AT/FP DESIGN STANDARDS
|
|
- Linette Brown
- 6 years ago
- Views:
Transcription
1
2 AT/FP DESIGN STANDARDS AT/FP has gained prominence in recent years, and has been a developing design issue for military and other federal projects. TWO APPROACHES: DoD through the UFC s (Unified Facilities Criteria) GSA through the ISC s (Interagency Security Committee)
3 AT/FP DESIGN GUIDELINES UFC DoD Minimum Antiterrorism Standards for Buildings (9 Feb, 2012 w/ Change 1, 1 Oct 2013) UFC Selection and Application of Vehicle Barriers (8 June 2009, w/ Change 1, 9 Aug 2010) UFC Design of Buildings to Resist Progressive Collapse (14 July 2009, w/ Change 1, 27 Jan 2010) Provides design requirements necessary to reduce the potential of progressive collapse for new and existing facilities that experience localized structural damage through normally unforeseeable events.
4 AT/FP DESIGN GUIDELINES PBS-P100 US General Services Administration (GSA) Facilities Stds for the Public Buildings Service (primarily Chapter 8) GSA Site Security Design Criteria (predecessor to ISC) Establishes principles and lays out the process to follow in designing site security for any Federal project ISC Security Design Criteria for New Federal Office Buildings and Major Modernization Projects, Medium-High-Level Construction ISC Security Design Criteria, Part I ISC Security Design Criteria, Part II ISC Security Standards for Leased Spaces Note: The Whole Building Design Guide (WBDG.org) has a good article comparing and contrasting ISC with UFC approach.
5 ISC SECURITY DESIGN CRITERIA
6 WHAT PROJECTS NEED TO MEET THESE REQUIREMENTS? DoD Buildings New Buildings Must meet Existing Buildings Triggers MAJOR INVESTMENTS - GREATER THAN 50% VALUE CHANGE IN OCCUPANCY LEVEL WINDOW REPLACEMENT Other buildings deemed important by owner/occupants ANTI- TERRORISM / FORCE PROTECTION JANUARY 8, 2015
7 AT/FP DESIGN STRATEGIES Maximize Standoff Distance Prevent Building Collapse Minimize Hazardous Flying Debris Provide Effective Building Layout Limit Airborne Contamination Provide Mass Notification
8 AT/FP DESIGN STRATEGIES CASE STUDY OKLAHOMA CITY BOMBING (1995) 168 deaths, 680 injuries Maximize Standoff Distance Truck Bomb 5,000 lb TNT equivalent Truck was located in building drop off zone Prevent Building Collapse The bomb compression wave caused floors 4 and 5 to shear up and off their columns and collapse on to floor 3. Floor 3 included a large transfer beam. All the vertical columns on the southern perimeter that were connected to the transfer beam collapsed, along with any floor sections that depended on those columns for vertical support Building collapse contributed to a majority of deaths Minimize Hazardous Flying Debris Broken glass accounted for 5% of deaths and 69% of injuries
9 AT/FP DESIGN STRATEGIES CASE STUDY
10 AT/FP DESIGN PROCESS Determine building occupancy Determine applicable level of protection Determine standoff distance Determine applicable explosive weight Type I (no controlled perimeter) Type II (within controlled perimeter) Determine building construction types If conventional construction distances are met, detail building per UFC standards If conventional construction distances are not met, design building systems for actual blast loads (dynamic - SBEDS or equivalent or static methodology)
11 OCCUPANCY CATEGORIES DoD Standards Applicability: Low occupancy: < 11 people and < 1 person per 430 sf Inhabited: 11 people and 1 person per 430 sf Primary gathering and billeting: 50 people and 1 person per 430 sf ISC Standards Applicability (partial): Level I: 100 people, and 10,000 sf Level II: 101 to 250 people and 10,001 to 100,000 sf Level III: 251 to 750 people and 100,001 to 250,000 sf Level IV: > 750 people and > 250,000 sf
12 AT/FP DESIGN ASSUMPTIONS - UFC UFC is not intended to address all potential AT/FP threats AT/FP design is intended to address baseline threats and provide general protection Threats are assumed to be directed against DoD personnel Protection against worst case scenario for each building would be cost prohibitive Requirements differ for new and existing buildings
13 AT/FP DESIGN ASSUMPTIONS EW I Controlled perimeters channel vehicles to access control points or force aggressors to breach the barrier overtly Vehicle bombs of the size of EW I are likely to be detected during a search, and are assumed to not penetrate a controlled perimeter. It is assumed that vehicle bombs (EW I) will be parked covertly without being noticed (in legal parking areas) Vehicle barriers for roads and parking areas (outside of access control points) are not req d to stop moving vehicles. Penetration of these barriers is assumed to be observed.
14 AT/FP DESIGN ASSUMPTIONS EW II Bombs of the size of EW II is assumed to enter a controlled perimeter undetected. Aggressors will not attempt to place explosive devices in areas near buildings where devices could be visually detected (hidden in trash containers, beneath parked vehicles, etc). Hand delivered bombs will be at least 6 in height Roadways and parking do not require physical barriers. Ensure that driving outside boundaries would draw attention.
