Advanced Wind Mitigation Methodologies, Pt. 1- Internet Course (5th Edition)
|
|
|
- Colin Jason Logan
- 6 years ago
- Views:
Transcription
1 Course Syllabus: Course Title: Advanced Wind Mitigation Methodologies, Pt. 1- Internet Course (5th Edition) Code Edition: Florida Building Code, Existing Building, 5th Edition (2014) Number of Classroom Hours: Method of Presentation: Intended Target Group: 1; 1 CEU Online Course Florida Certified & Registered Contractors Provider Information: Business Name: Infinity LC Contacts: Meredith Douthit & Steve Terepka Business Address: 801 West Bay Dr. Suite #516 Largo, Fl Phone Number: (#102) meredith.onlineclasses@gmail.com Provider Number: Course Description: This course is designed to introduce Florida contractors to the Wind Mitigation Methodologies Retrofitting Techniques required by Florida Statute By completing this course the Contractor will become familiar with the following improvements as outlined in the 2014 (5th Edition) of Florida Building Code- Existing Building, Chapters 7 & 17: prescriptive techniques for gable-end bracing, strengthening and fastening roof sheathing, and creating a secondary water barrier. In addition to the Retrofitting requirements for those improvements, the licensee will be informed about the need for Wind Mitigation in Florida, as well as costs estimates associated with the aforementioned improvements, and will be given resources for locating additional information. Course Prerequisites: There are no prerequisites for this course. Course Learning Objectives:
2 1. To explain and describe the need for Florida contractors to be informed about Wind Mitigation. 2. To specify the requirements and techniques for installation of gable-end retrofitting. 3. To specify the requirements and techniques for strengthening and fastening roof sheathing and address cost approximations for this improvement. 4. To specify the requirements and techniques for creating a secondary water barrier and address cost approximations for this improvement. 5. To identify several online resources for contractors to access more information on wind mitigation in Florida. Course Outline: Section 1- Addressing the Need for Wind Mitigation Identifies the need for wind mitigation in Florida; discusses the environmental and legislative events that led to the development of these requirements; introduces the interrelated groups impacted by wind mitigation; reviews the premium discounts available for wind mitigation safeguards; pinpoints the eligibility of a structure for retrofitting gable ends; outlines the materials of construction for gable end retrofitting; and alerts students to built-in resources for this course, including definitions and relevant sections of code. Learning Exercise 1 References: 2014 FBC- Existing Building- Sections 1701, 1702, and 1703 and FBC-Building- Section FBC- Existing Building- Section Purpose 2014 FBC- Existing Building- Section Eligible Condition 2014 FBC- Building- Section Risk Category 2014 FBC- Existing Building Existing Materials 2014 FBC- Existing Building New and Replacement Materials 2014 FBC- Existing Building Material Specifications for Retrofit 2014 FBC- Existing Building Screws 2014 FBC- Existing Building Fasteners 2014 FBC- Existing Building Metal Connectors and Nail Plates 2014 FBC- Existing Building Definitions Code Tables and Figures: 2014 FBC- Building- Table Risk Category of Buildings and Other Structures
3 2014 FBC- Existing Building- Table Material Specifications for Retrofits 2014 FBC- Existing Building- Table Nail and Screw Requirements Section 2- Retrofitting Gable Ends Pinpoints 4 key areas of weakness and associated improvements for retrofitting gable ends, including: the use and installation of retrofit studs, installation and attachment of lateral braces to supplement existing framing members, connection methods between retrofit studs and lateral braces, and connection of the gable end wall to the wall below; Discusses the determination of surface exposure categories; Pinpoints the resources needed for establishing design wind speeds at the structure's location; and provides resources for determining alternative strategies for retrofit studs and lateral braces when existing conditions prevent ideal installation. Learning Exercise 2 References: 2014 FBC- Existing Building- Sections 1704, 1705, 1706, 1707, 1708 and 1709 and 2014 FBC- Building- Section FBC- Existing Building Balloon framed gable end wall 2014 FBC- Existing Building Definitions 2014 FBC- Existing Building General Requirements FBC- Existing Building Requirements for added studs 2014 FBC- Existing Building Placement of added studs 2014 FBC- Existing Building Attachment of added studs 2014 FBC- Existing Building Interrupted or short existing studs 2014 FBC- Existing Building Omitted retrofit stud -- Ladder assembly 2014 FBC- Existing Building Method (a): Face to edge or to face method 2014 FBC- Existing Building Method (b): Butted retrofit stud method 2014 FBC- Existing Building Method (c): Offset retrofit stud method 2014 FBC- Existing Building Method (d): Nailer with retrofit stud method 2014 FBC- Building Exposure category 2014 FBC- Building Surface roughness categories 2014 FBC- Building Exposure Categories 2014 FBC- Existing Building Requirements for retrofit studs 2014 FBC- Existing Building Piggyback trusses 2014 FBC- Existing Building Fastener attachments
