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Door/Window Sensor DMWD1
Always Connected. Always Covered. Door/Window Sensor DMWD1 User Manual Preface As this is the full User Manual, a working knowledge of Z-Wave automation terminology and concepts will be assumed. If you are a basic user, please visit www.domeha.com for instructions. This manual will provide in-depth technical information about the Door/Window Sensor, especially in regards to its compli- ance to the Z-Wave standard (such as compatible Command Classes, Associa- tion Group capabilities, special features, and other information) that will help you maximize the utility of this product in your system. Door/Window Sensor Advanced User Manual Page 2 Preface Table of Contents Preface ................................................................................................................................. 2 Description & Features ..................................................................................................... 4 Specifications ..................................................................................................................... 5 Physical Characteristics ................................................................................................... 6 Inclusion & Exclusion ........................................................................................................ 7 Factory Reset & Misc. Functions ..................................................................................... 8 Physical Installation ......................................................................................................... -
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 -
Replacement Windows to Rooms Other Than Those Above Must Provide Ventilation of Not Less Than That REPLACEMENT Provided by the Original Windows
Replacement windows to rooms other than those above must provide ventilation of not less than that REPLACEMENT provided by the original windows. WINDOWS (1 & 2 storey houses) 3. SAFETY FROM COLLISION This leaflet is designed to help you if you are Windows must not open over footpaths or any intending to replace windows in your home. There place to which the public has access, where they is no need to obtain a building warrant for these could form a hazard or obstruction. replacements, but the work you undertake must meet the requirements of the building regulations. 4. SAFETY GLASS The guidance in this leaflet will explain one way that this can be achieved but it is acceptable not to Glazing which is less than 800 mm above the floor follow this guidance as there are other ways of must be toughened or laminated. Alternatively, a meeting the building regulations. permanent barrier could be installed as described in item 7 below. This leaflet does not cover houses which have a floor level higher than 4.5 m above outside ground 5. MANUAL CONTROLS (eg HANDLES) level, and does not apply to flats or maisonettes. The guidance does not cover more complex work, The openable window or rooflight that provides such as where you intend to alter the structural natural ventilation should have controls for opening opening size in a wall. Such work will require a positioned at least 350mm from any internal corner, warrant and you should check with the Building projecting wall or similar obstruction and at a height Standards Department. -
FEMA P-361, Safe Rooms for Tornadoes And
Safe Rooms for Tornadoes and Hurricanes Guidance for Community and Residential Safe Rooms FEMA P-361, Third Edition / March 2015 All illustrations in this document were created by FEMA or a FEMA contractor unless otherwise noted. All photographs in this document are public domain or taken by FEMA or a FEMA contractor, unless otherwise noted. Portions of this publication reproduce excerpts from the 2014 ICC/NSSA Standard for the Design and Construction of Storm Shelters (ICC 500), International Code Council, Inc., Washington, D.C. Reproduced with permission. All rights reserved. www.iccsafe.org Any opinions, findings, conclusions, or recommendations expressed in this publication do not necessarily reflect the views of FEMA. Additionally, neither FEMA nor any of its employees makes any warrantee, expressed or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, product, or process included in this publication. Users of information contained in this publication assume all liability arising from such use. Safe Rooms for Tornadoes and Hurricanes Guidance for Community and Residential Safe Rooms FEMA P-361, Third Edition / March 2015 Preface ederal Emergency Management Agency (FEMA) publications presenting design and construction guidance for both residential and community safe rooms have been available since 1998. Since that time, thousands Fof safe rooms have been built, and a growing number of these safe rooms have already saved lives in actual events. There has not been a single reported failure of a safe room constructed to FEMA criteria. Nevertheless, FEMA has modified its Recommended Criteria as a result of post-disaster investigations into the performance of safe rooms and storm shelters after tornadoes and hurricanes. -
Window/Door Replacement Checklist and Schedule 2017 Florida Building Code