15 STANDARD 1 STANDOFF DISTANCE Increasing standoff distance is easiest method to minimize blast loading. Standoff distance is measured to roadways, parking areas and driving lanes within parking areas (new bldgs) Blast pressure varies linearly with charge weight. Doubling charge weight = 2x blast pressure. Blast pressure is inversely proportional to cube of standoff distance. Doubling distance = 8x reduction in blast pressure. 1 lb explosive at 10 ft standoff = 125 lb explosive at 50 ft standoff
16 STANDARD 1 STANDOFF DISTANCE
17 STANDOFF DISTANCE / CLEAR SPACE Eliminate hiding places for explosives (6 height) Items to plan for: Vehicle parking Mechanical equipment locations Dumpsters Service access and fire lanes (control) Landscaping Vehicle drop off (OK for certain uses)
18 STANDARD 1 STANDOFF DISTANCE For the structure, if the standoff distances are achieved, conventional construction may be used. If the maximum standoff is not achievable, the minimum can be used with a hardened structure. Controlled (gated) parking may be provided within CCSD for buildings where vehicle access is req d (i.e. vehicle maintenance buildings)
19 STANDARD 1 STANDOFF DISTANCE Revised for 2012 Distances apply to both new and existing. (Some exceptions.) Controlled perimeter or not. Type of use. Load bearing element or not.
20 STANDARD 1 STANDOFF DISTANCE New Table for 2012 Identifies basic types of construction. Using letters from Table B-1, find Standoff Distance. Note: There is significant interplay between determining standoff, and costs of windows & doors.
21 SAMPLE BUILDING
22 SAMPLE BUILDING
23 SAMPLE BUILDING
24 SAMPLE BUILDING
25 SAMPLE BUILDING
26 STRUCTURAL SYSTEM TRADE-OFFS System mass helps blast resistance. Light gage stud systems have poor performance: Conventional construction assumes slip track connection at top of walls System performance can be enhanced with individual connection clips (The Steel Network or equivalent) Systems with partial height cladding (i.e. masonry wainscot) use the more conservative values for CCSD
27 IMPORTANT STAND-OFF DISTANCES Distance to controlled perimeter less than 200 ft Both Explosive Type I and II are considered Distance to controlled perimeter exceeds 200 ft Explosive Type II will govern No need to consider Explosive Type I
28 IMPORTANT STAND-OFF DISTANCES CCSD apply to wall assemblies. Windows and doors still need to be designed for actual blast pressures. Steel stud wall at 165 stand-off = minimal impact to window design Concrete wall at 16 stand-off = significant impact to window design Window and Door Construction will be heavier and more expensive at stand-off distances less than: 82 ft for Explosive Type I 33 ft for Explosive Type II Dynamic Analysis of Windows and Doors ($$$) is required for standoff distances less than: 43 ft for Explosive Type I 23 ft for Explosive Type II
29 STANDARD 2 CLEAR SPACE Required to be equal to the conventional construction standoff for Explosive Weight II, instead of 10 meters. No parking within unobstructed space (including handicapped parking or gov t vehicles) No plantings or site features that would allow for concealment of explosive devices 6 inches or greater (brief case sized object). For trees, no foliage extends lower than 3 feet above the grounds. Equipment can be within this clear zone if in a cage. Trash enclosure may be within this clear zone if designed to mitigate the blast loading.
30 CONTROLLED PARKING Vehicles may be parked within stand-off distances Access to vehicles is continuously controlled Vehicles are never removed from restricted access area Controlled parking is limited to authorized vehicles, enforced thru physical security measures (card operated gates, vehicle checks, etc) Mitigate the introduction of hand delivered explosives into controlled parking areas (control pedestrian access) by fencing Fencing and walls shall be a minimum of 6 ft high Types of vehicles normally located within controlled parking areas: Emergency vehicles Command and Operations support vehicles Mobile ground tactical platforms Vehicles within maintenance facilities
31 STANDARD 3 DRIVE UP/DROP OFF Image courtesy of BCRA Design The nature of some facilities requires Drive Up/Drop Off areas. In these cases: Prohibit parking. Clearly mark through paint and signage. Do not locate under inhabited portions of the building. Systems shall be in place to identify suspicious vehicles. Stand-off distance measured to legal parking spaces not drive aisle
32 STANDARD 4 ACCESS ROADS Access roads can be controlled simply and economically through the use of secured entry gates. Maintenance, or other access roads (including fire lanes) must have access control. Local site security must ensure limited access is maintained.
33 STANDARD 5 INTEGRAL PARKING Avoid parking beneath or on the rooftop of an inhabited building. If such parking is unavoidable, access control can be implemented, as well as designing the structure for blast effects.
34 STANDARD 6 PROGRESSIVE COLLAPSE AVOIDANCE Ronan Point Apartment, Newham, East London May 16, 1968 Alfred P. Murrah Federal Bldg, Oklahoma City, OK April 19, 1995
35 STANDARD 6 PROGRESSIVE COLLAPSE AVOIDANCE Implement UFC Design of Buildings to Resist Progressive Collapse. TWO APPROACHES TO PROGRESSIVE COLLAPSE Tie Force Method Alternative Path Method Will also require Enhanced Local Resistance in some instances
36 STANDARD 6 PROGRESSIVE COLLAPSE AVOIDANCE TIE FORCE METHOD Horizontal Ties Peripheral Ties Vertical Ties Vertical straps used on Third Division Drive Whole Barracks Renewal at Joint Base Lewis-McChord. APPLICABILITY Very Low Level requires satisfaction of Horizontal and Peripheral Ties. Low Level requires satisfaction of Horizontal and Peripheral Ties, plus Vertical Ties or Alternative Path.
