Roofs on Historic Buildings in Washington Are Flat and Sloped
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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 -
FRAMING GUIDELINES Cutting, Notching, and Boring Lumber Joists Joist Size Maximum Maximum Maximum Hole Notch Depth End Notch 2X4 None None None
FRAMING GUIDELINES Cutting, Notching, and Boring Lumber Joists Joist Size Maximum Maximum Maximum Hole Notch Depth End Notch 2x4 None None None 2x6 11/2 7/8 13/8 2x8 23/8 11/4 17/8 2x10 3 11/2 23/8 2x12 33/4 17/8 27/8 In joists, never cut holes closer than 2 inches to joist edges, nor make them larger than 1/3 the depth of the joist. Also, don’t make notches in the middle third of a span, where the bending forces are greatest. They should also not be deeper than 1/6 the depth of the joist, or 1/4 the depth if the notch is at the end of the joist. Limit the length of notches to 1/3 of the joist’s depth. Use actual, not nominal, dimensions. (“Field Guide to Common Framing Errors,” 10/91) Hole-Cutting Rules for Wood I-Joists Min. Distance from Inside Face of Support to Near Edge of Hole Do not cut holes larger Distance between hole Depth TJI/Pro 2” 3” 4” 5” 6” edges must be 2x (min.) than 11/2" in cantilever length of largest hole; 91/2” 150 1’-0” 1’-6” 3’-0” 5’-0” 6’-6” applies also to 11/2" holes 250 1’-0” 2’-6” 4’-0” 5’-6” 7’-6” L 2 x L 117/8” 150 1’-0” 1’-0” 1’-0” 2’-0” 3’-0” 250 1’-0” 1’-0” 2’-0” 3’-0” 4’-6” 350 1’-0” 2’-0” 3’-0” 4’-6” 5’-6” 550 1’-0” 1’-6” 3’-0” 4’-6” 6’-0” 14” 250 1’-0” 1’-0” 1’-0” 1’-0” 1’-6” 350 1’-0” 1’-0” 1’-0” 1’-6” 3’-0” 550 1’-0” 1’-0” 1’-0” 2’-6” 4’-0” 11/2" holes can be cut 16” 250 1’-0” 1’-0” 1’-0” 1’-0” 1’-0” anywhere in the web (11/2" knockouts Leave 1/8" (min.) of 350 1’-0” 1’-0” 1’-0” 1’-0” 1’-0” provided 12" o.c.) web at top and Min. -
Weights and Measures
Schedule of Values Yadkin County 2009 Architectural Terms Apartment hotel a building designed for non-transient residential use, divided into dwelling units similar to an apartment house, but having such hotel apartment hotel accommodations as room furnishings, lounges, public dining room, maid service, etc. Apartment house a multi-family residence containing three or more non-transient residential living units and generally providing them with a number of common facilities and services. Attic An unfinished or semi-finished portion of a building lying between the highest finished story and the roof and wholly within the roof framing. Basement a building story which is wholly or partly below the grade level. Bay (1) a horizontal area division of a building usually defined as the space between columns or division walls. (2) an internal recess formed by causing a wall to project beyond its general line. Bay window a window, or group of continuous windows, projecting from the main wall of a building. Beam a long structural load-bearing member which is placed horizontally or nearly so and which is supported at both ends or, infrequently, at intervals along its length. Beam, spandrel a wall beam supporting the wall, above, as well as the floor. Building any structure partially or wholly above ground which is designed to afford shelter to persons, animals, or goods. See also construction. Building, fireproof a building in which all parts carrying loads or resisting stresses and all exterior and interior walls, floors, and staircases are made of incombustible materials, and in which all metallic structural members are encased in materials which remain rigid at the highest probable temperature in case its contents are burned, or which provide ample insulation from such a temperature. -
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. -
American Galvanised Iron Roofing and Cladding from the 1870'S to 1920'S
