Seismic Building Code Provisions for New Buildings to Create Safer Communities
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“Complying with All Laws” During Design and Construction by Eric Pempus, AIA
Submitted August 9, 2016 “Complying with all laws” during design and construction By Eric Pempus, AIA Consider this situation: You have been awarded a commission to design a building for a new client. You propose using the AIA’s Standard Form of Agreement B101 as your owner-architect contract, but the client insists you sign a version of the B101 “with just a few minor changes.” You notice that one of those changes requires you to “comply with all laws, rules, and regulations," rather than, as the B101 states, to “review laws, codes, and regulations applicable to the Architect’s services.” That changed language should be setting off alarm bells for you. One of the most overlooked yet dangerous pitfalls for an architect is a provision in a legal document requiring a design professional to “comply with all laws, rules, and regulations" or similar language. However, such a provision can create a trap for an unsuspecting architect. The problems with “complying with all codes” A large number of laws apply to the design and construction of buildings. These laws govern: life safety (national model building codes as well as local variations) fire protection accessibility (ADA as well as local requirements) zoning occupant safety (e.g., OSHA) sustainable design wetlands preservation public health historic preservation and employment (federal, state, and local). It may in fact be impossible to comply with all laws that apply to a particular project because those laws may have contradictory provisions. To illustrate this point, the Advisory -
Why Homeowners Should Not Obtain the Building Permit for Construction Projects
MASSACHUSETTS FEDERATION OF BUILDING OFFICIALS, Inc. .. .. ,~> . A.:t' ··.·• President - Dan Walsh Past Presidents Vice President - Curtis Meskus David Moore, Steve Frederickson Treasure - David Jensen Paul Tacy, Robert Camacho Secretary - Michael Mendoza Why homeowners should not obtain the building permit for construction projects. Massachusetts homeowners are allowed to obtain their own building permit for renovations and improvements to their homes. Obtaining your own building permit comes with significant responsibility and risk. Professionals recommend that only homeowners with significant experience and skill renovating homes and up to date knowledge of building codes pull their own permits. Before you decide to apply for your own building permit be sure you know what will be required to comply with the new Massachusetts building code and all related state and local requirements. Not knowing can cause significant project delays and inconvenience and potentially cost you thousands of dollars to rectify mistakes. For example, if work on a project is halfway done and it is not compliant with structural or energy code you may have to remove the work and replace it to meet the new code. The Risks of Homeowner - Obtained Permits Excluded from the Guaranty Fund: When the homeowner obtains a building permit they are not eligible to access the Guaranty Fund established by the Home Improvement Law, M.G.L. c142A. This fund was created to protect homeowners from losses incurred as a result of contractor or sub-contractor work performed in a poor or un-workmanlike manner, or work that is in violation of common law or code. For example if a homeowner obtains the building permit and hires a contractor who abandons the job because he priced it too low, the money lost cannot be recovered from the Guaranty Fund. -
ELECTRICAL CODE* ______*Editor’S Note: Ordinance No
ARLINGTON COUNTY CODE Chapter 7 ELECTRICAL CODE* __________ *Editor’s note: Ordinance No. 09-11, adopted April 28, 2009, amended Chapter 7, in its entirety, to read as herein set out. __________ § 7-1. Title and Scope. § 7-2. Definitions. § 7-3. Availability of Codes. § 7-4. Administration and Enforcement. § 7-5. Reserved. § 7-6. Permits and Fees. § 7-7. General Provisions. § 7-1. Title and Scope. A. Title. This chapter shall be known as the "Arlington County Electrical Code" and may be so cited. B. Scope--New electrical systems. This Code shall apply to electrical systems and to parts thereto which are hereafter installed in buildings of the occupancy classifications enumerated in the Virginia