37 STANDARD 6 PROGRESSIVE COLLAPSE AVOIDANCE ALTERNATIVE PATH METHOD Analytically remove different elements from the structural model and ensure that structure can bridge over this location. APPLICABILITY Medium and High Levels of Protection require satisfying all tie force requirements, plus the Alternative Path Method.
38 STANDARD 7 STRUCTURAL ISOLATION Design additions to buildings to be structurally independent. Alternatively, evaluate entire structure to ensure that Standard 6 is satisfied with the addition included. "Seismic Joint"
39 STD 8 BLDG OVERHANGS & BREEZEWAYS Avoid designs with overhangs and breezeways with inhabited spaces above them where people could gain access to the areas underneath the overhangs. No roadways or parking areas under overhangs. Ensure areas underneath overhangs are clear of obstructions. Overhangs may be considered extensions of unobstructed space. Provide protection for Explosive Weight II placed at the edge of unobstructed space.
40 STANDARD 9 EXTERIOR MASONRY WALLS Unreinforced masonry walls are prohibited for the exterior walls of buildings. Masonry veneer applied to wood or metal studs are allowed. Note that Table B-2 included a wall type labeled Unreinforced Masonry. This is included for the analysis of existing buildings only. Existing unreinforced walls that do not meet conventional construction standoff distances shall be mitigated.
41 STANDARD 10 WINDOWS & SKYLIGHTS Conventional construction standoff distances do not apply to windows and doors. Minimize hazards from flying debris from windows and skylights. Design for glazing resistance determined by ASTM E1300 to satisfy the 3-second duration load from ASTM F 2248 (Very Low and Low Level of Protection). Glazing to be constructed with special laminated glass with polyvinyl-butyral (PVB) interlayer. Window frames and mullions to be aluminum or steel.
42 STANDARD 10 WINDOWS & SKYLIGHTS Structural support requirements are relaxed over previous versions. $$$ - dynamic analysis req d for stand-off distances less the 43 ft (Explosive Type I) or 23 ft (Explosive Type II). Skylight glazing will be designed as a minimum to break, but remain in the frame. Translucent, insulated wall panels (Kalwall) is an alternate glazing material.
43 STANDARD 10 WINDOWS & SKYLIGHTS Exterior Stairwells and Covered or Enclosed Walkways If exterior, these areas on not considered routinely occupied. Glazing is not req d to comply with provisions of Standard 10 Components behind these areas must be designed for blast load and windborne debris resistance. Design building components behind these areas as if stairwells and walkways were not present. Window Repair in Buildings 3655, 3656 and 3657 at Fort Lewis to meet UFC AT/FP standards.
44 STANDARD 11 BUILDING ENTRANCE Entrance should not face or provide sightlines to installation perimeter or uncontrolled vantage point. If it is impossible to locate entrances away from uncontrolled areas, provide screening to block lines of sight.
45 STANDARD 12 EXTERIOR DOORS Doors should swing outward. Glazed doors, must meet glazing, but not frame requirements. Transoms and sidelights shall meet window req s Doors must be designed for blast, or positioned to avoid door being propelled into occupied space. Ensure overhead doors do not open into inhabited spaces, or design to avoid being propelled into occupied space. Vestibules are considered not routinely occupied. Inner doors and glazing shall be designed for blast load and windborne debris (see exterior stairwells and enclosed walkways).
46 ARCHITECTURAL DESIGN Standard 13 Mail Rooms and Loading Docks Location: Locate mailrooms and loading docks on building perimeter to facilitate future modifications. Proximity: Locate as far as possible from heavily populated areas of the building. Seal: Mailroom perimeter walls to be full height, and sealed to structure to maintain negative pressure. Standard 14 Roof Access Eliminate any exterior roof access points. Standard 15 Overhead Mounted Arch Features Minimize features in excess of 14 kg (31 lbs). Where included, design for horizontal anchorage of 0.5 times weight and vertical of 1.5 times weight.
47 ELECTRICAL AND MECHANICAL DESIGN Standard 16 Air Intakes Air intake to be located above 3 meters. Standard 17 Mail Room Ventilation Dedicated system with isolation controls. Maintain room at negative pressure. Standard 18 Emergency Air Distribution Shutoff Shutoff switch for outside air intake. Critical areas can use recirculated air. Standard 19 Equipment Bracing For overhead equipment weighing in excess of 14 kg (31 lbs), mount similar to overhead architectural features
48 ELECTRICAL AND MECHANICAL DESIGN Standard 20 Under Building Access Control access to under building spaces such as crawlspaces Standard 21 Mass Notification UFC identifies the requirements for a Mass Notification system. Mass notification provides real-time information and instructions to people in a building, area, or site using intelligible voice communications along with visible signals, text, and graphics.
49 VEHICLE BARRIER SYSTEMS Typically required at vehicle access to establish controlled perimeter. UFC provides information related to the selection of vehicle barrier systems and traffic calming options Vehicle barriers are divided into active and passive barrier systems. Vehicle barriers must be rated assemblies, which have been subjected to full scale testing. Installed barriers must comply with all construction details of the tested assembly.
50 PASSIVE BARRIER ASSEMBLIES UFC provides recommendations for several pretested passive vehicle barriers. These systems are typically non-proprietary tested systems.