TOWN OF SEWALL’S POINT BUILDING DEPARTMENT One S. Sewall’s Point Road Sewall’s Point, Florida 34996 Tel 772-287-2455 Fax 772-2204765 WINDOW/DOOR REPLACEMENT CHECKLIST AND SCHEDULE 2017 FLORIDA BUILDING CODE A document review will be performed on the following items prior to the submittal of a permit application. Failure to submit these items will result in the application package returned to the applicant until the deficient documents are included. This review sheet must accompany the application submittal. Please make sure you have ALL required copies before submitting permit application ____ _ 1 Copy Completed Permit Application ____ _ 1 Copy Window/Door Schedule ____ _ 1 Copy Manufacturer’s Florida Product Approval and Specifications ____ _ 1 Copy Floor Plan Sketch – Show location & ID number of each window/door. Must match window/door schedule. PLEASE NOTE: WINDOWS AND DOOR REPLACEMENT MUST COMPLY WITH 2017 FBC – EXISTING BUILDING 604.1 ALL NEW WINDOWS AND/OR DOORS WITH GLAZING MUST HAVE IMPACT PROTECTION (SHUTTERS OR IMPACT GLASS). IF SHUTTERS ARE USED, A SEPARATE SHUTTER PERMIT MUST BE ISSUED PRIOR TO FINAL INSPECTION OF THE WINDOW/DOOR REPLACEMENT PERMIT. PARTIAL WINDOW OR GLAZED DOOR REPLACEMENT THAT REPRESENTS LESS THAN 25% OF THE TOTAL GLAZED AREA OVER A 12 MONTH PERIOD IS EXEMPT FROM IMPACT PROTECTION REQUIREMENTS. Town of Sewall’s Point Date: ____________________ BUILDING PERMIT APPLICATION Permit Number: ________________ OWNER/LESSEE NAME: _________________________________________ Phone (Day) __________________ (Fax) ___________________ -
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. -
Wellcraft Egress Window Systems Brochure
Wellcraft Egress Wells & Windows Protecting Families with Egress Code Compliance Wellcraft offers an innovative range of complete egress systems that beautify and brighten a basement while ensuring safety and code compliance. The enhanced safety features are combined with superior durability and unique style. Our wells, well covers and windows keep their integrity without any routine maintenance required. Critical Safety Our systems provide code-compliant ingress – a fireman’s friend and a family’s vital safety net. Fire can spread through a home in as little as two minutes. These access points are sized to allow easy basement entry by a fully-equipped firefight- er who may need to rescue adults or children who cannot escape fire danger on their own. Wellcraft Egress Systems meet the legal requirements of the 2012 IRC – International Residential Code (section R310). 2 No Maintenance The high-quality construction of Wellcraft wells features durable, UV-protected polyethylene. Designed to deliver low-maintenance durability, Wellcraft wells are crafted from poly- ethylene with UV inhibitors to offer superior weathering capabilities. This tough material resists impacts and abrasions, and also rusting, cracking and fading – all backed by a limited lifetime warranty. Beautifying Your Home Basement living areas add significant livable space and value to a home. Whether your basement design features one or more bedrooms, a home office, home theater or play room, Wellcraft provides a beautiful touch. Our systems enhance the quality of these spaces by delivering fresh air and sunlight, creating a more comfortable and open feel. 3 Code-Compliant Wells 5600 Modular Well 2060 Single Unit Well Offers modular locking sections with an attractive Designed for use with up to 4-foot wide egress maintenance free design. -
Emergency Escape Window 1 & 2 Family Dwellings and Attached Single Family Dwellings
Community Development Department 4001 West River Parkway, Suite 100 Rochester, MN 55901-7090 Phone: 507-328-2600 Email: [email protected] www.rochestermn.gov/departments/building-safety Emergency Escape Window 1 & 2 Family Dwellings and Attached Single Family Dwellings Based on the 2020 Minnesota State Building Code MR = Minnesota State Building Code extracted from 2020 Minnesota Rules IRC = International Residential Code NEC = National Electrical Code 01_2021 WINDOW FALL PROTECTION IRC SECTION 312.2 In dwelling units, where the lowest part of the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the window opening shall be a minimum of 36 inches above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow passage of a 4-inch diameter sphere where such openings are located within 36 inches of the finished floor. Exceptions: 1. Windows with openings that will not allow a 4-inch diameter sphere to pass through the opening when the window is in its largest opened position. 2. Openings that are provided with window fall protection devices that comply with ASTM F2090. 3. Windows that are provided with window opening control devices that comply with Section R312.2.2. This device shall not reduce the minimum net clear opening area of the window unit to less than the area requirement in Section R310.1.1 (Egress windows). 4. Replacement windows. 01_2021 Emergency Escape & Rescue Openings Permit Requirements: Building permits are required for all new and replacement emergency escape and rescue openings Replacement windows shall meet the requirements of the 2020 Minnesota State Building Code which adopts and amends the 2018 International Residential Code. -
Types of Foundations