Uniform Statewide Building Code. (Ord. No. 89-25, 9-23-89); Ord. No. 07-13, 9-18-07, effective 10-1-07; Ord. No. 08-08, 4-19-08, effective 7-1-08; Ord. No. 09-11, 4-28-09) § 7-2. Definitions. The following words and terms, when used in this chapter, shall have the following meanings unless the context clearly indicates otherwise: “Building Official” means the Inspection Services Division Chief of Arlington County or his designee. “Construction Code Inspector” means a qualified person charged with the inspections of all electrical systems and electrical work performed in the County. (Ord. No. 89-25, 9-23-89; Ord. No. 95-14, 8-8-95; Ord. No. 97-7, 4-12-97; Ord. No. 07-13, 9-18-07, effective 10-1- 07; Ord. No. 08-08, 4-19-08, effective 7-1-08; Ord. No. -
The Race to Seismic Safety Protecting California’S Transportation System
THE RACE TO SEISMIC SAFETY PROTECTING CALIFORNIA’S TRANSPORTATION SYSTEM Submitted to the Director, California Department of Transportation by the Caltrans Seismic Advisory Board Joseph Penzien, Chairman December 2003 The Board of Inquiry has identified three essential challenges that must be addressed by the citizens of California, if they expect a future adequately safe from earthquakes: 1. Ensure that earthquake risks posed by new construction are acceptable. 2. Identify and correct unacceptable seismic safety conditions in existing structures. 3. Develop and implement actions that foster the rapid, effective, and economic response to and recovery from damaging earthquakes. Competing Against Time Governor’s Board of Inquiry on the 1989 Loma Prieta Earthquake It is the policy of the State of California that seismic safety shall be given priority consideration in the allo- cation of resources for transportation construction projects, and in the design and construction of all state structures, including transportation structures and public buildings. Governor George Deukmejian Executive Order D-86-90, June 2, 1990 The safety of every Californian, as well as the economy of our state, dictates that our highway system be seismically sound. That is why I have assigned top priority to seismic retrofit projects ahead of all other highway spending. Governor Pete Wilson Remarks on opening of the repaired Santa Monica Freeway damaged in the 1994 Northridge earthquake, April 11, 1994 The Seismic Advisory Board believes that the issues of seismic safety and performance of the state’s bridges require Legislative direction that is not subject to administrative change. The risk is not in doubt. Engineering, common sense, and knowledge from prior earthquakes tells us that the consequences of the 1989 and 1994 earthquakes, as devastating as they were, were small when compared to what is likely when a large earthquake strikes directly under an urban area, not at its periphery. -
20171 Minimum Design and Construction Requirements
Virginia Housing Development Authority 20171 Minimum Design and Construction Requirements Requirements for All Developments The following requirements were created to address issues related to the design, construction, maintenance, marketing, life cycle costs and aesthetic concerns for developments utilizing low income housing tax credits (LIHTC), and/or developments financed by the Virginia Housing Development Authority (VHDA). Submission requirements for VHDA loan applications are listed on the Architectural & Engineering Review sheet which can be found at the conclusion of the Minimum Design and Construction Requirements (MDCR). Submission requirements for the LIHTC program are contained in the tax credit application. Drawings, specifications and scope of work are to comply with the latest applicable issue of the Virginia Uniform Statewide Building Code (USBC)2, International Building Code (IBC)3, other applicable Virginia and national codes, requirements of localities, prevailing design and construction practices and the Minimum Design and Construction Requirements of VHDA. Installation of materials, equipment, products, and building systems are to be per the manufacturers’ requirements, specifications, and recommendations. All developments are to comply with accessibility requirements of USBC. Requirements for New Construction SITE WORK 1. Finished floor elevations of buildings are to be a minimum of 8 inches higher than the adjoining finished grade. When achieving an 8 inch height separation is not feasible, due to accessibility requirements or other conditions, provide an alternate solution acceptable to VHDA. 2. Areas around buildings are to be graded to have a minimum 5% slope away from foundation walls for a minimum distance of 10 feet, per IBC. Install yard drains, storm inlets, or drainage pipes under concrete walks to drain properly if the space between foundation walls and concrete walks is less than 10 feet. -