4 2014 FBC- Existing Building Nail plate attachments 2014 FBC- Existing Building Reduced width of retrofit studs 2014 FBC- Existing Building Interrupted primary studs 2014 FBC- Existing Building Short retrofit studs 2014 FBC- Existing Building Spliced retrofit studs 2014 FBC- Existing Building Requirements for lateral braces 2014 FBC- Existing Building Placement and Exception 2014 FBC- Existing Building Attachment of lateral braces 2014 FBC- Existing Building Blocking attachment to lateral braces 2014 FBC- Existing Building Omitted lateral brace 2014 FBC- Existing Building Interrupted Lateral Brace 2014 FBC- Existing Building Short lateral brace 2014 FBC- Existing Building Lateral brace connections to webs of trusses 2014 FBC- Existing Building Installation at truss ridges 2014 FBC- Existing Building Piggyback trusses 2014 FBC- Existing Building Outlookers 2014 FBC- Existing Building Attachment of lateral braces to retrofit studs 2014 FBC- Existing Building L-Bend Strap Method 2014 FBC- Existing Building U-Bend Strap Method 2014 FBC- Existing Building Requirements 2014 FBC- Existing Building Truss gable end wall and Exception 2014 FBC- Existing Building Wood frame wall below 2014 FBC- Existing Building Concrete or masonry wall below 2014 FBC- Existing Building Platform framed gable end wall 2014 FBC- Existing Building Stud Connections 2014 FBC- Existing Building Wall Connections Code Tables and Figures: 2014 FBC- Existing Building- Figure General Means of Gable End Retrofit 2014 FBC- Existing Building- Table Nail and Screw Requirements 2014 FBC- Existing Building- Figure Placement of Retrofit Studs 2014 FBC- Existing Building- Table Retrofit Configuration as a Function of Exposure Category, Design Wind Speed, and Stud Height 2014 FBC- Residential- Figure R301.2(4) Ultimate Design Wind Speeds, V ult 2014 FBC- Building- Figure 1609A, Ultimate Design Wind Speeds, VULT, For Risk Category II Buildings and Other Structures FBC- Existing Building- Figure Nail Plate Fastening
5 2014 FBC- Existing Building- Figure (1) Truss Gable End Wall with L-Bent Straps 2014 FBC- Existing Building (4) Conventionally Framed Gable End Wall with U- Bent Straps 2014 FBC- Existing Building- Figure Omitted Lateral Brace 2014 FBC- Existing Building- Figure Interrupted Lateral Braces 2014 FBC- Existing Building- Figure (1)- L-Bent Strap Method for Configurations A, B, and C 2014 FBC- Existing Building- Figure (2) Conventionally Framed Gable End Wall With L-Bent Straps 2014 FBC- Existing Building- Figure (3)- Truss Gable End Wall with U-Bent Straps 2014 FBC- Existing Building- Figure (1)- U-Bent Strap Method for Configurations A, B, and C 2014 FBC- Existing Building- Figure (2)- U-Bent Strap Method for Configurations D Section 3- Roof Sheathing and Secondary Water Barriers- Reviews the legislative requirement for implementing this improvement; outlines the mitigation techniques for strengthening roof sheathing/decking; outlines approved techniques for installing a secondary water barrier; identifies the estimated cost for implementing this improvement; identifies a wide variety of online resources for contractors to access more information on wind mitigation in Florida. Learning Exercise 3 References: 2014 FBC- Existing Building- Sections 708 and 2014 FBC- Building- Section 1517, 1518 and FBC- Existing Building- Section FBC- Existing Building Roof diaphragms resisting wind loads in high-wind regions 2014 FBC- Existing Building- Section FBC- Existing Building- Section FBC- Existing Building- Section FBC- Existing Building- Section Roof secondary water barrier for site-built single family residential structures 2014 FBC- Building- Section Underlayments
6 2014 FBC- Building- Section FBC- Building- Section FBC- Building- Section FBC- Building- Section FBC- Building- Section FBC- Building- Section FBC- Building- Section FBC- Building- Section FBC- Building- Section Code Tables and Figures: 2014 FBC- Building- Figure 1609A, Ultimate Design Wind Speeds, VULT, For Risk Category II Buildings and Other Structures FBC- Residential- Figure R301.2(4) Ultimate Design Wind Speeds, V ult 2014 FBC- Existing- Table Supplement Fasteners at Panel Edges and Intermediate Framing Course Timeline: This is a 50-minute course with the following approximate time line: Section 1- Addressing the Need for Wind Mitigation 10.5 Minutes 1701, 1702, 1703 Section 2- Gable-End Bracing Minutes 1704, 1705, 1706, 1707, 1708, 1709 Section 3- Roof Sheathing & Secondary Water Barriers 10.5 Minutes 708 Total: Minutes + Est. 3 Min. per Exercise: 9 Minutes Total Est. Time: Minutes
7 Method of Presentation: This is an online instructor-led course that consists of collegiate-style lectures that have been professionally narrated by a properly licensed subject matter expert, animated with relevant graphics and media, and converted to Flash for web delivery to provide licensees with a firstrate learning experience. Evaluation Method: Licensees will be evaluated on their comprehension of the material covered by participating in three (3) short learning exercises, interspersed throughout each hour of the course, upon which successful completion of each is required before advancement to the next segment is allowed and credit may be obtained for course completion. When required by the licensing authority, licensees must additionally complete a final examination with a minimum proficiency of 70% to obtain credit for course completion.
