: Plan Review and Project Services
|
|
|
- Pierce Foster
- 6 years ago
- Views:
Transcription
1 : Plan Review and Project Services November 7th, 2014 Contact Information Tony Schifiliti, Consultant Engineer Office: Cell: George Schork, Account Engineer Office: FM Global Plan Review Desk Office: (781) Factory Mutual Insurance Company 1175 Boston-Providence Turnpike P.O. Box 9102 Norwood, MA 02062
2 TABLE OF CONTENTS SECTION I: INTRODUCTION Page # PURPOSE 3 GENERAL GUIDELINES 3 SECTION II: SPECIFIC PROJECTS - Construction Drawings 4 Roofing Projects 4 New Roofs 5 Reroofing Projects 5 Automatic Sprinkler Protection 5 Fire Pump / Booster Pump Installations 6 Alarm Systems 7 Special Protection Systems 7 Fuel Fired Equipment 8 Design Guidelines Specific to Providence, RI 8 2
3 PURPOSE FM Global field engineering provides plan review and project loss prevention services exclusively to clients insured by FM Global. These services are designed to assist you in managing change to ensure that you maintain the highest level of loss prevention possible. The purpose of this guide is to provide you with information that will help you coordinate activities with FM Global to enable you to realize the maximum benefit of these services. What projects should involve FM Global? GENERAL GUIDELINES All new construction (includes prospecting new locations for relocation or expansion) Existing facility renovations resulting in significant change in occupancy or construction Modifications to fire protection (new construction & renovations) Re-roofing projects or roof modifications Diesel fuel installations/modifications associated with boilers and/or generators External exposures (e.g. installation of a nearby buried pipeline, etc.) Minor interior renovations such as relocating interior gypsum walls, door/hardware changes, furnishings, and so on should not be submitted for review. When in doubt, check with FM Global to see if a proposed change needs special attention. At what point should FM Global be involved with your changes? The sooner the better. Identifying loss prevention concerns at the conceptual stages of a project enables you to incorporate them in your design and to budget them in your cost estimates. 3
4 What can be done to ensure outside vendors follow FM Global guidelines? In your specifications for a new project, ask that all designs meet FM Global standards. Require contractors to submit plans and receive acceptance prior to starting any work. Specify that, where applicable, FM Approved equipment be used. Generally, what prints will FM Global need to see? While this can vary from project to project, the following is a generic list of prints that we typically review: Full Construction Set (Civil, Architectural, Structural, ME&P, Fire Protection) RoofNav Assembly # and RoofNav Contractor s Package ( Sprinkler Drawings, Fire Pump Data, Underground Fire Main/Water Supply Details Fire Alarm System Layout and Wiring Special Protection Systems (CO 2, Inergen, FM200, dry chemical) Fuel Fired Equipment (Boilers, Ovens, Furnaces) Process Equipment Diesel Generator Fuel Piping, Transfer Pump, Day Tank Arrangement In addition to prints, submit specifications, equipment lists, and calculations to enable a thorough review. All materials should be FM Approved. SPECIFIC PROJECTS Construction Drawings (Additions & New Buildings) FM Global reviews construction plans/site plans for various reasons including: To determine any hazards exposing the site such as flood, earthquake, gas pipelines, railroad sidings, adjacent structures, etc. To determine how the new building or addition affects the overall property conservation of the facility. To confirm that wind, rain and snow loads used in the design are adequate for the site. Roof Projects (New) FM Global reviews roof plans to determine resistance to anticipated wind uplift pressures and fire spread potential. The following information is needed to conduct a thorough review of new roof installations and re-roofing projects. Structural Prints: Include drawings and details of the roof cover, flashing, and design loads (live and dead load). Roof Drainage System: Submit drawings that show drain sizes, locations with respect to building columns, and the number of drains. Submit roof drainage calculations proving that the 4
5 design drainage is adequate for the anticipated rainfall intensity. Snow Loading Calculations: When applicable, submit these to ensure that an unbalanced snow load does not exceed the design live load of the roof. Wind Uplift Rating: Specify the uplift rating of the roofing system to ensure that it is designed to withstand the anticipated uplift pressures. Contact FM Global for uplift pressures. Specific Flashing Details: Follow design and installation guidelines provided in FM Global Loss Prevention Data Sheet 1-49, Perimeter Flashing, or provide an FM Approved assembly. Roof Specification including: RoofNav Assembly Number ( and RoofNav Contractor s Package (printed from the RoofNav website; roof system manufacturer can provide this information). Fastening Specifications: include the manufacturer s name, model, and the proposed fastening density. Secure roof decks and roof covers per RoofNav Assembly and FM Data Sheet 1-29 Roof Deck Securement and Above-Deck Roof Components specifications. Reroofing Projects or Recovers All of the above information is applicable to re-roofing projects. Information such as design load, snow load, etc. is important if the new roofing system will encroach on the design live load of the structure. Contact FM Global for information regarding anticipated wind uplift pressures, rainfall and snowfall intensities for a specific project. Sprinkler Protection Installations AUTOMATIC FIRE PROTECTION FM Global reviews plans for automatic sprinkler protection installations to ensure that the proposed system provides adequate protection for the occupancy, that the available water supply can support