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Descriptions of Common Historical Architectural Styles
NEW HAMPSHIRE ARCHITECTURE: COMMON HISTORIC STYLES AND BUILDING TYPES GEORGIAN (1725-1790) Typical Character Defining Features: Balanced design with classical details Gable or gambrel roof Large, brick center chimney (though high style examples may have twin chimneys) Broad center entrance, often with transom light over doorway, sometimes with a double leaf door Small (12/12, 9/6, 6/9) sash; windows placed close to the eaves; often without blinds or shutters; heavily molded casings Clapboard siding Low granite foundations FEDERAL (1780-1840) Typical Character Defining Features : Balanced design with classical details, more delicate than Georgian High style (usually urban) often has three stories Low-profile gable or hipped roof, high style may have balustrade at roof edge Twin brick chimneys Elaborate center entrance often with fan light and side lights Palladian window, 6/6 sash windows Brick or clapboard exterior, sometimes just brick ends GREEK REVIVAL (1830-1870) Typical Character Defining Features : Heavy design with classical details; high style examples r are temple-like, with free-standing columns along facade Gable roof with cornice returns or full pediment Thin, spindly (stove) chimney Side hall entry, often with projecting portico or recessed entry with full- length side lights and transom at main entry 6/6 sash windows, often with shutters or blinds Heavy trim, wide corner boards sometimes with pilasters N.B.: Often used for churches. New Hampshire Preservation Alliance ~ www.nhpreservation.org 1 GOTHIC -
Architectural Variations in Residences and Their
ARCHITECTURAL VARIATIONS IN RESIDENCES AND THEIR EFFECTS ON ENERGY GENERATION BY PHOTOVOLTAICS A Thesis Presented to The Academic Faculty by Sandra Catalina Caballero In Partial Fulfillment of the Requirements for the Degree Master of Science in High Performance Buildings in the School of Architecture Georgia Institute of Technology August 2011 ARCHITECTURAL VARIATIONS IN RESIDENCES AND THEIR EFFECTS ON ENERGY GENERATION BY PHOTOVOLTAICS Approved by: Dr. Fried Augenbroe, Advisor School of Architecture Georgia Institute of Technology Dr. Russell Gentry School of Architecture Georgia Institute of Technology Dr. Jason Brown School of Architecture Georgia Institute of Technology Date Approved: 07.07.2011 To my family, Elizabeth Cardona, J. Joaquin Caballero and Carlos Caballero ACKNOWLEDGEMENTS I would like to especially thank my mother, father, and brother without whose guidance and support I would not be here. I wish to also thank Professor Fried Augenbroe, for assisting me during this whole process of getting my degree and thesis. iv TABLE OF CONTENTS Page ACKNOWLEDGEMENTS iv LIST OF TABLES vii LIST OF FIGURES viii LIST OF SYMBOLS AND ABBREVIATIONS ix SUMMARY x CHAPTER 1 Introduction 1 1.1. Study Overview 1 1.2. Methodology 2 2 Typologies by radiation level: Case Studies 4 2.1. Log House: Seattle, WA 5 2.2. Gambrel House: New York City, NY 9 2.3. Conch House: Miami, FL 11 2.4. Desert House: Phoenix, AZ 13 3 The Photovoltaic Effect 17 3.1. First Generation 18 3.2. Second Generation 19 3.3. Third Generation 20 4 Analysis: Energy Performance vs. Return of Investment Comparison 23 4.1. -
New Village and Maynard's Hill
15. Front Gambrel Type H—13 McKinley For more information: A variation which has no front overhang townofmaynard-ma.gov/resources/ NEW and features hip-roofed dormers. walkmaynard 16. Front Gambrel Type G—13 Roosevelt VILLAGE & Original roofing material was wood shingle, which combined with a shingled second MAYNARD’S story would have presented a highly textured Start Tour Here effect to the entire upper section of the house. Note the deep eaves and verge Points of Interest HILL boards (under the roofs) with splayed ends. *** SIDE TOUR *** Parking and Rest More New Village Housing Styles Stops HISTORIC Side Gable Type B—21 Garfield Street Optional Side WALKING TOUR #3 One of four in the village. Built as 5 rooms, Tour wood shingled, Craftsman in style, deep eves, paired hip-roof dormers. DISTANCE: 1.9 miles TIME: 1–1/2 hours Side Gable Type D—8 Garfield Street A simple rounded finial originally capped the turret on this five-room quaint three-bay by two-bay craftsman-style dwelling. Nice pen- dant decoration at roof peak. 19. Side Gambrel Type J—32 Parker Street 22. United Co-Op / Murphy & Snyder, Inc. Houses fronting Parker Street were more 7 Waltham St. Cross Gambrel Type K—3 Garfield St. decorative, in keeping with the tradition of Print shop started by Albert Murphy and Square house plan. Original off-center project- building distinctive houses on main thor- John Snyder in 1917. Moved to this location ing front porch now extends across the entire oughfares where they could be admired. in 1957 upon the purchase of the former façade. -
