Mitigation Actions

Total Page:16

File Type:pdf, Size:1020Kb

Mitigation Actions CoGen Plant: MITIGATION ACTIONS Item Damage Recommended Probable Priority no. Component Vulnerability Potential Mitigation Action Cost 1 to 3 Schedule regular inspection, Roof Remaining roof systems at Proactive inspection, maintenance, repair, and Moderate maintenance, and timely ‐ n/a ‐ RV4 each building replacement are required. 1 replacement of roof systems. Five aerials and two small monitoring units are Upgrade mounts at aerials and Roof Boiler bldg, aerials and mounted to the roof‐edge handrails with Low small equipment that is mounted $2,000 RV6 light equipment inadequate or corroded mounts. High winds will 1 to rails. detach this equipment. Install an aditional guy wire and The guyed stack is missing a guy wire on the west Roof Boiler 8 bldg, large guy anchor at west side of stack. side, making it vulnerable to high winds from the Moderate $7,000 RV7 stainless stack Installation will require new 1 west. framing for guy anchor. Install guy wires and guy anchors The large ducts lack guy wires on the west side, Roof Large ducts at Boiler 8, at west side of ducts. Installation making them vulnerable to high winds from the Moderate $15,000 RV8 lower level will require new framing for guy 1 west. anchors. Tall square ducts can be rocked by hand, and have Rework and upgrade base Roof Tall square vents at Boiler under‐deck mounts that are not rigid. They are Moderate attachments, or add guy wires to $12,000 RV9 8 upper level 1 vulnerable to being toppled by high winds. support upper part of vent stack. Study Only: Engineering or architectural study to wind load The curtain walls are well‐built and in good Glass and aluminum capacity of existing glass and condition, but were designed under a more lenient Cladg panels at curtain wall, aluminum panels, compare to Code. Due to the vast extent of glass on these large High $45,000 CV2 new Boiler & Turbine current Code requirements, 1 buildings, it is prudent to check their resistance to buildings estimate cost of upgraded panels, blow‐out in high winds. and determine cost/ benefit of upgrading panels. Inspect site for loose debris or High winds may drive unsecured items stored at Site Stored items and site unsecured stored items; haul off the site and miscellaneous debris into building Moderate ‐ n/a ‐ SV1 debris debris and tie down stored 1 exits or vehicle lanes, blocking them. materials. 109 Vehicle access is currently limited to two narrow As construction project is routes from Cameron at the northwest, and one completed at northeast part of Site Access drives onto Cogen very narrow route across the south of the site. High site, complete the vehicle entry ‐ n/a ‐ SV2 site 1 Windstorms or other events could readily block drives onto the site from the east vehicle access to the east half of the site. side. The age and condition of the interlocking pavers Roof New Boiler bldg, and thermoplastic membrane roof system make High Replace the roof systems. $540,000 RV2 thermoplastic roof these roof sections vulnerable to tear‐off in high 2 winds. Turbine bldg, paver The age and condition of the interlocking pavers Roof system with modified make these roof sections vulnerable to tear‐off in High Replace the paver system. $135,000 RV3 2 bitumen membrane high winds. The loose roof ballast at the Boiler 8 building may During next re‐roof, use roof Cladg Glass panels at new Boiler be blown off during very high winds and break Moderate system that does not require ‐ n/a ‐ CV3 & Turbine buildings glass curtain wall panels at the new Boiler and 2 loose ballst rock. Turbine buildings. Roof‐top equipment or wall panels lost to high Site Roof‐top equipment, wall See mitigation steps for RV7, RV8, winds may block the limited vehicle lanes at the Moderate ‐ n/a ‐ SV3 panels, curtain wall parts RV9, and CV1. 2 site, impeding emergency access. Roof Admin & Boiler 8, The age and condition of these roofs make them Moderate Replace the roof systems. $100,000 RV1 modified bitumen roofs vulnerable to tear‐off in high winds. 3 Roof Large stacks at Boiler Stack sleeve and mounts are corroded. High winds Replace stack sleeve and corroded Low $6,000 RV5 building could topple stacks, damaging the roof surface. mounts. 