the proposed system demand, that the materials used are FM Approved, and that the system is being installed in accordance with FM Global recommended good practices. Contact FM Global for water supply and system design criteria. Submit the following information for review of automatic sprinkler system plans: Prints/drawings of the proposed automatic sprinkler system Hydraulic Calculations Equipment Manufacturers Specifications o Use FM Approved equipment when it is available. This includes but is not limited to: sprinklers, sprinkler pipe, fittings, control valves, and peripheral equipment including alarm switches, tamper switches, air pumps, earthquake bracing, etc. Occupancy Details o In order to properly evaluate the sprinkler systems adequacy, provide a detailed description of the occupancy. Include production equipment, operations, production processes, materials being stored, storage height, storage arrangement (palletized on floor, palletized in racks, etc.). 5
6 Instruct the installing contractor to complete the Contractor's Materials and Test Certificate, Form No. 85, for all installations and submit a copy to FM Global. Fire/Booster Pump Installations FM Global reviews fire pump booster pump installation plans to ensure that the installation will provide an adequate water supply to meet system demands, all components are FM Approved, and that the installation is in accordance with FM Global accepted good practices. Submit the following information for review of all fire pump installations: Prints of the proposed pump arrangement Manufacturer s Product Data Sheets for pump, driver, and controller. Manufacturer s Product data Sheets for all materials and peripherals. Manufacturer s certified bench curve for the pump. Pump House design & layout information including: o Location o Construction Specifically for electric fire pump installations: Single-Line Diagram showing the electric feed path to the pump. ALARM SYSTEMS FM Global reviews plans for fire alarm system installations to ensure that the system provides the required level of detection in the area of installation and that all equipment is FM Approved either as a system or on a component basis. Submit the following information for review of alarm system plans: Manufacturer s Product Data Sheets including make and model number(s): o For the entire system, if applicable o For all system components and options, if applicable. Manufacturer s Product Data Sheets for all equipment Prints showing system component layout, control panel wiring, battery backup. Initiating device circuits and signaling line circuits may be connected to operate any of the following: Manual fire alarm box Automatic fire detection like smoke, heat, flame, etc. Sprinkler waterflow alarm 6
7 Automatic fire pump supervision Tamper switches for sprinkler control valves Dry pipe air pressure supervision Supervision of other fire suppression systems SPECIAL PROTECTION SYSTEMS Special protection Systems are systems utilizing various extinguishing agents and include Inergen, FM 200, Carbon Dioxide, Dry Chemical, Water Spray and Foam systems. FM Global reviews plans for special protection systems to make sure that these systems provide adequate protection as required for a specific hazard. Submit the following information for review of special protection systems: System Prints Pre-Engineered vs. Component Systems o Select an FM Approved Pre-Engineered gaseous suppression system from the FM Global Approval Guide Calculations o The contractor's or installer's calculations are needed to show that the required concentrations or densities, and durations are available from the special protection system. Manufacturer's Equipment Product Data Sheets Occupancy Details o Room and subfloor dimensions (length, width, height). Type of equipment/occupancy to be protected. Comment on the presence of ordinary combustibles (desks, chairs, paper, etc.) FUEL-FIRED EQUIPMENT FM Global reviews plans for fuel-fired equipment installations to ensure that all necessary controls and safeguards are included in the installation, all equipment used is Factory Mutual research approved, and that all safeguards are configured and wired for proper sequence of operation. Submit the following information for review of fuel-fired equipment installations: Fuel Train Piping Diagram Electrical Ladder Diagram or Controller Program Logic Equipment and Materials List: The manufacturers name and model number should be included for all equipment. 7
8 DESIGN GUIDELINES SPECIFIC TO PROVIDENCE, RI Information in this section will provide general guidance to building designers to assist in determining the type of construction needed to resist external forces exerted on the building in the Providence region. Design Lateral Loads o Basic Wind Speed (3 sec. gust) 105 mph o Ground Roughness (Wind Exposure) C o Safety Factor 2.0 o Building Importance Factor 1.15 Other Design o Rainfall Intensity: 2.25 in/hr 8
PLAN SUBMITTAL REQUIREMENTS - ARCHITECTURAL
FIRE DEPARTMENT 10573 E Stockton Blvd. Elk Grove, CA 95624 (916) 405-7100 Fax (916) 685-6622 www.yourcsd.com PLAN SUBMITTAL REQUIREMENTS - ARCHITECTURAL I Purpose To advise architects, engineers and contractors
Candidate NICET ID No.: NICET ENGINEERING TECHNICIAN CERTIFICATION Experience Application, Part II: Verifier Data. (Please print legibly or type)
Candidate: Experience Application, Part II: Verifier Data Candidate NICET ID No.: SM Standard Model (Please print legibly or type) To be completed by the Verifier only Name: Title: Current employer: Daytime
Loads and Load Paths. "Architecture is inhabited sculpture." -Constantin Brancusi
Loads and Load Paths "Architecture is inhabited sculpture." -Constantin Brancusi Loads and Load Paths Structural Design Design Loads Dead Load Live Load Snow Load Lateral Loads Load Types Load Combinations
10/23/2011. Plan Examination. Plan ExaminationPurpose. Catch problems in advance of construction.