51 ACTIVE BARRIER ASSEMBLIES
52 DESIGN CRITERIA Kinetic Energy Developed by Vehicle, ft-lbf x 1,000
53 PASSIVE BARRIER CAPACITIES
54 FULL SCALE TESTING
55 UWT BARRIER OPTION A
56 UWT BARRIER OPTION A
57 UWT BARRIER OPTION B
58 UWT BARRIER OPTION B
59 UWT BARRIER OPTION C
60 UWT BARRIER
61 QUESTIONS? To download a copy of this presentation, please visit the News section of AHBL s website at Thank you to Cal Pipe Security Bollards for use of the bollards video.
AED Design Requirements: Site Layout Guidance
US Army Corps of Engineers Afghanistan Engineer District AED Design Requirements: Various Locations, Afghanistan MARCH 2009 TABLE OF CONTENTS AED DESIGN REQUIREMENTS FOR SITE LAYOUT GUIDANCE VARIOUS LOCATIONS,
More informationConventional Construction Standoff Distances of the Low and Very Low Levels of Protection IAW UFC
US Army Corps of Engineers U.S. ARMY CORPS OF ENGINEERS PROTECTIVE DESIGN CENTER TECHNICAL REPORT Conventional Construction Standoff Distances of the Low and Very Low Levels of Protection IAW UFC 4-010-01
More informationSection 1 OBC FADS /13 Access to Parking Areas
Section 1 OBC 3.8.2.2 4.3.12/13 Access to Parking Areas A barrier-free path of travel is provided from: a) the entrance to the exterior parking area b) at least one parking level where a passenger elevator
More informationBLAST PERFORMANCE OF NON-CAPTURED STRUCTURALLY GLAZED INSULATED GLASS UNITS SAMUEL POND, P.E. + JAMES CASPER, S.E., P.E.
BLAST PERFORMANCE OF NON-CAPTURED STRUCTURALLY GLAZED INSULATED GLASS UNITS SAMUEL POND, P.E. + JAMES CASPER, S.E., P.E., LEED [BD + C] A captured glazing system relies on a pressure cap or cover to mechanically
More informationUNIFIED FACILITIES CRITERIA (UFC) DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS
UNIFIED FACILITIES CRITERIA (UFC) DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS DISTRIBUTION STATEMENT A: Approved for Public Release; Distribution is unlimited. UNIFIED FACILITIES CRITERIA (UFC) DoD
More informationDemolition 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
More informationPROTECTIVE DESIGN CENTER TECHNICAL REPORT (PDC-TR) BLAST RESISTANT DESIGN METHODOLOGY FOR WINDOW SYSTEMS DESIGNED STATICALLY AND DYNAMICALLY
19 April, 2012 PROTECTIVE DESIGN CENTER TECHNICAL REPORT (PDC-TR) BLAST RESISTANT DESIGN METHODOLOGY FOR WINDOW SYSTEMS DESIGNED STATICALLY AND DYNAMICALLY APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED
More informationEMERGENCY MANAGEMENT PREPAREDNESS AND ASSISTANCE TRUST FUND ARC 4496 Evaluation Questionnaire
EMERGENCY MANAGEMENT PREPAREDNESS AND ASSISTANCE TRUST FUND ARC 4496 Evaluation Questionnaire Additional Instructions and Clarifications 1. Please review ARC 4496 before beginning the project identification
More informationCommercial Medical Marijuana Operation Design Guidelines
City of Coalinga Community Development Department Commercial Medical Marijuana Operation Design Guidelines The provisions set forth in this document identify the desired level of design quality for all
More informationUNIFIED FACILITIES CRITERIA (UFC) CANCELLED. DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS
UNIFIED FACILITIES CRITERIA (UFC) DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS DISTRIBUTION STATEMENT A: Approved for Public Release; Distribution is unlimited. UNIFIED FACILITIES CRITERIA (UFC) DoD
More informationBuilding Codes and Ordinances ARC 227
Building Codes and Ordinances ARC 227 Week 6 Fire Resistive Construction 03.02.10 Instructor: Rick Staub, AIA Email: staub@pointonearchitects.com Phone: 860-434-7707 Fire Resistive Construction Passive
More informationSECTION : FIRE WALL AND FIRE SUPPRESSION REGULATIONS FOR R1-Z, R-2, R-3 ZONING AND PDD CATEGORIES
SECTION 500.110: FIRE WALL AND FIRE SUPPRESSION REGULATIONS FOR R1-Z, R-2, R-3 ZONING AND PDD CATEGORIES A. Purpose. The intent of this regulation is to amend the current adopted edition of the International
More informationTelecommunication 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
More informationUAA Science Renovation Phase 2 Narrative EXISTING BUILDING SITE
UAA Science Renovation Phase 2 Narrative A EXISTING BUILDING SITE The existing building is situated along the campus spine and connected by elevated walkways to the engineering building toward the west
More informationCommercial Tax Abatement
A confirmation letter is issued by the City upon receipt of this application. This application is not effective and not considered filed until the confirmation letter has been issued. Filing does not assure
More informationBlast Curtain Wall Installation Analysis
August 11, 2005 57402.01-122-34 JAR/STS 1 US Aluminum BR3250 Blast C.W. Blast Curtain Wall Installation Analysis Subject: BR3250 Blast Curtain Wall System ATI Report 57402.01-122-34 Rendered to: International
More informationGraham Architectural Products
Graham Architectural Products Blast Resistant Products Windows, Curtain Wall, & Entry Systems CUSTOM MANUFACTURED ARCHITECTURAL GRADE WINDOWS AND DOORS Blast Mitigation......Reducing Risk And Saving Lives
More informationAdministrative Changes
Revised 11/29/06 Knox County Residential Building Codes Significant Changes From The 1995 CABO One And Two Family Dwelling Code To The 2006 International Residential Code All one and two family dwellings
More informationCRITERIA FOR TESTING IMPACT & NON IMPACT RESISTANT BUILDING ENVELOPE COMPONENTS USING UNIFORM STATIC AIR PRESSURE
TESTING APPLICATION STANDARD (TAS) 202-94 CRITERIA FOR TESTING IMPACT & NON IMPACT RESISTANT BUILDING ENVELOPE COMPONENTS USING UNIFORM STATIC AIR PRESSURE 1. Scope 1.1 This protocol covers procedures
More informationRepair Maintenance Hangar Phase II August 2010
SECTION 08800 GLASS AND GLAZING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Monolithic glass. 2. Insulating glass. 3. Mirror glass. 4. Glazing accessories. B. Types of work in this section include
More information3 Specification 3.1 Dimensions Lites of overall dimensions ( x ) inches / mm.
