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دسته بندی: فن آوری ویرایش: 2 نویسندگان: Stephen E. Petty سری: ISBN (شابک) : 036775813X, 9780367758134 ناشر: CRC Press سال نشر: 2021 تعداد صفحات: 791 زبان: English فرمت فایل : PDF (درصورت درخواست کاربر به PDF، EPUB یا AZW3 تبدیل می شود) حجم فایل: 155 مگابایت
در صورت تبدیل فایل کتاب Forensic Engineering: Damage Assessments for Residential and Commercial Structures به فرمت های PDF، EPUB، AZW3، MOBI و یا DJVU می توانید به پشتیبان اطلاع دهید تا فایل مورد نظر را تبدیل نمایند.
توجه داشته باشید کتاب مهندسی قانونی: ارزیابی خسارت برای سازه های مسکونی و تجاری نسخه زبان اصلی می باشد و کتاب ترجمه شده به فارسی نمی باشد. وبسایت اینترنشنال لایبرری ارائه دهنده کتاب های زبان اصلی می باشد و هیچ گونه کتاب ترجمه شده یا نوشته شده به فارسی را ارائه نمی دهد.
ویرایش شده توسط یک متخصص صنعت با بیش از 40 سال تجربه و مشارکت کنندگان با بیش از 100 سال تجربه در این زمینه، این کتاب جنبه های فنی مهندسی و اصول علمی را در نظر گرفته و کاربرد دارد. آنها را به مسائل دنیای واقعی به شیوه ای غیر فنی می پردازند. این کتاب تجربیات، روشهای تحقیق و پروتکلهای تحقیق مورد استفاده و برگرفته از هزاران تحقیق مهندسی پزشکی قانونی را در اختیار خوانندگان قرار میدهد.
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این کتاب روشهای اثباتشده مبتنی بر بیش از 10000 تحقیق میدانی را شرح میدهد که در آن استراتژیهای مرتبط میتوانند عملاً توسط هر دو حرفهای مورد استفاده قرار گیرند و قدردانی شوند. و افراد غیر روحانی به طور یکسان.
Serving as a comprehensive resource that builds a bridge between engineering disciplines and the building sciences and trades, Forensic Engineering: Damage Assessments for Residential and Commercial Structures, Second Edition provides an extensive look into the world of forensic engineering. Focusing on investigations associated with insurance industry claims, the book describes methodologies for performing insurance-related investigations, including the causation and origin of damage to residential and commercial structures and/or unhealthy interior environments and adverse effects on the occupants of these structures.
Edited by an industry expert with more than 40 years of experience and contributors with more than 100 years of experience in the field, the book takes the technical aspects of engineering and scientific principles and applies them to real-world issues in a nontechnical manner. The book provides readers with the experiences, investigation methodologies, and investigation protocols used in and derived from thousands of forensic engineering investigations.
FEATURES
This book details proven methodologies based on over 10,000 field investigations in which the related strategies can be practically applied and appreciated by both professionals and laymen alike.