Plan Examination 1 Plan ExaminationPurpose 2 Catch problems in advance of construction. 3 1 Discovery of problems in the field results in higher cost. 4 Can a good plan review eliminate all problems in
2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)
2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) (Reproduce the following data on the building plans sheet 1 or 2) Name of Project: Address:
Training Certification Categories
Training Certification Categories Residential Residential Building Inspector structures are free from hazardous structural conditions and comply with the UCC. Duties include inspection of footings and
Recommended Fastening Patterns for Rmax Insulation in Low Slope Roofing Applications
Recommended Fastening Patterns for Rmax Insulation in Low Slope Roofing Applications INTRODUCTION Rmax recommends that any insulation which is laid over a steel or wood roof deck be attached with mechanical
HERMIT S REST GRAND CANYON NATIONAL PARK BUILDING CODE REVIEW
HERMIT S REST GRAND CANYON NATIONAL PARK BUILDING CODE REVIEW 27 September 2007 prepared by: J. CHRIS EVANS ARCHITECT 3220 E. Terra Alta Blvd. No. 9 Tucson, Arizona 85716 520.319.8835 evansarch@hotmail.com
A/E Design Deliverable Checklist
A/E Design Deliverable Checklist Design deliverables for the Design Development phase shall include all items listed in the Design Development column as well as those all items listed in the Schematic
MECKLENBURG COUNTY. Land Use and Environmental Service Agency Code Enforcement
MECKLENBURG COUNTY Land Use and Environmental Service Agency Code Enforcement Draft 11/17/08 Utility transformer issues began surfacing last year with questions of enforcement responsibilities due to utility
Code Requirements for Existing Buildings. R. W. Sullivan, Inc. 529 Main St., Suite 203 Charlestown, MA (617)
Code Requirements for Existing Buildings R. W. Sullivan, Inc. 529 Main St., Suite 203 Charlestown, MA (617) 523-8227 www.rwsullivan.com R.W. Sullivan Engineering (RWS) was established in 1945 and currently
PLANS REVIEW CRITERIA - COMMERCIAL BUILDINGS
PLANS REVIEW CRITERIA - COMMERCIAL BUILDINGS NOTE: Building Code compliance is the obligation of design professionals and/or contractors. Plan review and inspection guidelines are to be used to ensure
Power Electronics, Inc. Packaged Equipment Center Standard Construction and Design Features
DESIGN CRITERIA FOR STANDARD CONSTRUCTION: These standard design elements of the P.E.I. Power Equipment Center are utilized to meet the following design criteria per ASCE 7-05 as adopted by the IBC (International
TENTS AND OTHER MEMBRANE STRUCTURES
CHAPTER 31 TENTS AND OTHER MEMBRANE STRUCTURES SECTION 3101 GENERAL 3101.1 Scope. Tents and membrane structures shall comply with this chapter. The provisions of Section 3103 are applicable only to temporary
Element Z General Design Requirements Existing Facilities Information
Anderson Central 100B, PART 1 - INTRODUCTION 1.01 OVERVIEW A. This Section provides general information for building systems and components. B. Refer to the Owner s Design Guideline Elements A though G
Property Condition Assessment
Property Condition Assessment Pewaukee, WI 53072 Inspection Date: 1/6/15 Prepared For: Report Number: Prepared By: Shamrock Building Inspection Consultants LLC N29 W29951 Shel-Mar Dr. Pewaukee, WI 53072
Building Permit Application Instructions INFORMATION REQUIRED FOR ISSUANCE OF A BUILDING PERMIT
Building Permit Application Instructions NOTICE: Keep these instructions for your records. Please read and understand these instructions completely prior to completing and submitting your building permit
Permit Requirements: Building Codes: The City of Clanton has adopted the following codes which are enforced by the Building Department:
Permit Requirements: Any owner, authorized agent, or contractor who desires to construct, enlarge, alter, repair, move, demolish, or change the occupancy of a building or structure, or to erect, install,
BUILDING CODE VARIANCE
BUILDING CODE VARIANCE April 2009 06-BCV-011-R1 Page 1 of 8 DISCUSSION MULTI-LEVEL STORAGE RACKING SYSTEMS The Alberta Building Code 2006 contains no specific requirements for multi-level storage racking
CANTILEVER RACK SPECIFICATIONS PART 1 GENERAL 1.1 SCOPE 1.2 APPROVED MANUFACTURER 1.3 REGULATORY ORGANIZATIONS AND GROUPS 1.4 QUALITY ASSURANCE
CANTILEVER RACK SPECIFICATIONS PART 1 GENERAL 1.1 SCOPE This specification is intended to describe the general requirements applicable to a proper structural cantilever rack design. In addition, it is
HOUSE REPAIRS & RENOVATIONS BUILDING PERMIT REQUIREMENTS
St. Louis County Department of Public Works Division of Code Enforcement HOUSE REPAIRS & RENOVATIONS BUILDING PERMIT REQUIREMENTS This guide is intended to provide the homeowner or contractor with the
The following is required for a complete permit submittal for each unit.