1 General This glazing specification outlines the general considerations for glazing as used in security glazing applications (ballistic, bomb blast and burglary resistance). 2 Materials Minimum requirements
More informationCity of Richmond Zoning Ordinance Page 12-1
ARTICLE 12 BUILDING DESIGN AND COMPOSITION Section 12.01 Purpose. High quality architectural design and building composition are important elements in reinforcing a comfortable, human-scale environment,
More informationSECTION SECTIONAL OVERHEAD DOORS 522 SERIES ALUMINUM SECTIONAL OVERHEAD DOORS. Display hidden notes to specifier. (Don't know how?
SECTION 08360 SECTIONAL OVERHEAD DOORS 522 SERIES ALUMINUM SECTIONAL OVERHEAD DOORS Display hidden notes to specifier. (Don't know how? Click Here) PART 1 GENERAL 1.1 SECTION INCLUDES A. Glazed Aluminum
More information2009 IBC Section 1024 Approved Luminous Egress Path Markings
2009 IBC Section 1024 Approved Luminous Egress Path Markings Where Required Buildings of Groups A (Assembly), B (Business), E (Education), I (Institutional), M (Mercantile) and R-1 (Residential transient
More informationSECTION RADIATION SHIELDING ENCLOSURE Low Intensity Radiation Protection
SECTION 13090 RADIATION SHIELDING ENCLOSURE Low Intensity Radiation Protection Prepared by: 90 Dayton Avenue, Unit 4B, Suite 13 Passaic, NJ 07055 (973) 574-9077 13090-1 LOW INTENSITY RADIATION PROTECTION
More informationSeries - 1
SECTION 08360 SECTIONAL OVERHEAD DOORS 521 SERIES ALUMINUM SECTIONAL OVERHEAD DOORS Display hidden notes to specifier by using Tools / Options / View / Hidden Text. On newer versions of Microsoft Word
More informationTemporary Exterior Signs and Postings Policy
Temporary Exterior Signs and Postings Policy May 24, 2011 PURPOSE The university recognizes that signs including posters, banners, flyers, notices, brochures, etc. are a means for communicating information
More informationApplying 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
More informationA/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
More informationDIVISION PARKING STRUCTURES
DIVISION 13 00 40 PARKING STRUCTURES 1. Design Requirements 1.1. A parking design professional must be used to provide the functional and structural design of the facility. 1.2. A traffic analysis is required
More informationLATERAL DRIFT DESIGN IN COLD FORMED STEEL WALL SYSTEMS
1 LATERAL DRIFT DESIGN IN COLD FORMED STEEL WALL SYSTEMS Thomas Castle, S.E. 2 This presentation is published by the Cold-Formed Steel Engineers Institute ( CFSEI ). The information herein shall not constitute
More informationHOT SPRINGS FIRE DEPARTMENT EVALUATION OF DOWNTOWN LEGACY STRUCTURES Savoy Hotel Thompson Building Dugan Stewart Building May 16, 2012
HOT SPRINGS FIRE DEPARTMENT EVALUATION OF DOWNTOWN LEGACY STRUCTURES Savoy Hotel Thompson Building Dugan Stewart Building May 16, 2012 0 On May 16,, 2012 Hot Springs Firefighters conducted an evaluation
More informationB-2 COMMUNITY COMMERCIAL BUSINESS DISTRICT. Uses allowed in the B-2 Community Commercial Business District are subject to the following conditions:
SECTION 46-53.1 B-2 COMMUNITY COMMERCIAL BUSINESS DISTRICT A. PURPOSE The B-2 Community Commercial Business District is oriented toward retail, service businesses and multi-family residential development.