Advanced Wind Mitigation Methodologies, Pt. 1- Internet Course (5th Edition)
CODE Specifications TAB: Course Title: Advanced Wind Mitigation Methodologies, Pt. 1- Internet Course (5th Edition) Code Edition: Florida Building Code, Existing Building, 5th Edition (2014) Number of
RESIDENTIAL RE-ROOFING PERMIT APPLICATION
RESIDENTIAL RE-ROOFING PERMIT APPLICATION Effective date: October 1, 2007. Note: These requirements apply to residential structures built prior to implementation of the FBC on March 1, 2002. I. LEGAL DESCRIPTION:
Florida Building Code 6th Edition (2017) High-Velocity Hurricane Zone Uniform Permit Application Form
Are there Gas Vent Stacks? Yes No Type: Natural LPGX FBC SECTION 1524 HIGH-VELOCITY HURRICANE ZONES REQUIRED OWNER S NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section,
Uniform Mitigation Verification Inspection Form Maintain a copy of this form with the insurance policy
Inspection Date: Owner Information Owner Name: Address: Uniform Mitigation Verification Inspection Form Maintain a copy of this form with the insurance policy Contact Person: Home Phone: City: Zip: Work
NCMA TEK RESIDENTIAL DETAILS FOR HIGH WIND AREAS. TEK 5-11 Details (2003)
NCM TEK National Concrete Masonry ssociation an information series from the national authority on concrete masonry technology RESIDENTIL DETILS FOR HIGH WIND RES TEK 5-11 Details (2003) Keywords: architectural
Owner Information. Inspection Date:
Draft Proposed Near-Term Changes for OIR Review Applied Research Associates, F. Lavelle, 5/27/11 Uniform Mitigation Verification Inspection Form Maintain a copy of this form with the insurance policy Inspection
City of Pembroke Pines 601 City Center Way, Pembroke Pines, FL Tel# Fax# Cover Sheet for Permits Submitted Online
City of Pembroke Pines 601 City Center Way, Pembroke Pines, FL 33025 Tel#954-435-6502 Fax#954-435-6749 Cover Sheet for Permits Submitted Online All permits Submitted online Must include this completed
Uniform Mitigation Verification Inspection Form Maintain a copy of this form with the insurance policy
Inspection Date: Owner Information Owner Name: Address: Uniform Mitigation Verification Inspection Form Maintain a copy of this form with the insurance policy Contact Person: Home Phone: City: Zip: Work
Uniform Mitigation Verification Inspection Form Maintain a copy of this form with insurance policy
Uniform Mitigation Verification Inspection Form Maintain a copy of this form with insurance policy Inspection Date: 08/12/2011 Owner Information Owner Name: Steve Owner Contact Person: Joe Contact Address:
2012 Wood Frame Construction Manual: Wind Load Distribution on Buildings Load Paths
2012 Wood Frame Construction Manual: Wind Load Distribution on Buildings Load Paths Presented by: William L. Coulbourne, PE Copyright Materials This presentation is protected by US and International Copyright
Uniform Mitigation Verification Inspection Form Maintain a copy of this form with the insurance policy
Inspection Date: Owner Information Owner Name: Address: Uniform Mitigation Verification Inspection Form Maintain a copy of this form with the insurance policy Contact Person: City: Jupiter Zip: 33458 Work
Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy
Inspection Date: Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy Owner Information Owner Name: Contact Person: Address:
Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy
Inspection Date: Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy Owner Information Owner Name: Contact Person: Address:
Christopher North Builders, INC.