P: (847)810-3502 OR (847)810-3503/3521, F: (847)615-4383 MULTI-FAMILY OR COMMERCIAL ADDITION OR ALTERATION PERMIT REQUIREMENTS The following is required for a complete permit submittal for each unit. MULTI-FAMILY
Understanding Wind Uplift Ratings
Page 1 of 5 Home Understanding Wind Uplift Ratings By Stan Choiniere September 1, 2006 What is an FM Approvals wind test, and what do the various wind uplift ratings mean? This question is frequently asked,
GENERAL PLAN REVIEW REQUIREMENTS
GENERAL PLAN REVIEW REQUIREMENTS Cover Letter A letter (or an authorized pre-printed form) authorizing CCIS to perform the Plan Review is required. CCIS performs plan reviews for the ICC International
KETTERING ICE ARENA STRUCTURAL & MEP STUDY
KETTERING ICE ARENA STRUCTURAL & MEP STUDY PREPARED BY: HEAPY ENGINEERING MECHANICAL ELECTRICAL COMMISSIONING TECHNOLOGY 1400 WEST DOROTHY LANE DAYTON, OHIO 45409-1310 HEAPY PROJECT NO. 2013-07046 MARCH,
SECTION SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS REVISED PART 1 GENERAL 1.1 DESCRIPTION:
SECTION 13 05 41 SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS REVISED 1-25-13 PART 1 GENERAL 1.1 DESCRIPTION: A. Provide seismic restraint in accordance with the requirements of this section
A/E Design Deliverable Checklist
A/E Design Deliverable Checklist Design deliverables for the Design Development phase shall include all items listed in the Design Development column as well as those all items listed in the Schematic
SECTION CLAY BARREL TILE ROOFING. A. American Society for Testing and Materials (ASTM):
SECTION 07320 CLAY BARREL TILE ROOFING PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 02072 - Removals. 2. 07600 - Flashing and Sheet Metal. 1.02 REFERENCES A. American Society for Testing and Materials
CITY OF CALABASAS RESIDENTIAL PLAN REQUIREMENTS 1 OF 5 8/2017 PLAN INFORMATION
1 PLAN INFORMATION Residential plans must be legible and capable of digital scanning. All sheets shall be the same size and distinctly labeled with a sheet title and number. The minimum dimension of the
B. System Design and Performance Requirements
15625 Water Chillers This document provides design standards only, and is not intended for use, in whole or in part, as a specification. Do not copy this information verbatim in specifications or in notes
TENTS AND MEMBRANE STRUCTURES
CHAPTER 24 TENTS AND MEMBRANE STRUCTURES SECTION 2401 GENERAL 2401.1 Scope. Tents and membrane structures shall comply with this chapter. The provisions of Section 2403 are applicable only to temporary
CITY OF RICHMOND PINE CAMP COMMUNITY CENTER ROOF REPLACEMENT PROJECT RCS PROJECT NO
SECTION 07220 - ROOF INSULATION PART 1 - GENERAL 1.01 DESCRIPTION A. Work included: The Roofing Contractor will provide all polyisocyanurate insulation and high density wood fiber roof insulation (tapered
ROOFING CONTRACTORS GENERAL TRADE KNOWLEDGE EXAMINATION CONTENT INFORMATION
ROOFING CONTRACTORS GENERAL TRADE KNOWLEDGE EXAMINATION CONTENT INFORMATION Revised September 14 The General Trade Knowledge portion of the examination is administered daily in Computer Based Testing (CBT)
Minnesota Healthcare Engineers Association, Fall Conference. Bob Dehler, P.E. Engineering Program Manager September 14, 2017
Minnesota Healthcare Engineers Association, Fall Conference Bob Dehler, P.E. Engineering Program Manager September 14, 2017 Categories of Rehabilitation Work in Healthcare Facilities Bob Dehler, P.E. robert.dehler@state.mn.us
Combustible Exterior Wall Cladding Systems: An ICC Perspective
Combustible Exterior Wall Cladding Systems: An ICC Perspective The tragic Grenfell Tower fire in London brought extensive public focus on combustible exterior wall systems, often called cladding, prompting
Received by:* Date Received:* Zoning Approval:* Date:* PERMIT#:* *ZONING: *SETBACKS: FRONT ft/ SIDE ft/ REAR ft *FLOOD ZONE:
HENDRY COUNTY BUILDING, LICENSING & CODE ENFORCEMENT POST OFFICE BOX 2340 * 640 SOUTH MAIN STREET * LABELLE, FLORIDA 33975 * (863) 675-5245 * FAX: (863) 674-4194 1100 OLYMPIA ST CLEWISTON, FLORIDA 33440
BUILDING CODES & DESIGN CRITERIA
BUILDING CODES & DESIGN CRITERIA Adopted Building Codes: 2006 International Building Code (IBC) 2006 International Residential Code (IRC) 2006 International Mechanical Code (IMC) 2006 International Plumbing
Structural Redesign Gravity System
Redesign Gravity System Design Considerations A composite floor system was used for this design to maximize the efficiency of the material being used. This type of system requires less material and provides
SPACE TYPE: OUTSIDE PARKING (STRUCTURE)
SPACE TYPE: OUTSIDE PARKING (STRUCTURE) Construction Criteria The unit costs for Outside Parking (Structure) space types are based on the construction quality and design features in the following table.