More information3.5 Tier 1 Analysis Overview Seismic Shear Forces
Chapter 3.0 - Screening Phase (Tier ) 3.5 Tier Analysis 3.5. Overview Analyses performed as part of Tier of the Evaluation Process are limited to Quick Checks. Quick Checks shall be used to calculate the
More informationGold Bond BRAND Gypsum Sheathing
BRAND 09 06 29 16 00/NGC 43/NGC brand is a moisture-resistant sheathing installed on the outside of exterior framing as a substrate for exterior claddings. It is manufactured with a treated water-resistant
More informationTEMPORARY FACILITIES
04.A GENERAL SECTION 4 TEMPORARY FACILITIES 04.A.01 Plans for the layout of temporary construction buildings, facilities, fencing, and access routes and anchoring systems for temporary structures shall
More informationThe 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
More informationFDA CDRH Laboratory Silver Spring, Maryland. Executive Summary: Timothy Mueller Structural Option Walter Schneider
Executive Summary: The FDA-CDRH Laboratory is currently being built on the Food and Drug Administration s White Oak Consolidation Campus. It is a four story building with a full below grade ground floor
More informationJAVAD YAZDANSETA, MAHBOBE TAHERI Mapna Group Company No.89, 6 th St., North Naft St., Mirdamad Ave., Tehran IRAN
Structural Design of Buildings to Resist Blast and Progressive Collapse (Case Study: Main Substation Building Located at Esfahan Refinery Plant in Iran) JAVAD YAZDANSETA, MAHBOBE TAHERI Mapna Group Company
More information2018 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:
More informationRESIDENTIAL CONSTRUCTION New Dwellings and Additions
How to Obtain a Building Permit For RESIDENTIAL CONSTRUCTION New Dwellings and Additions MIAMI COUNTY, KANSAS CODE SERVICES DEPARTMENT 201 South Pearl Street, Suite 201 Paola, Kansas 66071-1777 Phone:
More informationHERMIT 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
More informationChapter 2: Foundation
Chapter 2: Foundation Crawlspace [V502.1.2] [V502.1.2] [V502.1.3] Vents. Vents in the crawlspace help keep floor insulation and floor framing dry. Crawlspace vents also reduce the potential for radon buildup
More informationFA R-0014 FTEV , Alter Area for 19 SOS Sim Parts Storage Bldg Questions & Answers
FA4417-17-R-0014 FTEV 16-1177, Alter Area for 19 SOS Sim Parts Storage Bldg. 90710 Questions & Answers Question 1 Please clarify the extents of removal of pipe with asbestos containing insulation shown
More information2007 Title 24 Accessibility Code Updates and ADA Issues
2007 Title 24 Accessibility Code Updates and ADA Issues C.A.S.H. Workshop June 2007 Introduction Update on ADA Certification of the California Building Code Overview of significant changes to accessibility
More informationA. Source Limitations: Obtain each type of building insulation through one source.
SECTION 07210 - BUILDING INSULATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification
More informationFACT SHEET #2 DECK INFORMATION
Borough of Doylestown Building and Zoning Department 57 West Court Street, Doylestown, PA 18901 215.345.4140 FACT SHEET #2 DECK INFORMATION BACKGROUND The provisions of the PAUCC. ICC Property Maintenance
More informationARTICLE 987. PD 987. PD 987 was established by Ordinance No , passed by the Dallas City Council on June 14, (Ord.
ARTICLE 987. PD 987. SEC. 51P-987.101. LEGISLATIVE HISTORY. PD 987 was established by Ordinance No. 30512, passed by the Dallas City Council on June 14, 2017. SEC. 51P-987.102. PROPERTY LOCATION AND SIZE.
More informationProject Information Session / Meet and Greet # 3
ATL WEST DECK COMPONENT Project Information Session / Meet and Greet # 3 Holder-Austin-Moody-Bryson, a Joint Venture October 10 th, 2017 Agenda 1. HAMB, a JV Company Overview 2. ATL West Deck Project Description
More informationProperty Offering. Cold Storage Warehouse 4501 Hitch Peters Road Evansville, IN 47711
Property Offering Cold Storage Warehouse 4501 Hitch Peters Road Evansville, IN 47711 Executive Summary We are pleased to present an outstanding cold storage opportunity in Evansville, Indiana. Built in
More informationACCEPTANCE CRITERIA FOR METAL PLASTER BASES (LATH) PREFACE
ICC EVALUATION SERVICE, INC. Evaluate P Inform P Protect ACCEPTANCE CRITERIA FOR METAL PLASTER BASES (LATH) AC191 Approved May 2008 Effective June 1, 2008 Previously approved February 2008, October 2007,
More informationThe 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
More informationThe Inspection Process. Waxhaw N.C.
The Inspection Process In Waxhaw N.C. This information is provided by the Waxhaw Enforcement Division to assist you in the progression of your project. Nothing in this document should be considered "Code"
More informationModular Wood Framing Goes Vertical
Modular Wood Framing Goes Vertical By: Troy Bean, P.E., S.E. DCI Engineers January 2013 The Wood Products Council is a Registered Provider with. Credit(s) earned on completion of this program will be reported
More informationSECTION SLOPED TRANSLUCENT METAL SKYLIGHT SYSTEM
PART 1- GENERAL 1.1 SUMMARY A. Section Includes: SECTION 084523 - SLOPED TRANSLUCENT METAL SKYLIGHT SYSTEM 1. Flat factory prefabricated structural insulated translucent sandwich panels; with glazed endwalls.
