Architecture - ARCH 1
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Ultra Railing 2018
special edition volume 3 Signature™ Collection | Ultra Max® | ADA Compliant Commercial & Residential Ultra Signature™ Railing Brings Style and Strength to Multi-Family Custom Designed and Factory Assembled www.ultrarailing.com EASY PRODUCT VISUALIZATION ON OUR ULTRA DESIGN STUDIO Assembled Post-To-Post Strong enough to meet or exceed all building codes for railings All railing sections come in standard 37" and 43" heights, with 6' and 8' widths. Ultra Signature™ Railing Panels can be field trimmed to exact measurements on-site. 2 Assembled Post-To-Post Design Options Components Post-To-Post Ultra Signature™ railing has an appealing handrail design, with many different profiles and color combinations to fit all types of architecture. Square Baluster 0.75" x .055" Wall Thickness Adams Top Rail 1.716" W x 1.646" H Adams 0.080" Wall Thickness Adams Bottom Rail 1.352" W x 1.320" H 0.070" Wall Thickness UAR-200-2R Two Rail UAG-200-2R Glass Railing Boss Screw Posts 2.50" x 2.50" x 0.100" 3.0" x 3.0" x 0.125" Spacing Between 3.625" Pickets Post Spacing 48.25" for 4' 70.50 for 6' 97.25" for 8' UAR-200-3R Three Rail UAR-220-3R Three Rail Heights Available 37" & 43" Ultra Signature™ 6" x 6" Square Column Wraps 0.100" Wall Thickness 8"x 8" Square 0.100" Wall Thickness UAR-250-3RS Three Rail UAR-270-3R Three Rail with Spears Railing Profile Adams Colors Ultra Fencing, Railing, Gates and Designer Accessories are available in nine classic colors as well as custom specified hues. -
Single Family Residence Design Guidelines
ADOPTED BY SANTA BARBARA CITY COUNCIL IN 2007 Available at the Community Development Department, 630 Garden Street, Santa Barbara, California, (805) 564-5470 or www.SantaBarbaraCA.gov 2007 CITY COUNCIL, 2007 ARCHITECTURAL BOARD OF REVIEW, 2007 Marty Blum, Mayor Iya Falcone Mark Wienke Randall Mudge Brian Barnwell Grant House Chris Manson-Hing Dawn Sherry Das Williams Roger Horton Jim Blakeley Clay Aurell Helene Schneider Gary Mosel SINGLE FAMILY DESIGN BOARD, 2010 UPDATE PLANNING COMMISSION, 2007 Paul R. Zink Berni Bernstein Charmaine Jacobs Bruce Bartlett Glen Deisler Erin Carroll George C. Myers Addison Thompson William Mahan Denise Woolery John C. Jostes Harwood A. White, Jr. Gary Mosel Stella Larson PROJECT STAFF STEERING COMMITTEE Paul Casey, Community Development Director Allied Neighborhood Association: Bettie Weiss, City Planner Dianne Channing, Chair & Joe Guzzardi Jaime Limón, Design Review Supervising Planner City Council: Helene Schneider & Brian Barnwell Heather Baker, Project Planner Planning Commission: Charmaine Jacobs & Bill Mahan Jason Smart, Planning Technician Architectural Board of Review: Richard Six & Bruce Bartlett Tony Boughman, Planning Technician (2009 Update) Historic Landmarks Commission: Vadim Hsu GRAPHIC DESIGN, PHOTOS & ILLUSTRATIONS HISTORIC LANDMARKS COMMISSION, 2007 Alison Grube & Erin Dixon, Graphic Design William R. La Voie Susette Naylor Paul Poirier & Michael David Architects, Illustrations Louise Boucher H. Alexander Pujo Bill Mahan, Illustrations Steve Hausz Robert Adams Linda Jaquez & Kodiak Greenwood, -
The 3D CFD Study of Gliding Swimmer on Passive Hydrodynamics Drag
302 Vol.57, n.2: pp. 302-308, March-April 2014 BRAZILIAN ARCHIVES OF ISSN 1516-8913 Printed in Brazil BIOLOGY AND TECHNOLOGY AN INTERNATIONAL JOURNAL The 3D CFD Study of Gliding Swimmer on Passive Hydrodynamics Drag Vishveshwar Rajendra Mantha 1,2,3 *, Daniel Almeida Marinho 2,4 , Antonio Jose Silva 2,3 and Abel Ilah Rouboa 1,5 1Department of Mechanical Engineering; University of Trás-os-Montes and Alto Douro; Vila Real - Portugal. 2Centre of Research in Sports; Health and Human Development; CIDESD; Vila Real - Portugal. 3Department of Sport Sciences; Exercise and Health; University of Trás-os-Montes and Alto Douro; Vila Real - Portugal. 4Department of Sport Sciences; University of Beira Interior; Covilhã - Portugal. 