DOCSLIB.ORG

Briefing and Court Order

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Briefing and Court Order Dallas County ☐ Resolution ☐ Solicitation/Contract BRIEFING / COURT ORDER ☐ Executive Session Commissioners Court - Dec 15 2020 ☐ Addendum Design Services for the Demolition and New Interior Construction for the Probate Courts at the 7th Floor of the George Allen, Sr. Courts Building Briefing Date: Dec 15 2020 Funding Source: Fund 196 Unallocated Reserves Originating Department: Engineering and Project Management Prepared by: Elizabeth Allen, Capital Improvement Program Manager Recommended by: Jonathon Bazan, Assistant County Administrator BACKGROUND INFORMATION: The Dallas County Probate Courts have been located in a lease space on the 22nd and 24th Floors in Renaissance Tower. For a permanent location and with security considerations, the 7th floor at George Allen Courts building was recommended to locate the Probate Courts. Court Order (2019- 1203) approved the feasibility analysis and concept design for the relocation. Design services are required for the construction documentation for demolition and new interior construction for the Probate Courts. OPERATIONAL IMPACT: Services will provide architectural design, interior design, acoustic design, MEP systems engineering, technology, fire protection and security design including existing project area due diligence review, schematic design, design development, construction documentation and contract administration. FINANCIAL IMPACT: GSR Andrade Architects has proposed fees in the amount of $482,000.00 for construction documentation and coordination services. Funding will be provided from Fund 196 Unallocated. LEGAL IMPACT: GSR Andrade Architects will provide services under the County's Architect/Engineering Indefinite Delivery Indefinite Quantity Professional Services Contract (Court Order 2019-0906). PROJECT SCHEDULE: Upon Notice to proceed, the anticipated time needed for construction documentation will be approx. 4 months and construction administration will be approx. 8-10 months after the award. SBE PARTICIPATION: Pursuant to Court Order 2019-0906. ADMINISTRATIVE PLAN COMPLIANCE: This award authorization supports Vision 1 of the County’s Administrative Plan. Dallas County is operationally a model governmental entity. Dallas County Facilities Management strives for the upkeep and safety of Dallas County Facilities that on a daily basis are used by Dallas County citizens and employees. RECOMMENDATION: It is recommended that the Commissioners Court authorize funds in the amount of $482,000.00 to GSR Andrade Architects for Design Services for the demolition and new interior construction for the Probate Courts at the 7th Floor of the George Allen, Sr. Courts Building. Funding will be provided from Fund 196, Unallocated Reserves. MOTION: On a motion made by TBD, and seconded by TBD, the following order will be voted on by the Commissioners Court of Dallas County, State of Texas: Be it resolved and ordered that the Dallas County Commissioners Court does hereby authorize funds in the amount of $482,000.00 to GSR Andrade Architects for Design Services for Demolition and new Interior Construction for Probate Courts at 7th Floor of George Allen Courts Building. Funding will be provided from Fund 196 Unallocated Reserves. ATTACHMENTS: GA Probate Courts - PROPOSAL REV(20-1120) Attachment B GA Probate Courts - PROPOSAL REV(20-1121) Attachment A GFE-SBE-Form(GA Probate Courts)20-1130 GSR Andrade Architects Inc. Work Order No. 1 (002) Attachment “B” George Allen 7 th Floor – Probate Courts P a g e | 1 FEE PROPOSAL DETAILS PROJECT NAME: GEORGE ALLEN 7 TH FLOOR - PROBATE COURTS GSRA PROJECT #: 2789 DATE SUBMITTED: NOVEMBER 20, 2020 PART 2 DESCRIPTION OF SERVICES Under each Phase description is a detailed list of what is generally included in the Base Design Service fee options and what may be considered Additional Services . Additional Services can be provided at the request and approval of the Owner. (Refer to IDIQ Dallas County / GSR Andrade Architects main agreement ) CONCEPTUAL DESIGN SCOPE (N/A – Not provided in Base Design Services) At the outset of Conceptual Design, the Owner will provide or coordinate a detailed program, square footage, CAD or other measured/to-scale site survey, current zoning, legal documents of land under consideration and desired building location. GSRA will review design requirements, parking, and other appropriate zoning requirements based on the Owner provided information to