Shear Wall Design with Examples DES 413-1
|
|
|
- Alexis Hines
- 6 years ago
- Views:
Transcription
1 Shear Wall Design with Examples DES John Buddy Showalter, PE Vice President, Tech. Transfer American Wood Council Michelle Kam-Biron, PE,SE, SECB Director of Education Copyright Materials This presentation is protected by US and International Copyright laws. Reproduction, distribution, display and use of the presentation without written permission is prohibited. American Wood Council
2 Learning Objectives At the end of this program, participants will be better able to: Identify and understand the basic shear wall system to resist lateral loads Understand the difference between segmented and perforated shear wall design Understand hold down design Identify and analyze shear walls per the IBC, WFCM, and SDPWS and understand the differences between them 3 Outline Shear Walls Design Examples: 2012 IBC/IRC Recognition 2012 WFCM Prescriptive 2012 WFCM Engineered 2008 SDPWS 4 2
3 AWC Design Standards 5 WFCM and IRC/IBC 2012 WFCM is referenced in 2012 IRC/IBC 6 3
4 WFCM and IRC IRC R Alternative Provisions 7 WFCM and IRC IRC R Wind limitations 8 4
5 WFCM and IBC IBC Chapter 16 9 WFCM and IBC IBC Section
6 WFCM and IBC IBC Section WFCM Wood Frame Construction Manual 2012 WFCM uses ASCE 7-10 wind design provisions 12 6
7 ASCE 7-05 vs ASCE SDPWS and IBC 2012 SDPWS is referenced in 2012 IBC 14 7
8 Outline 2012 IBC/IRC Recognition 2012 WFCM Prescriptive 2012 WFCM Engineered 2008 SDPWS 20 Segmented Shear Wall Method 21 8
9 Perforated Shear Wall Method 22 WFCM Prescriptive NOTE: Wind Speeds mph Exp. B & C Segmented & Perforated Shear Walls Other Application Limits 23 9
10 Design Example Assumptions 130 mph (700-yr, 3-second gust) Exposure B L=36 W=30 5/12 roof pitch Top plate to ridge = story 8 wall height 6 8 door height 4 window height Wood Structural Panel Exterior Sheathing Vary interior walls with and without gypsum 24 Design Example Design first floor shear wall 25 10
11 WFCM Prescriptive 2012 WFCM Prescriptive Segmented Interpolate = 12.3' 26 WFCM Prescriptive 2012 WFCM Prescriptive Segmented Interpolate = 0.68 Adjusted = 12.3' (0.68) = 8.4' 27 11
12 WFCM Prescriptive 2012 WFCM Prescriptive Segmented required = 8.4' = 13 > 8.4 OK Assumes gypsum on interior 28 WFCM Prescriptive 2012 WFCM Prescriptive Segmented 29 12
13 WFCM Prescriptive 2001 WFCM Prescriptive Segmented What if we don t count the gypsum on interior? 8.4 x 1.3 = WFCM Prescriptive 2012 WFCM Prescriptive Segmented required = 10.9' Segmented shear wall assuming no interior gypsum = 13' > 10.9' OK 31 13
14 WFCM Prescriptive 2012 WFCM Prescriptive Segmented Hold-downs With and Without Gypsum Segmented shear wall requires hold downs on each segment 32 WFCM Prescriptive 2012 WFCM Prescriptive Perforated Shear Wall (PSW) % Full-height sheathing 8.4' / 36' = 23% Interpolated = '(1.86) = 15.6' w/ gypsum 10.9' / 36' = 30% Interpolated = '(1.72) = 18.7' w/o gypsum 21' Full-height sheathing > 18.7' OK 33 14
15 WFCM Prescriptive 2012 WFCM Prescriptive Perforated PSW requires fully sheathed wall 34 WFCM Prescriptive 2012 WFCM Prescriptive Perforated Hold-downs PSW requires hold-downs only at the ends 35 15
16 WFCM Prescriptive 2012 WFCM Prescriptive Perforated Hold-downs Hold-downs = 3,488 lbs w/ gypsum 3,488 / 1.3 = 2,683 lbs w/o gypsum Need to combine with top floor hold-down requirements Based on capacity of first shear wall panel Does not include dead load 36 Outline 2012 IBC/IRC Recognition 2012 WFCM Prescriptive 2012 WFCM Engineered 2008 SDPWS 37 16
17 WFCM Engineered 2012 WFCM Engineered w roof =94plf w floor = 128(0.82)*=105 plf w total = 199 plf 199(30')/2 =2,985 lbs *Footnote 2: (H+1)/11 adjustment = (8+1)/11 38 WFCM Engineered 2012 WFCM Engineered Segmented 39 17