5Department of Mechanical Engineering and Applied Mechanics; University of Pennsylvania; Philadelphia - USA ABSTRACT The aim of this study was to analyze the effect of depth on the hydrodynamic drag coefficient during the passive underwater gliding after the starts and turns. The swimmer hydrodynamics performance was studied by the application of computational fluid dynamics (CFD) method. The steady-state CFD simulations were performed by the application of k - omega turbulent model and volume of fluid method to obtain two-phase flow around a three- dimensional swimmer model when gliding near water surface and at different depths from the water surface. The simulations were conducted for four different swimming pool size, each with different depth, i.e., 1.0, 1.5, 2.0 and 3.0 m for three different velocities, i.e., 1.5, 2.0 and 2.5 m/s, with swimmer gliding at different depths with intervals of 0.25 m, each starting from the water surface, respectively. -
Portico 511 500 Series Mic Pre with Silk By
Portico 511 500 Series Mic Pre with Silk By: Serial #: Operations Manual PORTICO 511 MIC PRE WITH SILK Thank you for your purchase of the 511: 500 Series Mic Pre with Silk. Everyone at Rupert Neve Designs hope you enjoy using this tool as much as we have enjoyed designing and building it. Please take note of the following list of safety concerns and power requirements before the use of this or any Portico Series product. SAFETY It’s usual to provide a list of “do’s and don’ts” under this heading but mostly these amount to common sense issues. However here are some reminders: Don’t operate your Portico™ module in or around water! Electronic equipment and liquids are not good friends. If any liquid is spilled such as soda, coffee, alcoholic or other drink, the sugars and acids will have a very detrimental effect. Sugar crystals act like little rectifiers and can produce noise (crackles, etc.). SWITCH OFF IMMEDIATELY because once current starts to flow, the mixture hardens, can get very hot (burnt toffee!) and cause permanent and costly damage. Please contact support as soon as possible at [email protected] for resolution. 1) Read these instructions. 2) Keep these instructions. 3) Heed all warnings. 4) Follow all instructions. 5) Do not use this apparatus near water. 6) Clean only with dry cloth. 7) Do not block any ventilation openings. Install in accordance with the manufacturer’s instructions. 8) Do not install near any heat source such as radiators, heat registers, stoves, or other apparatus (including amplifiers) that produce heat. -
ASSESSMENT of the POTENTIAL ROLE of LIVE/WORK DEVELOPMENT in CENTERS
JULY 2004 ASSESSMENT of the POTENTIAL ROLE of LIVE/WORK DEVELOPMENT in CENTERS JULY 2004 ASSESSMENT of the POTENTIAL ROLE of LIVE/WORK DEVELOPMENT in CENTERS Delaware Valley Regional Planning Commission Created in 1965, the Delaware Valley Regional Planning Commission (DVRPC) is an interstate, intercounty and intercity agency that provides continuing, comprehensive and coordinated planning to shape a vision for the future growth of the Delaware Valley region. The region includes Bucks, Chester, Delaware and Montgomery counties, as well as the City of Philadelphia in Pennsylvania and Burlington, Camden, Gloucester and Mercer counties in New Jersey. DVRPC provides technical assistance and services; conducts high priority studies that respond to the requests and demands of member state and local governments; fosters cooperation among various constituents to forge a consensus on diverse regional issues; determines and meets the needs of the private sector; and practices public outreach efforts to promote two-way communication and public awareness of regional issues and the Commission. Our logo is adapted from the official DVRPC seal and is designed as a stylized image of the Delaware Valley. The outer ring symbolizes the region as a whole, while the diagonal bar signifies the Delaware River. The two adjoining crescents represent the Commonwealth of Pennsylvania and the State of New Jersey. DVRPC is funded by a variety of funding sources including federal grants from the U.S. Department of Transportation’s Federal Highway Administration (FHWA) and Federal Transit Administration (FTA), the Pennsylvania and New Jersey departments of transportation, as well as by DVRPC’s state and local member governments. -