Building Codes and Housing
Building Codes and Housing Building Codes and Housing David Listokin Rutgers University David B. Hattis Building Technology Inc. Abstract This article examines whether and to what extent building codes affect housing costs. It first describes these technical provisions, then considers how building codes could theoretically affect housing costs, and finally analyzes empirical studies on the subject. While the latter are dated and suffer from other limitations, the more rigorous quan titative analyses indicate that codes increase housing costs by 5 percent or less. Further, building codes are in a state of flux and we need to examine how the current generation of regulations affects housing. Thus, building codes merit contemporary investigation; however, these regulations have much less impact on housing costs compared to other regulations such as zoning and subdivisions requirements. Introduction and Summary This article considers the regulation of housing construction (single-family and multifamily, new construction and rehabilitation of existing buildings), focusing on the building code (a broad term specifically defined in this article). It first describes the building code and then traces its history. The history of the building code is important because numerous events and disparate parties have shaped the code, which currently is in a state of evolution. The code is moving toward two national model templates that influence local building code regulations, and away from the three regional-oriented model codes that have been influencing local regulations. In theory, the building code could adversely affect housing production and could increase housing costs through both substantive (technical) and administrative impediments. Examples of the former include restrictions of cost-saving materials and technologies and barriers to mass production; the latter encompasses such barriers as administrative conflicts among different administering parties (for example, building and fire departments) and inadequately trained inspectors. -
Validation of a Geospatial Liquefaction Model for Noncoastal Regions Including Nepal
USGS Award G16AP00014 Validation of a Geospatial Liquefaction Model for Noncoastal Regions Including Nepal Laurie G. Baise and Vahid Rashidian Department of Civil and Environmental Engineering Tufts University 200 College Ave Medford, MA 02155 617-627-2211 617-627-2994 [email protected] March 2016 – September 2017 Validation of a Geospatial Liquefaction Model for Noncoastal Regions Including Nepal Laurie G. Baise and Vahid Rashidian Civil and Environmental Engineering Department, Tufts University, Medford, MA. 02155 1. Abstract Soil liquefaction can lead to significant infrastructure damage after an earthquake due to lateral ground movements and vertical settlements. Regional liquefaction hazard maps are important in both planning for earthquake events and guiding relief efforts. New liquefaction hazard mapping techniques based on readily available geospatial data allow for an integration of liquefaction hazard in loss estimation platforms such as USGS’s PAGER system. The global geospatial liquefaction model (GGLM) proposed by Zhu et al. (2017) and recommended for global application results in a liquefaction probability that can be interpreted as liquefaction spatial extent (LSE). The model uses ShakeMap’s PGV, topography-based Vs30, distance to coast, distance to river and annual precipitation as explanatory variables. This model has been tested previously with a focus on coastal settings. In this paper, LSE maps have been generated for more than 50 earthquakes around the world in a wide range of setting to evaluate the generality and regional efficacy of the model. The model performance is evaluated through comparisons with field observation reports of liquefaction. In addition, an intensity score for easy reporting and comparison is generated for each earthquake through the summation of LSE values and compared with the liquefaction intensity inferred from the reconnaissance report. -
