION NOTES.Pdf
    10/21/2014 BUILDING CONSTRUCTION RIO HONDO TRUCK ACADEMY Why do firefighters need to know about Building Construction???? We must understand Building Construction to help us understand the behavior of buildings under fire conditions. Having a fundamental knowledge of buildings is an essential component of the decisiondecision--makingmaking process in successful fireground operations. We have to realize that newer construction methods are not in harmony with fire suppression operations. According to NFPA 1001: Standard for FireFighter Professional Qualifications Firefighter 1 Level ––BasicBasic Construction of doors, windows, and walls and the operation of doors, windows, and locks ––IndicatorsIndicators of potential collapse or roof failure ––EffectsEffects of construction type and elapsed time under fire conditions on structural integrity 1 10/21/2014 NFPA 1001 Firefighter 2 Level ––DangerousDangerous building conditions created by fire and suppression activities ––IndicatorsIndicators of building collapse ––EffectsEffects of fire and suppression activities on wood, masonry, cast iron, steel, reinforced concrete, gypsum wallboard, glass and plaster on lath Money, Money, Money….. Everything comes down to MONEY, including building construction. As John Mittendorf says “ Although certain types of building construction are currently popular with architects, modern practices will be inevitably be replaced by newer, more efficient, more costcost--effectiveeffective methods ”” Considerations include: ––CostCost of Labor ––EquipmentEquipment
    [Show full text]
  • Gable Shed Building Guide by John Shank, Owner of Shedking, LLC 2016
    Shedking's Gable Shed Building Guide by John Shank, owner of shedking, LLC 2016 This shed building guide should be used in conjunction with the gable shed plans available at my website shedking.net . These sheds can be used to build storage sheds, chicken coops, playhouses, tiny houses, garden sheds and much more! I have tried to make this guide as simple as possible, and I have tried to make my building plans as comprehensive and easy as possible to follow and understand. If at any time anything presented in the plans or building guide is not clear to you please contact me at [email protected]. As I always advise, please get a building permit and have your plans inspected and gone over by your local building inspector. Many counties in the United States do not require a permit for structures under a certain square footage, but it is still very wise to get the advise of your local building department no matter what the size of the structure. Email: [email protected] 1 Copyright 2016shedking.net If after purchasing a set of my plans and you want to know if they are good for your county, I won't be able to answer that question! All my plans are written utilizing standard building practices, but I cannot write my plans so that they satisfy every local building code. Safety is and should be your number one concern when building any outdoor structure. Table of Contents Disclaimer....................................................................................................................3 Wooden Shed Floor Construction.....................................................................................4
    [Show full text]
  • Elevation Drawings EXTERIOR HOUSE FAÇADE Elevations
    Elevation drawings EXTERIOR HOUSE FAÇADE Elevations Elevation – Drawing of the exterior of a structure. Typically front, back an side views. Elevations Terms & Definitions Grade line – the spot where the soil surface strikes the building; the reference point for most elevations Cornice – the part of the roof that extends out from the wall, sometimes referred to as the eave Eave – the lower part of the roof that projects from the wall, sometimes referred to as the cornice ElevationsTerms & Definitions Roof ridge – the uppermost area of two intersecting roof planes Roof ridge – the uppermost area of two intersecting roof planes Rail – decorative barriers and supports typically used to enclose porches and decks Roof Plans Terms & Definitions •Flat roof – common in areas with little rain or snow •Shed roof – offers the same simplicity and economical construction methods as a flat roof but does not have the drainage problems associated with a flat roof Roof Plans Terms & Definitions •Gable roof – one of the most common roof types in residential construction; constructed with two sloping sides that meet to form a ridge •Gambrel roof – a traditional shape that dates back to the colonial period; the lower level is covered with a steep roof surface, which connects into the upper roof system with a slighter pitch Roof Plans Terms & Definitions •Mansard roof – similar to a gambrel roof with the angled lower roof on all four sides rather than just two •Dutch hip roof – a combination between a hip roof and a gable roof Exterior Elevations Two-dimensional, flat, orthographic representations of the building’s exterior Each elevation shows the final appearance of one side of the building Exterior Elevations Four exterior elevations are shown Elevations are drawn at the same scale as the floor plan Labeled as Front, Rear, Right, and Left Side Elevations Compass directions are often used to label elevations (North, South, East, West Elevations) Exterior Elevations Bungalow commonly, a one-story house with a low-pitched roof.