determine physical feasibility of the Owner’s program on the selected site; GSRA will also develop a site plan with proposed buildable area and a proposed conceptual design that complies with the zoning and land development requirements based on provided Owner items. CONCEPT DESIGN SERVICES BASE SERVICE ADDITIONAL SERVICES 1. Develop and document space requirements based on the Owner’s provided program. ● 2. Develop presentation site/floor plans from program requirements (One). ● 3. Develop colored/rendered site plan for review and approval (One). ● 4. Develop one set of color elevations for general feel of materials and design. ● 5. Attend pre-development review meetings (One) with AHJ. ● 6. Develop additional site plans or options; Major revisions to building area, parking ● requirements, landscaping, utility access, etc. 7. Develop additional rendering views, walkthroughs, or other 3D images. ● 8. Civil Engineering, Landscape Architecture, Environmental, Topographic & Boundary Survey, ● Geotechnical, Testing or other professional services. 9. Review site selection for LEED or other sustainable certifications. ● * Refer to Additional Service Fee Schedule at end of Part 2. 4121 Commerce Street, Suite One | Dallas, Texas 75226 | P (214) 824-7040 Attachment “B” George Allen 7 th Floor – Probate Courts P a g e | 2 SCHEMATIC DESIGN SERVICES BASE BASE SERVICE ADDITIONAL SERVICES 1. Develop site/building code report ● 2. Attend meetings (2) to identify spatial requirements, anticipated equipment & furnishings ● to confirm critical workflows. 3. Provide additional follow up via electronic screen sharing meetings (2) to finalize the ● Schematic Design 4. Advise Owner on requirements for other consultants and services. ● 5. Review Owner’s budget to establish quality of finishes, lighting, plumbing and millwork. ● 6. Provide Structural design narrative based on proposed design and floor plan ● 7. Provide MEP design narrative based on proposed elevations and floor plan. ● 8. Refine color Plan rendering concept to illustrate general design. ● 9. Provide extensive surveys of Tenant’s existing practice/office space ● 10. Inventory Tenant’s existing equipment, appliances and/or furnishings ● 11. Provide multiple Schematic Floor Plans including Program revisions or changes. ● 12. Provide multiple Schematic Elevations, or major revisions of proposed elevations. ● 13. Provide documentation or design services to obtain code variances. ● 14. Produce additional 3D color renderings or other presentation materials. ● 15. Civil Engineering, Landscape Architecture, Irrigation, Geotechnical, Environmental, ● Topographic & Boundary Survey, or other professional services. 16. Civil Engineering, Arch, Struct & MEP site design items for Helipad design services (TBD) ● 17. Produce Phased, fast-track or early release drawings for multiple permits or early ● permitting. 18. Design or review for LEED or other sustainable certifications. ● * Refer to Additional Service Fee Schedule at end of Part 2. 4121 Commerce Street, Suite One | Dallas, Texas 75226 | P (214) 824-7040 Attachment “B” George Allen 7 th Floor – Probate Courts P a g e | 3 DESIGN DEVELOPMENT SCOPE Prior to commencing with the Design Development phase, the Owner shall provide GSRA with a signed Owner- approved Schematic Design package. Owner will also provide approval of all office equipment, appliances, furniture and special systems design (security, voice/data) requirements. Equipment and special systems design specifications should include at a minimum spatial, maintenance clearances and MEP requirements. DESIGN DEVELOPMENT SERVICES BASE SERVICE ADDITIONAL SERVICES 1. Review proposed foundation design with soils report. ● 2. Coordinate Owner provided exterior signage into the exterior elevations. ● 3. Coordinate site plan with Civil, Landscape, MEP and other Owner’s consultants to locate major site utilities and any permanent structures. ● 4. Develop life safety plan based on Owner approved Schematic Plan. ● 5. Develop wall and building sections with allowances for MEP and Structural based on ● Schematic Design narratives for each. 6. Incorporate all Owner/Tenant provided office and equipment, appliances, and furniture ● into the Owner approved Schematic Floor Plan and review any changes required. 7. Provide Design Development level floor plan with basic dimensions, and square footage ● for significant areas of the program, and the overall shell building. 8. Provide one-line diagrams of MEP systems based on Schematic Design narrative. ● 9. Develop reflected ceiling plan and review ceiling heights, light levels and design. ● 10. Develop one (1) basic interior finish scheme for presentation and Owner approval. ● Includes standard finishes, millwork, and lighting. 11. Develop and review outline specifications with Owner. ● 12. Attend and document in person meeting to review DD drawings/deliverables with Owner. ● 13. Meet with local authorities having jurisdiction, as required to address questions ● 14. Minor plan adjustments (coordination based) per Owner/Tenant provided equipment & ● appliance specifications 15. Typical coordination of Tenant’s