18 WFCM Engineered 2012 WFCM Engineered Segmented Required Capacity = 2,985 lbs 7/16 WSP Capacity = 336 plf 1/2 Gypsum Capacity = 100 plf Total = 436 plf 2,985/436 = 6.8' (w/ gypsum) 2,985/336 = 8.9' (w/o gypsum) 40 WFCM Engineered 2012 WFCM Engineered Segmented 2,985 lbs = 8' > 6.8' assuming interior gypsum OK 41 18
19 WFCM Engineered 2012 WFCM Engineered - Segmented 2,985 lbs = 13' > 8.9' assuming NO interior gypsum OK 42 WFCM Engineered 2012 WFCM Engineered - Perforated Reference SDPWS Capacities and Adjustments V = 2,985 lbs v = 436 plf (w/ gypsum) v = 336 plf (w/o gypsum) %FHS = 21 / 36 = 58% Interpolated Factor = (0.62) = 270 plf 2,985/270 = 11.1 (w/ gypsum) 336 (0.62) = 208 plf 2,985/208 = 14.4 (w/o gypsum) 43 19
20 WFCM Engineered 2012 WFCM Engineered - Perforated 21' Full-height sheathing > 14.4' OK 44 WFCM Engineered 2012 WFCM Engineered Hold-downs T = v h v = 436 plf (w/ gypsum) v = 336 plf (w/o gypsum) h = 8 T = 436(8 ) = 3,488 lbs T = 336(8 ) = 2,688 lbs Need to combine with top floor hold-down requirements Based on capacity of first shear wall panel Can account for dead load (WFCM 2.2.4) 45 20
21 Outline 2012 IBC/IRC Recognition 2012 WFCM Prescriptive 2012 WFCM Engineered 2008 SDPWS 47 SDPWS 2008 SDPWS Engineered Res and Non-Res ASD & LRFD Efficiencies in designs Shear wall provisions Segmented Perforated Force Transfer Around Openings 48 21
22 Minimum Design Loads ASCE 7-10 Minimum Design Loads for Buildings and Other Structures 49 SDPWS 2008 SDPWS WSP Capacity ASD Capacity = 670/2 = 335 plf 50 22
23 SDPWS 2008 SDPWS Gypsum Capacity ASD Capacity = 200/2 = 100 plf 51 SDPWS 2008 SDPWS Gypsum Capacity Required Capacity = 2,985 lbs WSP = 335 plf Gypsum = 100 plf Total = 435 plf 2,985/435 = 6.9' (w/ gypsum) 2,985/335 = 8.9' (w/o gypsum) 52 23
24 SDPWS 2008 SDPWS Segmented Shear Wall 2,985 lbs 4' + 4' = 8' > 6.9' assuming interior gypsum OK 53 SDPWS 2008 SDPWS Segmented Shear Wall 2,985 lbs 4' + 2.5' + 2.5' + 4' = 13' > 8.9' assuming NO interior gypsum OK 54 24
25 SDPWS 2008 SDPWS Perforated Shear Wall Shear Capacity Adjustment Factor h = 8 L i = 21 L tot = 36 A o = 4(4 )(2.5 ) + (5 )(6.67 ) = 73.4 ft 2 r = 0.70 C o = 0.75 Comparison: WFCM Engineered (tabulated) C o = SDPWS 2008 SDPWS Perforated Shear Wall C o = 0.75 w/ gypsum 435 (0.75) = 326 2,985/326 = 9.2' w/o gypsum 335 (0.75) = 251 2,985/251 = 11.9' 21' Full-height sheathing > 11.9' OK 56 25
26 SDPWS 2008 SDPWS Perforated Shear Wall 2,985 lbs 21' Full-height sheathing > 11.9' OK 57 SDPWS 2008 SDPWS Hold-downs (Segmented) T = v h v = 2,985/8' = 347 plf (w/ gyp) v = 2,985/13' = 230 plf (w/o gyp) h = 8' T = 347(8') = 2,985 lbs (w/ gyp) T = 230(8') = 1,840 lbs (w/o gyp) Need to combine with top floor hold-down requirements Based on loads Can account for dead load ( ) 58 26
27 SDPWS 2008 SDPWS Hold-downs (Perforated) V = 2,985 lbs h = 8' C o = 0.75 L i = 21' T = 1,516 lbs Need to combine with top floor hold-down requirements Based on loads Can account for dead load ( ) 59 Design Example - Summary 2012 WFCM 1 st of 2 Story; 30' span; 5/12 pitch; 130 mph Exp. B AWC Standard 2012 WFCM Prescriptive 2012 WFCM Engineered Segmented Perforated Hold-downs 8.4' (10.9') 15.6' (18.7') 3,488 (2,683) lbs 6.8' (8.9') 11.1' (14.4') 3,488 (2,688) lbs 2008 SDPWS 6.9' (8.9') 9.2' (11.9') Parenthetical values assume NO interior gypsum 2,985 (1,840) lbs 1,516 lbs (PSW) 60 27
28 Design Example - Comparison 2001 WFCM 1 st of 2 Story; 30' span; 5/12 pitch; 100 mph Exp. B AWC Standard 2001 WFCM Prescriptive 2001 WFCM Engineered Segmented Perforated Hold-downs 6.9' (9') 13.4' (16.4') 3,488 (2,683) lbs 6.4' (8.3') 10.3' (13.3') 3,488 (2,688) lbs 2008 SDPWS 6.4' (8.3') 8.5' (11.0') Parenthetical values assume NO interior gypsum 2,775 lbs 1,410 lbs (PSW) 61 Resources coming soon 2012 Versions Coming Soon!