Mechanical (HVAC)* * MasterFormat Specifications Division 23
40 Mechanical (HVAC)* The mechanical subcontractor (more commonly referred to as the heating, ventilation, and air conditioning, or HVAC, subcontractor) will furnish and install all equipment, ductwork,
RESIDENTIAL BUILDING PLAN REQUIREMENTS
CITY OF MANSFIELD BUREAU OF BUILDING AND CODES 30 NORTH DIAMOND STREET 3RD FLOOR MANSFIELD, OHIO 44902 Phone (419) 755-9688 Fax (419) 755-9453 www.ci.mansfield.oh.us RESIDENTIAL BUILDING PLAN REQUIREMENTS
HIGH PILED COMBUSTIBLE STORAGE CITY OF NOVI SUBMITTAL CHECKLIST In Accordance with Chapter 23 of the 2006 International Fire Code
Project Name/Tenant: HIGH PILED COMBUSTIBLE STORAGE CITY OF NOVI SUBMITTAL CHECKLIST In Accordance with Chapter 23 of the 2006 International Fire Code Site Address: Applicant: Phone: Bldg/Unit/Suite: A
The designer shall also submit additional information required by the University as described and underlined below.
I. Structural Engineering Submissions The designer shall submit all information required by the State Construction Office (SCO) as described in the State Construction Manual Chapter 300 - Project Design
Dave Harper, Building Official (509) Susan Davis, Administrative Secretary (509)
City of Colville Building Department The Building Department is responsible for the issuance of permits for commercial and residential construction projects within the city. This responsibility includes
Applying the Building Code During Design
Applying the Building Code During Design A Step-By-Step Process AIA Learning Units The Salt Lake City CSI Chapter is a Registered Provider with The American Institute of Architects Continuing Education
Read Only Copy Not For Distribution. Chapter 17. Private Potable Water Supply Systems 17.1 GENERAL REGULATIONS 17.2 QUANTITY OF WATER REQUIRED
Chapter 17 Private Potable Water Supply Systems 17.1 GENERAL REGULATIONS 17.1.1 Applicability The regulations in this chapter apply to any private potable water supply system where plumbing fixtures are
http://www.bls.gov/oco/ocos208.htm Insulation Workers Nature of the Work Training, Other Qualifications, and Advancement Employment Job Outlook Projections Data Earnings OES Data Related Occupations Sources
FACILITY DESIGN PLAN FOR HARDING HALL RENOVATION AND ADDITION SOUTH DAKOTA STATE UNIVERSITY DATE: March 29, 2017
FACILITY DESIGN PLAN FOR HARDING HALL RENOVATION AND ADDITION SOUTH DAKOTA STATE UNIVERSITY DATE: March 29, 2017 SDSU requests approval of this Facility Design Plan for renovation and addition to Harding
E d u c a t i o n a l S e m i n a r s f o r B u i l d i n g & R e s i d e n t i a l C o d e
I N D E X E d u c a t i o n a l S e m i n a r s f o r B u i l d i n g & R e s i d e n t i a l C o d e Title Course Number *Seminar Length (days) Pg. Class Scheduling Policies 8 International Building Code
The Building Codes A.R.E. Building Design and Construction Exam Prep
Know Thy Codes! The Building Codes Building Codes The Code of Hammurabi 4000bc Developed 19 th and 20 th c. Codes define what you can and can t do Allowable area and height based on degree of danger Fire
Suspended Metal lath and Cement Plaster. Coverings Rigid Insulation, 1/2 - in 0.75 psf. Floor Fill Lightweight Concrete, per inch 8 psf
Dead Loads Ceiling Suspended Metal lath and Cement Plaster 15 psf Coverings Rigid Insulation, 1/2 - in 0.75 psf Floor Fill Lightweight Concrete, per inch 8 psf Floor Finish Frame Partitions Ceramic or
UNIVERSITY OF ALASKA FAIRBANKS DIVISION 14 - CONVEYING EQUIPMENT DESIGN STANDARDS SECTION
PART 1 - GENERAL 1.01 Elevator manufacturer to provide equipment and installation warranty and maintenance services for at least one year after acceptance. This requires routine monthly inspection, emergency
NRCC Guarded Hot Box Testing (ASTM C ) for Energy Efficiency of a Total Roof Assembly