Load more

Recommended publications
  • Demolition and Cleanup
    FactSheet Demolition and Cleanup Before starting a demolition, the person or persons in charge must adequately prepare for the task with regard to the health and safety of the workers. These preparatory operations involve the overall planning of the demolition job, includ- ing the methods to be used to bring the structure down, the equipment neces- sary to do the job, and the measures to be taken to perform the work safely. Before doing demolition work, inspect available personal protective equipment (PPE), and select, wear and use the PPE appropriate for the task. Demolition work involves many of the same hazards associated with construc- tion work. However, demolition also poses additional hazards due to unknown factors such as: deviations from the structure's original design, approved or unapproved modifications that altered the original design, materials hidden with- in structural members, and unknown strengths or weaknesses of damaged mate- rials. To counter these unknowns, all personnel involved in a demolition project need to be fully aware of these types of hazards and the safety precautions avail- able to control these hazards. Preliminary Tasks al able to withstand the loads likely to be A written engineering survey must be per- imposed. Debris dropped through holes in formed on each structure being considered for the floor without the use of chutes must be demolition to determine the condition of the completely enclosed with barricades not less framing, floors and walls, and to assess the than 42 inches high and not less than 6 feet possibility of an unplanned collapse of any back from the projected edge of the opening portion of the structure.
    [Show full text]
  • Interior Architectural Design for Adaptive Reuse in Application of Environmental Sustainability Principles
    sustainability Concept Paper Interior Architectural Design for Adaptive Reuse in Application of Environmental Sustainability Principles Magdalena Celadyn Faculty of Interior Design, Academy of Fine Arts in Krakow, pl. Matejki 13, 31-157 Krakow, Poland; [email protected] Received: 3 June 2019; Accepted: 10 July 2019; Published: 12 July 2019 Abstract: The paper discusses an interior architectural design model to enable the accomplishment of sustainable design strategy of efficient resources/waste management. The proposed design concept, referred to as interior architectural design for adaptive reuse, is based on the reintroduction of reclaimed or salvaged building construction materials and products acquired from demolished or refurbished building structural portions, into the structure of interior components. The presented design approach puts circular design methods and techniques in interior design practice at the core of environmentally responsible architectural design. To achieve its objectives, the implementation of resources efficiency strategy into the interior design scheme should remain a decisive interior design quality criterion. Meanwhile, the issues related to the environmental contextualization of interior spaces and their constitutive components, in fulfilment of sustainable design requirements for the conservation of natural resources, are neither sufficiently recognized by interior designers, nor appropriately highlighted in the current design practice. The main purpose of this concept paper is to develop a theoretical scheme for systemic inclusion of interior architectural design for adaptive reuse into the environmentally sustainable interior architectural design framework. This study provides interior designers with the concept of interior components design for the fulfilment of resources efficiency and waste management effectiveness. Keywords: sustainable architectural design; sustainable interior design; interior components; adaptive reuse; environmental contextualization 1.