Cover Half Title Title Page Copyright Page About the International Code Council Dedication Table of Contents Preface to the Second Edition Acknowledgments Editor Contributors Chapter 1 Introduction 1.1 Definition of Forensic Engineering/Sciences 1.2 Why Forensic Engineering/Sciences 1.3 Insurance Industry Claims Statistics 1.4 Standard Methodology for Forensic Inspections 1.4.1 Pre-Inspection File Preparation 1.4.1.1 Gathering Information and Allocating Resources 1.4.1.2 Inspection Equipment and Preparation 1.4.2 Basic Site Inspection Methodology 1.4.2.1 Basic Methodology – Site Arrival Best Practice 1.4.2.2 Basic Methodology – Property Owner/Point of Contact Interview 1.4.2.3 Basic Methodology – Interior Inspection 1.4.2.4 Basic Methodology – Exterior (Non-Roof) Inspection 1.4.2.5 Basic Methodology – Roof Inspection 1.4.2.6 Basic Methodology – Collection of Evidence 1.5 Written Inspection Reports – Why Necessary and Standard Components 1.5.1 Need for a Written Inspection Report 1.5.2 Basic Methodology – Elements of a Written Inspection Report 1.5.2.1 Title Page, Cause for Claim/Inspection, and Scope of Work 1.5.2.2 Documentation of Information Obtained During the Interview 1.5.2.3 Review of Structure Information and Applicable Data 1.5.2.4 Review of Weather Data (If Pertinent) 1.5.2.5 Summarization of Inspection Observations 1.5.2.6 Discussion Section Including Pertinent Analysis 1.5.2.7 Conclusions 1.5.2.8 Recommendations 1.5.2.9 Appendices 1.6 Terminology – Use of the Terms “Not Possible,” “Possible,” “Probable,” “Likely,” and “Certain” References Chapter 2 Hail Fundamentals and General Hail-Strike Damage Assessment Methodology 2.1 Introduction 2.2 Hailstone Formation and Characteristics 2.2.1 Hailstone Formation 2.2.2 Hailstone Characteristics 2.2.3 Size and Shapes of Hailstones 2.3 Hailstorm Characteristics 2.3.1 Distribution of Hailstones in a Hail Swath 2.3.2 Random Fall Patterns of Hailstones 2.3.3 Hailstorm Directionality and Determining Fall Patterns 2.4 Hail–Strike Damage Assessment Fundamentals 2.4.1 Physics Lesson – Basics of Energy Transfer and Coefficient of Restitution 2.4.2 Material Impact Resistance 2.4.3 Damage Classification: Functional or Cosmetic? 2.4.4 Hailstone Size Thresholds for Functional Damage to Roofing Materials 2.4.5 Conditions Leading to Increased Likelihood of Functional Damage to Roofing Materials 2.4.5.1 Hailstone Directionality, Angle of Impact, and Perpendicularity 2.4.5.2 Hailstone Density/Hardness 2.4.5.3 Conditions Decreasing the Impact Resistance of Materials 2.4.6 Determining Hail Size: Correlation between Size of Dents in Metal versus Size of Hail 2.4.6.1 Ice Ball Impact Studies of Metal Surfaces to Determine Dent Multiplier 2.4.6.2 Hailstone Impact Dents in Metal – How to Measure Dent Diameters 2.4.6.3 Summary of Using Hail-Strike Dents to Estimate Maximum Hailstone Size 2.5 Hail Damage Inspection Methodology/Protocol 2.5.1 Obtain Pertinent Information from the Property Owner, Occupant, or Representative through an Interview Prior to Inspection 2.5.1.1 General Building Information 2.5.1.2 Roof Information 2.5.1.3 Storm History Information 2.5.2 Create or Obtain a Basic Plan-View Sketch of the Roof 2.5.3 Take Broad-View Photographs of Each Exterior Elevation of the Structure 2.5.4 Conduct a Systematic Inspection of the Exterior Building Envelope and Document any Damages 2.5.4.1 Mechanical Damage to Exterior Building Envelope Components 2.5.4.2 Common