Introduction 2001 Company, contracted NRCC/IRC to evaluate and determine both the thermal resistance and air leakage characteristics of five roofing specimens under controlled laboratory conditions. The
Title: Building Construction for the Fire Service. Time: 3 hours. Teaching Materials: White board Building Construction for the Fire Service (PDF)
Title: Building Construction for the Fire Service Time: 3 hours Teaching Materials: White board Building Construction for the Fire Service (PDF) Motivation: With the evolution of newer building construction
Building Design Data
Building Design Data.. 1. Building Design The KORE ICF System is designed to meet the requirements of the Building Regulations 1997-2006, in the case of two storeys, single occupancy dwellings. If the
Bureau Policy for Tent Permit
Bureau Policy for Tent Permit Introduction: Occasionally we receive applications for erecting temporary or permanent tents at schools or commercial establishments. This policy is generated to give a general
SECTION PLATE CONNECTED WOOD TRUSSES
SECTION 06173 PLATE CONNECTED WOOD TRUSSES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Shop fabricated wood trusses for roof and floor framing. 2. Bridging, bracing, and anchorage. B. Related Sections:
Building Code 8 th Edition
Massachusetts State Building Code 8 th Edition Kevin S. Hastings, P.E., LEED AP R. W. Sullivan, Inc. 529 Main St., Suite 203 Charlestown, MA (617) 523-8227 www.rwsullivan.com RW R.W. Sullivan Engineering
Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi
STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel
CODE COMPLIANCE PLAN REVIEW PROCEDURES
CODE COMPLIANCE PLAN REVIEW PROCEDURES 1. All construction for state agencies on state-owned or state leased-purchased properties or facilities are to submit design documents for code compliance plan reviews
Code Requirements for Existing Buildings. R. W. Sullivan, Inc. 529 Main St., Suite 203 Charlestown, MA (617)
Code Requirements for Existing Buildings R. W. Sullivan, Inc. 529 Main St., Suite 203 Charlestown, MA (617) 523-8227 www.rwsullivan.com R.W. Sullivan Engineering (RWS) was established in 1945 and currently
Thule Prototype BIM Manual for Dormitories. February 5, 2010
Thule Prototype BIM Manual for Dormitories February 5, 2010 TABLE OF CONTENTS INTRODUCTION Executive Summary 2 Goals 2 Scope and Use 2-4 Program Assumptions Kit of Parts GUIDELINE INTEGRATION Site Design
Division II Contractors
Division II Contractors (d) "Sheet metal contractor" means a contractor whose services are unlimited in the sheet metal trade and who has the experience, knowledge, and skill necessary for the manufacture,
OWNER S REPONSIBILITIES AND PREPARATION INSTRUCTIONS. Schedule "C"
OWNER S REPONSIBILITIES AND PREPARATION INSTRUCTIONS Schedule "C" Building Code All Ready To Move (RTM) Homes are built according to the Alberta Building Code and National Building Code. Please note that
APPENDIX A - Seismic Terms, Tables and Figures:
APPENDIX A - Seismic Terms, Tables and Figures: Seismic Design Force, (F p ) G-force that the unit must be able to withstand. This number is calculated using the factors described below. a S 0.4 P DS z
High Piled Combustible Storage Guideline
Moreno Valley High Piled Combustible Storage Approved and Authorized By: Adria Reinertson, Fire Marshal Issued: May 5, 2017 Rev: 7-28-16 City of Moreno Valley Fire Department Page 1 of 19 High Piled Storage
THE CONSTRUCTION SUPERVISOR
City of Aurora Building Inspections 15151 E Alameda Pkwy Aurora, CO 80012 (303) 739-7420 THE CONSTRUCTION SUPERVISOR When a building permit has been issued for any construction within the City, the Supervisor
TECHNICAL REPORT 2 BUILDING CODES, SPECIFICATIONS, AND LOADS
TECHNICAL REPORT 2 BUILDING CODES, SPECIFICATIONS, AND LOADS SECOND & STATE BUILDING HARRISBURG PA JADOT A MOOSMAN STRUCTURAL OPTION Primary AE Faculty Consultant... Dr. Thomas E. Boothby Date of Submission...