Christopher North Builders, INC. 239-825-9155 Naples, Florida 34108 chrisnorthnaples@gmail.com Inspection Date: Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation
Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy
Inspection Date: 05/24/2017 Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy Owner Information Owner Name: Banana Bay
Christopher North Builders INC
Christopher North Builders INC Naples, Florida 239-825-9155 chrisnorthnaples@gmail.com Inspection Date: Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation
Go Green Thermal Imaging, LLC P.O. Box 1523 Hobe Sound, FL Phone: GGTI (4484)
Go Green Thermal Imaging, LLC P.O. Box 1523 Hobe Sound, FL 33475 Phone: 888-984-GGTI (4484) E-mail:CPlaia@GGTISolutions.com Wind Mitigation Walt Leary 637 NE 12th Ter, Unit 7 Boynton Beach, FL 33435 September
Details 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
Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy
Inspection Date: 12/07/2018 Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy Owner Information Owner Name: The Oaks
DATE:6/18/2013 INSPECTOR: ELEVATION
DATE:6/18/2013 INSPECTOR: C ELEVATION DATE:6/18/2013 ROOF DECK ATTACHMENT ROOF TO WALL OPENING PROTECTION NA DOCUMENTS/ PERMITS, TITUSVILLE 32780 Permit #12-768 Applied: 5.14.12 Issued: 5.14.12 Final:
Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy
Inspection Date: Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy Jul 16, 2012 Owner Information Owner Name: John Miller
Part 1: Vocabulary Select the best answer and write the corresponding letter in the space provided.
Name: Date: References: Architecture: Residential Drafting and Design (Chapter 18) at http://www.g wonlinetextbooks.com/. ***Use the classroom Username and Password to access the textbook, not your personally
STEEL FRAMING INDUSTRY ASSOCIATION OBSERVATION REPORT PROTOCOL STRUCTURAL FRAMING GUIDELINES FOR THE INSPECTOR
STEEL FRAMING INDUSTRY ASSOCIATION OBSERVATION REPORT PROTOCOL STRUCTURAL FRAMING GUIDELINES FOR THE INSPECTOR 1. On site Observation Report by Recognized Engineer (PE) every year (prior to issuance of
Minimum required percentage of length of braced wall band on each storey 4
C-10 Supplementary Guidelines on Applicability and Scope Table C1 b (continued) Braced Wall Panels for High Wind or High Seismic Loads Building with normal weight construction: 0.8 kpa q 1/50 wind load
Page Roof Covering Type: Permit Application Date FBC or MDC Product Approval #
Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy Inspection Date: 1/5/2013 Owner Information Owner Name: Sinha Contact
SECTION PLATE CONNECTED WOOD TRUSSES
SECTION 06173 PLATE CONNECTED WOOD TRUSSES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Shop fabricated wood trusses for roof and floor framing. 2. Bridging, bracing, and anchorage. B. Related Sections:
GARAGES/ONE-STORY City of Grand Rapids Building Safety Division
GARAGES/ONE-STORY City of Grand Rapids Building Safety Division 218-326-7601 www.cityofgrandrapidsmn.com This handout is intended only as a guide and is based in part on the 2015 Minnesota State Building
Pulaski County, Virginia Practical Wall Bracing
Pulaski County, Virginia Practical Wall Bracing Based on the 2012 Virginia Residential Code The information herein provides guidelines for complying with the most common Practical Wall Bracing provisions
Go Green Thermal Imaging, LLC P.O. Box 1523 Hobe Sound, FL Phone: GGTI (4484)
Go Green Thermal Imaging, LLC P.O. Box 1523 Hobe Sound, FL 33475 Phone: 888-984-GGTI (4484) E-mail:CPlaia@GGTISolutions.com Wind Mitigation Richard & Andrea Freedman 182 Eagle Dr. Jupiter, FL 33477 March
Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy
Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy Inspection Date: 04/01/2015 Owner Information Owner Name: JACK AND
COMMERCIAL WINDSTORM MITIGATION INSPECTION REPORT Prepared for: Boca Vista Condominium Association, Inc th Avenue Madeira Beach, FL 33708
Insurance Appraisals Reserve Studies Wind Mitigation COMMERCIAL WINDSTORM MITIGATION INSPECTION REPORT Prepared for: Boca Vista Condominium Association, Inc. 401 150th Avenue Madeira Beach, FL 33708 As