29 Resources Resources
30 Resources Developed for Coastal Areas 130 Questions?
High Load Diaphragm Design for Panelized Roofs. Copyright Materials. A Cost Effective Solution for Large Low Slope Roofs. Learning Objectives
The Wood Products Council is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES). Credit(s) earned on completion of this program will be reported to AIA/CES
Part 2-Offset Shear Walls
Presentation Based On: Part 2-Offset Shear Walls Presentation updated to 2012 IB, ASE 7-10 2008 SDPWS opyright McGraw-Hill, I Presented by: By: R. Terry Malone, PE, SE Senior Technical Director Architectural
Hurricane Charley - Executive summary. Hurricane Charley. Nature s Force vs. Structural Strength
Hurricane Charley - Executive summary Hurricane Charley Nature s Force vs. Structural Strength Charlotte County, Florida August 13, 2004 Introduction The devastation left behind by Hurricane Andrew when
IRC Bracing Methods, Relevant Test Data, and Recommended Design Values for Wind Bracing Analysis of Conventional Wood-Frame Homes
IRC Bracing Methods, Relevant Test Data, and Recommended Design Values for Wind Bracing Analysis of Conventional Wood-Frame Homes Prepared by Jay H. Crandell, P.E. Prepared for ICC Ad Hoc Committee on
DISCLAIMER By using the LOGIX Design Manual, in part or in whole, the user accepts the following terms and conditions.
DISCLAIMER By using the LOGIX Design Manual, in part or in whole, the user accepts the following terms and conditions. The LOGIX Design Manual shall be used for the sole purpose of estimating, design or
Alan's Factory Outlet Carport Prices in Colorado, New Mexico, Nebraska & Nevada NOTE: FRAME WORK LENGTH 20, 25, 30, 35, 40, 45, 50.
Alan's Factory Outlet Carport Prices in Colorado, New Mexico, Nebraska & Nevada $595 STANDARD 14 GAUGE, 5 HEIGHT STANDARD FEATURES: PRICES ARE FOR TOP WITH OPEN SIDES ONLY. 12 GAUGE 14 GAUGE 12W x 21L
Citizens Opening Protection Requirements for Homes in the Wind-Borne Debris Region (WBDR)
1. What is all of this about? The Florida Legislature passed a law about the types of policies Citizens may insure. This law goes into effect in 2009, and affects policies that cover homes with a replacement
HAZUS-MH Hurricane Model Methodology. II: Damage and Loss Estimation
HAZUS-MH Hurricane Model Methodology. II: Damage and Loss Estimation Peter J. Vickery 1 ; Peter F. Skerlj 2 ; Jason Lin 3 ; Lawrence A. Twisdale Jr. 4 ; Michael A. Young 5 ; and Francis M. Lavelle 6 Abstract:
Offset Diaphragms. Presentation Based On: By: R. Terry Malone, PE, SE.
Presentation Based On: Offset Diaphragms Presentation updated to 2012 IB, ASE 7-10 2008 SDPWS opyright McGraw-Hill, I Presented by: By: R. Terry Malone, PE, SE Senior Technical Director Architectural &
The Analysis of Offset Diaphragms and Shear Walls
Presentation based on: Webinar Presentation, June 5, 2014: The nalysis of Offset Diaphragms and Shear Walls Presentation updated to 2012 I, SE 7-10 opyright McGraw-Hill, I and the Wood Products ouncil
City of Saratoga Springs
City of Saratoga Springs BUILDING DEPARTMENT CITY HALL - 474 BROADWAY - SARATOGA SPRINGS, NY 12866 PHONE 518-587-3550 FAX 518-580-9480 APPLICATION FOR DETACHED GARAGE 1. APPLICATION MUST BE FILLED OUT
Presenters. Bracken Engineering. Structures Disasters Forensics
Presenters Bill Bracken, PE John Minor, CGC Bracken Engineering Structures Disasters Forensics Hurricane Ike Pre & Post FIRM Ike Pre Firm Post Firm FEMA Background The NFIP requires the mortgage loans
Flood Resistant Provisions of Connecticut s Newest Building Codes. Laura E. Ghorbi, PE, CFM Risk Management & Resilience
Flood Resistant Provisions of Connecticut s Newest Building Codes Laura E. Ghorbi, PE, CFM Risk Management & Resilience October 25, 2017 Overview 2018 Connecticut State Building Code Adoption National
Diaphragm And Shear Walls With Offsets and Openings
Presentation ased On: Diaphragm nd Shear Walls With Offsets and Openings Presentation updated to 2015 I, SE 7-10 2015 SDPWS opyright McGraw-Hill, I y: R. Terry Malone, PE, SE Presented by: Senior Technical
Keeping Up with the changes in Testing, Certification and Product Approval Programs
Keeping Up with the changes in Testing, Certification and Product Approval Programs John McFee WDMA Certification programs Program Overview What is product certification? What is Certification Define Third
2010 Florida Building Code Update December 8, 2011
Current Status and Expected Changes: Wind and Flood Code Upgrades Outline Code Basics Chapter 16 Wind& Flood Case Study Code Basics The Florida Building Code FBC Preface: The Florida Building Code is a