3 The white metal wall panels at penthouse and at south addition have insufficient fasteners attaching Repair existing notched girts and Cladg Metal wall panels at Boiler the panels to the girts. Many girts have been Moderate add additional girts and fasteners $28,000 CV1 8 building weakened by notch cuts to accommodate the cross‐ 3 at metal wall panel assemblies. bracing. The wall panels are vulnerable to tear‐off in high winds. Total of Projected Mitigation $890,000 Costs: 110 Lenoir Building: MITIGATION ACTIONS Item Damage Recommended Probable Priority no. Component Vulnerability Potential Mitigation Action Cost 1 to 3 Roof is vulnerable to wind damage at isolated areas Replace broken slate, re‐secure Roof Slate roofs of damage: Cracked, loose, and broken slate and Moderate loose slate, and replace or rework RV1 damaged repair straps. repair straps. $12,000 1 Gaps between slate and coping at gable details make Roof Rework perimeter detail to Slate roofs perimeter slate vulnerable to water infiltration and Moderate RV2 include flashing under edge slates. loss of slates during high winds. Proactive inspection, maintenance, repair, and Perform regular roof inspections Roof Roof systems replacement program will make roofs less vulnerable High and maintenance, and replace ‐ n/a ‐ RV3 1 to wind damage. roof on schedule. Install new, larger fasteners at Both blower and duct have insufficient attachment to Roof Large blower unit and base of blower and duct to the roof, and are vulnerable to becoming detached Moderate $1,000 RV5 duct upgrade their attachment to their 1 during high winds. curbs. Install new, larger fasteners at top Vents may be dismounted during high winds, due to Roof of pedestal. Repair hinges and Fryer exhaust vents inadequate attachment screws, no latch bolts at Low $6,000 RV6 closure hardware and replace all 1 hinged top, and missing bolts at top lid. missing fasteners at lid. Penetration at slate roof has insufficient fasteners. Install new jack supports, with Roof Duct support jacks are not attached to roof. High positive attachment to the roof Large elevated duct Moderate $9,500 RV8 winds could dislodge the duct, damaging the duct and deck. Provide straps to tie duct to 1 both roofs. jacks. Roof Vents have inadequate fasteners to roof curbs and Install new, larger fasteners Exhaust vents Moderate $2,000 RV9 may be torn off by high winds. between vent base and roof curb. 1 Provide deck anchors and guys as Roof Metal stacks with Stacks are loose and not adequately attached; will be Low required to secure the small $6,500 RV12 heaters blown over during high winds. 1 stacks. Roof Hood has inadequate fasteners to roof curbs and may Install new, larger fasteners to tie Metal vent hood Low $1,000 RV11 be torn off by high winds. hood to its curb. 2 111 Metal tables at north end and wooden tables with Cladg Unsecured tables and Secure wooden tables to plaza umbrellas at south end may be driven into building Low $2,000 CV2 signs pavers. 2 by high winds, breaking windows. Site Unsecured wooden Unsecured dining tables outside of hotdog restaurant Secure wooden tables to plaza Low ‐ see CV2 ‐ SV1 tables near south end may be blown into doorway, blocking exit. pavers. 2 Roof Metal screen walls, 5' Mounting screws at louver panels are too small for Install additional mounting Moderate $6,500 RV4 high by 90' long high wind loads on panels. screws and brackets. 3 HVAC condenser units have no connection to roof, Roof Install attachment hardware to tie HVAC units and are vulnerable to sliding off their base during Low $5,500 RV7 units to their curbs. 3 high winds. Roof Rear (southern) 10' of unit has no connection to roof. Install new attachment hardware Large HVAC unit Moderate $6,500 RV10 Very high winds may shift the unit off its curbs. between unit base and roof deck. 3 Trim tree branches that are Cladg Trees near tall High winds may break tree branches or topple trees Low within striking distance of $7,500 CV1 windows that are directly adjacent to Lenoir's large windows. 3 windows. Site Tree branches or fallen trees may block exits during Trees near exits Low Trim trees near exits. $1,500 SV2 high winds. 3 Total of Projected Mitigation Costs: $67,500 112 Mary Ellen Jones Building: MITIGATION ACTIONS Item Damage Recommended Probable Priority no. Component Vulnerability Potential Mitigation Action Cost 1 to 5 Structural supports for panels have been weakened Repair damaged concrete at by corrosion damage at steel connections and column stubs. Install new steel Cladg Precast panels at roof cracked concrete at column stubs. Over time, Very high support brackets and anchor $230,000 CV1 level supports will fail during high winds and a panel will 1 bolts. Protect connections from fall off the building. Structural repairs are required future corrosion. to mitigate this threat. Corrosion damage at support posts & connections, Repair corrosion damage & Roof Metal screen walls, 18' missing bolts, insufficient panel screws. Prone to upgrade connections. Provide Very high $32,000 RV1 high by 85' long failure in high wind. Will damage roof and nearby protection against future 1 equipment. corrosion. Inadequate, corroded, or missing fasteners at base. Install roof curb with structural Miscellaneous, large Roof Improper and corroded guy wires. Units will connection to deck.