BASEMENT FINISH PERMIT AND BUILDING CODE REQUIREMENTS (REVISED 3/6/2018)
BASEMENT FINISH PERMIT AND BUILDING CODE REQUIREMENTS (REVISED 3/6/2018) PERMIT SUBMITTAL CHECKLIST: Signed and completed Building Permit application form. A separate Electrical permit is required from
TEMPORARY MEMBRANE STRUCTURES, TENTS AND CANOPIES Created July 2005, Revised January 2012
TEMPORARY MEMBRANE STRUCTURES, TENTS AND CANOPIES Created July 005, Revised January 01 COLORADO SPRINGS FIRE DEPARTMENT Division of the Fire Marshal If you have any questions or comments regarding the
GUIDE SPECIFICATIONS CURA ADJUSTABLE REROOF FRAMING SYSTEMS SECTION REROOFING ADJUSTABLE FRAMING SYSTEM
- --- -- ----..-------~------------------------------------ GUIDE SPECIFICATIONS CURA ADJUSTABLE REROOF FRAMING SYSTEMS SECTION 07415 REROOFING ADJUSTABLE FRAMING SYSTEM PART 1 - GENERAL 1.01 SCOPE A.
FEMA P-1019 Emergency Power Systems for Critical Facilities. ASFPM May 4, 2017 David K Low, PE DK Low & Associates
FEMA P-1019 Emergency Power Systems for Critical Facilities ASFPM May 4, 2017 David K Low, PE DK Low & Associates FEMA P-1019 FEMA P-1019 A critical facility that is fully compliant with the minimum building
Approval Standard. for. Flammable and Combustible Liquid Storage Buildings
Approval Standard for Flammable and Combustible Liquid Storage Buildings Class Number 6049 August 1991 (Effective Date: August 1, 1992) 2002 FM Global Technologies LLC. All rights reserved. Foreword FM
RFP Feasibility Design Services: Clinical Education & Assessment Center Expansion Questions & Answers: February 13 th, 2018
Question & Answer: #1 The RFP calls for a survey of the building to gain a comprehensive understanding of the existing building, utilities, building systems, occupancies and all existing conditions as
Chapter 18 Welding Table of Contents
Chapter 18 Welding Table of Contents 18.1 Foreword 18.2 Introduction 18.3 Applicability of Standard 18.4 Other Policies that Might Apply 18.5 Approved Areas for Welding and Cutting 18.6 Other Areas 18.7
CHAPTER 26 PLASTIC SECTION BC 2601 SECTION BC 2603 GENERAL FOAM PLASTIC INSULATION
CHAPTER 26 PLASTIC SECTION BC 2601 GENERAL 2601.1 Scope. These provisions shall govern the materials, design, application, construction and installation of foam plastic, foam plastic insulation, plastic
Construction OS&H Project planning and control for safe OS&H
Construction OS&H Project planning and control for safe OS&H Summary General principles of project planning and control OS&H by design as a key element of project planning and control OS&H performance
SECTION ROOF PEDESTAL PAVER SYSTEM
SECTION 07 76 00 ROOF PEDESTAL PAVER SYSTEM ************************************************************************************************************************ Edit entire master to suit project requirements.
Jean Vaillancourt Fire Protection Specialist Hilti (Canada) Corp.
Cable Management Firestop Jean Vaillancourt Fire Protection Specialist Hilti (Canada) Corp. FIRESTOPPING KNOWLEDGE FOR BETTER SPECIFICATION AND DESIGN OF FIRE-RATED CONSTRUCTION Presentation Topics and
ELVORON LU/LA ELEVATOR
Creating An Accessible World ELVORON LU/LA ELEVATOR DESIGN AND PLANNING GUIDE www.garaventalift.com Please note: Dimensions provided in this Guide are for REFERENCE ONLY and should not be used for site
WITH THE TITLE 24. replacement. story. stories, etc. R disconnects. to, PV. unit and any. supporting frame. conditions. greater than the main
CITY OF CYPRESS Building Division 5275 Orange Avenue, Cypress, California 906300 714-229-6730 buildingpermits@ @ci.cypress.ca.us RESIDENTIAL PHOTOVOLTAIC SYSEMS ALL WORK SHALL REQUIRE COMPLIANCE WITH THE
Telecommunication Spaces
Telecommunication Spaces October 19, 2016 Page 1 Revision History Telecommunication Spaces Standard Effective Date Email Version Contact Phone OIT-TS strevena@csustan.edu 1.0 Stan Trevena 209.667.3137
659 VAN METER STREET CINCINNATI, OH Phone: Fax: Website:
