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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 -
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. -
Roof and Gutter De-Icing Cable
ROOF AND GUTTER DE-ICING CABLE Design and Installation Guide Industrial Residential CommeWhat are Ice Dams? How Ice Dams are formed 1 Rising heat from the house melts the blanket of snow and ice on the roof from the bottom up, sending water trickling down the roof. 2 When water arrives at the cold eaves, it refreezes and forms a dam, preventing drainage. 3 Water is trapped behind the dam and backs up under the shingles. 4 The melted water can leak into the house through the windows or ceiling Snowmelt Principles and Application: Electrical Heat Trace Cable is intended to provide drain paths for the melted or flowing water to be carried away from the roof, gutters, and down spouts. This system is not intended to provide a snow free surface. Roofs in General Sun and building heat combine to melt accumulated snow at the roof/snow interface. Snow is porous and allows water to flow. Ice is not porous and will trap water. Water will flow as long as the roof surface stays above freezing. When the water runs to the roof edge it freezes, starting an “ice dam” that continues to grow and trap more water, leading to leakage problems. The objective of a snowmelt system is to ensure the water is drained off and not allowed to freeze at the roof edge forming a dam. Gutter Damage from Ice The water that enters into your rain gutters can freeze and build up an enormous amount of weight many times causing water to leak into soffits and entering into the building. -
Flat Roof Design Guide
FLAT ROOF DESIGN CONSIDERATIONS CONTENTS 1 Flat Roof Construction Types 04 2 Insulation and Condensation 06 3 Deck Types 07 4 Fire Protection 08 5 Wind Load Design 09 6 Falls and Drainage 10 7 Locating Equipment 11 8 Safe Access 12 Refurbishment Roofs 9 Assessing Requirements 13 10 Improving Drainage Falls 14 11 Improving Thermal Properties 15 03 bauder.co.uk 1 FLAT ROOF CONSTRUCTION TYPES Thermal Design Thermal design is concerned with the flow of both heat and water vapour through the roof construction and their subsequent effect on the performance of the roof and the various components in the system. The designer therefore needs to consider the amount of insulation required to control both heat loss and condensation. In the case of a flat roof, insulation is usually in the form of either a rigid board above the deck, or a fibrous quilt immediately above the ceiling, depending on the type of roof construction. There are three main recognised designs of flat roof construction; warm, cold and inverted. Manchester University Warm Roof In a warm roof construction the principal thermal insulation 1 layer is located above the structural decking, resulting in the structural deck and support structure being at a 2 temperature close to that of the interior of the building. It is necessary to incorporate a vapour control layer beneath 3 the insulation in order to prevent moisture vapour being 4 forced into the insulation through thermal pressure from within the building. The waterproofing membranes are placed over the insulation to completely encapsulate it. 5 7 There is no requirement for roof void ventilation, and cold bridging through the system is easier to eliminate because 6 there are no interruptions from the structural supports as there is in a cold roof construction. -
The Householder's Guide to Flat Roofing
THE HOUSEHOLDER’S GUIDE TO FLAT ROOFING CONTENTS INTRODUCTION 2 BASIC DESIGN 3 WARM AND COLD ROOFS 3 ESSENTIALS FOR A SUCCESSFUL FLAT ROOF 4 MAINTENANCE 5 INSPECTION CHECKLIST 5 WILL A REPAIR BE SUFFICIENT? 6 RE-ROOFING – THE OPTIONS 6 CHOOSING THE RIGHT MATERIALS 7 FOR THE STRUCTURAL DECK 7 FOR THE VAPOUR CONTROL LAYERS 7 FOR THE INSULATION MATERIALS 8 WATERPROOF COVERING 9 REINFORCED BITUMEN MEMBRANES (RBM) 9 SINGLE PLY 10 LIQUID APPLIED SYSTEMS 11 FINDING A CONTRACTOR 13 OBTAINING QUOTATIONS 13 BEFORE THE WORK STARTS 13 GUARANTEES 14 FURTHER INFORMATION 15 Every effort has been made to ensure the accuracy of the information in this publication. The National Federation of Roofing Contractors (NFRC), Single Ply Roofing Association (SPRA) and the Liquid Roofing and Waterproofing Association (LRWA) have not verified the information by independent testing nor has any control over the circumstances in which it will be used. They, their officers, employees or members cannot therefore accept any liability arising out of its use. INTRODUCTION This guide has been produced by the Industry for Householder’s with minimal roofing knowledge. By providing information on the design, materials, construction and maintenance of successful flat roofs; we hope it will assist to a satisfactory roof renewal. Traditionally, domestic flat roofs use two or more built up layers of bituminous felt as their weather proofing. Liquid applied systems such as glass fibre were introduced and are now quite widely used. Single Ply membranes are also used but are particularly suitable for larger roofs. Bitumen membranes are still the most used system and are of much higher quality than those used in previous decades and are now known as Reinforced Bitumen Membranes (RBM). -