AIR Worldwide Analysis: Exposure Data Quality
AIR Worldwide Analysis: Exposure Data Quality AIR Worldwide Corporation November 14, 2005 ipf Copyright 2005 AIR Worldwide Corporation. All rights reserved. Restrictions and Limitations This document may
Wind Loss Mitigation Implementation Issues and Recommendations
FCHLPM F M Windstorm W n m Mitigation g t Committee i tee September 2009 Wind Loss Mitigation Implementation Issues and Recommendations Building Codes Insurance Now Future Loss Mitigation L. A. Twisdale,
California Building Code and the NFIP. John Ingargiola, Senior Engineer FEMA Building Science Branch
California Building Code and the NFIP John Ingargiola, Senior Engineer FEMA Building Science Branch CA Major Disaster Declarations and Federal Assistance $21 $21 $76 $78 7 declarations, 2004-2016, total
STRUCTURAL PERFORMANCE TEST REPORT
STRUCTURAL PERFORMANCE TEST REPORT Client: Gallina USA, LLC. 245 E Madison Avenue Milton, WI 53563 Report No.: NCTL-210-3193-2 Test Date: 10/12/05 Report Date: 10/26/05 Test Specimen: 0.280 (7mm) Corrugated
Lesson 11. Tracking and Paying Sales Tax
QUICKB OOKS 2 0 15 ST U DENT GUIDE Lesson 11 Tracking and Paying Sales Tax Copyright Copyright 2015 Intuit, Inc. All rights reserved. Intuit, Inc. 5601 Headquarters Drive Plano, TX 75024 Trademarks 2015
Structural Failure(s) MET Wind Flowing Around a House. Shutters. Breaching the Building Envelope Adds Internal Pressure to External Suction
MET 4532 Wind Engineering & Insurance Lecture 35 1-4 December 2017 How Do Buildings Fail in a Hurricane? Wind Flowing Around a House Pressure on windward walls Suction on roof & lee walls Breaching the
Structural Calculations
Structural Calculations Whole House Green Remodel 921 Valley View Lane Mill Valley, CA Prepared for: Beth Schriock 921 Valley View Lane Mill Valley, CA 94941 Prepared by: 1314 Fountain Street Alameda,
Tracking and Paying Sales Tax. Lesson 11
Tracking and Paying Sales Tax Lesson 11 1 Lesson objectives To get an overview of sales tax in QuickBooks (the steps involved in tracking, collecting, and paying it) To see how to set up QuickBooks to
Bordeaux Village One Condominium
Bordeaux Village One Condominium LOCATION: 2431-2497 HERON TERRACE CLEARWATER, FLORIDA 33762 IP Risk Services, Inc. 9721 TIFFANY OAKS LANE, SUITE 200 TAMPA, FL 33612-7510 Email: IPRiskServices@aol.com
DWELLING PROGRAM GENERAL INSTRUCTIONS...
DWELLING PROGRAM GENERAL INSTRUCTIONS... 9.2 PERILS AFFORDED... 9.2 APPLICATION... 9.2 BINDING AUTHORITY... 9.2 TERM OF POLICY... 9.2 SINGLE BUILDING DEFINITION... 9.2 CONSTRUCTION DEFINITIONS... 9.2 PUBLIC
Hurricane Deductible
NEW JERSEY MANUFACTURERS INSURANCE COMPANY Hurricane Deductible What You Need to Know This booklet contains only general information and is not a legal document. Save this booklet. TABLE OF CONTENTS About
Agent Name: Agent Address: Agent City: State: Zip Code: Agent Phone: Fax:
Builders Risk Quick Quote All QUESTIONS MUST BE ANSWERED! AGENT INFORMATION Agent Name: Agent Address: Agent City: State: Zip Code: Agent Phone: Fax: E-mail: INSURED INFORMATION Insured Name: Insured Mailing
2014 ICC Annual Conference FEMA presentation: 2015 Flood Codes, Standards, and Building Science Tools
2015 Flood Codes, Standards, and Building Science Tools John Ingargiola Building Science Branch FEMA HQ, FIMA Agenda 1. Introduction 2. Implementation of Post-Disaster Recommendations 3. Significant changes
C E R T I F I C A T E O F C O M P L I A N C E
C E R T I F I C A T E O F C O M P L I A N C E 20150612- R25219 Certificate Number Report Reference R25219-20110920 Issue Date 2015-JUNE-12 Issued to: SECURITRON MAGNALOCK CORP 10027 S 51ST ST PHOENIX AZ
Facility Needs Assessment Osage County
Facility Needs Assessment Osage County CITIZENS ADVISORY COMMITTEE Mission Mike Tolson, John Kane, Mike Fisher, Lou Ann Brown, Cathy Ross, Berry Keeler, Jerry Loftis Volunteer committee organized in 2015
APPRAISAL_PLUS_CRAW_ PDF. Date 2/21/2017 INSURED
1 APPRAISAL_PLUS_CRAW_022117092958.PDF Appraisal Plus Report PACIFIC SPECIALTY menlo park, CA 94025 ATTN: Brenda Riley Date 2/21/2017 FILE I.D. Client File 3110027 Loss 2/7/2017 Our File 6557-2979109 Assigned
Advanced Diaphragm Analysis-Workshop
Presentation ased On: dvanced Diaphragm nalysis-workshop Presentation updated to 2015 I, SE 7-10 2015 SDPWS opyright McGraw-Hill, I Presented by: y: R. Terry Malone, PE, SE Senior Technical Director rchitectural
RESERVE FUND STUDY. Reserve Fund Study
RESERVE FUND STUDY Reserve Fund Study The reserve fund study for the condominium corporation is prepared in a format to be presented to the Condominium Corporation s Board of Directors or for use in delayed