659 VAN METER STREET CINCINNATI, OH 45202 Phone: 513. 241. 1230 Fax: 513. 241. 1287 Website: www.hixson-inc.com Email: info@hixson-inc.com IN-HOUSE EXPERTISE At Hixson, it is not enough to offer only a
Minnesota Health Care Engineers Association
Minnesota Health Care Engineers Association Life Safety Code Potpourri Friday, May 1, 2015 Presenter: Bob Dehler, P.E., Engineering Program Manager, Minnesota Department of Health Minnesota Department
UNIVERSITY OF ARIZONA CONSTRUCTION AND RENOVATION PERMITTING PROCEDURE ADOPTED: JULY 2011
UNIVERSITY OF ARIZONA CONSTRUCTION AND RENOVATION PERMITTING PROCEDURE ADOPTED: JULY 2011 CONTENTS A. PURPOSE B. DESIGNATED RESPONSIBILITIES C. DEFINITIONS D. PROJECT SUBMITTAL PROCEDURE E. REQUIREMENTS
Introduction. Disclaimer. Table of contents
Updated July 18, 2012 Introduction The Cambridge Elevating Limited-Use / Limited-Application Elevator is designed to service schools, libraries, low rise, low occupancy commercial buildings, churches and
MINIMUM SPECIFICATIONS
MINIMUM SPECIFICATIONS A) GREENHOUSE STRUCTURE: (EDUCATOR) 30 X 96 Galvanized Steel Frame Consisting of: A. Column Post: Allied 2 x 4 Rectangle 6 Spacing B. Bows: Allied 2 x 3 Rectangle 6 Spacing C. Trusses:
CITY OF SELMA, TEXAS Inspection Guidelines: Residential
Selma, Texas, located in Bexar, Comal, and Guadalupe Counties Responsible party: Larry Verner, P.E. City Engineer Ph. (210) 651-7828 lverner@ci.selma.tx.us The Permits and Inspections Department welcomes
KEEPING UP WITH I-CODES
KEEPING UP WITH I-CODES 54 www.professionalroofing.net MARCH 2015 Changes to the 2015 I-codes affect roof system designs by Mark S. Graham Model codes, such as those developed by the International Code
Page 3 of 12. Inspected Describe. Explained. Health & Safety. Maj. Def. Examiner Notes STRUCTURE N/A. Financial Impact. Impact.
STRUCTURE Foundations * Floor structure * Wall structure * Ceiling structure * Roof structure * Deficiencies in structure * Access Method d Under floor crawlspace/attic * Page 3 of 12 EXTERIOR Exterior
LEVEL TWO NUMBERS AND TITLES. Introductory Information. Bidding Requirements. Contracting Requirements. Facilities and Spaces. Systems and Assemblies
MasterFormat LEVEL TWO NUMBERS AND TITLES Introductory Information 00001 Project Title Page 00005 Certifications Page 00007 Seals Page 00010 Table of Contents 00015 List of Drawings 00020 List of Schedules
Demolition Safety!!!!
Sample Written Program For Your Company For Demolition Safety Provided By: P.O. Box 2136 Slidell, LA 70458 Phone: 985-781-1444 Fax: 985-718-4957 Email: info@se-safety.com Demolition Safety Program Purpose
BUILDING PERMIT INFORMATION GUIDE FOR THE HOMEOWNER
THE CORPORATION OF THE MUNICIPALITY OF SOUTH HURON 322 Main Street South, P.O. Box 759, Exeter, Ontario N0M 1S6 PHONE: (519) 235-0310 FAX: (519) 235-3304 TOLL FREE: 1-877-204-0747 WEBSITE: www.southhuron.ca
SPECIFICATION FOR THE DEVELOPMENT OF LPA CLEAN ROOM INFRASTRUCTURE Description of work
SPECIFICATION FOR THE DEVELOPMENT OF LPA CLEAN ROOM INFRASTRUCTURE Description of work Creation of Three clean area rooms (Master Mix, Amplification and Hybridization rooms) for Line Probe Assay with two
January 18, 2010 Report No. 7 MONTHLY CONSTRUCTION PROGRESS REPORT
January 18, 2010 Report No. 7 MONTHLY CONSTRUCTION PROGRESS REPORT METROPOLITAN ENTERTAINMENT & CONVENTION AUTHORITY MONTHLY CONSTRUCTION PROGRESS REPORT Metropolitan Entertainment & Convention Authority
Minimum Standards for Building Occupancy. Safety Resources
Minimum Standards for Building Occupancy 2017 Safety Resources Contents 1 Purpose... 1 2 Applicable To... 1 3 Scope... 1 4 Definitions... 1 5 Training... 2 6 Safety... 2 7 Equipment and Materials... 2
BUILDING/STRUCTURE/TRADE
Office of Planning and Development Building Division 330 W. Church St. P.O. Box 9005, Drawer GM02 Bartow, FL 33831-9005 BUILDING/STRUCTURE/TRADE (863)534-6080 www.polk-county.net APPLICATION FAX (863)