2013 Update and Boundary Increase Nomination
NPS Form 10-900 OMB No. 1024-0018 (Expires 5/31/2012) United States Department of the Interior National Park Service National Register of Historic Places Registration Form This form is for use in nominating or requesting determinations for individual properties and districts. See instructions in National Register Bulletin, How to Complete the National Register of Historic Places Registration Form. If any item does not apply to the property being documented, enter "N/A" for "not applicable." For functions, architectural classification, materials, and areas of significance, enter only categories and subcategories from the instructions. Place additional certification comments, entries, and narrative items on continuation sheets if needed (NPS Form 10-900a). 1. Name of Property historic name Fort Monroe (2013 Update and Boundary Increase) other names/site number VDHR #114-0002 2. Location street & number At the intersection of Mercury Boulevard and Mellon Street not for publication city or town Fort Monroe vicinity state Virginia code 51 county Hampton (Ind. City) code 650 zip code 23651 3. State/Federal Agency Certification As the designated authority under the National Historic Preservation Act, as amended, I hereby certify that this x nomination request for determination of eligibility meets the documentation standards for registering properties in the National Register of Historic Places and meets the procedural and professional requirements set forth in 36 CFR Part 60. In my opinion, the property x meets does not meet the National Register Criteria. I recommend that this property be considered significant at the following level(s) of significance: x national statewide local ____________________________________ Signature of certifying official Date ____________ ____________________________________ ________________________________________ __ Title State or Federal agency/bureau or Tribal Government In my opinion, the property meets does not meet the National Register criteria. -
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 -
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 -
Study on Flat Roofing Systems
45 Journal of Advanced Sciences and Engineering Technologies Vol. 1, No.2 (2018) ISSN: 2617-2070(Print) ;2617-2070 (Online) Journal of Advanced Sciences and Engineering Technologies Available online at: http://www.isnra.com/ojs/index.php/JASET/ Invest Bassam Abu Awwad 1 Manal O. Suliman2 Study on Flat Roofing Systems 1Department Of Architecture, College of Engineering, Jaresh University-Jaresh- Jordan *E-mail of the corresponding authors: [email protected] , 2 Civil Engineering Department, College of ABSTRACT Engineering, Jerash University, Jerash, Jordan * E-mail [email protected] Keywords: In many Buildings, the roof is a major element that gives Journal of Advanced Sciences and Engineering Technologies the Building its distinctive profile .The main purpose of a Flat roof roof is to protect the Building or the house in all types of Green Roof weather with a minimum of maintenance .a roof must Be Unventilated roof Ventilated roof strong to with stand snow and wind loads. Another consideration is appearance .a roof should add to the ARTICLE INFO attractiveness of the Building roof styles are used to create different architectural effects. This paper reports Article history: a study on flat roof systems include the layers of Received 01 august 2018 Accepted 20 august2018 structural elements of the roof, types of finish used, AvailaBle online 10 OctoBer 2018 flashing, roof edging, drainage, and other details associated with the roof. Journal of Advanced Sciences and Engineering Technologies DOI: https://doi.org/10.32441/jaset.v1i2.120 © 2018 JASET, International Scholars and Researchers Association 46 Bassam Abu Awwad. et al.. / Journal of Advanced Sciences and Engineering Technologies Introduction Layers of Structural Elements The roof is a system that separates the Flat roofs can have various functional layers building's top floor from the outdoor matched to each other. -
Flat Roof Systems