Recommended publications
  • The London List
    The London List YEARBOOK 2010 FOREWORD 4 GAZETTEER 5 Commemorative Structures 6 Commercial Buildings 12 Cultural and Entertainment 18 Domestic 22 Education 32 Garden and Park 36 Health and Welfare 38 Industrial 44 Law and Government 46 Maritime and Naval 48 Military 50 Places of Worship 54 Street Furniture 62 Transport Buildings 65 Utilities and Communications 66 INDEX 68 TheListed London in London: List: yearbookyearbook 20102010 22 Contents Foreword ....................................................................................4 Gazetteer ...................................................................................5 Commemorative Structures .......................................................6 Commercial Buildings ..................................................................12 Cultural and Entertainment .....................................................18 Domestic ............................................................................................22 Education ............................................................................................32 Garden and Park ............................................................................36 Health and Welfare ......................................................................38 Industrial ..............................................................................................44 Law and Government .................................................................46 Maritime and Naval ......................................................................48
    [Show full text]
  • Fred H. Schott & Associates
    Fred H. Schott & Associates CIVIL AND STRUCTURAL ENGINEERS City of Lompoc January 11, 2013 Attn: Craig Dierling, P.E. 100 Civic Center Plaza Lompoc, CA Re: Structural Observation of Lompoc Theater, 112-118 North H Street, Lompoc, Ca. Dear Craig, On December 13, 2012, a site visit was performed for the Lompoc Theater to determine the existing conditions, structural sufficiency, and structural deterioration, then make recommendations to rehabilitate each roof structure to meet current code. Each area of the theater was examined and the following was found: The Fly-Tower roof structure has multiple holes in a large roof hatch which are allowing water and pigeons to get inside the stage area. Based on our previous inspection in 1993, the fly-tower roof has 1x6 straight sheathing boards which can not transfer shear loads. There is also no shear connection between the roof and the walls. The exterior concrete walls have a few minor cracks, but are in good shape. The beams beneath the stage floor appear to be undamaged and the majority of the ceiling beneath the stage does not have water damage so the joists are most likely not damaged either. Towards the north end of the stage, the ceiling beneath shows substantial water damage and mold growth. The joists at this location may be damaged also. The floor sheathing on the stage area has been exposed to weather and pigeon droppings, but appears to be solid. Further opening of the stage may expose mold or rotten wood. Figure 1: Holes in roof hatch above the stage. Figure 2: Framing beneath stage; small crack in basement wall.
    [Show full text]
  • How to Perform Roof Inspections
    HOW TO PERFORM ROOF INSPECTIONS This publication is an introduction to the standards and methodology of inspecting a roof. It covers common roof terms, gutters and drainage systems, framing and trim, roof coverings, roof flashings and ventilation, and a brief section on inspecting chimneys. This guide also serves as a handy on-the-job reference manual for home inspectors, as well as a study aid for InterNACHI’s How to Perform Roof Inspections online course and exam. Authors: Gerry Beaumont, Founding Chairman Committee for Online Education International Association of Certified Home Inspectors Ben Gromicko, Director of Education International Association of Certified Home Inspectors Nick Gromicko, Founder International Association of Certified Home Inspectors Graphics: Lisaira Vega, Architect and Graphic Artist International Association of Certified Home Inspectors Editor & Layout: Kate Tarasenko / Crimea River To order online, visit: www.InspectorOutlet.com © Copyright 2009-2013 International Association of Certified Home Inspectors All rights reserved. ~ 2 ~ HOW TO PERFORM ROOF INSPECTIONS Table of Contents Introduction...................................................................................... 3 The Basics……………………………………...................................... 7 Gutters and Drainage…………........................................................ 17 Framing and Trim……………………………….…............................. 25 Roof Coverings……………….......................................................... 36 Roof Flashings……………..............................................................