Recent Movements of the Juan De Fuca Plate System
JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 89, NO. B8, PAGES 6980-6994, AUGUST 10, 1984 Recent Movements of the Juan de Fuca Plate System ROBIN RIDDIHOUGH! Earth PhysicsBranch, Pacific GeoscienceCentre, Departmentof Energy, Mines and Resources Sidney,British Columbia Analysis of the magnetic anomalies of the Juan de Fuca plate system allows instantaneouspoles of rotation relative to the Pacific plate to be calculatedfrom 7 Ma to the present.By combiningthese with global solutions for Pacific/America and "absolute" (relative to hot spot) motions, a plate motion sequencecan be constructed.This sequenceshows that both absolute motions and motions relative to America are characterizedby slower velocitieswhere younger and more buoyant material enters the convergencezone: "pivoting subduction."The resistanceprovided by the youngestportion of the Juan de Fuca plate apparently resulted in its detachmentat 4 Ma as the independentExplorer plate. In relation to the hot spot framework, this plate almost immediately began to rotate clockwisearound a pole close to itself such that its translational movement into the mantle virtually ceased.After 4 Ma the remainder of the Juan de Fuca plate adjusted its motion in responseto the fact that the youngest material entering the subductionzone was now to the south. Differencesin seismicityand recent uplift betweennorthern and southernVancouver Island may reflect a distinction in tectonicstyle betweenthe "normal" subductionof the Juan de Fuca plate to the south and a complex "underplating"occurring as the Explorer plate is overriddenby the continent.The history of the Explorer plate may exemplifythe conditionsunder which the self-drivingforces of small subductingplates are overcomeby the influenceof larger, adjacent plates. The recent rapid migration of the absolutepole of rotation of the Juan de Fuca plate toward the plate suggeststhat it, too, may be nearingthis condition. -
An Introduction to Humanitarian Assistance and Disaster Relief (HADR) and Search and Rescue (SAR) Organizations in Taiwan
CENTER FOR EXCELLENCE IN DISASTER MANAGEMENT & HUMANITARIAN ASSISTANCE An Introduction to Humanitarian Assistance and Disaster Relief (HADR) and Search and Rescue (SAR) Organizations in Taiwan WWW.CFE-DMHA.ORG Contents Introduction ...........................................................................................................................2 Humanitarian Assistance and Disaster Relief (HADR) Organizations ..................................3 Search and Rescue (SAR) Organizations ..........................................................................18 Appendix A: Taiwan Foreign Disaster Relief Assistance ....................................................29 Appendix B: DOD/USINDOPACOM Disaster Relief in Taiwan ...........................................31 Appendix C: Taiwan Central Government Disaster Management Structure .......................34 An Introduction to Humanitarian Assistance and Disaster Relief (HADR) and Search and Rescue (SAR) Organizations in Taiwan 1 Introduction This information paper serves as an introduction to the major Humanitarian Assistance and Disaster Relief (HADR) and Search and Rescue (SAR) organizations in Taiwan and international organizations working with Taiwanese government organizations or non-governmental organizations (NGOs) in HADR. The paper is divided into two parts: The first section focuses on major International Non-Governmental Organizations (INGOs), and local NGO partners, as well as international Civil Society Organizations (CSOs) working in HADR in Taiwan or having provided -
Seismicity Remotely Triggered by the Magnitude 7.3 Landers, California, Earthquake Author(S): D