    [Show full text]
  • Construction and Demolition Waste Reduction and Recycling Tips
    RETHINKING DEBRIS The Industry: Construction and Demolition Waste Reduction and recycling Tips An Opportunity There is money lying virtually ignored on the ground at construction and demolition sites across Wisconsin. Second-hand wood flooring, odd cut lumber, siding scraps, used asphalt shingles, surplus drywall, spent corrugated cardboard and other materials typically labeled waste have value that only a few enterprising companies appreciate. If your business builds, renovates or remodels anything from hospitals to single-family homes, furniture or playground equipment, read on. Find out how to put that money on the ground into your pocket, while helping to conserve natural resources. Wisconsin's Wastestream Precise figures are hard to come by, but industry experts estimate that construction waste and demolition debris (C & D) may account for more than a quarter of our nation's entire wastestream. In some areas of Wisconsin, such as Dane County, analysts estimate that up to 45 percent of all landfilled waste is construction and demolition debris. As disposal costs increase, businesses that divert more of their construction waste and demolition debris from the wastestream by reducing, reusing and recycling can save money and help stimulate markets to handle their wastes. In addition to profits, there is also the law to consider. The Waste Reduction and Recycling Law Wisconsin's Waste Reduction and Recycling Law, signed by Governor Tommy Thompson in 1990, was created to help change the state's throw-away habits. Items banned entirely from state landfills and municipal solid waste incinerators include: major appliances, used motor oil, lead-acid vehicle batteries, yard wastes, corrugated cardboard, office paper, magazines, newspaper, aluminum, steel, bi-metal and glass containers, plastic containers (PETE/#I & HDPE/#2) and waste tires.
    [Show full text]
  • Demolition Ordinance
    TOWN OF MORRISTOWN ORDINANCE O-12-2019 AN ORDINANCE REPEALING CHAPTER 12 SECTION 4 “DEMOLITION OF BUILDINGS” AND AMENDING AND SUPPLEMENTING CHAPTER 30 “LAND DEVELOPMENT ORDINANCE” WHEREAS, the intent of this ordinance is to protect the historic character of Morristown by limiting the detrimental effect of demolition; and WHEREAS, significant structures within Morristown that contribute to the architectural, cultural, economic, political, or social history of the town should be preserved when possible; and WHEREAS, the purpose of this ordinance is not to permanently prevent all demolition, but to provide an opportunity to evaluate options for preservation, restoration, relocation, and rehabilitation, or when necessary, to document historic or architecturally important resources prior to demolition; and WHEREAS, as part of the adoption of this Ordinance the Town of Morristown desires to repeal Chapter 12 Section 4 of the Morristown Town Code entitled “Demolition of Buildings” as this new ordinance will now govern the process for applying and obtaining a demolition permit; NOW, THEREFORE BE IT RESOLVED, by the Town Council of the Town of Morristown, County of Morris, State of New Jersey, being the governing body thereof, that Chapter 12 Section 4 of the Morristown Town Code entitled “Demolition of Buildings” be and hereby is repealed it its entity; and BE IT FURTHER RESOLVED that Chapter 30 of the Morristown Town Code entitled “Land Development Ordinance” be and hereby is amended to read as follows: 30-8.A.3. Demolition of Buildings 1. Permit Required. No person shall remove or demolish or commence the removal or demolition of any building or structure in the Town of Morristown without first filing with the Zoning Officer an application in writing and obtaining a permit thereof.
    [Show full text]
  • Construction and Demolition Wastes and Clean Rubble Technical Guidance Document SW-1994-G2
    Kansas Department of Health and Environment Bureau of Waste Management 1000 SW Jackson, Suite 320, Topeka, Kansas 66612-1366 Construction and Demolition Wastes and Clean Rubble Technical Guidance Document SW-1994-G2 Construction and Demolition (C&D) waste is solid waste generated during construction or demolition activities. Clean rubble is also generated during construction or demolition activities, but it differs in composition from C&D waste. This document explains the definitions of C&D waste and clean rubble and acceptable methods for disposal of both. Construction and Demolition Waste Definition of C&D waste C&D waste is defined in KSA 65-3402 (u) as: • solid waste resulting from the construction, remodeling, repair and demolition of structures, roads, sidewalks and utilities; • untreated wood and untreated sawdust from any source; • treated wood from construction or demolition projects; • small amounts of municipal solid waste generated by the consumption of food and drinks at construction or demolition sites, including, but not limited to, cups, bags and bottles; • furniture and appliances from which ozone depleting chlorofluorocarbons have been removed in accordance with the provisions of the federal clean air act; • solid waste consisting of motor vehicle window glass; and • solid waste consisting of vegetation from land clearing and grubbing, utility maintenance, and seasonal or storm related cleanup. Such wastes include, but are not limited to, bricks, concrete, and other masonry materials, roofing materials, soil, rock, wood, wood products, wall or floor coverings, plaster, drywall, plumbing fixtures, electrical wiring, electrical components containing no hazardous materials, non-asbestos insulation and construction related packaging. Other statutes and regulations further refine the definition: Construction related packaging means small quantities of packaging wastes that are generated in the construction, remodeling or repair of structures and related appurtenances.