More informationSubject: Lucretia Mott School No. 3 Rehabilitation. Figure 1 Figure 2 Figure 3
MEMORANDUM To: Ashley Rosenthal Payne, Indianapolis Historic Preservation Commission Adrienne Schmetzer, Indiana Housing and Community Development Authority Architecture Preservation Interior Design Landscape
More informationCladding Attachment Solutions for Exterior Insulated Commercial Walls
Cladding Attachment Solutions for Exterior Insulated Commercial Walls By Graham Finch, Dipl.T, MASc, P.Eng. & James Higgins, Dipl.T. No. 011 December 2015 rdh.com 1 Introduction The use of exterior insulation
More informationStage 10 Design & Building Guidelines
Stage 10 Design & Building Guidelines DESIRED CHARACTER/VISION The development of The Rivergums presents the opportunity to create a high quality and more sustainable living environment by providing an
More informationCHAPTER 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
More informationSeismic Design Requirements
City of Medford Municipal Code Chapter 9 Presented by the Building Safety Department THESE PROVISIONS PRESCRIBE THE DESIGN REQUIREMENTS OF EXISTING BUILDINGS UNDERGOING: CHANGE OF OCCUPANCY ADDITIONS ALTERATIONS
More informationSECTION CRL50 AND CRL51 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS
SECTION 08 32 20 CRL50 AND CRL51 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS Page 1 of 6 USE THIS SECTION WHEN SPECIFYING OVERHEAD SUPPORTED GLASS PANEL PARTITIONS. SECTION INCLUDES OVERHEAD TRACK ASSEMBLY,
More informationPRESCRIPTIVE COMPLIANCE METHOD
CHAPTER PRESCRIPTIVE COMPLIANCE METHOD 3 SECTION 301 GENERAL 301.2 Building materials. Building materials shall comply with the requirements of this section. 301.2.1 Existing materials. Materials already
More informationHandout. ICC-NSSA Storm Shelters. Presenter. ICC NSSA Storm Shelters Webinar. International Code Council 1. Ernst W. Kiesling, P.E.
1 If you need assistance please contact us at 1-888-ICC-SAFE (422-7233), extension 33818 IMPORTANT NOTICE: This Adobe Connect service includes a feature that allows audio and any documents and other materials
More informationCorridor Residential Traditional District Regulations City of St. Petersburg City Code Chapter 16, Land Development Regulations
Section 16.20.060 - Corridor Residential Traditional Districts ( CRT ) Typical Buildings in the CRT District Sections: 16.20.060.1 Composition of Traditional Residential Corridors 16.20.060.2 Purpose and
More informationREQUEST FOR ARC APPROVAL
Oceanside Terrace Condo Association c/o Sea Breeze Community Management Services, Inc. 4227 Northlake Boulevard Palm Beach Gardens, FL 33410 (561) 626-0917 Fax: (561) 626-7143 www.seabreezecms.com REQUEST
More informationr e s i d e n t i a l o u t s i d e v i l l a g e c e n t e r
N e w A l b a n y, O h i o r e s i d e n t i a l o u t s i d e v i l l a g e c e n t e r D e s i g n G u i d e l i n e s & R e q u i r e m e n t s s e c t i o n 5 I. Overview This section applies to all
More informationElectric Service Standards
V: 1 of 6 A. Padmounted Requirements Complete requirements are contained in FPL specifications given to Customers for individual projects. Typical pad mounted transformer requirements include, but are
More informationCANNING WAREHOUSE CANNERY DISTRICT BOZEMAN, MT
CANNING WAREHOUSE CANNERY DISTRICT BOZEMAN, MT DESIGN DEVELOPMENT CQ + MA 100% DD Set 04-28-2015 Canning Warehouse CQ + MA 04-28-2015 Canning Warehouse EXISTING CONDITIONS CQ + MA 04-28-2015 Canning Warehouse
More informationPREP + INSULATION. DISCLAIMER: These tools are for illustrative purposes only and
PREP + INSULATION HOME ENERGY UPGRADES What every contractor needs to know. Copyright 2012 Advanced Energy. All Rights Reserved 103 HOME ENERGY UPGRADES Prep + Insulation Contents Air sealing is a challenging
More informationComparison of the life safety elements of the 1997 UBC and the IBC 2000.
Comparison of the life safety elements of the 1997 UBC and the IBC 2000. Introduction The Building Performance Research Institute s mission is primarily one of education on building safety and performance.
More informationStructural Comparison between Pan Joist Concrete and Steel Frame Systems for UMCP Student Housing Building B
Structural Comparison between Pan Joist Concrete and Steel Frame Systems for UMCP Student Housing Executive Summary The proposed thesis will include an investigation of two different alternative structural
More informationOn Cold-Formed Steel Construction. Light Gauge Steel Engineers Association Washington, D.C Toll Free (866)
TECHNICAL NOTE On Cold-Formed Steel Construction $5.00 Light Gauge Steel Engineers Association Washington, D.C. 20005 Toll Free (866) 465-4732 www.lgsea.com DESIGN OF BY-PASS SLIP CONNECTORS IN COLD-FORMED
More informationENERGY STAR Qualifying Criteria for Residential Windows, Doors, and Skylights Sold in Canada Version 3.0 October 1, 2010
ENERGY STAR Qualifying Criteria for Residential Windows, Doors, and Skylights Sold in Canada Below is the product criteria for ENERGY STAR qualified residential windows, doors, and skylights sold in Canada
More informationCITY OF NOVI. Police Department
CITY OF NOVI Police Department Indoor Gun Range and Training Facility Assessment Analysis with Master Plan for Novi Police Department at Community Build Out Field Services Complex Facility Needs Master
More informationBuilding Inspection Report
Building Inspection Report Sample Commercial Inspection Report Inspection Date: Prepared For: Prepared By: Professional Property Inspection Consultants 4857 Winterset Drive Columbus, OH 43220 (614) 459-5941
More informationARCH 5901 A02 Office Building Program FALL 2015
Assignment A02: Office Building Program ARCH 5901 Instructor: Glenn Hill TASK: Develop a program for your Office Building. Include diagrams and images on the Tectonic, Cultural, Social and Aesthetic of
More informationMASTER SIGN PLAN BRADFORD
MASTER SIGN PLAN 14-MSP-001 BRADFORD Unless exempt from regulation per Cary s Land Development Ordinance (LDO), a sign permit is required prior to the installation of all wall and ground signs. MSP identifier:
More informationSITE PLAN AND ARCHITECTURAL REVIEW APPLICATION
SITE PLAN AND ARCHITECTURAL REVIEW APPLICATION CITY OF GENEVA, NEW YORK The purpose of the site plan and architectural review process is to secure compliance with the City s Zoning Ordinance and to promote
More informationAdvanced Ventilation for Residential applications FBC Res 2010.