    [Show full text]
  • Mitek Guidefor ROOF Trussinstallation
    TIMBER ROOF TRUSSES MiTek GUIDE for ROOF TRUSS Installation The Timber Roof Trusses you are about to install have been manufactured to engineering standards. To ensure that the trusses perform, it is essential that they be handled, erected and braced correctly. 2019 - Issue 1 mitek.com.au TABLE OF CONTENTS Fixing & Bracing Guidelines For Timber Roof Trusses General .....................................................................................................................................................................................3 Design ......................................................................................................................................................................................3 Transport..................................................................................................................................................................................3 Job Storage ..............................................................................................................................................................................3 Roof Layout .............................................................................................................................................................................4 Erection and Fixing ...................................................................................................................................................................4 Girder and Dutch Hip Girder Trusses .......................................................................................................................................7
    [Show full text]
  • 4.9 Roof Design Guidelines
    4.9 Roof Design Guidelines 4.9.1 INTRODUCTION shingles and shakes as well as the detailing of the shingle roof differed according to regional practices. Commonly in urban areas, wooden roofs were replaced with more fire resistant materials, but in rural areas this was not a major concern. On many Victorian A weather-tight roof is basic in the country houses, the practice of wood preservation of a structure, regardless of its shingling survived the technological age, size, or design. In the system that allows a advances of metal roofing in the 19th building to work as a shelter, the roof sheds century, and near the turn of the century the rain, shades from the harsh sun, and enjoyed a full revival in its namesake, the buffers the weather. Shingle Style. The Bungalow styles in the 20th century assured wood shingles a During some periods in the history of place as one of the most fashionable, architecture, the roof imparts much of the domestic roofing materials. architectural character. It defines the style and contributes to the building's aesthetics. The hipped roofs of Georgian architecture, the turrets of Queen Anne and the graceful slopes of the Bungalow designs are examples of the use of roofing as a major design feature. But no matter how decorative the patterning or how compelling the form, the roof is a highly vulnerable element of a shelter that will inevitably fail. A poor or unmaintained roof will permit the accelerated deterioration of WOOD SHINGLES historic interior building materials - masonry, wood, plaster, paint - and will cause general Metal roofing in America is principally a disintegration of the basic structure.
    [Show full text]
  • Dutch Gable Carport Recommended Instruction Manual
    DUTCH GABLE CARPORT RECOMMENDED INSTRUCTION MANUAL This document remains the property of FBHS (Aust) Pty Ltd September 2015 Table of Contents Introduction 2 Components 3 Step 1a – Marking out the Perimeter of the Carport with Footing only 4 Step 2a – Footing Set-Out for Concrete Block Pad Footing 5 Step 1b – Marking out the Perimeter of the Carport with Slab 6 Step 2b – Footing Set-Out for Concrete Slab 7 Step 3 – Preparation of Carport Posts 8 Step 4a – Post Sleeve on Base Plate Set-out on Footing only 9 Step 4b – Post Sleeve on Base Plate Set-out on Slab 10 Step 5 - Fitting of Intermediate Rafters with Apex Bracket 11 Step 6 - Fitting of End Rafters with Apex Bracket and Cross Beam Assembly 12 Step 7 - Fitting of Columns with Haunch Bracket 14 Step 8 - Fitting of Sidewall Eave Purlin (SW) to Post 15 Step 9 – Fixing of Cover Flashing to Sidewall Eave Purlin (SEP) 16 Step 10 - Gutter 16 Step 11 - Sidewall Frame Assembly 18 Step 12 - Other Sidewall Frame Assembly 18 Step 13- Standing First Sidewall Frame Assembly 18 Step 14 - Standing Second Sidewall Frame Assembly 19 Step 15- Fixing of Endwall Eave Purlin(EEP) to Sidewall Eave Purlin (SEP) on the Rear Endwall 19 Step 16- Installation of Rear Endwall Rafter 20 Step 17- Fixing of Dutch Cross Beam 21 Step 18 - Fixing of Rafter Frame Bracket to Cross Beam End Bracket 21 Step 19 - Fixing of Internal Hip Bracket 22 Step 20 - Fixing of Dutch Hip Rafter 23 Step 21- Fixing of Dutch Hip Rafter to the opposite corner 25 Step 22 - Fixing of Crown Rafter 26 Step 23 - Installation of Intermediate Rafters