DELTA® protects property. Saves energy. Creates comfort. Flat Green Roof Systems for Gardens, Terraces, Walkways & Parking Planning information PREMIUM QUALITY Dörken – leading through competence. For more than 100 years. Developed from innovative ideas and manufactured in leading-edge produc- tion facilities, the top-quality products made by Dörken GmbH & Co. KG for foundation protection, waterproofing, and drainage set standards for reliability, durability, and energy conservation. Located in the Westphalian town of Herdecke, the company traditionally offers its clients top-quality products and customised solutions. Having lived ELTA® Q up to this standard for more than D U D A 100 years, Dörken is and will always L E I T T be a powerful partner for planners, Y S dealers, and craftsmen. E T conform to EN 13252 PREMIUM QUALITY ■ 2 Table of contents ■ Flat roofs offer a wealth of new design options 4 ■ More quality of life: green roofs are ‘in’ 6 ■ Green roofs made to measure: extensive or intensive 7 ■ Configuration of extensive/intensive green roofs 8 ■ DELTA®-TERRAXX in extensive green roofs 10 ■ DELTA®-TERRAXX in intensive green roofs 12 ■ DELTA®-FLORAXX TOP in warm roofs with extensive/intensive herbaceous covers 14 ■ DELTA®-FLORAXX TOP in inverted roofs with extensive/intensive herbaceous covers 16 ■ Walkable/drivable roof deck constructions 18 ■ DELTA®-TERRAXX in walkable roof decks 20 ■ DELTA®-TERRAXX in drivable roof decks 22 ■ DELTA®-FLORAXX in walkable inverted roofs 24 ■ DELTA®-FLORAXX in drivable inverted roofs 26 ■ Technical data 28 ■ Which DELTA®-System fits what application? 29 ■ Overview of technical detail solutions 30 3 ■ Flat roofs offer a wealth of new design options Inverted roofs – a special case Unlike conventional flat roofs, the arrange- ment of component layers is turned upside down in inverted roofs. -
Illustrated Guide R30+ Effective Vaulted & Flat Roofs in Residential
Illustrated Guide R30+ Effective Vaulted & Flat Roofs in Residential Construction in British Columbia BC Housing’s Research Centre works in collaboration with housing sector partners to foster excellence in residential construction and find innovative solutions for affordable housing in British Columbia. Sharing leading-edge research, advances in building science, and new technologies encourages best practice. The Research Centre identifies and bridges research gaps to address homelessness, housing affordability, social housing challenges and the needs of distinct populations. Mobilizing knowledge and research expertise helps improve the quality of housing and leads to innovation and adoption of new construction techniques, Building Code changes, and enhanced education and training programs. Learn more about the Research Centre at www.bchousing.org. Sign up to receive the latest news and updates at www.bchousing.org/subscribe. Copyright © 2019, all rights reserved. BC Housing 1701 – 4555 Kingsway Burnaby, British Columbia V5H 4V8 Canada To purchase printed copies of this guide, order online at: www.crownpub.bc.ca Product/Material No: 7680003588 For more information contact: Crown Publications, Queen’s Printer Toll Free: 1 800 663-6105 Email: [email protected] ii Illustrated Guide - R30+ Effective Vaulted & Flat Roof Assemblies in Residential Construction in British Columbia © BC Housing Preface Preface This guide was funded by BC Housing, the City of Vancouver, the City of New Westminster, the Canadian Wood Council, the Roofing Contractors Association of BC, and the Forestry Innovation Investment, and was prepared by RDH Building Science and Morrison Hershfield. Acknowledgment is extended to all those who participated in this project as part of the project team or as external reviewers. -
Juneau Townsite Historic Building Survey Summary Statement
E JUNEAU o SITE I TORI BUILDIN URVEY CITY AND BOROUGH OF JUNEAU, ALASKA SEPTEMBER 1988 John Olds House t 1903 Davis House 1,18941 8-9 8-10 \ J.M.Davis House 1893 8-29 t St. Nichola. Ru••ian Orthodox Church 1893-1894 Davis House 3,1894 8-6 8-36 Jaeger HouH,1912 St. Ann'. CompJex B-32 1890-1918 B-31 WllllamalUvte DeVighnelOapcMch HOUH ,1913 Circa 1901 B-1 8-71 MI••ion Presbyterian Church 1 BI.hop/Coon AptL Christian Science Church CIrca 1915 (before move) 1906 B-2 B-18 WiUlama/Scy HOUH,1913 PHOTO CREDIT 8-72 JUNEAU TOWNSITE-CIRCA 1913 Scothorn Collection peA 31-25 Alaska State Library ACKNOilLEDGEMENTS This publication was prepared by the City and Borough of Juneau, Departrnent of Community Development with consultants Glenda Choate and Gary H. Gillette, Architect. It was financed in part with federal funds from the National Park Service, Department of the Interior administered through the Office of 'History and Archeology, Alaska Department of i~atural Resources. However the contents and opinions do not necessarily reflect the views or policies of the Department of the Interior, nor does the mention of trade names or commercial products constitute its endorsement or recommendation. City and Borough of Juneau, Alaska Department of Community Development Karen Boorman, Director Gabrielle E. LaRoche, Project Manager Jeanette st. George, cartographer Patricia L. Ward, Planner Aide Yvonne L. Davis, Secretary Historic District Advisory Corrunittee Jody Vick, Chairman f1erle Bottge Gerald H. Clark Robert N. DeArmond Gary H. Gillette Jay Johnson Rich Poor Glenda Choate, Historian Archivist Gary H.