    [Show full text]
  • Design Services for the Demolition of the Gastineau Apartment Building
    Proposal: Design Services for the Demolition of the Gastineau Apartment Building In response to (C3) RFP E16-015 Submitted on 16 July, 2015 Contact: Dave Hurley, AIA Principal Architect NorthWind Architects [email protected] North Wind Architects, LLC 126 Seward St, Juneau AK 99801 P: 907-586-6150 F: 907-586-6181 Introduction Selection Committee, NorthWind Architects (NWA) is pleased to offer this proposal for design services for the demolition of the Gastineau Apartment Building including site stabilization and site preparation for potential future development. This proposal is unconventional, suggesting alternate approaches we believe will greatly increase the chances of successfully completing the work within a preferred schedule, anticipated budget, and without incident. We strongly suggest, regardless of who is awarded the work, that the project be approached in a manner as similar as possible to a Design-Build approach, with the understanding that this is not a Design-Build project. We appreciate your consideration. Having conducted a detailed condition assessment and temporary protection plan for the property Owner in 2013, we are very familiar with the structure. As you know, the plan, which was developed with Chris Gilberto, then with North Pacific Erectors, was never executed. Left unprotected for over two years, little is salvageable leaving the most efficient path forward to raze the building. This will also offer a future developer the most flexibility, increasing the chances that the site will in fact be developed. That said, NWA’s, JYL’s and R and M’s condition assessments of the building all concluded that it could be feasible to salvage the building’s primary structure, and NorthWind also began work on a proposal in 2013 to do just that.
    [Show full text]
  • Grand Challenges in Earthquake Engineering Research: a Community Workshop Report
    This PDF is available from The National Academies Press at http://www.nap.edu/catalog.php?record_id=13167 Grand Challenges in Earthquake Engineering Research: A Community Workshop Report ISBN Committee for the Workshop on Grand Challenges in Earthquake 978-0-309-21452-0 Engineering Research--A Vision for NEES Experimental Facilities and Cyberinfrastructure Tools; Committee on Seismology and Geodynamics; 102 pages National Research Council 6 x 9 PAPERBACK (2011) Visit the National Academies Press online and register for... Instant access to free PDF downloads of titles from the NATIONAL ACADEMY OF SCIENCES NATIONAL ACADEMY OF ENGINEERING INSTITUTE OF MEDICINE NATIONAL RESEARCH COUNCIL 10% off print titles Custom notification of new releases in your field of interest Special offers and discounts Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the National Academies Press. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Request reprint permission for this book Copyright © National Academy of Sciences. All rights reserved. Grand Challenges in Earthquake Engineering Research: A Community Workshop Report Grand Challenges in Earthquake Engineering Research A Community Workshop Report Committee for the Workshop on Grand Challenges in Earthquake Engineering Research— A Vision for NEES Experimental Facilities and Cyberinfrastructure Tools Committee on Seismology and Geodynamics Board on Earth Sciences and Resources Division on Earth and Life Studies Copyright © National Academy of Sciences. All rights reserved. Grand Challenges in Earthquake Engineering Research: A Community Workshop Report THE NATIONAL ACADEMIES PRESS 500 Fifth Street, N.W. Washington, DC 20001 NOTICE: The project that is the subject of this report was approved by the Governing Board of the National Research Council, whose members are drawn from the councils of the National Academy of Sciences, the National Academy of Engineering, and the Institute of Medicine.