FEMA P-593 STEP-BY STEP PRESCRIPTIVE RETROFIT FOR CRIPPLE WALL BRACING & ANCHORAGE TO FOUNDATION
INTRODUCTION Objective of provisions: The provisions of IEBC Appendix Chapter A3 are intended to reduce hazard of earthquake-induced damage (IEBC A301.1). These provisions are not intended to eliminate
BUILDING DIVISION 120 Malabar Road, S.E., Palm Bay, FL Phone: (321) Fax: (321)
BUILDING DIVISION 120 Malabar Road, S.E., Palm Bay, FL 32907 Phone: (321) 953-8924 Fax: (321) 953-8925 CUSTOMER SERVICE INFORMATION ON RESIDENTIAL PLAN REVIEW REQUIRED DOCUMENTS MUST BE SUBMITTED AT TIME
R Code and Commentary for 2012 NC Residential Code final 03/06/13
R602.10 Code and Commentary for 2012 NC Residential Code final 03/06/13 Commentary italicized and printed in red 1. Section R602.10 -- provides charging language for two simplified bracing approaches (isolated
Building Guide. olorado Chapter of the International Conference of Building Officials. Lancaster County Building Department
olorado Chapter of the International Conference of Building Officials Lancaster County Building Department Single Family Residential One Story Detached Garage How to Use this Guide Provide two sets of
RESIDENTIAL ROOFING APPLICATION & PACKET INFORMATION
C I T Y O F H O M E S T E A D D E V E L O P M E N T S E R V I C E S PERMITTING HOURS 100 CIVIC COURT 7:30 A.M. & 4:00 P.M. HOMESTEAD FLORIDA 33030 MONDAY FRIDAY T.305.224.4500 F.305.224.4539 RESIDENTIAL
Colorado Chapter of the International Conference of Building Officials. Building Guide. The Colorado Chapter of the International
Building Guide Colorado Chapter of the International Conference of Building Officials Colorado Building Chapter of the International Guide Code Council Single Family Residential One Story Detached Garage
Supplemental Plan Correction Sheet for LA Residential Code Prescriptive Design (2011 LARC)
Supplemental Plan Correction Sheet for LA Residential Code Prescriptive Design (2011 LARC) Plan Check Submittal Date: Plan Check #: Permit App.# Job Address: Applicant: Phone: ( ) P.C. Engineer: Phone:
ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings
ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings Building Safety Department 400-2 nd Street South St. Cloud, MN 56301 (320) 255-7239 A building permit is required for any accessory
Supplemental Plan Correction Sheet for LA Residential Code Prescriptive Design (2014 LARC)
Supplemental Plan Correction Sheet for LA Residential Code Prescriptive Design (2014 LARC) Plan Check Submittal Date: Plan Check #: Permit App.# Job Address: Applicant: Phone: ( ) Plan Check Engineer:
Hurricane Mitigation Supplement This form must be filled out and included with all Single Family re-roofing applications.
Hurricane Mitigation Supplement This form must be filled out and included with all Single Family re-roofing applications Address: Permit For the purpose of this document sections cited are from the manual
CHAPTER 3 BUILDINGS WITH WOOD FRAMED EXTERIOR WALLS 301 SCOPE
CHAPTER 3 BUILDINGS WITH WOOD FRAMED EXTERIOR WALLS WOOD CHAPTER 3 301 SCOPE This chapter prescribes construction requirements for buildings where all exterior walls above the foundation are wood framed
STRUCTURAL ISSUES IN RESIDENTIAL CONSTRUCTION. Presented by: Susan L. Lasecki P.E., S.E.
STRUCTURAL ISSUES IN RESIDENTIAL CONSTRUCTION Presented by: Susan L. Lasecki P.E., S.E. Presentation Outline Gravity Design Load Paths from Roof to Foundation Roof Framing Floor Framing Wall Framing Lateral
Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy Inspection Date:
Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation provided with the insurance policy Inspection Date: 4/11/2017 Owner Information Owner Name: Plaza De Flores
Hurricane- Resistance. designations: WHY FORTIFIED? DESIGNATION PROCESS
Hurricane- Resistance Designation The goal of the FORTIFIED for Existing Homes program is to strengthen your home against specific regional natural hazards through a retrofitting process. Depending on