Lecture Note COSC 421 1 (M.E. Haque) TYPES OF FOUNDATIONS Foundation Systems Shallow Foundation Deep Foundation Pile Foundation Pier (Caisson) Foundation Isolated spread Wall footings Combined Cantilever or footings footings strap footings Raft or Mat foundation Lecture Note COSC 421 2 (M.E. Haque) Shallow Foundations – are usually located no more than 6 ft below the lowest finished floor. A shallow foundation system generally used when (1) the soil close the ground surface has sufficient bearing capacity, and (2) underlying weaker strata do not result in undue settlement. The shallow foundations are commonly used most economical foundation systems. Footings are structural elements, which transfer loads to the soil from columns, walls or lateral loads from earth retaining structures. In order to transfer these loads properly to the soil, footings must be design to • Prevent excessive settlement • Minimize differential settlement, and • Provide adequate safety against overturning and sliding. Types of Footings Column Footing Isolated spread footings under individual columns. These can be square, rectangular, or circular. Lecture Note COSC 421 3 (M.E. Haque) Wall Footing Wall footing is a continuous slab strip along the length of wall. Lecture Note COSC 421 4 (M.E. Haque) Columns Footing Combined Footing Property line Combined footings support two or more columns. These can be rectangular or trapezoidal plan. Lecture Note COSC 421 5 (M.E. Haque) Property line Cantilever or strap footings: These are similar to combined footings, except that the footings under columns are built independently, and are joined by strap beam. Lecture Note COSC 421 6 (M.E. Haque) Columns Footing Mat or Raft Raft or Mat foundation: This is a large continuous footing supporting all the columns of the structure. -
City of Glendale Window Replacement Information and Submittal Requirements General Information • Do Not Buy Or Install Any Windows Before You Get a Permit!
City of Glendale Window Replacement Information and Submittal Requirements General Information • Do not buy or install any windows before you get a permit! • A building permit is required for all window replacements in Glendale at all types of buildings (residential, commercial, etc.). • Windows installed without a permit may need to be removed and replaced with appropriate windows. In addition, fees are doubled for work performed without permit. • The design of the windows you propose will be reviewed by Planning Division staff as part of the permit process This design review applies only to window openings that are visible from the street - usually just the front of the building and the visible parts of the sides. • Window replacements that are not visible still require a building permit. • For houses, apartments, and condominiums, staff uses the Draft Design Guidelines for Residential Window Replacement. Proposals that meet the Guidelines can be approved by staff “over the counter.” Any proposal that cannot be modified to meet the Draft Guidelines must be considered by the Design Review Board. Non-residential buildings are reviewed on a case-by-case basis. • Find the Draft Guidelines at: http://www.glendaleca.gov/planning/CounterForms/WindowReplacement/DraftWindowReplacementGuidelines.pdf • These guidelines do not apply to properties listed on the Glendale Register or located in designated historic districts - contact the Historic Preservation Planner at (818) 548-2140 for more information. • New windows must also meet specific energy efficiency guidelines (see page 3). Submittal Requirements • To get a building permit to replace windows, come to the Glendale Permit Services Center at the Glendale Municipal Services Building - 633 E. -
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 -
Marina Bay Sands Hotel Arch 631 Kayla Brittany Maria Michelle Overall Information
Marina Bay Sands Hotel Arch 631 Kayla Brittany Maria Michelle Overall Information Location: Singapore Date of Completion: 2010 Cost: $5.7 billion Architect: Moshe Safdie Executive Architect: Aedas, Pte Ltd. Structural Engineer: Arup Landscape Architects: Peter Walker and Partners Landscape Architects Height: 57 Stories (197 m, 640 ft) Design Concept • General parameters of the design were • EXPLORE (new living and lifestyle options) • EXCHANGE (new business ideas) • ENTERTAIN (rich cultural experiences) • 55 Stories of hotel • Garden on top of 1 hectare • 150 m (492 ft) infinity pool • Primary driving element of design was the need for a continuous atrium running along all three towers • Tapering of the building was then conceived Foundation Design • Built on reclaimed land • http://vimeo.com/18140 564 • Layers • Deepest layer is stiff-to-hard Old Alluvium (OA) • Middle layer (5m- 35m thick) is Kallang Formation made of deep soft clay marine deposits with some firm clay and medium dense sand of fluvial origin mixed in • Top layer (12m-15m thick) is sand infill Old Alluvium (OA) Layer • Used a forest of barrettes and 1m-3m diameter bored piles • Average excavation depth was 20m • 2.8 cubed Mm of fill and marine clay taken from site Cofferdams • Diaphragm walls used for minimum strutting • 5 reinforced concrete cofferdams – Circular • 2-120m diameter • 1-103 diameter – Peanut shaped (twin-celled) • 75m diameter – Semi-circular • 65m radius • Each was a dry enclosure – Construction carried out without need for conventional temporary support