    [Show full text]
  • Me'morchilik Asoslari
    M.MUXAMEDOVA ME’MORCHILIK ASOSLARI TOSHKENT 0 ‘ZBEKIST0N RESPUBLIKASI OLIY VA 0 ‘RTA MAXSUS TA’LIM VAZIRLIGI M.MUXAMEDOVA ME’MORCHILIK ASOSLARI O ‘zbekiston Respublikctsi Oliy va о ‘rta maxsus ta ’lim vazirligi tomonidan о ‘quv qo ‘llanma sifatida tavsiya etilgan UO‘K: 72.01(075.8) K BK 85.il М 96 М 96 M.Muxamedova. Me’morchilik asoslari. -Т.: «Fan va texnologiya», 2018,296 Bet. ISBN 978-9943-11-927-7 Mazkur o‘quv qoilanma me’morchilikning estetik talaBlari, texnik mukam- malligi, Binolar klassifikatsiyasi, asosiy soha va turlari, Binolar konstruksiyasi, me’morchilikning rivojlanish an’analari, yangi tipdagi binolaming funksionalligi va konstruktiv mustahkamligi Bilimlarini o‘zlashtirishga yo'naltiriladi. “Me’morchilik asoslari” o‘quv qoilanmasi mazmuniga yetakchi xorijiy oliy o‘quv yurtlarida ishlaB chiqilgan ilmiy qoilanmalar asosida me’morchilikka oid ilmiy yangiliklar kiritilgan. UshBu o‘quv qo‘llanma doirasida Qadimgi Misr, Old Osiyo, Uzoq Sharq me’morchiligi, Qadimgi Gretsiya iBodatxonalarida qurilish konstruksiyalari va order sistemalari (doriy, ion, korinf), qadimgi Rim ustun-to‘sin sistemasiga yangi konstruksiyalar kiritilishi (kompozit va toskan orderlari) akveduk, amfiteatr, forum, insulalar qurilishi, Vizantiya va ilk xristianlar davri arxitekturasi, roman va gotika usluBi me’morchilik asoslari, Uyg‘onish va Barokko davri shaharsozligining rivojlanish an’analari, klassitsizm va ampir usluBi asoslari, eklektizm, modern, konstruktivizm, funksionalizm usluBlarining zamonaviy usluBiar rivojidagi o‘rni, yangi tipdagi Binolaming funksionalligi va konstruktiv mustahkamligini o‘rganish kaBi mavzular mujassamlashtirilgan. O'quv qo‘llanmaning asosiy dolzarBligi talaBalarga Sharq va G‘arB, umuman olganda jahon me’morchiligining tarixi va nazariyasini o‘rgatish, me’morchilik tarixining tadriji, rivojlanish qonuniyatlarini o‘zlashtirish, turli usluBlaming yuzaga kelishi va shu usluBlar ta’sirida Bunyod etilgan oBidalar me’morchiligini yoritiB Berishdir.
    [Show full text]
  • City Council Tuesday, March 5, 2013 City Hall, 100 Civic Center Plaza, Council Chambers
    REVISED AGENDA Regular Meeting of the Lompoc City Council Tuesday, March 5, 2013 City Hall, 100 Civic Center Plaza, Council Chambers Please be advised that, pursuant to State Law, any member of the public may address the City Council concerning any Item on the Agenda, before or during Council consideration of that Item. Please be aware that Items on the Consent Calendar are considered to be routine and are normally enacted by one vote of the Council. If you wish to speak on a Consent Calendar Item, please do so during the first Oral Communications. “Members of the Public are Advised that all PAGERS, CELLULAR TELEPHONES and any OTHER COMMUNICATION DEVICES are to be turned off upon entering the City Council Chambers.” Regular City Council meetings will be videotaped and rebroadcast in Lompoc on Channel 23 at 9:00 a.m. the following Wednesday. The Agenda and related Staff reports are available on the City’s web site: www.cityoflompoc.com the Friday before Council meetings between 9:00 a.m. and 5:00 p.m. Any documents produced by the City and distributed to a majority of the City Council regarding any item on this agenda will be made available the Friday before Council meetings at the “City Clerk’s Office” at City Hall, 100 Civic Center Plaza, Monday through Friday between 9 a.m. and 5 p.m. and at the “Reference Desk” at the Lompoc Library, 501 E. North Avenue, Lompoc, California, Monday and Tuesday between 10 a.m. and 5 p.m., Wednesday and Thursday between 1 p.m.