1. Asphalt / Fiberglass Shingle / / 2. Concrete / Clay Tile 05_/_01 /_ Metal / / 4. Built Up / / 5. Membrane / / 6.
Uniform Mitigation Verification Inspection Form Maintain a copy of this form and any documentation with the insurance policy Inspection Date: 14-Aug-14 Owner Information Owner Name: Contact Person: Brett
1 AND 2 FAMILY DWELLING REQUIREMENTS
PLAN REQUIREMENTS: 1 AND 2 FAMILY DWELLING REQUIREMENTS All residential plans including additions and attached garages shall be designed to the current edition of the International Residential Code. Plans
Task Force on Long-Term Solutions For Florida s s Hurricane Insurance Market
Task Force on Long-Term Solutions For Florida s s Hurricane Insurance Market Blueprint for Safety Program and The Florida Building Code William H. York, W. H. York Consulting, Inc. William H. York President,
The Loss Mitigation Grant Program Grants for Home Retrofits using Wind Resistive Devices Saturday June 2, 2007
The Loss Mitigation Grant Program Grants for Home Retrofits using Wind Resistive Devices Saturday June 2, 2007 OUTLINE Introduction to the Loss Mitigation Grant Program Hurricane Probabilities in Hawaii
BACKGROUND While many factors can contribute to an installation failure, we believe. by Frank Woeste, P. E. and Peter A. Nielsen
by Frank Woeste, P. E. and Peter A. Nielsen INTRODUCTION The 2003-2004 Tile Council of America s (TCA) Handbook for Ceramic Tile Installation contains numerous details for a double layer wood floor system
Why FORTIFIED? Tier 1: FORTIFIED Bronze. FORTIFIED Silver. Tier 2: FORTIFIED Gold
The goal of the FORTIFIED for Existing Homes program is to strengthen your home against specific regional natural hazards through a retrofitting process. Depending on the natural hazard, the program may
ROOF MITIGATION STRUCTURE EVALUATION FORM. For Single Family Residential Re-Roof Effective October 1, 2007 (Revised February 2, 2018)
ROOF MITIGATION STRUCTURE EVALUATION FORM For Single Family Residential Re-Roof Effective October 1, 2007 (Revised February 2, 2018) Check One Value of home does not exceed $300,000 based on insured value
PRODUCT: Structural Insulated Panels (SIP) DIVISION: Wood and Plastics (06) SECTION: Structural Panels ( )
PRODUCT: Structural Insulated Panels (SIP) DIVISION: Wood and Plastics (06) SECTION: Structural Panels (06 12 16) Report Holder General Panel Corporation PO Box 279 2604 Sunset Drive Grenada, Mississippi
COFS Mission. AISI Standards Hierarchy. North American Standards for Cold-Formed Steel Framing. Member versus System Design. Specification 10/21/2016
COFS Mission North American Standards for Cold-Formed Steel Framing Roger LaBoube, Ph.D., P.E. Curators Distinguished Teaching Professor Emeritus Director, Wei-Wen Yu Center for Cold-Formed Steel Structures
Mandatory Wood Frame Soft-story Retrofit Program PERMITTING AND INSPECTION PROCESS GUIDELINES
INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LAMC Division 93 Effective: 11/22/2015 DOCUMENT NO.: P/BC 2017-136 Revised: 1/11/2017 Previously Issued As: N/A Mandatory Wood Frame Soft-story
2003 International Residential Building Code
2003 International Residential Building Code Section R305 Ceiling Height Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less
Construction Concerns: Steel Truss Double Roof Article by Gregory Havel
Construction Concerns: Steel Truss Double Roof Article by Gregory Havel October 21, 2013 During the past several years, a number of articles have appeared on fire service Web sites and in fire service
WOOD I-JOIST AWARENESS GUIDE
WOOD I-JOIST AWARENESS GUIDE American Wood Council Flange Web Flange American Forest & Paper Association WOOD I-JOIST AWARENESS GUIDE The American Wood Council is part of the wood products group of the
SECTION 1524 (FLORIDA BUILDING CODE) HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
SECTION 1524 (FLORIDA BUILDING CODE) HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope: As it pertains to this section, it is the responsibility of the
APPENDIX A1 WIND AND SEISMIC BRACING GUIDELINE FOR ONE AND TWO FAMILY DWELLINGS AND TOWNHOUSES
ST. LOUIS COUNTY DEPARTMENT OF PUBLIC WORKS DIVISION OF CODE ENFORCEMENT APPENDIX A1 WIND AND SEISMIC BRACING GUIDELINE FOR ONE AND TWO FAMILY DWELLINGS AND TOWNHOUSES Lateral Loads All buildings are subject
Building Division Informational Handout
CITY OF SAN JOSÉ, CALIFORNIA Building Division Informational Handout Conventional Light Frame Construction Design Provisions 2007 CBC Handout No. 2-21 Published: 1/1/08 Page 1 of 3 This document summarizes
Construction Management Program
Construction Management Program California State University, Sacramento CM 140 Structures II Timber and Formwork Design Course Syllabus Spring 2009 Instructor: Professor Mikael Anderson, PE Lecture 1:30
COMMERCIAL WINDSTORM MITIGATION INSPECTION REPORT. Long Bayou Condominium Association, Inc.
Insurance Appraisals Reserve Studies Wind Mitigation COMMERCIAL WINDSTORM MITIGATION INSPECTION REPORT Prepared for: Long Bayou Condominium Association, Inc. As of 4/10/2017 This report contains windstorm
MAT109: Introduction to the Wood Frame Construction Manual
MAT109: Introduction to the Wood Frame Construction Manual One of the documents published by AF&PA is the Wood Frame Construction Manual for One- & Two-Family Dwellings. The WFCM is referenced in the IRC
Stone and Masonry Veneer
Stone and Masonry Veneer R703.7 Stone and masonry veneer, general. Stone and masonry veneer shall be installed in accordance with this chapter, Table R703.4 and Figure R703.7. These veneers installed over
Virginia Existing Building Code
2015 Virginia Existing Building Code 2015 Virginia Existing Building Code First Printing: September 2018 ISBN: 978-1-60983-852-2 COPYRIGHT 2018 by INTERNATIONAL CODE COUNCIL, INC. ALL RIGHTS RESERVED.