    [Show full text]
  • Protecting Historic Resources Through Demolition Review
    State of New Hampshire, Department of Cultural Resources 603-271-3483 19 Pillsbury Street, Concord, NH 03301-3570 603-271-3558 TDD Access Relay NH 1-800-735-2964 FAX 603-271-3433 www.nh.gov/nhdhr [email protected] PROTECTING HISTORIC RESOURCES THROUGH DEMOLITION REVIEW BY EMILY PAULUS, PRESERVATION PLANNER Earlier this year, a local New Hampshire paper reported a Massachusetts developer’s plans to demolish an early 19th-century house that was eligible for listing on the National Register of Historic Places. While it turned out the developer was only planning to demolish a 1950s barn on the property, the brief scare was enough to awaken residents to the fact that any historic building in the community could be torn down on a whim – even those listed on or eligible for the National Register. This scenario has played out in countless communities across the state, and has led many to take proactive steps to prevent the demolition of historically significant buildings. One approach is through the establishment of a demolition review process. What is Demolition Review and How Does it Work? Demolition review is a preservation tool that ensures potentially significant buildings and structures are not demolished without notice to the community and review by a heritage or historic district commission. A demolition delay ordinance can be adopted as an amendment to the building code, implemented as a stand-alone ordinance, or as a bylaw in an existing historic preservation or zoning ordinance. This legislation can be a very effective tool in helping to protect historically significant resources in the community.
    [Show full text]
  • Construction & Demolition Wastes to Resources
    Chapter 12 CONSTRUCTION & DEMOLITION WASTES TO RESOURCES This chapter describes the management and disposal systems for construction and demolition (C&D) waste in Clark County. C&D wastes are solid wastes that require special handling and are collected, processed, recovered, recycled and/or disposed of. C&D includes materials regulated as MSW, as well as other wastes regulated in oth- er ways. Some C & D materials are considered special wastes; see Chapter 14 Special Wastes for greater details. Definitions Construction and Demolition wastes are generally defined in the Clark County Code (CCC) Chapter 24.12 as “waste building materials and rubble, resulting from construction, remodeling, repair and demolition operations on houses, commercial buildings, pavements and other structures,” and are generated primarily during residen- tial and non-residential development, redevelopment and remodeling. The construction and demolition waste substream is made up of similar materials that come from two distinct but related activities. Remodeling and repair work generate both types of wastes, often mixed together. Both terms are more specifically defined in the Washington Administrative Code (see below). These definitions should be applied to the content and recom- mendations in this Plan. Construction WAC 480-70-041 defines construction waste as “solid waste resulting from the building Waste or renovation of buildings, roads and other man-made structures. Construction debris includes, but is not limited to, materials such as plasterboard, cement, dirt, wood and brush“. For the purposes of this Plan, construction waste is defined as: Material that is generated as a direct result of building construction activity; such waste includes, but is not limited to, concrete, rubble, fiberglass, asphalt, bricks, plaster, wood, metal, caulk- ing, paper and cardboard, roofing wastes, tar paper, plastic, plaster, paint, block foam wallboard and other similar materials.
    [Show full text]
  • Ironworker Safety
    AUGUST 2013 PRIORITY NUMBER 1: IRONWORKER SAFETY Bennett Steel Sets Safety Goal 4 In Memory of Our Fallen Brothers 8 Ironworkers on the Health Side 10 Iron Worker Members Make a Difference 15 15328_IWAug13.indd 1 8/13/13 6:17 AM 1750 New York Ave., N.W., Suite 400 Washington, D.C. 20006 p (202) 383-4800 www.ironworkers.org [email protected] INTERNATIONAL OFFICERS Volume 113 | AUGUST 2013 | Number 7 WTEAL R WISE JAY HURLEY General President Third General Vice President Suite 400 191 Old Colony Avenue, 1750 New York Avenue, NW P.O. Box 96 Washington, DC 20006 S. Boston, MA 02127 p (202) 383-4810 p (617) 268-2382 f (202) 638-4856 f (617) 268-1394 FE E ATUR S JOSEPH HUNT JOE STANDLEY General President Emeritus Fourth General Vice President 4 Bennett Steel Sets Safety Goal Suite 400 1660 San Pablo Avenue, Suite C 1750 New York Avenue, NW Pinole, CA 94564 Washington, DC 20006 p (510) 724-9277 7 In Memory of Our Fallen Brothers p (202) 383-4845 f (510) 724-1345 f (202) 638-4856 10 Ironworkers on the Health Side MARVIN RAGSDALE ERIC DEAN Fifth General Vice President General Secretary 3003 Dawn Drive 12 Iron Workers Pursue Safe and Consistent OSHA Standards Suite 400 Suite 104 1750 New York Avenue, NW Georgetown, TX 78628 Washington, DC 20006 p (512) 868-5596 15 Iron Worker Members Make a Difference p (202) 383-4820 f (512) 868-0823 f (202) 347-2319 19 Commitment to Safety DARRELL LABOUCAN EDWARD C. MCHUGH Sixth General Vice President General Treasurer #8-205 Chatelain Drive 20 TAUC Craftsperson of the Year Suite 400 St.