University of Pennsylvania ScholarlyCommons Theses (Historic Preservation) Graduate Program in Historic Preservation 1988 American Galvanised Iron Roofing and Cladding from the 1870's to 1920's Andrew Benjamin Hall University of Pennsylvania Follow this and additional works at: https://repository.upenn.edu/hp_theses Part of the Historic Preservation and Conservation Commons Hall, Andrew Benjamin, "American Galvanised Iron Roofing and Cladding from the 1870's to 1920's" (1988). Theses (Historic Preservation). 301. https://repository.upenn.edu/hp_theses/301 Copyright note: Penn School of Design permits distribution and display of this student work by University of Pennsylvania Libraries. Suggested Citation: Hall, Andrew Benjamin (1988). American Galvanised Iron Roofing and Cladding from the 1870's to 1920's. (Masters Thesis). University of Pennsylvania, Philadelphia, PA. This paper is posted at ScholarlyCommons. https://repository.upenn.edu/hp_theses/301 For more information, please contact [email protected]. American Galvanised Iron Roofing and Cladding from the 1870's to 1920's Disciplines Historic Preservation and Conservation Comments Copyright note: Penn School of Design permits distribution and display of this student work by University of Pennsylvania Libraries. Suggested Citation: Hall, Andrew Benjamin (1988). American Galvanised Iron Roofing and Cladding from the 1870's to 1920's. (Masters Thesis). University of Pennsylvania, Philadelphia, PA. This thesis or dissertation is available at ScholarlyCommons: https://repository.upenn.edu/hp_theses/301 UNIVEKSlTYy* PENNSYLVANIA. UBKARIES s AMERICAN GALVANISED IRON ROOFING AND CLADDING FROM THE 1870 's TO 1920' Andrew Benjamin Hall A THESIS The Graduate Program in Historic Preservation Presented to the Faculties of the University of Pennsylvania in Partial Fulfillment of the Requirements for the Degree of MASTER OF SCIENCE 1988 Robert Schuyler, Associate Professor, American Civilization, Advisor Henry Glassie, Professor, Folklore and Folklife, Reader Da\ri#-G. -
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. -
Geodesic Dome Roof
GEODESIC DOME ROOF The HMT Geodesic Dome features a clear-span, all-aluminum, lightweight, corrosion-resistant structure which sets a new standard for performance in aluminum geodesic domes. HMT’s unique overlapping-panel design and attention to details at critical locations all result in a cost-effective solution that provides superior protection of your stored product. The HMT Geodesic Dome can be installed in-service and its superior design was developed under the guidance of API 650, appendix G and AWWA D-108. Key benefits: Key design features: The HMT Geodesic Dome’s advanced tBatten bar and gasket assembly completely technology provides excellent benefits. Here’s encapsulate panel edges for unparallelled how: sealing Most effective leak-protection solution— tOverlapping panels ensure additional Engineered for maximum weather-tightness for protection against weather both new tanks and retrofits tHub designed with three levels of sealing to Low maintenance — Aluminum alloys are ensure maximum leak protection corrosion resistant and don’t require painting like steel fixed roofs tHub can be easily removed for inspection or Emissions reduction — reduces wind-induced adjustment of IFR support chains vapor loss, aids in odor control and provides tOptions for fixed or sliding rim connections significant emission credits; for light products such as gasoline, a dome installed over an EFR tCan easily handle the weight of suspended can cut emissions by over 90% aluminum internal floating roofs In-service installation — Can be erected on tIndustry-leading 3D design software for the ground beside the tank or on an EFR and maximum accuracy and shorter design time lifted into place Custom engineered— To accommodate a wide range of spans and loading conditions Protecting your world, one tank at a time™ www.hmttank.com THE HMT GEODESIC DOME DESIGN HMT’s design incorporates features which dramatically Triple seal hub design improve upon existing technology. -
Basic Technical Rules the Nubian Vault (Nv)
PRODUCTION CENTRE INTERNATIONAL PROGRAMME BASIC TECHNICAL RULES v3 BASIC TECHNICAL RULES THE NUBIAN VAULT (NV) TECHNICAL CONCEPT THE NUBIAN VAULT ASSOCIATION (AVN) ADVICE TO MSA CLIENTS Version 3.0 SEASON 2013-2014 COUNTRY INTERNATIONAL Association « la Voûte Nubienne » - 7 rue Jean Jaurès – 34190 Ganges - France February 2015 www.lavoutenubienne.org / [email protected] / +33 (0)4 67 81 21 05 1/14 PRODUCTION CENTRE INTERNATIONAL PROGRAMME BASIC TECHNICAL RULES v3 CONTENTS CONTENTS.............................................................................................................2 1.AN ANCIENT TECHNIQUE, SIMPLIFIED, STANDARDISED & ADAPTED.........................3 2.MAIN FEATURES OF THE NV TECHNIQUE........................................................................4 3.THE MAIN STAGES OF NV CONSTRUCTION.....................................................................5 3.1.EXTRACTION, FABRICATION & TRANSPORT OF MATERIAL....................................5 3.2.CHOOSING THE SITE....................................................................................................5 3.3.MAIN STRUCTURAL WORKS........................................................................................6 3.3.1.Foundations........................................................................................................................................ 