Wood Truss Restraint and Bracing Guide
BUILDERS Wood Truss Restraint and Bracing Guide Using Simpson Strong Tie Products To Meet the Recommendations of the Building Component Safety Information (BCSI) Guide (800) 999-099 www.strongtie.com Wood
Garage/Accessory Structures
Garage/Accessory Structures City of New Prague Building Inspections Department 118 Central Ave N New Prague, MN 56071 (952) 758-4401 Fax (952) 758-1149 Requirements for submitted Building Plans Signed
Keri M. Rayborn Silver Rayborn Consultants P.O. Box 1565 Tallahassee, FL P F
To: Subject: Cindy Walden RE: To Be Read Into the Record: Notice of Propose Rule Development regarding 690-170.0155 (OIR-B1-1802 "Uniform Mitigation Verification Inspection Form" From: Keri Rayborn [mailto:krayborn@earthlink.net]
SECTION PRE-ENGINEERED COLD-FORMED METAL ROOF AND FLOOR TRUSSES
SECTION 05440- PRE-ENGINEERED COLD-FORMED METAL ROOF AND FLOOR TRUSSES PART 1 GENERAL 1.01 SUMMARY A. Section includes pre-engineered, pre-fabricated cold formed steel framing elements. Work includes:
Code Compliance Research Report CCRR 0241
Code Compliance Research Report CCRR 0241 Issue Date: 07 27 2017 Renewal Date: 07 18 2018 DIVISION: 07 00 00 THERMAL AND MOISTURE Section: 07 40 46 Plastic Siding THE TAPCO GROUP 200 SHOTWELL DRIVE FRANKLIN,
DIVISION: THERMAL AND MOISTURE PROTECTION SECTION: SIDING REPORT HOLDER: SHAKERTOWN 1992, INC.
0 Most Widely Accepted and Trusted ICC ES Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2386 Reissued 04/2016 This report is subject to renewal 04/2018. DIVISION: 07 00 00 THERMAL
A Simple Solution for Meeting
A Simple Solution for Meeting Narrow Wall Bracing Requirements AND BUILDING A STRONGER, SAFER HOME. APA s Narrow Wall Bracing Method, combined with walls that are fully sheathed with plywood or OSB, helps
Uniform Mitigation Verification Inspection Form Maintain a copy of this form with the insurance policy
Uniform Mitigation Verification Inspection Form Maintain a copy of this form with the insurance policy Inspection Date: Owner Information Owner Name: Address: Contact Person: Home Phone: City: Zip: Work
Page 1 of 21
www.garyklinka.com Page 1 of 21 UDC Wall Bracing Provisions quiz Instructions 1. Print these pages. Fee $30 2. Answer the Simple questions that follow mini sections of the code language. 3. Circle the
INSULATION RETROFIT DESIGN ENERGY SOLUTIONS CENTRE YUKON GOVERNMENT
INSULATION RETROFIT DESIGN ENERGY SOLUTIONS CENTRE YUKON GOVERNMENT MAY 2009 prepared by N. A. JACOBSEN, P.Eng. CIVIL ENGINEERING CONSULTANT Whitehorse, Yukon ENERGY SOLUTIONS CENTRE YUKON GOVERNMENT MAY
Structural Training - Part 1:
Structural Training - Part 1: Structural Training Residential Wood-Framed Construction Presented by: City of Santa Clarita Building & Safety Division February, 2014 The information provided in this presentation
research report Cold-Formed Steel Gable End Wall Design Using the Prescriptive Method for One and Two Family Dwellings RESEARCH REPORT RP05-2
research report Cold-Formed Steel Gable End Wall Design Using the Prescriptive Method for One and Two Family Dwellings RESEARCH REPORT RP05-005 REVISION 006 American Iron and Steel Institute Cold-Formed
Open-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.
Open-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.
Open-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.