200 Anystreet, Anytown, TX
1 4217 blank Property Address 200 Anystreet Anytown, TX 1245 Latitude: 40.00001 Longitude: -90.00001 Summary Contact Info blank Claim Number COMMERCIAL PROPERTY 1 Summary # of Floors 1.5 Area 21,570 sqft
Reserve Fund Study Planning
Reserve Fund Study Planning What is a reserve fund and why is it important? The study evaluates the amount of money in the reserve fund to see it is sufficient to cover the repair and replacement of common
FIR RIDGE II CONDOMINIUM
FIR RIDGE II CONDOMINIUM BELLINGHAM, WASHINGTON UPDATE WITHOUT SITE VISIT FEBRUARY 2014 FOR USE WITH THE FEBRUARY 2012 RESERVE STUDY PREPARED BY: DENISE DANA, RESERVE SPECIALIST M. ARCH, REGISTERED ARCHITECT
FEMA Leverages Building Codes and Standards to Advance Resiliency
FEMA Leverages Building Codes and Standards to Advance Resiliency The goal of emergency management policy should be not just to respond but also to change the outcomes of natural hazards, and to do that,
MASSACHUSETTS PROPERTY INSURANCE UNDERWRITING ASSOCIATION
MASSACHUSETTS PROPERTY INSURANCE UNDERWRITING ASSOCIATION (MPIUA) HOMEOWNERS 2000 PROGRAM MANUAL PAGES MPIUA MASSACHUSETTS STATE PAGES EFFECTIVE AS OF 09-01 - 2018 PAGE CHECKLIST FOR MASSACHUSETTS STATE
FE ASIB ILIT Y S TUDY O F PA RTIA LLY RE STRA INED CON NECT IONS
FE ASIB ILIT Y S TUDY O F PA RTIA LLY RE STRA INED CON NECT IONS by Joseph P. Migliozzi This thesis submitted to the faculty of the Virginia Polytechnic Institute and State University in partial fulfillment
Contraflexure Points for Continuous Highway Bridges
Contraflexure Points for Continuous Highway Bridges BridgeSight Solutions for the AASHTO LRFD Bridge Design Specifications BridgeSight Software TM Creators of effective and reliable solutions for the world
MASSACHUSETTS PROPERTY INSURANCE UNDERWRITING ASSOCIATION (MPIUA)
MASSACHUSETTS PROPERTY INSURANCE UNDERWRITING ASSOCIATION (MPIUA) DWELLING POLICY PROGRAM (2002 EDITION) MANUAL PAGES EFFECTIVE 09 01 18 PAGE CHECKLIST FOR MASSACHUSETTS STATE PAGES TO BE USED IN CONJUNCTION
Installation Analysis
PROJECT NO.: G8908.01-122-34 CKD: JCW SHEET: 1 OF 17 Installation Analysis Alumaboard Cladding Clip Analysis Report G8908.01-122-34 Rendered to: ROLLFAB METAL PRODUCTS, LLC 2529 West Jackson Street Phoenix,
Longbow Research Construction Materials Conference
Longbow Research Construction Materials Conference Mike Thaman Chairman of the Board and CFO May 30, 2007 Forward-looking Statement and Non-GAAP Measures This presentation contains forward-looking statements
2019 MIBS EXHIBITOR MANUAL
2019 MIBS EXHIBITOR MANUAL Dear Exhibitor, Eventstar Structures is proud to be the exclusive provider of tent structures and accessories for The 2019 Progressive Insurance Miami International Boat Show
March 4, James A. Sadler, CPCU, AIC Director of Claims National Flood Insurance Program DHS/FEMA-MT-RN-CA. Wind vs. Water Adjusting Practice
U.S. Department of Homeland Security 500 C Street, SW Washington, DC 20472 W-10017 March 4, 2010 MEMORANDUM FOR: Write Your Own (WYO) Company Principal Coordinators, the National Flood Insurance Program
Educational & Performing Arts Center: Downriver Campus
Educational & Performing Arts Center: Total Estimated Project Construction Cost: $ 18.04 million Groundbreaking: September 2006 Percentage Completed: 100 percent Anticipated Completion Date: Completed
Builders Risk Plan Coverage Application
Builders Risk Plan Coverage Application Thank you for your interest in Zurich s Builders Risk Plan. To provide you the most accurate and timely service, please be sure to read these directions carefully
Oyster River Cooperative School District Business Administrator s Office
Oyster River Cooperative School District Business Administrator s Office November 3, 2016 Subject: Enclosures: Request for Lease proposal 77-Passenger School Bus Lease Request for Lease proposal General
PBEE-2 simulation exercise
PBEE-2 simulation exercise CVEN 5835-02 SPTPS: Nonlinear Structural Analysis; Theory and Applications 21 Apr 2011 Keith Porter, Associate Research Professor Civil, Environmental, and Architectural Engineering
Connecting Garage Door Jambs to Building Framing
Connecting Garage Door Jambs to Building Framing Introduction The members of DASMA recognize that connecting garage doors to building framing is as important as the design of garage doors themselves. The
Floodplain Design, Construction, and Impacts On Flood Insurance
Floodplain Design, Construction, and Impacts On Flood Insurance AIA/CES Registration Architectural Record is a registered provider with The American Institute of Architects Continuing Education Systems.