Architecture (ARCH) 1
Architecture (ARCH) 1 their architectural use. ARCH 504 Materials and Building Construction ARCHITECTURE (ARCH) II (3) This first-year graduate seminar course will continue to present students with information on fundamental and advanced building ARCH 501: Analysis of Architectural Precedents: Ancient Industrial materials and systems and on construction technologies associated with Revolution their architectural use. Students will also consider the advancements in architectural materials and technologies. It is the second part of 3 Credits a two-semester sequence preceded by ARCH 503. Recurrent course Analysis of architectural precendents from antiquity to the turn of the themes include 1) architecture as a product of culture (wisdom, abilities, twentieth century through methodologies emphasizing research and aspirations), 2) architecture as a product of place (materials, tools, critical inquiry. The 20th century Italian architectural historian and topography, climate), the relationship between architectural appearance theorist Manfredo Tafuri argued that architecture was intrinsically presented and the mode of construction employed, 3) materials and forward-looking and utopian: "project" in both the sense of "a design making as an expression of an idea and 4) the relationship of a building project" and a leap into the future, like "projectile" or "projection." However, whole to a detail. This course is motivated by these concerns: a firm he also argued that architectural history, understood deeply and critically, belief that architects -
MANUFACTURED METAL STAIRS 05513 - 1 Studio 222 Architects, LLC LA Fitness - Rock Hill Project # 14005 Rock Hill, SC Bid Issue - 08/01/2014
Studio 222 Architects, LLC LA Fitness - Rock Hill Project # 14005 Rock Hill, SC Bid Issue - 08/01/2014 SECTION 05513 MANUFACTURED METAL STAIRS PART 1 GENERAL 1.1 SUMMARY A. Section includes: 1. Manufactured steel stair treads and landings. 2. Steel tube railings, balusters, and fittings. 3. Handrails for wall mounting. 1.2 DESIGN REQUIREMENTS A. Design and fabricate stair assembly to support a uniform live load of 100 lb/sq ft with following maximum deflection of stringer and landing framing: 1. Live Load Deflection: 1/360 of span. 2. Total Load Deflection: 1/240 of span. B. Design and fabricate stair treads to support a 300 pound concentrated load at any location. C. Fabricate stair assembly to NAAMM - Metal Stairs Manual. 1. Egress Stairs: Commercial Class. D. Design handrail, guardrail, and attachments to resist forces as required by IBC. Apply loads non-simultaneously to produce maximum stresses. 1. Guard Top Rail and Handrail Concentrated Load: 200 pounds applied at any point in any direction. 2. Intermediate Rails, Panels, and Baluster Concentrated Load: 50 pounds applied to 1 sf area. 3. Intermediate Rails, Panels, and Baluster spaced to produce maximum 4 inch clear opening. 1.3 SUBMITTALS A. Section 01330 - Submittal Procedures: Requirements for submittals. B. Shop Drawings: Signed and sealed by professional engineer. 1. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. 2. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld lengths. C. Design Data: Signed and sealed by professional engineer. 1. Submit design calculations. D. Samples: 1. -
VANKO Studio NOMINAL FEE LETTER ARCHITECTS RE: 88 WAUMBECK STREET SEPTEMBER 9, 2020