    [Show full text]
  • Dutch Gable Freestanding Carport
    DUTCH GABLE FREESTANDING CARPORT STRATCO OUTBACK® ASSEMBLY INSTRUCTIONS. Your complete guide to building a FREESTANDING Outback DUTCH GABLE CARPORT BEFORE YOU START Carefully read these instructions. If you do not have all the necessary tools or information, contact Stratco for advice. Before starting lay out all components and check them against the delivery docket. The parts description identifies each key part, and the component location diagram indicates their fastening position. PARTS DESCRIPTION RIDGE KNUCKLE FOOTING PLATE EAVES KNUCKLE FOOTING COLUMNS AND Slots inside the gable rafters to Slots inside column Slots inside gable rafter and KNUCKLE RAFTERS form connection at the ridge to form on concrete column to form connection at Slots inside Pre cut 120 outback footing connection. eaves. column to form beam make up an in ground rafters and columns footing connection PURLINS HIP PLATE RIDGE CAP BARGE CAP INFILL PANELS Purlins provide support for Connects purlins to This flashing covers the roof The barge cap covers Sufficient number of sheets are cladding the hip rafter. sheets at the gable ridge. the area where the provided, from which the required deck finishes at portal dutch gable infill panels can be HIP FLASHING frame cut. Covers the roof sheet ends along the hip rafter. WEATHER STRIP HEX HEAD SELF DRILLING BOLTS AND RIVETS 68 mm PURLIN Weather strip supports infill SCREWS Bolt types vary depending BRACKET panel and covers the sheet Screw types vary depending upon upon the connection, ensure This bracket ends at the collar
    [Show full text]
  • Roof Framing
    CHAPTER 2 ROOF FRAMING In this chapter, we will introduce you to the Intersecting fundamentals of roof design and construction. But, The intersecting roof consists of a gable and valley, before discussing roof framing, we will first review or hip and valley. The valley is formed where the two some basic terms and definitions used in roof different sections of the roof meet, generally at a 90° construction; we will then discuss the framing square angle. This type of roof is more complicated than the and learn how it’s used to solve some basic construction problems. Next, we’ll examine various types of roofs and rafters, and techniques for laying out, cutting, and erecting rafters. We conclude the chapter with a discussion of the types and parts of roof trusses. TERMINOLOGY LEARNING OBJECTIVE: Upon completing this section, you should be able to identify the types of roofs and define common roof framing terms. The primary object of a roof in any climate is protection from the elements. Roof slope and rigidness are for shedding water and bearing any extra additional weight. Roofs must also be strong enough to withstand high winds. In this section, we’ll cover the most common types of roofs and basic framing terms. TYPES OF ROOFS The most commonly used types of pitched roof construction are the gable, the hip, the intersecting, and the shed (or lean-to). An example of each is shown in figure 2-1. Gable A gable roof has a ridge at the center and slopes in two directions. It is the form most commonly used by the Navy.
    [Show full text]
  • Design Masterclass Loft Conversions
    DESIGN DESIGN MASTERCLASS: Converting Loft Spaces GREAT IDEAS Experienced renovator and property developer Michael Holmes offers innovative design tips and practical advice sing the roof space to provide additional accommodation makes good sense. On a new dwelling it will maximise use of the built volume and bring down Uthe average cost per square metre. In an existing home, converting the loft is often the most cost-effective way to add space. There are two main options when it comes to design: to commission an architectural designer to produce drawings which can then be put out to builders on a competitive tender basis, or to hand the whole project over to a design and build contractor offering a one-stop service. Both will deal with planning permission, if required, and Building Regulations approval. Think 1 Ahead Designing a roof with future conversion in mind will allow for the expansion of living space should demand arise. Specifying either a cut roof or attic trusses instead of ‘fink’ trusses will add £1,500-2,000 to the average build cost but hugely simplify the conversion process. In addition, including a This self-contained loft apartment, designed plumbing and heating manifold in the roof by Brooke Fieldhouse Associates (01723 space, siting soil vent (SVP) pipes where they 871388), was created within a 1970s might be needed, and allowing space on bungalow, so the elderly owner’s adult son the consumer unit for power, lighting and could move back home to provide support. other circuits, will bring down the cost of The distinctive curved ceiling has been achieved with tongue-and-groove boards.