Advanced Ventilation for Residential applications FBC Res 2010. Course Description Review of the Residential Ventilation requirements in the Florida Building Code, Residential 2010. I. Introduction Dean
More informationCITY OF ST. PETERSBURG PLANNING & ECONOMIC DEVELOPMENT DEPT
CITY OF ST. PETERSBURG PLANNING & ECONOMIC DEVELOPMENT DEPT 2016 Residential LDR Update DETAILED AGENDA Workshop #1 March 08, 2016 Main Library 3745 9 th Ave N; 6 PM-8 PM 1. Introduction (15 minutes) Overview
More informationCopyright. magazine. CFS Load Bearing Construction
Progressive Collapse Requirements Cold-Formed Steel Load Bearing Construction By Nabil A. Rahman, Ph.D., P.E., Michael Booth and Gary Bennett Figure 1: Cold formed steel load bearing mid-rise construction.
More informationCode 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
More informationSECTION ENTRANCE FLOOR GRILLES STAINLESS STEEL GRATING
7160 Krick Rd., Walton Hills, OH 44146 800-321-3827 - Tel 440-439-8650 - Fax 440-439-6889 SECTION 12 48 16 ENTRANCE FLOOR GRILLES STAINLESS STEEL GRATING PART 1. GENERAL 1.01 SUMMARY: This section includes
More informationSuspension Systems for Acoustical Lay-in Ceilings Seismic Design Categories D, E & F
NWCB Technical Document SUSPENDED CEILINGS 401 Suspension Systems for Acoustical Lay-in Ceilings Seismic Design Categories D, E & F 10/09 This document has been revised based on current Building Code standards.
More informationOpen-Web Trusses. Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses. Design Flexibility. Outstanding Strength-to-Weight Performance
Open-Web Trusses Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses Download your free copy at RedBuilt.com. Specify Open-Web trusses for your next project using RedSpec single-member sizing software.
More informationESR-2894 Reissued April 2014 This report is subject to renewal April 1, 2016.
ICC-ES Evaluation Report ESR-894 Reissued April 04 This report is subject to renewal April, 0. www.icc-es.org (800) 4-87 () 99-04 A Subsidiary of the International Code Council DIVISION: 07 00 00 THERMAL
More informationSWING DOOR SPECIFICATION
SWING DOOR A1 Work included: Furnish all necessary materials, labour and equipment for the complete installation of aluminum entrance doors, door frames and hardware as detailed on the drawings and specified
More informationStructural Engineering
Structural Engineering 4 4.0 TABLE OF CONTENTS 4.1 General Approach 115 Submission Requirements 4.2 Codes and Standards 116 Structural Design of New Buildings 116 Use of Recycled Materials 4.3 Structural
More informationBEARING METAL STUD FRAMING
L-1 Section 05410 Long Form Specification LOAD BEARING METAL STUD FRAMING This section includes axially loaded steel studs, with unique slotted top channels, usually of 0.91, 1.2 and 1.5 mm (16, 18, or
More informationDetails for Exterior Brick Masonry Veneer Supported by Metal Plate Connected Wood Trusses
Details for Exterior Brick Masonry Veneer Supported by Metal Plate Connected Wood Trusses Released May 20, 2009 Updated March 9, 2011 Introduction: Wood frame structures with attached brick masonry veneer
More informationAttached Solar Greenhouse Plans for a solar heated greenhouse attached to your home
Attached Solar Greenhouse Plans for a solar heated greenhouse attached to your home Designed and built by New Mexico landscape architect John Mosely for his own Santa Fe home. The solar greenhouse shown
More informationEngineering Design Center. Standard Drawings. 1st Edition -January 2016
Engineering Design Center Standard Drawings 1st Edition -January 2016 Golden State Water Company Standard Drawings 1/11/2016 Table of Contents PART A STANDARD DRAWINGS Section I Pipeline Construction P-1
More informationSawmill Safety & Health. Presented By: John Boysen Safety Consultant OHSA Consultation Program
Sawmill Safety & Health Presented By: John Boysen Safety Consultant OHSA Consultation Program Objectives To gain awareness of the OSHA requirements. To understand how to apply those requirements. To understand
More informationProperty 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
More informationPLAN 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
More informationINSPECTION GUIDELINES: JOIST AND UNDERFLOOR COMBO
Joist and Underfloor Combo Page 1 of 7 Revision Date: 10/02/2017 DEVELOPMENT SERVICES BUILDING INSPECTION INSPECTION GUIDELINES: JOIST AND UNDERFLOOR COMBO INSPECTION CODE: 212, 213 SCOPE: RESIDENTIAL
More information