6 3.3.2.Load-bearing walls.............................................................................................................................. 7 3.3.3.Arches in load-bearing -
Architectural Metal Wall & Roof Systems Product Portfolio
Metal Wall & Roof Systems North America Architectural Metal Wall & Roof Systems Product Portfolio Innovative Single Element Building Envelope Solutions Architectural Metal Wall & Roof Systems Product Portfolio Morin specializes in roll forming of architectural heavier gauge single skin metal wall and roof systems. With over 100 profiles and three manufacturing locations, Morin is well positioned to produce for any size project. 2 Architectural Metal Wall & Roof Systems Product Portfolio Contents 01 Morin Architectural Wall Range Matrix Series® 10 Pulse Series® 12 Integrity Series 14 Concealed Fastener Series 16 Exposed Fastener Series 18 MorZip® Series 20 02 Morin Architectural Roof Range MorZip® Series 20 Symmetry Series 22 SLR Series 24 SWL Series 26 03 Design Options Perforations 28 Primo Soffit Panel 30 Monolith Series 32 KarrierPanel™ 34 Color Options 36 3 Architectural Metal Wall & Roof Systems Product Portfolio Your Global Partner Morin is part of the Kingspan Group plc., founded in Kingscourt Co. Cavan Ireland in 1965, Kingspan is a global leader in the design, development and delivery of advanced building envelope products and solutions. Italy France UK & Ireland Norway Spain Germany Sweden Canada Poland USA Turkey Mexico Middle East Asia South East Brisbane Sydney South America Melbourne 13 159 5.3 15,000+ regional R&D manufacturing billion USD employees centers sites worldwide revenue in 2019 worldwide 4 Architectural Metal Wall & Roof Systems Product Portfolio Kingspan Insulated Panels are pioneering better technologies and methods of building for a low carbon world. Improving building performance, construction methods and ultimately people’s lives – that’s what drives our people across the world. Energy efficiency is at the heart of Kingspan’s innovation, from making the industry’s most thermally efficient core for our insulated panels, to producing the most airtight interfaces, to providing technical and field-service support on how to build optimally. -
A Concise Dictionary of Middle English
A Concise Dictionary of Middle English A. L. Mayhew and Walter W. Skeat A Concise Dictionary of Middle English Table of Contents A Concise Dictionary of Middle English...........................................................................................................1 A. L. Mayhew and Walter W. Skeat........................................................................................................1 PREFACE................................................................................................................................................3 NOTE ON THE PHONOLOGY OF MIDDLE−ENGLISH...................................................................5 ABBREVIATIONS (LANGUAGES),..................................................................................................11 A CONCISE DICTIONARY OF MIDDLE−ENGLISH....................................................................................12 A.............................................................................................................................................................12 B.............................................................................................................................................................48 C.............................................................................................................................................................82 D...........................................................................................................................................................122