    [Show full text]
  • ROOF SYSTEMS ( Ref: the Building Illustrated, Ching, Francis DK )
    BUILDING CONSTRUCTION ROOF SYSTEMS ( Ref: The Building Illustrated, Ching, Francis DK ) ALL RIGHTS RESERVED No part of this document may be reproduced without written approval from Limkokwing University of Creative Technology, Botswana BUILDING CONSTRUCTION 1.0 Roof System • Function as primary sheltering element for the interior spaces of a building. • The form and slope of the roof must be compatible with the type of roofing. • The construction of the roof should also control the passage of moisture vapor, the air flow, the heat flow and solar radiation. ALL RIGHTS RESERVED No part of this document may be reproduced without written approval from Limkokwing University of Creative Technology, Botswana 1 BUILDING CONSTRUCTION 2.0 Roof Slopes • Flat Roof • Slope Roof • Pitch Roof ALL RIGHTS RESERVED No part of this document may be reproduced without written approval from Limkokwing University of Creative Technology, Botswana BUILDING CONSTRUCTION 3.0 Flat Roofing • Minimum recommended slope: ¼” per foot • Can efficiently cover a building of any horizontal dimension, and may be structured and designed to serve as an outdoor space. • The structure of a flat roof may consist of: • Reinforced concrete slabs • Flat timber or steel trusses • Timber or steel beams and decking • Wood or steel joists and sheathing ALL RIGHTS RESERVED No part of this document may be reproduced without written approval from Limkokwing University of Creative Technology, Botswana 2 BUILDING CONSTRUCTION 4.0 Slope Roofing • Shed rainwater easily to eave gutters • The space under sloping roof may be usable. • Sloping roof planes may be combined to form a variety of roof forms. • Sloping roof may have a structure of: • Wood or steel rafters and sheathing • Timber or steel beams, purlins and decking • Timber or steel trusses ALL RIGHTS RESERVED No part of this document may be reproduced without written approval from Limkokwing University of Creative Technology, Botswana BUILDING CONSTRUCTION 5.0 Pitch Roofing • Easily shed snow • The space under sloping roof may be usable.
    [Show full text]
  • Creating a Barrel Roof
    Home Designer® Software by Chief Architect® (https://www.homedesignersoftware.com /) Creating a Barrel Roof Reference Number: KB-01187 Last Modified: July 21, 2021 The information in this article applies to: QUESTION How do I build a barrel roof, or curved roof, in Home Designer Pro? Note: In Home Designer Pro, curved roofs must be created using multiple small roof planes, however, the ability to model actual Curved Roof Planes is a feature currently available in the Chief Architect Premier (https://www.chiefarchitect.com/products/premier/) version of the software. A free trial version of Chief Architect Premier can be requested from the website at: https://www.chiefarchitect.com/products/trial.html (https://www.chiefarchitect.com/products/trial.html) Instructions for creating curved roof planes can be located in the Chief Architect website's Knowledge Base. BEFORE YOU BEGIN Although the process for creating a barrel, or curved roof, is easier to quickly accomplish using the Chief Architect Premier version of the software, you can still create this style in Home Designer Pro using the manual roof tools. This Article explains: - How to use the cad tools to create a grid for calculating roof pitches. - How to use that information to create a Barrel Style Roof This article assumes: - The user is proficient in the use of Home Designer Pro and its CAD tools. - The user understands how to draw a roof plane manually. ANSWER Step 1: Creating the Structure To begin, you rst need to create your structure: 1. Launch Home Designer Pro and start a New Plan using the Default style template.