    [Show full text]
  • APPLICATION for DEMOLITION PERMIT Zoning Owner Location Of
    BUILDING DEPARTMENT APPROVED: _________PERMIT No:_________ VILLAGE OF GREENPORT 236 Third Street, Greenport, NY 11944 _____________________ _________________ Building Inspector Date APPLICATION FOR DEMOLITION PERMIT Application is hereby made for the issue of a Building Permit pursuant to the code of the Village of Greenport, and the New York State Fire Prevention and Building Construction Code, for the construction and removal or demolition of a building or structure, additions or alterations, as herein described. Zoning EXISTING ZONE: ………………………………………………………………………………………………………………………..… Check box if site Is in: FLOOD WETLANDS HISTORIC ZONE PROTECTION ZONE PRESEVATION DISTRICY EXISTING USE AND OCCUPANCY: ……………………………………………………………………………………………………. Applicant NAME:……………………………………………………………………………………………………………………….. IF A CORPORATION- NAME AND TITILE OF OFFICER:……………………………………………………………………………………….. ADDRESS:………………………………………………………………………………………………………………….. ……………………………………………………………….PHONE:……………………………………………………… SIGNATURE:……………………………………………….DATE:………………………………………………………. Applicant is: OWNER, LESSEE, AGENT, ARCHITECT, ENGINEER, BUILDER, GENERAL CONTRACTOR, ELECTRICIAN, PLUMBER, OTHER. EMAIL ADDRESS: ………………………………………………………………………………………………………....... Owner NAME: ………………………………………………………………………………………………………………………………………... ADDRESS: …………………………………………………………………………………………………………………………………… ……………………………………………………………….PH……………………………………………………………………………... Location of site TAX MAP 1001 SECTION: BLOCK: LOT: DISTRICT: STREET ADDRESS:………………………………………………………………………………………………………………………… Workers’ Compensation
    [Show full text]
  • Demolition Operations Safety
    Savard Labor & Marine Staffing, Inc. Demolition Operations Rev3/14 Demolition Operations Safety OSHA Technical Manual; Section V, Chapter 1. PREPARATORY OPERATIONS. Before the start of every demolition job, the demolition contractor should take a number of steps to safeguard the health and safety of workers at the job site. These preparatory operations involve the overall planning of the demolition job, including the methods to be used to bring the structure down, the equipment necessary to do the job, and the measures to be taken to perform the work safely. Planning for a demolition job is as important as actually doing the work. Therefore, all planning work should be performed by a competent person experienced in all phases of the demolition work to be performed. The American National Standards Institute (ANSI) in its ANSI A10.6-1983 - Safety Requirements For Demolition Operations states: "No employee shall be permitted in any area that can be adversely affected when demolition operations are being performed. Only those employees necessary for the performance of the operations shall be permitted in these areas." ENGINEERING SURVEY. Prior to starting all demolition operations, OSHA Standard 1926.850(a) requires that an engineering survey of the structure must be conducted by a competent person. The purpose of this survey is to determine the condition of the framing, floors, and walls so that measures can be taken, if necessary, to prevent the premature collapse of any portion of the structure. When indicated as advisable, any adjacent structure(s) or improvements should also be similarly checked. The demolition contractor must maintain a written copy of this survey.
    [Show full text]