    [Show full text]
  • Builder's Guide to Trusses
    Table of Contents Roof Construction Techniques: Pro’s and Con’s . 2 Trusses: Special Benefits for Architects and Engineers . 4 Special Benefits for Contractors and Builders . 5 Special Benefits for the Owner. 5 How Does A Truss Work? . 6 Typical Framing Systems. 8 Gable Framing Variations . 11 Hip Set Framing Variations . 13 Additional Truss Framing Options Valley Sets . 15 Piggyback Trusses . 17 Typical Truss Configurations . 18 Typical Truss Shapes. 20 Typical Bearing / Heel Conditions Exterior Bearing Conditions. 21 Crushing at the Heel . 22 Trusses Sitting on Concrete Walls . 22 Top Chord Bearing. 23 Mid-Height Bearing . 23 Leg-Thru to the Bearing. 23 Tail Bearing Tray. 24 Interior Bearing Conditions . 24 Typical Heel Conditions. 25 Optional End Cosmetics Level Return. 25 Nailer . 25 Parapet. 26 Mansard . 26 Cantilever. 26 Stub . 26 Bracing Examples . 27 Erection of Trusses . 29 Temporary Bracing . 30 Checklist for Truss Bracing Design Estimates . 32 Floor Systems . 33 Typical Bearing / Heel Conditions for Floor Trusses Top Chord, Bottom Chord, and Mid-Height Bearing. 34 Interior Bearing Conditions . 35 Ribbon Boards, Strongbacks and Fire Cut Ends . 36 Steel Trusses . 37 Ask Charlie V. 38 Charlie’s Advice on Situations to Watch Out for in the Field. 41 Glossary of Terms. 42 Appendix - References. 48 1 Builders, Architects and Home Owners today have many choices about what to use in roof and floor systems Traditional Stick Framing – Carpenters take 2x6, Truss Systems – in two primary forms: 2x8, 2x10 and 2x12 sticks of lumber to the job • Metal Plate Connected Wood Trusses – site. They hand cut and fit this lumber together Engineered trusses are designed and into a roof or floor system.
    [Show full text]
  • Effects of Roof Pitch on Air Flow and Heating Load of Sealed and Vented Attics for Gable-Roof Residential Buildings
    Sustainability 2012, 4, 1999-2021; doi:10.3390/su4091999 OPEN ACCESS sustainability ISSN 2071-1050 www.mdpi.com/journal/sustainability Article Effects of Roof Pitch on Air Flow and Heating Load of Sealed and Vented Attics for Gable-Roof Residential Buildings Shimin Wang and Zhigang Shen * The Durham School of Architectural Engineering and Construction, University of Nebraska—Lincoln, 113 NH, Lincoln, NE 68588-0500, USA; E-Mail: [email protected] * Author to whom correspondence should be addressed; E-Mail: [email protected]; Tel.: +1-402-472-9470; Fax: +1-402-472-4087. Received: 29 June 2012; in revised form: 10 August 2012 / Accepted: 20 August 2012 / Published: 30 August 2012 Abstract: Pitch value is an important consideration in residential gable roof design and construction. However, how roof pitch, coupled with air flows in attic space, affects the energy performance of building attics has been barely investigated. In this paper, a 2D unsteady computational fluid dynamics (CFD) model is employed to investigate the effects of roof pitch on air flow and heating load of both sealed and vented attics for gable-roof residential buildings. The simulation results show that air flow in the sealed attics is steady and asymmetric, while that in the vented attics is a combination of an essentially symmetric base flow and a periodically oscillating flow. For both the sealed and vented attic cases, the heating load is found to increase with the roof pitch, and the heat transfer of turbulent air flow in attic space can be satisfactorily correlated by a simple relationship between appropriately defined Nusselt number and Rayleigh number.
    [Show full text]
  • 111 W. Russell Street – Noncontributing
    111 W. Russell Street – Noncontributing One-story frame side-gabled Minimal Traditional dwelling built ca. 1970. At the rear is a two-car frame garage which is also Noncontributing. 119 W. Russell Street – Contributing This is a one- and one-half story side-gabled Craftsman dwelling built ca. 1925. The house has a side gable roof of asphalt shingles, a continuous foundation of rock-faced concrete block, an exterior of vinyl siding and an interior brick chimney. On the main (N) façade is an original inset corner porch enclosed with vinyl siding, multi-light fixed windows with corner-arched wood frames and an original three-horizontal-light and two wood panel exterior door. The main entrance has an original, multi-light glass and wood door. Windows are original, four-over-one- vertical-light double hung wood sash with some replacement one-over-one double hung vinyl sash and three, three-vertical light casement designs. On the east elevation is a projecting shed roof bay with a triple set of one-over-one double hung wood sash windows. On the roofline of the main façade is a gable dormer with another triple set of one-over-one double hung wood sash windows. The basement retains its original three-vertical light awning windows. At the rear of the dwelling is a ca. 1960, single-bay, frame garage with an exterior of aluminum siding, a front gable roof of asphalt shingles and an overhead metal panel track door. Noncontributing 124 W. Russell Street – Contributing ARC 01-14 – exterior alterations (preliminary review only) Located at 124 West Russell Street is a one- and one-half story side-gabled Craftsman- influenced Folk dwelling built ca.
    [Show full text]