Exterior Damage Claims – Air-Conditioning (HVAC) Units 2.5.4.3 Common Exterior Damage Claims – Windows and Seal Failures 2.5.4.4 Common Exterior Claims – Potential Potential for Hail-Strike Damaged Masonry and Concrete Surfaces 2.5.5 Conduct a Systematic Inspection of the Roof Surfaces and Appurtenances 2.5.5.1 Safety 2.5.5.2 Roof Construction at Eave or Access Point 2.5.5.3 Roof Measurements 2.5.5.4 Inspection of Metal Surfaces and Roof Appurtenances for Hail-Caused Damages 2.5.5.5 Inspection for Hail-Caused Functional Damage to the Roofing Material 2.5.5.6 General Observations on the Overall Condition of the Roof Surfaces 2.6 Methods to Determine Relative Dates of Hailstorms 2.7 Hail Damage Inspection Report References Chapter 3 Hail Damage Assessments for Residential and Light Commercial Exterior Finished Surfaces and Steep-Slope Roof Systems 3.1 Introduction 3.1.1 Need for Hail Damage Inspections for the Residential and Light Commercial Market 3.2 Common Exterior Building Envelope Components Damaged by Hailstone Strikes 3.3 Common Metal Surfaces and Roof Appurtenances with Hail-Caused Damages 3.4 Detailed Inspection Methodologies for Different Roof Finishes 3.4.1 Asphalt Roof Systems/Shingles 3.4.1.1 Functional Damage Condition #1: Ruptured Shingle Reinforcement 3.4.1.2 Functional Damage Condition #2: Significant Granular Loss Exposing the Underlying Asphalt 3.4.1.3 Correlation of Hail Damage to Asphalt Shingles to Hail Size, Pitch of Roof, and Directions of Roof Slopes Relative to an Oncoming Hailstorm 3.4.1.4 Non-Hail-Strike Damage to Asphalt Shingle Roof Surfaces 3.4.2 Roll Roofing Roof Systems 3.4.3 Wood Shake and Shingle Systems 3.4.3.1 Definitions and Guidelines 3.4.3.2 Inspection for Functional Hail-Strike Damage to Wood Roof Surfaces 3.4.3.3 Importance of Care and Maintenance 3.4.3.4 Repairing Wood Roof Surfaces 3.4.4 Slate, Clay, Concrete, and Asbestos Tile Roof Systems 3.4.4.1 Tile Roof System Inspection Methodology, Definitions, and Guidelines 3.4.4.2 Tile Roof System – Examples of Non-Hail Damage 3.4.4.3 Repairing Tile Roofs 3.5 Useful Experience and Rules of Thumb for Hail-Strike Damage to Residential and Light Commercial Roof Systems References Chapter 4 Hail Damage Assessments to Low-Sloped Roof Systems 4.1 Introduction 4.2 Descriptions of Low-Sloped Roof Systems 4.3 Built-up (BUR) Roof Systems 4.3.1 Description 4.3.2 BUR Roof Surface Life and Commonly Encountered Defects 4.3.3 BUR – Thresholds for Hail-Strike Damage 4.3.4 BUR – Inspection Case Studies 4.3.4.1 Small Hailstones to a Smooth-Surfaced BUR 4.3.4.2 Large Hailstones to a Smooth-Surfaced BUR 4.3.4.3 Old Hailstone Damage to a Smooth-Surfaced BUR 4.4 Modified Bitumen (Mod-Bit) Roof Systems 4.4.1 Description 4.4.2 Mod-Bit Membrane Roof Life and Commonly Encountered Surface Defects 4.4.3 Mod-Bit – Thresholds for Hail-Strike Damage 4.4.4 Mod-Bit – Inspection Case Studies 4.4.4.1 Small Hail to Reflective-Coated Mod-Bit Membrane 4.4.4.2 Large Hail to Gravel-Surfaced Membrane 4.4.4.3 Large Hail to Smooth-Surfaced Reflective-Coated Mod-Bit 4.5 Ethylene Propylene Diene Monomer (EPDM) Roof Systems 4.5.1 Description 4.5.2 EPDM Membrane Roof Life and Commonly Encountered Surface Defects 4.5.3 EPDM – Thresholds for Hail-Strike Damage 4.5.4 EPDM – Thresholds Case Studies 4.6 Thermoplastic Roof Systems 4.6.1 Description 4.6.2 Thermoplastic Membrane Roof Life and Commonly Encountered Surface Defects 4.6.3 Thermoplastic Membrane Roof Surfaces – Thresholds for Hail-Strike Damage 4.6.4 Thermoplastic – Inspection Case Studies 4.6.4.1 Hail-Strike Damage to Aged PVC Membrane 4.6.4.2 Hail-Strike Damage to Newer PVC Membrane 4.7 Metal Roof Systems 4.7.1 Description 4.7.2 Metal Roof System Life and Commonly Encountered Surface Defects 4.7.3 Modern Metal Panel Roof Systems – Thresholds for Hail-Strike Damage 4.7.4 Modern Metal Panel Roof System – Inspection Case Study 4.7.4.1 Hail-Strike Damage to Metal Roof on a Warehouse Building 4.8 Sprayed Polyurethane Foam (SPF) Roof Systems 4.8.1 Description 4.8.2 SPF Roof Surface Life and Commonly Encountered Defects 4.8.3 SPF Roof Finishes – Thresholds for Hail-Strike Damage 4.8.4 SPF – Inspection Case Studies 4.8.4.1 Hail-Strike Damage to SPF Roof – No Reported Roof Leaks 4.8.4.2 Hail-Strike Damage to SPF Roof – Reported Roof Leaks References Chapter 5 Synthetic Storm Damage (Fraud) to Roof Surfaces 5.1 Introduction 5.2 Recognition and Evaluation of Possible Hail Damage Fraud to Asphalt-Shingled Roof Surfaces 5.2.1 Introduction to Hail Damage Fraud to Asphalt-Shingled Roof Surfaces 5.2.2 Characteristics of Fraudulent Hail Damage to Asphalt-Shingled Roof Surfaces 5.2.2.1 Damage Is Concentrated in, or Limited to, Easily Accessible Roof Areas 5.2.2.2 Unusual Damage Patterns 5.2.2.3 Storm Event(s) Either Not Present in the Area or Size of Hail Not Consistent with Hail-Stone Sizes from Known Storm Events 5.2.2.4 Presence or Size of Simulated Hail Defects 5.3 Characteristics of Fraud (Man-Made) Hail Damage to Other Roof Surfaces 5.4 Characteristics of Fraud (Man-Made) Hail Damage to Exterior Building Envelope Components 5.5 Recognition and Evaluation of Possible Wind Damage Fraud to Asphalt-Shingled Roof Surfaces 5.5.1 Introduction to Wind Damage Fraud to Asphalt-Shingled Roof Surfaces 5.5.1.1 Lack of a Severe Storm Event Associated with the Reported Date of Loss 5.5.1.2 Unusual Patterning of Damaged Shingles 5.5.1.3 Excessive Use of Tarps 5.5.2 Example Fraud Wind Damage – Asphalt Roof – Reporting Information References Chapter 6 Wind Damage Assessments for Residential and Light Commercial Roofing Systems and Finished Surfaces 6.1 Introduction 6.1.1 Wind Basics 6.1.2 Wind-Associated Failure Modes 6.1.2.1 Design Wind Speeds 6.1.2.2 Factors Contributing to the Resistance of Wind Uplift or Blow-Off 6.1.2.3 Age of the Roof System and Components 6.2 Wind Failure Forensic Investigations – Overview of Methodology 6.2.1 Wind Damage Inspection Methodology 6.2.1.1 Wind Damage Inspection Methodology – On-Site Interview 6.2.1.2 Wind Damage Inspection Methodology – Create or Obtain Plan View Sketch of Roof 6.2.1.3 Wind Damage Inspection Methodology – Complete Exterior Inspection(s) 6.2.1.4 Wind Damage Inspection Methodology – Complete Roof Inspection 6.2.1.5 Wind Damage Inspection Methodology – Inspection Report References Chapter 7 Wind Damage Assessments for Low-Sloped Roof Systems 7.1 Introduction 7.2 Wind Forces 7.2.1 Wind Pressure Interaction on Buildings 7.2.2 Design Wind Speeds 7.2.3 Calculating Wind Uplift Pressures 7.3 Low-Sloped Roof System Failure Modes 7.3.1 Low-Slope Installation Methods and Overview of Failure Causes 7.3.2 Types and Typical Causes of Failure for Low-Sloped Roof Systems 7.4 Installation Practices for Proper Securement of Low-Sloped Roof Systems 7.4.1 Perimeter Flashing and Attachments for Low-Sloped Roof Systems 7.4.1.1 Perimeter Nailers 7.4.1.2 Perimeter Fascia, Gravel Stops, and Copings 