    [Show full text]
  • Appendix 13 City of New Rochelle Armory – Good Profit Proposal July 20, 2012
    APPENDIX APPENDIX 13 CITY OF NEW ROCHELLE ARMORY – GOOD PROFIT PROPOSAL JULY 20, 2012 What will the Armory Project provide for the residents of New Rochelle? job opportunities sales tax revenues historic landmark renovation increased commercial activity outlet for locally grown produce well-maintained public waterfront property community space memorial and gathering space for veterans special events facility attraction for people of all ages and backgrounds learning opportunities in cuisine, agriculture, culture, and entrepreneurial enterprise City of New Rochelle Armory City of New Rochelle Armory 02 Introduction 03 Experience and Capacity 03 Development Team 04 Similar Projects 20 Key Team Member Resumés Project References 34 Letters of Support 35 Proposed Project Site Plan 35 Structural and Site Components 41 Public/Private Partnership 43 Preliminary Site Plan 49 Renderings 51 Schedules 52 Programming 55 Compatibility with Echo Bay Center Concept Plan 56 Financial Approach 57 Project Development Costs 57 Sources and Uses of Funds 57 Prospective Operating Pro Forma 58 Good Profit Leadership 59 Conclusion CONFIDENTIAL MATERIAL. USE OR DISCLOSURE RESTRICTED. GOOD PROFIT JULY 20, 2012 1 City of New Rochelle Armory Introduction Locally-Grown Innovation Good Profit respectfully submits this proposal for adaptive re-use of the City of New Rochelle Armory located at 260-270 East Main Street. Good Profit has spent much time in New Rochelle over recent weeks and months. We listened to people we met, explored the streets and buildings, and took note of the City’s history and goals for the future. We also listened to other residents of Westchester County. This proposal emerged from these observations and conversations.
    [Show full text]
  • M E M O R a N D U M
    Planning Division 211 South Williams Street Royal Oak, MI 48067 248.246.3280 Meeting Date: July 11, 2019 M E M O R A N D U M DATE: June 17, 2019 TO: Zoning Board of Appeals FROM: Planning Division SUBJECT: Report of Findings Case No. 19-07-21 – 309 E. 11 Mile Rd. (25-15-357-025) 1. Requested Variances (a) Waive 13 of the minimum required 59 off-street parking spaces 2. Purpose To convert an existing building to medical offices. 3. Aerial Photograph Report of Findings – Case No. 19-07-21 309 E. 11 Mile Rd. Page 2 of 3 4. Variances to Chapter 770 Zoning ARTICLE IX Off-Street Parking and Loading §770-107. Table of off-street parking requirements. Medical and dental office – 1 space per 200 sq. ft. of usable floor area 5. Petitioner & Owner Stephen R. Etsey, Dykema Gossett PPLC, petitioner, & Martin – 11, LLC, owner 6. Findings The subject property is located at the northeast corner of E. 11 Mile Road and N. Troy Street. It was previously utilized as a food packaging and distribution center with ancillary retail sales and professional office. The prior uses required 27 off-street parking spaces. The petitioner proposes to convert the building into two medical office tenant spaces. In the absence of a floor plan for each tenant space, the required amount off-street parking is calculated at 80% of the gross floor area per the zoning ordinance. The petitioner has identified the building’s gross floor area as 14,715 square feet. The proposed medical offices require a total of 59 off-street parking spaces.
    [Show full text]
  • Custom Blends Crown Boosted Caps
    Customers’ for life. At Crown customers come first. We strive to provide immediate and personalized attention to all of our customers’ requests. We know that time and money are key for any project therefore, we keep delivery times to a minimum and fairly priced high demand products in stock. We succeed only when our customers succeed. We are dedicated to serving better and faster by providing high quality, innovative products, and creative solutions in a timely fashion. To back our commitment, we carefully select our suppliers and distribution network, which, supported by our highly trained sales representatives, can recommend a solution to any kind of project. At Crown we are committed to your complete satisfaction 2 Worldwide and in your neighborhood. A World of experience Being part of a Group that has global presence allows us to access valuable know-how from our biggest asset within the Company, our People. Through best- practice sharing we are able to benefit from over 50 years of industry experience making us more flexible, productive, and efficient to better serve our customers. USA England Scotland Mexico We have converted ideas and dreams into realities in different parts of the world for decades. Crown Roof tiles provide great durability with beauty Impact Resistance and Durability: Concrete roof tiles provide resistance and durability offering a product that will last for a lifetime. Fire Safe Product: All CROWN roof tiles are rated Class A per ASTM E108 Standards – the highest fire rating protection available, allowing homeowners to reduce insurance premium costs. Water Proof System: A highly compacted product covered by a protective coating creates a low permeability tile, which has an “Inter-Lock” assembly system that reduces water filtrations to the roof.