WHAT IS A RESERVE STUDY AND WHY ARE THEY IMPORTANT?
WHAT IS A RESERVE STUDY AND WHY ARE THEY IMPORTANT? Tom Larson, PE, RS, PRA Facility Engineering Associates, PC What is a Reserve Study? A budget planning tool which identifies the current status of the
PACIFIC SPECIALTY INSURANCE COMPANY STATE OF CALIFORNIA. Underwriting Rules Stand-Alone Earthquake
PACIFIC SPECIALTY INSURANCE COMPANY STATE OF CALIFORNIA Underwriting Rules Stand-Alone Earthquake Comprehensive and Comprehensive Plus Protection Policy Edition 3 Table of Contents 1. POLICY FORMS AND
RESERVE FUND STUDY. Hill & Associates Ltd. Member APEGNB July 2014
2014 RESERVE FUND STUDY Hill & Associates Ltd. Member APEGNB July 2014 Reserve Fund Study Prepared for Bobak Place Townhome Condominiums Prepared by Hill & Associates Ltd. Consulting Professional Engineers
FEMA Elevation Certificates and Hydrostatic Venting Requirements
FEMA Elevation Certificates and Hydrostatic Venting Requirements Tennessee Association of Floodplain Managers Conference Gatlinburg, TN July 30 August 2, 2013 1 What is the National Flood Insurance Program
NUNAVUT HOUSING CORPORATION. Emergency Repair Program (ERP)
NUNAVUT HOUSING CORPORATION Emergency Repair (ERP) October 2014 TABLE OF CONTENTS OBJECTIVE... 1 SUMMARY... 1 ENABLING LEGISLATION... 1 ELIGIBLE CLIENTS... 1 ELIGIBLE UNITS... 2 CONTRIBUTION... 2 INCOME
DWELLING PROGRAM. Designed specifically for agents of
DWELLING PROGRAM Designed specifically for agents of DWELLING 5/86 SMIC 11/2002 INDEX DESCRIPTION RULE NO. PAGES Basic Policy Coverage and Limits 2 2 Eligibility 1 1 Forms List --- 18 General Rules 3-a
UTAH STATE BULLETIN. OFFICIAL NOTICES OF UTAH STATE GOVERNMENT Filed August 15, 2015, 12:00 a.m. through September 01, 2015, 11:59 p.m.
UTAH STATE BULLETIN OFFICIAL NOTICES OF UTAH STATE GOVERNMENT Filed August 15, 2015, 12:00 a.m. through September 01, 2015, 11:59 p.m. Number 2015-18 September 15, 2015 Nancy L. Lancaster, Editor Patricia
PART I COVERAGE AND DEFINITION TYPE RULES
PART I COVERAGE AND DEFINITION TYPE RULES GENERAL RULES RULE 100. INTRODUCTION A. About The Homeowners Manual The Homeowners Policy Program provides property and liability coverages, using the forms and
The Florida Public Hurricane Loss Model Selected Results
The Florida Public Hurricane Loss Model Selected Results Shahid S. Hamid, Ph.D., CFA PI, Hurricane Loss Projection Model Professor of Finance, College of Business, and Director, Laboratory for Insurance,
QUICK GUIDE. An Introduction to COPE Data. Copyright 2017 AssetWorks Inc. All Rights Reserved. For more information visit,
QUICK GUIDE An Introduction to COPE Data An Introduction to COPE Data The collection of COPE data is important for organizations. It s four data categories construction, occupancy, protection, and exposure
Chapter 5: Using Financial Statement Information
1 Chapter 5: Using Financial Statement Information 2 Control and Prediction Financial accounting numbers are useful in two fundamental ways: They help investors and creditors influence and monitor the
#161. Connecting Garage Door Jambs to Building Framing. Introduction
Connecting Garage Door Jambs to Building Framing Introduction The members of DASMA are equally as concerned about connecting garage doors to building framing as they are about the design of garage doors
Windstorm Insurance in Florida Protect Our Economy
Windstorm Insurance in Florida Protect Our Economy Table of Contents The Problem...slide 3 The Solution slide 5 Improve Risk Methodology.........slide 6 Wind versus Water.slide 9 Collier County....slide
U NDERWRITERS R ATING B OARD
U NDERWRITERS R ATING B OARD P.O. BOX 13-059 ALBANY, NEW YORK 12212 PROGRAM BULLETIN # DWG-8 NOVEMBER 1, 1996 All rates, rules and forms promulgated by the Underwriters Rating Board are advisory in nature
Cannabis Insurance Application
Cannabis Insurance Application 1. Please answer all questions. If any section does not apply, please indicate with Not Applicable OR None. 2. If there is insufficient space to complete your answer for
101 LOGISTICS AVENUE, JEFFERSONVILLE, IN 47130
C L A S S A O F F I C E S PA C E U N D E R C O N S T R U C T I O N New Office Park Under Development within River Ridge Commerce Center. Centrally Located and Just Minutes from Downtown Louisville via
New Guidance on Accounting for Leases Difference Between ASC 842 and 840