7.4.2 Roof Deck and Above-Deck Components for Low-Sloped Roof Systems 7.4.2.1 Roof Insulation for Low-Sloped Roof Systems 7.4.2.2 Roof Membrane Attachment 7.5 Low-Sloped Roof System Inspection Methodology 7.5.1 Visual Inspection of Low-Sloped Roof Surfaces 7.5.2 Destructive Testing of Low-Sloped Roof Surfaces 7.5.3 Uplift Testing of Low-Sloped Roof Surfaces 7.5.3.1 Negative Pressure Test – Low-Sloped Roof System Surfaces 7.5.3.2 Bonded Uplift Test – Low-Slope Roof System Surfaces 7.6 Wind Damage Case Studies 7.6.1 Blown-Off TPO Membrane 7.6.2 Missing Ballast on EPDM Membrane Roof 7.6.3 Newer BUR Membrane over Older BUR Membrane 7.6.4 Insufficient Adhesive for Fully Adhered EPDM Membrane 7.6.5 Improperly Secured EPDM Membrane Seams 7.6.6 Improper Edge Details for EPDM Membrane 7.6.7 Rotted Purlins Supporting a Metal Panel Roof System 7.6.8 Older Mechanically Attached EPDM Membrane 7.6.9 Ballooned Fully Adhered EPDM 7.6.10 TPO Membrane Covering an Aquatic Complex 7.6.11 Insulation Facer Board Delamination 7.6.12 Unlocked Standing Seam Metal Panels References Chapter 8 Water Infiltration – Cause and Origin Assessments Steep- and Low-Sloped Roof Systems 8.1 Introduction 8.2 Common Leak Areas Associated with Roof Systems 8.2.1 Applications for Steep-Sloped Roof Systems 8.2.1.1 Underlayment and Ice Damming Protection 8.2.1.2 Eave and Rake Details 8.2.1.3 Gutters and Roof Drainage 8.2.1.4 Valleys (i.e., Open, Closed-Cut, Closed-Woven) 8.2.1.5 Valley Deficiencies 8.2.1.6 Vertical Walls and Chimneys 8.2.1.7 Roof Penetrations/Appurtenances 8.2.2 Low-Slope Applications 8.2.2.1 Roof Drainage 8.2.2.2 Flashing 8.2.2.3 Care and Maintenance to Low-Sloped Roofing Systems 8.3 Methodology for Water Cause and Origin Inspections 8.3.1 Interview with the Property Owner(s) and/or Owner’s Representative 8.3.1.1 Home/Building Information 8.3.1.2 Roof Information 8.3.1.3 Water Intrusion History 8.3.2 Interior Inspection 8.3.2.1 Plan View Sketch and Measurements of Interior 8.3.2.2 Interior Observations (by Floor and Room) 8.3.2.3 Attic Space Observations 8.3.3 Exterior and Roof System Inspection 8.3.3.1 Exterior Walk-Around 8.3.3.2 Roof System Assessment 8.3.3.3 Diagnostic Tools and Testing Methods 8.4 Water Causation and Origin Inspection Report References Chapter 9 Water Infiltration – Cause and Origin Assessments Exterior Residential and Light Commercial Building Envelope 9.1 Introduction 9.2 Moisture Control Design Considerations 9.2.1 Wall Moisture Sources and Transport Mechanisms 9.2.2 Importance of Moisture Content Control for Wood and Other Products 9.2.3 Principles in Water Management 9.2.3.1 Deflection 9.2.3.2 Drainage 9.2.3.3 Drying 9.2.3.4 Durability 9.2.4 Secondary Details in Water Management 9.3 General Water Management Details for Common Exterior Finishes 9.3.1 Stucco 9.3.2 Brick and Stone Masonry Veneer 9.3.2.1 Through-Wall Flashing 9.3.2.2 Weeps 9.3.2.3 Air Space/Drainage Cavity 9.3.2.4 Common Deficiencies with Brick Veneer Contributing to Water Infiltration 9.3.2.5 Deficiencies with Stone Veneer Contributing to Water Infiltration 9.3.3 Exterior Insulation Finish Systems (EIFS) 9.3.3.1 Historic Problems with EIFS 9.3.3.2 EIFS Water Management Details 9.3.4 Siding 9.3.4.1 Siding Water Management Details 9.4 Water Management Details for Common Fenestration Elements 9.4.1 Windows and Doors 9.4.1.1 Codes and Standards for Windows and Doors 9.4.1.2 Window and Door Water Management Details 9.4.1.3 Window and Door