VANKO STUDiO NOMINAL FEE LETTER ARCHITECTS RE: 88 WAUMBECK STREET SEPTEMBER 9, 2020 To Whom It May Concern: We request that ISD only charge a nominal fee for intake as this project will undergo full ZBA review prior to proceeding to permit. Should the ZBA has approve the project and construction documents are submitted for permit, the full fee may be assessed at that time. Regards, J. Peter Vanko, AIA, LEED BD+C, NCARB VANKO STUDIO ARCHITECTS, LLC – 407 DUDLEY STREET, SUITE 8 – BOSTON, MA 02119 – 617.502.1120 – WWW.VANKOSTUDIO.COM 8 8 K J I H G F E D C B A ABBREVIATIONS A/C AIR CONDITIONING CT CERAMIC TILE GD GRADE, GRADING N NORTH SPEC SPECIFICATION AB ANCHOR BOLT CTR COUNTER GKT GASKET (ED) NAT NATURAL SQ SQUARE ABV ABOVE CUH CABINET UNIT HEATER GL GLASS, GLAZING NIC NOT IN CONTRACT SST STAINLESS STEEL VANKO AC ACOUSTICAL CW COLD WATER GLB GLASS BLOCK N0,# NUMBER STD STANDARD ACC ACCESS CY CUBIC YARD GLCOM GLAZING COMPOUND NOM NOMINAL STL STEEL ACFL ACCESS FLOOR GLF GLASS FIBER NRC NOISE REDUCTION STR STRUCTURAL STUDiO ACPL ACOUSTICAL PLASTER D DRAIN GLV GALVANIZED COEFFICIENT SURF SURFACE ACT ACOUSTIC CEILING TILE DA DOUBLE-ACTING GRL GRILLE NTS NOT TO SCALE SUSP SUSPENDED ARCHITECTS AD AREA DRAIN DEM DEMOLISH, DEMOLITION GRN GRANITE SYM SYMMETRY (ICAL) ADD ADDENDUM DEP DEPRESSED GSS GALVANIZED STEEL SHEET OA OVERALL SYN SYNTHETIC 407 DUDLEY STREET, SUITE #8 ADJ ADJACENT DH DOUBLE HUNG GST GLAZED STRUCTURAL TILE OC ON CENTER (S) SYS SYSTEM ADJT ADJUSTABLE DIA DIAMETER GT GROUT OD OUTSIDE DIAMETER BOSTON, MA 02119 A/E ARCHITECT/ENGINEER -
Islamic Domes of Crossed-Arches: Origin, Geometry and Structural Behavior
Islamic domes of crossed-arches: Origin, geometry and structural behavior P. Fuentes and S. Huerta Polytechnic University of Madrid, Spain ABSTRACT: Crossed-arch domes are one of the earliest types of ribbed vaults. In them the ribs are intertwined forming polygons. The earliest known vaults of this type are found in the Great Mosque of Córdoba in Spain built in the mid 10th century, though the type appeared later in places as far as Armenia or Persia. This has generated a debate on their possible origin; a historical outline is given and the different hypotheses are discussed. Geometry is a fundamental part and the different patterns are examined. Though geometry has been thoroughly studied in Hispanic-Muslim decoration, the geometry of domes has very rarely been considered. The geometrical patterns in plan will be examined and afterwards, the geometric problems of passing from the plan to the three-dimensional space will be considered. Finally, a discussion about the possible structural behaviour of these domes is sketched. Crossed-arch domes are a singular type of ribbed vaults. Their characteristic feature is that the ribs that form the vault are intertwined, forming polygons or stars, leaving an empty space in the centre. The fact that the earliest known vaults of this type are found in the Great Mosque of Córdoba, built in the mid 10th century, has generated a debate on their possible origin. The thesis that appears to have most support is that of the eastern origin. This article describes the different hypothesis, to then proceed with a discussion of the geometry. -
Dome Construction
DOME CONSTRUCTION For further information on dome construction Application of Domes: Blue mosque, XVIth century – Istanbul, Turkey Please contact: ( Æ 23.50 m, 43 m high) n Plain masonry built with blocks or bricks n Floors for multi-storey buildings, they can be leveled flat n Roofs, they can be left like that and they will be waterproofed UNITED NATIONS CENTRE n Earthquakes zones, they can be used with a reinforced ringbeam FOR HUMAN SETTLEMENTS They are Built Free Spanning: (UNCHS - HABITAT) n It means that they are built without form n This way is also called the Nubian technique PO Box 30030, Nairobi, KENYA Timber Saving: Phone: (254-2) 621234 n Domes are built with bricks and blocks (rarely with stones) Fax: (254-2) 624265 Variety of Plans and Shapes: E-mail: [email protected] Treasure of Atreus – Tomb of Agamemnon (Æ +/- 18m) n Domes can be built on round, square, rectangular