September 22, Applied Research Associates, Inc Six Forks Road, Suite 600 (919)
Uniform Mitigation Verification Inspection Form: Issues and Recommendations September 22, 2010 Applied Research Associates, Inc. 8537 Six Forks Road, Suite 600 Raleigh, NC 27615 (919) 582-3350 Key Points
Wood Shear Wall Design Examples For Wind
Wood Design Examples For Wind EARN 0.1 ICC Continuing Education Unit (CEU) and/or AIA/CES HSW 1 Learning Unit (LU) DES413-A Wood Design Examples for Wind Description: In this article, a wood frame shear
CITY OF COOPER CITY BUILDING DEPARTMENT
SITE WORK PERMITS CONTACT COOPER CITY UTILITIES DEPARTMENT 11791 SW 49 Street Cooper City, FL 33330 (954) 434-5519 BROWARD COUNTY IMPACT FEES (Provide a copy of Receipt) CONTRIBUTION IN AID OF CONSTRUCTION
SPECIALTY STRUCTURE CONTRACTORS GENERAL TRADE KNOWLEDGE EXAMINATION CONTENT INFORMATION
The General Trade Knowledge portion of the examination is administered daily in Computer Based Testing (CBT) format. It will consist of 80 equally weighted questions. The examination will have questions
Do Kim & Associates, LLC Consulting Structural Engineers
Do Kim & Associates, LLC Consulting Structural Engineers Mr. Steve Korducki President & CEO Sunshine State Insurance Co. 475 West Town Place, Suite 210 St. Augustine, FL 32092 June 10, 2011 RE: Review
RE: Notice of Propose Rule Development regarding (OIR-B "Uniform Mitigation Verification Inspection Form"
Cindy Walden Government Analyst I Office of Insurance Regulation Property & Casualty Product Review (850) 413-2616 (Phone) (850) 922-3865 (Fax) Cindy.Walden@floir.com September 20, 2011 RE: Notice of Propose
HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2014 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS
DIVISION: FINISHES SECTION: GYPSUM BOARD REPORT HOLDER: PANEL REY, S.A.
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3831 Reissued 12/2017 This report is subject to renewal 12/2018. SECTION: 09 29 00
CBUCK Engineering. Florida Product Approval # FL R2
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager:
STATE OF NEW HAMPSHIRE DEPARTMENT OF NATURAL AND CULTURAL RESOURCES DIVISION OF PARKS AND RECREATION SKI PATROL HUT PROJECT #: CAP 1804
STATE OF NEW HAMPSHIRE DEPARTMENT OF NATURAL AND CULTURAL RESOURCES DIVISION OF PARKS AND RECREATION PROJECT #: CAP 1804 FRANCONIA NOTCH STATE PARK FRANCONIA, NEW HAMPSHIRE BID SET 8/4/2017 DRAWING LIST:
TYPICAL BEARING WALL FRAMING
BASIC WOOD FRAMING City of Grand Rapids Building Safety Division 218-326-7601 www.grandrapidsmn.org This handout is intended only as a guide and is based in part on the 2007 Minnesota State Building Code,
Residential Building Inspections
Residential Building Inspections Foundations, Grade Beams, Pile Caps, Foundation Pads 1. All trenches or excavations and formwork shall be in accordance with the size(s) and configuration(s) as per approved
CBUCK Engineering. Florida Product Approval # FL R2
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager:
Wall bracing panel requirements
Wall bracing panel requirements Building Inspections Exterior and interior walls must be braced in accordance with Minnesota State Building Code section R602 to resist wind loads and racking. Locations,
Chapter 32 - Garage. June 2015 Garages 32-1
Chapter 32 - Garage Contents Chapter 32 - Garage... 32-1 Foundation... 32-3 Walls... 32-3 Roof Framing... 32-4 Roofing... 32-4 Exterior Dow Board... 32-5 Doors... 32-5 Siding... 32-5 Gutters... 32-6 Painting...
CONSTRUCTION IMPORTANT TERMS AND FACTS CHAPTER 15
CONSTRUCTION IMPORTANT TERMS AND FACTS CHAPTER 15 Copyright 2004 CONSTRUCTION The following are twenty key construction components and basic facts that are to be considered high priority. Please refer
RESPONSIBILITIES IN THE DESIGN PROCESS INVOLVING METAL PLATE CONNECTED WOOD TRUSSES
CHAPTER 2 RESPONSIBILITIES IN THE DESIGN PROCESS INVOLVING METAL PLATE CONNECTED WOOD TRUSSES 2.1 PURPOSE The purpose of this chapter is as follows: 2.1.1 To define and draw attention to the typical duties
CITIZENS PROPERTY INSURANCE CORPORATION
CITIZENS PROPERTY INSURANCE CORPORATION BUILDING TYPE II AND III MITIGATION VERIFICATION AFFIDAVIT This affidavit must be completed to capture mitigation features applicable to a Type II (4 to 6 story)
SCREEN PORCHES 101 DEVELOPMENT RESOURCES, INC Permit Requirements
SCREEN PORCHES 101 DEVELOPMENT RESOURCES, INC. 320-226.5189 www.101developmentresources.com While every attempt has been made to insure the correctness of this handout, no guarantees are made to its accuracy