NEW ORLEANS NOSTALGIA Remembering New Orleans History, Culture and Traditions
NEW ORLEANS NOSTALGIA Remembering New Orleans History, Culture and Traditions By Ned Hémard They All Taxed For You: Shotguns, Camelbacks and More The Louvre in Paris, the Cabildo and Presbytère in the French Quarter, 1960s motor hotels, Lake Avenue apartments and early “Popeye’s Fried Chicken” outlets have what in common? The answer, of course, is the Mansard roof. After all, what exemplifies this architectural style more faithfully than Hawaiian black lava rock topped with red synthetic roof tiles? Architects and the late Al Copeland may have disagreed on this subject, but the history of the Mansard is still most interesting. The Mansard roof refers to a type of hip roof with two slopes on each of its four sides with the lower slope being much steeper, virtually vertical. The upper slope is usually not visible from the ground and is pitched just enough to shed water. For all intents and purposes, this is an additional story disguised as a roof. Sometimes, for decorative effect, the pitch is curved with impressive dormers. In modern commercial construction, the upper pitch has often been substituted with a flat roof. The Cabildo in New Orleans Mansard elevation, 1868 The architect, Francois Mansart (1598 - 1666), popularized the roof style known as Mansard, a misspelling of his name. The central portico of the Richelieu Wing of the Louvre is a fine example. In the years that French houses were taxed by the number of floors beneath the roof, the Mansard style afforded a clever way to avoid paying the tax collector. A revival of Mansard occurred in the 1850s rebuilding of Paris, and that era is called Second Empire. -
Glossary of Architectural Terms Apex
Glossary of Architectural Terms Apex: The highest point or peak in the gable Column: A vertical, cylindrical or square front. supporting member, usually with a classical Arcade: A range of spaces supported on piers capital. or columns, generally standing away from a wall Coping: The capping member of a wall or and often supporting a roof or upper story. parapet. Arch: A curved construction that spans an Construction: The act of adding to a structure opening and supports the weight above it. or the erection of a new principal or accessory Awning: Any roof like structure made of cloth, structure to a property or site. metal, or other material attached to a building Cornice: The horizontal projecting part crowning and erected over a window, doorway, etc., in the wall of a building. such a manner as to permit its being raised or Course: A horizontal layer or row of stones retracted to a position against the building, when or bricks in a wall. This can be projected or not in use. recessed. The orientation of bricks can vary. Bay: A compartment projecting from an exterior Cupola: A small structure on top of a roof or wall containing a window or set of windows. building. Bay Window: A window projecting from the Decorative Windows: Historic windows that body of a building. A “squared bay” has sides at possess special architectural value, or contribute right angles to the building; a “slanted bay” has to the building’s historic, cultural, or aesthetic slanted sides, also called an “octagonal” bay. If character. Decorative windows are those with segmental or semicircular in plan, it is a “bow” leaded glass, art glass, stained glass, beveled window. -
12X16-GB Gambrel Shed Materials - Build Your Own Backyard Shed Icreatables.Com
12x16-GB Gambrel Shed Materials - Build Your Own Backyard Shed iCreatables.com EXTERIOR MATERIALS CODE DESCRIPTION LENGTH / SIZE QTY. W7 Textured plywood siding 4'x8'x 1/2" 16 T2 1x2 Wood trim batten 1 1/2" x 3x4" x 8' 60 T4 1x4 Trim 3/4" x 3 1/2" x 16' 6 T6 1x6 Trim 3/4" x 5 1/2" x 16' 8 R5 Drip edge 1-1/2"x1-1/2"x10' 8 R6 15lb. Roofing felt 350 sf. R7 36" wide metal roofing 36" x 4'-7 1/2" 12 R7 36" wide metal roofing 36" x 4'-10" 12 R7 Optional Asphalt shingles 340 s.f. 3.6 squares R11 Corrugated roofing closure strip 160 lf. W10 Z Metal flashing 10' l.f. 3 W11 2626 Awning, casement or fixed window 2'-6" x 2'-6" 2 W16 Gable vent 12" x 18" 2 FOUNDATION MATERIALS CODE DESCRIPTION LENGTH / SIZE QTY. F3 4x6 Skid, treated 8'-0" 6 F5 Gravel FLOOR FRAMING MATERIALS CODE DESCRIPTION LENGTH / SIZE QTY. F1 2x6 Floor Joist 12'-0" 13 F2 2x6 Rim Joist 16'-0" 2 F4 Full Face O.S.B. T.&G. 4'x8'x 3/4" 6 WALL FRAMING MATERIALS CODE DESCRIPTION LENGTH / SIZE QTY. W1 2x4 Wall Stud 92 5/8" 50 W2 2x4 Wall Plate, short 12'-0" 10 W3 2x4 Wall Plate, long 16'-0" 6 W5 2x4 Trimmer 8'-0" 10 W6 2x6 Header 8'-0" 6 W7 4ft. x 8ft. Textured Plywood Siding, See exterior materials LOFT FLOOR FRAMING MATERIALS F1.1 2x6 Loft Floor Joist 12'-0" 10 F4.1 Full Face O.S.B. -