Leak Case Studies 9.4.2 Common Wall Penetrations 9.5 Inspection Methodology for Exterior Water Cause and Origin Investigations 9.5.1 Interview with Owner/Points of Contact 9.5.2 Interior Inspection 9.5.3 Exterior Inspection 9.6 Exterior Finishes Water Causation and Origin Inspection Report References Chapter 10 Water Infiltration into Basements 10.1 Introduction 10.2 Review of Causes for Water Intrusion and Water Damage to Basement Surfaces 10.2.1 Drainage 10.2.1.1 Surface Drainage 10.2.1.2 Roof Drainage 10.2.1.3 Foundation Drainage 10.2.2 Sump Pumps 10.2.3 Water Supply Line and Sanitary Line Breaks or Leaks 10.2.4 Sanitary Line Backups 10.2.5 Exterior Wall Surface Water Management Issues 10.2.5.1 Porch or Deck Interfaces 10.2.5.2 Windows and Walls 10.2.6 Condensation 10.3 Methodology for Basement Water Causation and Origin Forensic Inspections 10.3.1 Interior Inspection 10.3.2 Exterior Inspection 10.4 Methodology for Basement Water Causation and Origin Forensic Inspection Reports References Chapter 11 Indoor Environmental Quality 11.1 Introduction 11.2 IEQ 11.3 IAQ 11.4 Application of IAQ to Forensic Investigations and Lessons from Field Investigations 11.4.1 Temperature and Humidity – Range of Values for Human Comfort 11.4.1.1 Revised ASHRAE Standard (55-2004) 11.4.1.2 ASHRAE Standard (55-1992) 11.4.2 Carbon Monoxide (CO) 11.4.3 Carbon Dioxide (CO[sub(2)]) 11.4.4 Indoor Humidity 11.4.4.1 Relative Humidity (RH) 11.4.4.2 Specific Humidity (SH) 11.4.4.3 Dew Point (DP) 11.4.4.4 Volatile Organic Hydrocarbons (VOCs) 11.5 Use of the Term “Adequate Ventilation” 11.6 Air Cleaning Technologies 11.7 Lessons from the Field References Chapter 12 Attic and Crawlspace Ventilation 12.1 Introduction 12.2 Attic Ventilation 12.2.1 Attic Ventilation Requirements 12.2.2 Concept of Net Free Area (NFA) or Net Free Vent Area (NFVA) 12.2.3 Example Attic Ventilation NFVA Calculation 12.2.3.1 Example Attic Ventilation (NFVA) Calculation – Attic Area and Required NFVA 12.2.3.2 Example Attic Ventilation (NFVA) Calculation – Actual Intake Ventilation vs Required Intake Ventilation 12.2.3.3 Example Attic Ventilation (NFVA) Calculation – Actual Exhaust Ventilation vs Required Exhaust Ventilation 12.2.3.4 Example Attic Ventilation (NFVA) Calculation – Net Results 12.2.4 Examples of Attic Ventilation Issues Observed in the Field 12.3 Crawlspace Ventilation 12.3.1 Crawlspace Ventilation Requirements 12.3.2 Example Crawlspace Ventilation Calculation 12.3.2.1 Example Crawlspace Ventilation Calculation – Crawlspace Area and Required Vent Area References Chapter 13 Mold and Bacteria 13.1 Introduction 13.2 Mold 13.2.1 Introduction to Mold 13.2.2 Mold and Health Effects 13.2.3 Overview of the Mold Inspection and Remediation Processes 13.2.4 Sampling for Mold 13.2.5 Interpreting Mold Results 13.2.5.1 Interpreting Mold Results – General 13.2.5.2 Interpreting Mold Results – Example of Typical Surface and Air Sampling Results 13.2.5.3 Interpreting Mold Sampling Results – Case Study 13.3 Bacteria 13.3.1 Introduction to Bacteria 13.3.2 Sampling for Bacteria 13.3.3 Interpreting Bacterial Sampling Results 13.3.4 Legionella Bacteria 13.3.4.1 Sampling, Culturing, and Identification of Legionella Bacteria 13.3.4.2 Legionella and ASHRAE References Chapter 14 Forensic Inspection Assessments of Residential Wood Framing Systems 14.1 Introduction 14.2 Common Roof Framing Systems 14.2.1 Pre-Engineered Press-Plated Wood Trusses 14.2.2 Ridge Beam and