    [Show full text]
  • Roof Coverings
    ROOF COVERINGS Dr. TAKÁCS Lajos Gábor BUTE Department of Building Constructions Email: [email protected] Website: http://www.epitesz.bme.hu/tsz/es/Courses in English/ CLASSIFICATION OF ROOF COVERINGS Classification based on system characteristics of the roof coverings: • Organic coverings (timber, thatched claddings) • Scale-like claddings (pantiles, artificial slate etc.) • Panel-like claddings (corrugated, trapezoid etc.) • Metal sheets and metal strips • Bituminous shingles Scale like claddings are: • Natural slate claddings • Burned clay tiles • Compression-molded concrete tiles • Fibre reinforced cement (artificial slate) BUTE Faculty Of Architecture Department Of Building Constructions Roof Coverings © Dr. Takács Lajos Gábor PITCH ANGLE - ARCHITECTURE – ROOFING MATERIALS Pitch angle depends on: • Quantity and type of precipitation (rain, snow, ice etc.) • Local roofing materials (natural slate, stone ↔ timber shingle, sheaf, reed etc. BUTE Faculty Of Architecture Department Of Building Constructions Roof Coverings © Dr. Takács Lajos Gábor OVERLAPPING AND JOINTS OF THE ROOF COVERING ELEMENTS Overlapping of the roof covering elements – decompression gap Single and double layer plain covering – interlocking roof covering – tegula-imbrex covering BUTE Faculty Of Architecture Department Of Building Constructions Roof Coverings © Dr. Takács Lajos Gábor ALLOWED PITCH RANGE OF ROOF COVERINGS roof pitch angle cladding types Burn clay roof tiles: - beaver-tail shape - extruded - compression-molded - Dutch Concrete roof tiles: -Dutch-like
    [Show full text]
  • Glossary of Architectural Terms Volume II - Band Through Cornice
    stromberg Glass Fiber Reinforced Concrete (GFRC) Architectural products Glass Fiber Reinforced Polymer (GFRP) Glossary of Architectural Terms Volume II - Band through Cornice 4400 oneal street • greenville, tx 75401 p: 903.454.0904 • f: 903.454.0233 www.4stromberg.com • [email protected] gfrc | gfrp | gfrg | cast stone | marble | bronze Glass Fiber Reinforced Concrete (GFRC) and Glass Fiber Reinforced Polymer (GFRP) Band or Band Molding Glossary of Architectural Terms Page 14 Band or band molding. The horizontal molding, projecting from the surface that wraps around a building. Also known as a belt course or watertable. Balustrade as bridge railing Cast stone Balustrade as parapet wall • Architectural Fiberglass (GFRP) Balustrade at fountain • Style G29 baluster and style W10 baluster railing • Cast stone Band molding M80 Stromberg Architectural Products www.4stromberg.com 903.454.0904 [email protected] Glass Fiber Reinforced Concrete (GFRC) and Glass Fiber Reinforced Polymer (GFRP) Banded - Base Glossary of Architectural Terms Page 15 Some of the standard belt courses and band moldings. Custom Barrel Roof shapes and sizes are available in both GFRC and Architectural An arched, semi-cylindrical roof. Barrel roof in GFRC Fiberglass. (glass fiber reinforced concrete) and GFRP (architectural fiberglass) are generally made in segments, withstanding Banded standing seam joints and raised ribs. Masonry style were adjacent courses are of two different sizes, textures or types. For example, a brown, smooth Architectural Fiberglass, alternating with a white limestone Architectural Fiberglass. Banded Column A column where the column shaft has drums that alternate in texture or size. Baroque Barrel Vault The style of architecture and decoration first developed A semi-cylindrical, arched ceiling element.
    [Show full text]