Seismicity Remotely Triggered by the Magnitude 7.3 Landers, California, Earthquake Author(s): D. P. Hill, P. A. Reasenberg, A. Michael, W. J. Arabaz, G. Beroza, D. Brumbaugh, J. N. Brune, R. Castro, S. Davis, D. dePolo, W. L. Ellsworth, J. Gomberg, S. Harmsen, L. House, S. M. Jackson, M. J. S. Johnston, L. Jones, R. Keller, S. Malone, L. Munguia, S. Nava, J. C. Pechmann, A. Sanford, R. W. Simpson, R. B. Smith, M. Stark, M. Stickney, A. Vidal, S. Walter, V. Wong and J. Zollweg Source: Science, New Series, Vol. 260, No. 5114 (Jun. 11, 1993), pp. 1617-1623 Published by: American Association for the Advancement of Science Stable URL: http://www.jstor.org/stable/2881709 . Accessed: 28/10/2013 21:58 Your use of the JSTOR archive indicates your acceptance of the Terms & Conditions of Use, available at . http://www.jstor.org/page/info/about/policies/terms.jsp . JSTOR is a not-for-profit service that helps scholars, researchers, and students discover, use, and build upon a wide range of content in a trusted digital archive. We use information technology and tools to increase productivity and facilitate new forms of scholarship. For more information about JSTOR, please contact [email protected]. American Association for the Advancement of Science is collaborating with JSTOR to digitize, preserve and extend access to Science. http://www.jstor.org This content downloaded from 128.95.104.66 on Mon, 28 Oct 2013 21:58:06 PM All use subject to JSTOR Terms and Conditions ............................................---.----..;- Rv'>'E S5'5.' EA ; a ar"T I_Cl E few tens of kilometersor less of the induc- Seismicity Remotely Triggered by ing source (4). -
Seismic Resilience Report Is Located on the Seismic Resilience Sharepoint Site
REPORT SEISMIC RESILIENCE FIRST BIENNIAL REPORT The Metropolitan Water District of Southern California 700 N. Alameda Street, Los Angeles, California 90012 Report No. 1551 February 2018 The Metropolitan Water District of Southern California Seismic Resilience First Biennial Report SEISMIC RESILIENCE FIRST BIENNIAL REPORT Prepared By: The Metropolitan Water District of Southern California 700 North Alameda Street Los Angeles, California 90012 Report Number 1551 February 2018 Report No. 1551 – February 2018 iii The Metropolitan Water District of Southern California Seismic Resilience First Biennial Report Copyright © 2018 by The Metropolitan Water District of Southern California. The information provided herein is for the convenience and use of employees of The Metropolitan Water District of Southern California (MWD) and its member agencies. All publication and reproduction rights are reserved. No part of this publication may be reproduced or used in any form or by any means without written permission from The Metropolitan Water District of Southern California. Any use of the information by any entity other than Metropolitan is at such entity's own risk, and Metropolitan assumes no liability for such use. Prepared under the direction of: Gordon Johnson Chief Engineer Prepared by: Robb Bell Engineering Services Don Bentley Water Resource Management Winston Chai Engineering Services David Clark Engineering Services Greg de Lamare Engineering Services Ray DeWinter Administrative Services Edgar Fandialan Water Resource Management Ricardo Hernandez -
On the Potential for Induced Seismicity at the Cavone Oilfield: Analysis of Geological and Geophysical Data, and Geomechanical Modeling
July, 2014 ON THE POTENTIAL FOR INDUCED SEISMICITY AT THE CAVONE OILFIELD: ANALYSIS OF GEOLOGICAL AND GEOPHYSICAL DATA, AND GEOMECHANICAL MODELING BY Luciana Astiz - University of California San Diego James H. Dieterich - University of California Riverside Cliff Frohlich - University of Texas at Austin Bradford H. Hager - Massachusetts Institute of Technology Ruben Juanes - Massachusetts Institute of Technology John H. Shaw –Harvard University 1 July, 2014 TABLE OF CONTENTS EXECUTIVE SUMMARY ……………………………………………………….... 5 INTRODUCTION ………………………………………………………………….9 1. TECTONIC FRAMEWORK OF THE EMILIA-ROMAGNA REGION .................... 11 1.1 SEISMOTECTONIC SETTING ............................................................................................................................ 11 1.1.1 HISTORICAL SEISMICITY IN THE EMILIA‐ROMAGNA REGION .................................................................... 12 1.2 CAVONE STRUCTURE ....................................................................................................................................... 19 1.3 GEOLOGIC EVIDENCE FOR TECTONIC ACTIVITY OF STRUCTURES IN THE FERRARESE‐ROMAGNOLO ARC ..................................................................................................................... 24 1.4 SEISMOTECTONIC ANALYSIS .......................................................................................................................... 26 1.5 GPS CONSTRAINTS ON TECTONICS — PRE‐EARTHQUAKE REGIONAL DEFORMATION RATES ............ 30 1.6 CONCLUSIONS OF