Residential Hip Roof Framing Using Cold-Formed Steel Members I
Residential Hip Roof Framing Using Cold-Formed Steel Members RESEARCH REPORT RP06-2 2006 American Iron and Steel Institute research report Residential Hip Roof Framing Using Cold-Formed Steel Members i DISCLAIMER The material contained herein has been developed by researchers based on their research findings and is for general information only. The information in it should not be used without first securing competent advice with respect to its suitability for any given application. The publication of the information is not intended as a representation or warranty on the part of the American Iron and Steel Institute, Steel Framing Alliance, or of any other person named herein, that the information is suitable for any general or particular use or of freedom from infringement of any patent or patents. Anyone making use of the information assumes all liability arising from such use. Copyright 2006 American Iron and Steel Institute / Steel Framing Alliance ii Residential Hip Roof Framing Using Cold-Formed Steel Members PREFACE The objectives of this project were to investigate a more rational rafter design methodology for both gable and hip roofs and develop all the necessary tables, details and specification requirements for hip roof framing members and connections for addition to the AISI Standard for Cold-Formed Steel framing – Prescriptive Method for One and Two Family Dwellings [Prescriptive Method]. This report accomplishes these objectives, provides useful insight and suggests future study topics that should assist in identifying and prioritizing future research needs. It is expected that portions of this report will indeed be incorporated in the Prescriptive Method. As such, the results of this work will have a lasting and beneficial impact on the steel- framed residential construction industry. -
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 -
Cindy, the Below Additional Comments About the HIP Roof
From: Mitch Martin To: Cindy Walden Subject: RE: New/Revised OIR-B1-1802, "Uniform Mitigation Verification Inspection Form,”(Rev. 05/11 ) Date: Monday, June 27, 2011 11:40:41 AM Importance: High Cindy, The below additional comments about the HIP Roof definition apply to your proposed revised 1802 Form and the proposed completely new definition for a HIP Roof, that may have some percentage of a Non- HIP Roof but still be considered a HIP Roof for an Insurance discount! This suggestion would only apply if you or the OIR insists on returning to the previous obsolete (and completely different) definition that was used prior to the current definition, which I consider a bad idea as it will only create much more confusion for Florida Home Owners who are trying to qualify for available discounts! The State and your Office must consider the impact, costs, and confusion that such a drastic and completely different HIP Roof definition will create both with Home Owners and Insurance Companies, who have spent much time and money having Professional Inspectors qualify their Home for the discount or Insurers having Insured Homes re-inspected to see if they can dis-qualify the Homes for the discount! The impact of completely changing the definition is huge, especially when the change is now back to a previous definition that was dropped supposedly for good reasons! The State and OIR need to stick with one definition, and if the definition is having problems being interpreted or enforced or applied fairly or equitably or definitively, the definition should be clarified and not completely changed! This is the case with the current HIP Roof definition, which should remain the same but with added clarifications to prevent misinterpretations or unintended wrong measurements! My additional suggestion, if the new HIP Roof definition (copied below) is somehow adopted follows: A. -
Mcpolin Barn – Structrual Study