Rafters 14.2.3 Rafters with Ceiling Joists or Rafter Ties 14.3 Common Wall/Floor Framing Systems 14.3.1 Balloon Walls 14.3.2 Platform Framing 14.4 Common Floor Joist Members 14.5 Diaphragms and Shear Walls 14.6 Building Code Requirements and Specifications 14.6.1 Roof Systems Loading 14.6.1.1 Gravity and Vertical Loads 14.6.1.2 Lateral Loads 14.6.2 Floor Systems Loading 14.6.3 Load Combinations 14.6.4 Deflection Criteria 14.6.5 Wood Member and Fastener Allowable Loads and Adjustment Factors 14.6.6 Allowable Wood Floor Joist and Rafter Spans 14.6.6.1 Floor Joists 14.6.6.2 Roof Rafters 14.6.7 Rafter Tie and Connection Requirements 14.6.8 Modifications to Wood Structural Framing Members 14.6.8.1 Floor Framing Members 14.6.8.2 Wall Framing Members 14.6.8.3 Roof Framing Members 14.6.9 Wood Structural Panel Diaphragms and Shear Walls 14.6.9.1 Wood Structural Panel Sheathing in Roof and Floor Diaphragms 14.6.9.2 Wood Structural Panel Sheathing in Shear Walls 14.7 Allowable Wall Tilt (Out-of-Plumb) 14.8 Common Causes of Structural Damage 14.8.1 Structural Damage Caused by Impact from Fallen Objects or Vehicles 14.8.2 Structural Damage Caused by Water Infiltration/Moisture 14.8.3 Structural Damage Caused by Fire 14.8.4 Structural Damage Caused by Blasts/Explosions 14.8.5 Structural Damage Caused by Modifications and/or Improper Construction 14.8.6 Structural Damage Caused by Actual Loads Exceeding Design Loads or Under-Designed Framing Members 14.8.7 Accumulation of Fiber Damage 14.9 Natural Defects in Wood Framing Members 14.10 Methodology for a Structural Framing Damage Assessment Inspection 14.10.1 Interview with the Point(s) of Contact 14.10.1.1 Building Information 14.10.1.2 Roof Covering Information 14.10.1.3 Damage History Information 14.10.1.4 Storm History Information (when applicable) 14.10.2 Interior Inspection of the Structure 14.10.2.1 General Observations 14.10.2.2 Damage(s) Observed to Visible Finished Surfaces 14.10.2.3 Damage(s) Observed to Exposed Framing Members 14.10.3 Roof Framing System Inspection 14.10.3.1 General Attic Observations 14.10.3.2 Damage(s) Observed to Framing Members 14.10.3.3 Attic Ventilation (When Applicable) 14.10.4 Exterior Walk-Around 14.10.4.1 General Exterior Observations 14.10.4.2 Damage(s) Observed to Visible Finished Surfaces 14.10.4.3 Roof Ventilation Inspection 14.10.5 Roof Inspection 14.10.5.1 General Roof Observations 14.10.5.2 Damage(s) Observed to Roof Surfaces 14.10.5.3 Probable Leak Locations 14.10.5.4 Probable Leak Locations – Water Testing (When Applicable) 14.10.6 Analysis of Information Collected 14.10.6.1 Determination of Cause of Damage 14.10.7 Inspection Report References Chapter 15 Forensic Inspection Assessments of Foundation Walls 15.1 Introduction 15.2 Foundation Code Design Requirements 15.3 Exterior Forces on Foundation Walls 15.4 Wall Distortion 15.5 Differentiating between Cosmetic Tilts and Damage vs Structural Tilts and Damage 15.5.1 Cosmetic Tilt and Damage 15.5.2 Acceptable Tilt and Damage (Repair) 15.5.3 Significant Tilt and Damage (Unstable) 15.5.4 Recommended Wall Tilts/Slopes by Damage Classification 15.6 Discussion of Cracks 15.7 Foundation Damage Assessment Methodology 15.7.1 Foundation Damage Assessment Methodology – Interview of the Property Owner or Owner’s Representative 15.7.2 Foundation Damage Assessment Methodology – Site Inspection 15.7.3 Foundation Damage Assessment Methodology – Analysis of Information Collected 15.7.4 