rooms, etc. Mycene, Greece (+/- 1500 BC) n They allow a wider variety of shapes than vaults AUROVILLE BUILDING CENTRE Stability Study: (AVBC / EARTH UNIT) n The shape of a dome is crucial for stability, and a stability study is Office, often needed. Be careful, a wrong shape will collapse Auroshilpam, Auroville - 605 101 Dhyanalingam Temple – Coimbatore, India Auroville, India elliptical section ( Æ 22.16 m, 9.85 m high) (3.63 m side, Need of Skilled Masons: Tamil Nadu, INDIA 0.60 m rise) n Building a dome requires trained masons. Never improvise when Phone: +91 (0)413-622277 / 622168 building domes, ask advice from skilled people Fax: +91 (0)413-622057 -
Accessory Structures Residential
ACCESSORY STRUCTURES (RESIDENTIAL) This handout covers requirements relating to detached structures accessory to residential uses in the R- 0, R-1, R-1.5, R-1.7/PD, R-2 residential zoning districts, and DSP Blocks 8-12 and Block 17. For additional information, see SMC 19.40. Planning and Building permits may be required to promote attractive and safe neighborhoods. PLANNING DIVISION REQUIREMENTS TYPES OF ACCESSORY STRUCTURES DESIGN REVIEW • Deck. A roofless, floored structure, with or without a railing. All buildings greater • Detached habitable spaces. An accessory structure which is detached from the than 120 sq. ft. shall main structure and meets the minimum requirements of the building code for be compatible in human occupancy, such as an office, artist’s studio, or game room. If a detached exterior appearance habitable space has cooking and/or eating facilities, it is regulated as an accessory with the principal dwelling unit and must comply with development standards in the Sunnyvale structure on the Municipal Code section 19.68. premises. • Detached required parking. An accessory structure which is detached from the main structure and is designed to meet the parking requirements for the property. Garages or carports that are not intended to meet required parking are classified PERMIT TYPES as utility buildings (see below). A Miscellaneous Plan • Open garden feature. An accessory structure which does not have solid walls, is Permit (MPP) less than 50% covered, and is primarily intended as a decorative garden feature. application does not Garden features which are 50% covered or more are classified as utility buildings. require a public • Open outdoor equipment. -
SOHO Design in the Near Future
Rochester Institute of Technology RIT Scholar Works Theses 12-2005 SOHO design in the near future SooJung Lee Follow this and additional works at: https://scholarworks.rit.edu/theses Recommended Citation Lee, SooJung, "SOHO design in the near future" (2005). Thesis. Rochester Institute of Technology. Accessed from This Thesis is brought to you for free and open access by RIT Scholar Works. It has been accepted for inclusion in Theses by an authorized administrator of RIT Scholar Works. For more information, please contact [email protected]. Rochester Institute of Technology A thesis Submitted to the Faculty of The College of Imaging Arts and Sciences In Candidacy for the Degree of Master of Fine Arts SOHO Design in the near future By SooJung Lee Dec. 2005 Approvals Chief Advisor: David Morgan David Morgan Date Associate Advisor: Nancy Chwiecko Nancy Chwiecko Date S z/ -tJ.b Associate Advisor: Stan Rickel Stan Rickel School Chairperson: Patti Lachance Patti Lachance Date 3 -..,2,2' Ob I, SooJung Lee, hereby grant permission to the Wallace Memorial Library of RIT to reproduce my thesis in whole or in part. Any reproduction will not be for commercial use or profit. Signature SooJung Lee Date __3....:....V_6-'-/_o_6 ____ _ Special thanks to Prof. David Morgan, Prof. Stan Rickel and Prof. Nancy Chwiecko - my amazing professors who always trust and encourage me sincerity but sometimes make me confused or surprised for leading me into better way for three years. Prof. Chan hong Min and Prof. Kwanbae Kim - who introduced me about the attractive