MCPOLIN BARN – STRUCTRUAL STUDY PROJECT #14359 July 1, 2014 PREPARED BY: BHB Consulting Engineers, PC 2 766 South Main Street - SLC, Utah 84115 - Phone: 801.355.5656 - Fax: 801.355.5950 www.bhbengineers.com TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY 1.1 Project Scope and Objectives 2 1.2 Executive Summary 3 2.0 EXISTING BUILDING SURVEY 2.1 Building History 4 2.2 Physical Characteristics 5 2.3 Building Setting 6 3.0 EVALUATION & RECOMMENDATIONS 3.1 Analysis 8 3.2 Structural Deficiencies 14 3.3 Building Upgrade Recommendations 19 3.4 Prioritized Building Retrofits Of Different Uses 22 3.5 Conclusions 24 3.6 Limitations 25 4.0 APPENDIX 5.1 Structural Drawings/Details of Proposed Seismic Upgrade 26 5.3 ASCE 31 – Screening Phase (Tier 1) Checklists 41 M CPOLIN BARN – STRUCTRUAL STUDY 1 BHB Engineers 1.1 PROJECT SCOPE AND OBJECTIVES At the request of Park City, BHB Consulting Engineers PC (BHB) conducted an evaluation of the McPolin Barn in an effort to determine the building’s ability to withstand the effects of a wind storm, earthquake or heavy snow storm. McPolin Barn is an historic building and was listed as such on the National Register of Historic Places in 2003. It is a recognizable place and significant to the city of Park City. The objectives of this evaluation are as follows: • Assess the condition of the building under current design loads and use. • Identify areas of concern. • Provide reasonable options to upgrade the building for different usage. • Identify the best upgrade solution and usage with the city. -
FIGURE 1 HA. JACKSON, D.I. MASSE This Leaflet Gives a Listing of 15
FIGURE 1 HA. JACKSON, D.I. MASSE This leaflet gives a listing of 15 designs in metric/imperial defined in the Canadian Farm Building Code. LHO farm dimensions for gambrel roof braced rafters which can be buildings include most farm buildings except processing easily assembled on the farm or in a prefabricating plant. rooms, auction and show arenas etc. where larger numbers of people might be assembled for significant time periods. The gambrel roof form (Figure 1) has retained its popularity with farmers and builders for several good reasons: Figure 2 shows typical farm applications for braced rafters. Figure 2a shows the gambrel roof form used for a machinery • simple, efficient design, framed with only four main storage, with an inexpensive floating slab foundation system members suitable for well-drained granular soil where frost heave is • attractive, traditional roof not a problem. In western Canada where frost penetrates to • clear span storage space without interior columns great depths, experience indicates this foundation may be 'floated' on a deeper fill of compacted gravel which provides Canada Plan Service braced rafters are designed for 'dry' drainage and protection from frost heave. service conditions, for wind and snow loads on low human occupancy (LHO) farm buildings (0.8 importance factor) as Figure 2b shows the traditional use of the braced rafter. The Canada Plan Service, a Canadian federal/provincial organization, promotes the transfer of technology through factsheets, design aids and construction drawings that show how to plan and build modern farm structures and equipment for Canadian agriculture. For more information, contact your local provincial agricultural engineer or extension advisor. -
Jan Lewandoski Restoration and Traditional Building 92 Old Pasture Rd
Jan Lewandoski Restoration and Traditional Building 92 Old Pasture Rd. Greensboro Bend , Vermont 05842 802-533-2561; 802-274-4318 [email protected] May 7, 2020 The Granville Town Hall, Granville Vermont A Preservation Trust of Vermont Technical Assistance Survey The Granville Town Hall is a tall 2-story, white, clapboarded structure located on the west side of Rt. 100 at the center of Town. It was first built as a church in 1871. It is currently attached to the Town Offices, which are located in the Town’s 1857 schoolhouse. The Town Hall probably started life sitting on a stone foundation on the ground. At a later date the church was lifted and had the current first floor added beneath it. The doorway appears to be of the original period of the church (1871), and to have been relocated to the new lower story. The original tower may have been only the first square section, but at some later date the second square and spire were likely added. I base this observation on fact that the second square section of the tower, and the spire, don’t start within the first section as is usually done (telescoping), but just sit on top of it. The architectural style is vernacular Greek Revival. Characteristic of this are the wide pilasters, closed pediment, and wide double frieze. There is an interesting projection, reflecting the position of the tower or a porch for the doorway, on the middle of the front wall. This is seen occasionally on Vermont churches. The Town Hall is of timber frame construction, spruce and hemlock, and measures about 36 x 48 in plan.