Accounting Policy & Practice Report: News Archive 2017 May 05/12/2017 BNA Insights New Guidance on Accounting for Leases Difference Between ASC 842 and 840 By Jeffrey Ellis Jeffrey Ellis is a Senior Managing
Facility Condition Assessments (FCA)
Facility Condition Assessments (FCA) Is it time for a third party review of your facility? Greg Ruberto, P.E. November 11, 2015 PSFEI Overview Penn State Facilities Engineering Institute was founded in
Tennessee Residual Market State Activity Report
Tennessee Residual Market State Activity Report Executive Summary NCCI, as Pool and Plan Administrator of the Tennessee Workers Compensation Insurance Plan, is pleased to provide the. The information contained
Builder s Risk Renovation Application
Builder s Risk Renovation Application General Information - Project Start Date: - Project Completion Date: - Named Insured: - Mailing Address: - Project Location Address: - Protection Class: ; or - Distance
My Home is Damaged. Now What? Kuhl Design+Build, LLC 1515 South 5th Street, Hopkins, MN
My Home is Damaged. Now What? Kuhl Design+Build, LLC 1515 South 5th Street, Hopkins, MN 55343 952.935.9469 Storm Damage Quicklist Three things to do immediately after the storm: 1. Call your insurance
FLORIDA BUILDING COMMISSION MEETING July 10, 11 and 12, 2006 Hard Rock Hotel Seminole Indian Country, FL
FLORIDA BUILDING COMMISSION MEETING July 10, 11 and 12, 2006 Hard Rock Hotel Seminole Indian Country, FL The Florida Building Commission held its July 2006 meeting to consider, discuss and take action
Tennessee Residual Market State Activity Report
Tennessee Residual Market State Activity Report Executive Summary NCCI, as Pool and Plan Administrator of the Tennessee Workers Compensation Insurance Plan, is pleased to provide the Tennessee Residual
California Stand Alone Earthquake Program
California Stand Alone Earthquake Program AEGIS SECURITY INSURANCE COMPANY 2407 Park Drive, Harrisburg, PA 17105 3153 California Stand Alone Earthquake Program Contents 1. POLICY FORMS AND DWELLING LIMITS...
RESERVE FUND STUDY VILLAS OF HUDSON HOMEOWNERS ASSOCIATION HUDSON, OHIO
RESERVE FUND STUDY VILLAS OF HUDSON HOMEOWNERS ASSOCIATION HUDSON, OHIO Criterium Liszkay Engineers 110 N. High St. Gahanna, OH 43230 614-418-7200 www.clengineers.com AUGUST, 2009 1.0 INTRODUCTION... 1
CHIPS CROSSING HOMEOWNERS ASSOCIATION ARCHITECTURAL CONTROL COMMITTEE GUIDELINES AND INSTRUCTIONS. Revised 07/15/09
CHIPS CROSSING HOMEOWNERS ASSOCIATION ARCHITECTURAL CONTROL COMMITTEE GUIDELINES AND INSTRUCTIONS Revised 07/15/09 Architectural Control Committee Guidelines Declarations for Covenants, Conditions and
PROPOSAL FOR JEWELERS BLOCK COVERAGE FORM
POLICY NUMBER: COMMERCIAL INLAND MARINE CM 59 90 09 00 PROPOSAL FOR JEWELERS BLOCK COVERAGE FORM To Be Effective With Name of Insurance Company A separate proposal must be completed for each location and
Georgia Residual Market State Activity Report
Georgia Residual Market State Activity Report Executive Summary NCCI, as Pool and Plan Administrator of the Georgia Workers Compensation Insurance Plan, is pleased to provide the Georgia Residual Market
UTICA FIRST INSURANCE COMPANY ARTISANS PROGRAM NEW JERSEY
UTICA FIRST INSURANCE COMPANY RULES TABLE OF CONTENTS Eligibility Program Description Policywriting Instructions Definitions Premium Modifications Deductibles Premium Development Property Coverage Options
Barn Garage. OWNER S MANUAL / Instructions for Assembly Size 13 Ft x 18 Ft / 3.9 Mtr. x 5.5 Mtr. (Approx.) USP US POLYMERS INC
A L L P U R P O S E V I N Y L G A R A G E S TM A Product of USP US POLYMERS INC Barn Garage OWNER S MANUAL / Instructions for Assembly Size 3 Ft x 8 Ft / 3.9 Mtr. x 5.5 Mtr. (Approx.) Customer Service
SPRI Roof System Listing Service Program
SPRI Roof System Listing Service Program John C. Greko Carlisle Construction Materials 1285 Ritner Hwy., Carlisle, PA 17013 Phone: 717-245-7325 E-mail: jgreko@carlislecm.com Ronald Reed, ASQ-CQA Intertek
Job Status Report w/hours 09/24/08
Cost-To-Complete Job# = 186 Sample Company 2005 Job Status Report w/hours 186 Williams Post Office 1 General Requirements 1000.000 Budget 926 69,942 69,942 57 % 50 % 39,565 9,187 GENERAL REQUIREMENTS Cost
Contractor Name Main Street Anytown, ST Joe Businessowner 5678 Industrial Ave., Anytown, ST 12345
Contractor Name 1234 Main Street Anytown, ST 12345 123-456-7890 contractor@email.com Joe Businessowner 5678 Industrial Ave., Anytown, ST 12345 PROPERTY INFORMATION SUMMARY Latitude 35.92391 Longitude -94.96835
Michael Faller. October 19, Destiny Industries, LLC 250 RW Bryant Rd Moultrie, GA RE: MFT2437-MD NTA JOB NUMBER: DES
October 19, 2016 Destiny Industries, LLC 250 RW Bryant Rd Moultrie, GA 31778 RE: MFT2437-MD503-638-108 NTA JOB NUMBER: DES100316-41 Dear John Olmstead: The referenced manufactured building has been reviewed
Board of Commissioners Alberta Madonna, Chairperson Jean T. Carney Thomas Bellick Marva H. Isaacs Haileab Samuel Denise Clark Joan Johnson
SCHENECTADY MUNICIPAL HOUSING AUTHORITY Richard E. Homenick, Executive Director Gregory J. Hoffman, Counsel 375 Broadway, Schenectady, New York 12305 (518) 386-7000 Board of Commissioners Alberta Madonna,
September Dear Resident of Olivia:
September 2014 Dear Resident of Olivia: The City of Olivia is applying for funds to help homeowners make improvements in your neighborhood, and we need your help! If we hear from all of you, the program
Mississippi Residual Market State Activity Report
Mississippi Residual Market State Activity Report Executive Summary NCCI, as Plan Administrator of the Mississippi Workers Compensation Insurance Plan, is pleased to provide the Mississippi Residual Market
CONTENTS. Sparger Springs Townhomes Durham, NC
CONTENTS 1.0 INTRODUCTION... 1 2.0 EXECUTIVE SUMMARY... 2 3.0 PURPOSE & SCOPE... 3 3.1 PURPOSE... 3 3.2 SCOPE... 3 3.3 SOURCES OF INFORMATION... 4 4.0 DESCRIPTION... 5 5.0 OBSERVATIONS... 6 6.0 RESERVE
Board of Commissioners Alberta Madonna, Chairperson Jean T. Carney Thomas Bellick Marva H. Isaacs Haileab Samuel Denise Clark Joan Johnson
SCHENECTADY MUNICIPAL HOUSING AUTHORITY Richard E. Homenick, Executive Director Gregory J. Hoffman, Counsel 375 Broadway, Schenectady, New York 12305 (518) 386-7000 Board of Commissioners Alberta Madonna,
Disclaimer for Review of Plans
Disclaimer for Review of Plans The San Francisco Planning Code requires that the plans of certain proposed projects be provided to members of the public prior to the Cityʹs approval action on the project.
Physical Plant. Five-Year Capital Budget Plan. State College Area School District November Page 1 of 15
Physical Plant Five-Year Capital Budget Plan State College Area School District November 2011 Page 1 of 15 Table of Contents Background and 2013 Projects Pages 3-5 Funding Level Pages 6-7 Existing Buildings
UNDERWRITING PROPERTY INSPECTOR/SURVEYOR CERTIFICATION 2016 SURVEYS FOR STATE FARM INSURANCE PERSONAL-LINES
UNDERWRITING PROPERTY INSPECTOR/SURVEYOR CERTIFICATION 2016 SURVEYS FOR STATE FARM INSURANCE PERSONAL-LINES This guide is designed to provide a basic understanding of the QA Claims Property Inspection/Survey
LIGHT INDUSTRIAL/WAREHOUSE UNITS TO LET
SOUTHAMPTON Equity & Law House 14-15 Brunswick Place Southampton SO15 2AQ t: 023 8022 7337 f: 023 8022 7120 BUSINESS SPACE goadsby.com LIGHT INDUSTRIAL/WAREHOUSE UNITS TO LET GROSS INTERNAL AREA FROM APPROXIMATELY
Depreciation Reports & The Strata Property Act of British Columbia
Depreciation Reports & The Strata Property Act of British Columbia Matt Mulleray, P.Eng. April 29, 2012 Nanaimo, BC Agenda Depreciation Reports and New BC Regulations Report Requirements Types of assets
RADON SURVEY SCREENING REPORT DRAFT CANDLEWOOD ELEMENTARY SCHOOL
RADON SURVEY SCREENING REPORT DRAT CANDLEWOOD ELEMENTARY SCHOOL, Rockville, Maryland 20871 7 January 2016 EXECUTIVE SUMMARY Name of acility: Candlewood Elementary School, Rockville, MD Date of Test Report:
International Barrier Technology Inc. (Name of small business issuer in its charter)
OMB APPROVAL OMB Number: 3235-0416 Expires: April 10, 2010 Estimated average burden hours per response 182 UNITED STATES SECURITIES AND EXCHANGE COMMISSION Washington, D.C. 20549 FORM 10-QSB [X] QUARTERLY
LEVEL 3 RESERVE STUDY UPDATE WOOLSEY CORNER CONDOMINIUM
LEVEL 3 RESERVE STUDY UPDATE FOR WOOLSEY CORNER CONDOMINIUM Portland, OR January 1, 2014 December 31, 2014 Prepared By: Carson M. Horton, RS Quality Check By: L. Law Broili Date: January 1, 2014 Copyright
Illinois Residual Market State Activity Report
Illinois Residual Market State Activity Report Executive Summary NCCI, as Pool and Plan Administrator of the Illinois Workers Compensation Insurance Plan, is pleased to provide the Illinois Residual Market