Foundation Damage Assessment Methodology – Inspection Report References Chapter 16 Forensic Inspection Assessments of Brick Masonry Chimneys, Veneer Walls, and Porches/Decks 16.1 Introduction 16.2 Brick Masonry Chimneys 16.2.1 Chimney Code and Best Practices Design Requirements 16.2.2 Methodology for Chimney Inspections 16.2.2.1 Interview – Obtain Pertinent Information from the Property Owner, Owner’s Representative, or Occupant 16.2.2.2 Create or Obtain a Basic Plan-View Sketch of the Chimney 16.2.2.3 Complete Chimney Inspection – Document Observations in Writing with Measurements and Photographs 16.2.3 Examples of Common Chimney Issues Observed in the Field 16.3 Brick Masonry Veneer Walls 16.3.1 Brick Masonry Veneer Wall Code and Best Practices Design Requirements 16.3.2 Inspection Methodology for Brick Veneer Inspections 16.3.2.1 Interview – Obtain Pertinent Information from the Property Owner, Owner’s Representative, or Occupant 16.3.2.2 Create or Obtain a Basic Plan-View Sketch of the Building 16.3.2.3 Complete Brick Veneer Wall Inspection – Document Observations in Writing with Measurements and Photographs 16.3.3 Examples of Brick Veneer Wall Issues Observed in the Field 16.4 Porches and Decks 16.4.1 Porch and Deck Code and Best Practices Design Requirements 16.4.2 Inspection Methodology for Porch and Deck Inspections 16.4.2.1 Interview – Obtain Pertinent Information from the Property Owner, Owner’s Representative, or Occupant 16.4.2.2 Create or Obtain a Basic Plan-View Sketch of the Porch/Deck 16.4.2.3 Complete Porch/Deck Inspection – Document Observations in Writing with Measurements and Photographs 16.4.3 Examples of Common Porch/Deck Issues/Findings Observed in the Field References Chapter 17 Fire Damage Structural Property Assessments 17.1 Introduction 17.2 Fire Temperature Effects on Materials 17.3 Overview of Methodology for Evaluation of Structural Fire Damage to Buildings 17.3.1 Signs of Visual Structural Damage to Concrete/CMU/Clay Masonry/Stone Foundation or Structural Walls – General 17.3.1.1 Signs of Visual Structural Damage to Concrete 17.3.1.2 Signs of Visual Structural Damage to Concrete Masonry Unit (CMU) Block 17.3.1.3 Signs of Visual Structural Damage to Clay Brick Masonry 17.3.1.4 Signs of Visual Structural Damage to Stone Masonry 17.3.2 Signs of Visual Structural Damage to Steel 17.3.3 Signs of Visual Structural Damage to Wood Members 17.4 Methodology for Structural Fire Damage Assessment of Buildings 17.4.1 Fire Damage Structural Assessment Methodology – Interview of Property Owner or Owner’s Representative 17.4.2 Fire Damage Structural Assessment Methodology – Site Inspection 17.4.3 Fire Damage Structural Assessment Methodology – Analysis of Information Collected 17.4.4 Fire Damage Structural Assessment Methodology – Written Report References Chapter 18 Vehicle Impact Structural Property Assessments 18.1 Introduction 18.2 Damage Assessment Methodology for Vehicular Impact to a Building 18.2.1 Vehicle Impact with Building Damage Assessment Methodology – Interview of Property Owner or Owner’s Representative 18.2.2 Vehicle Impact with Building Damage Assessment Methodology – Site Inspection 18.2.3 Vehicle Impact with Building Damage Assessment Methodology – Analysis and Reporting of Collected Information References Chapter 19 Tornado-Related Structural Property Damage Assessments 19.1 Introduction 19.2 Overview of Tornado Damage Scales and Tornado Damage 19.3 Methodology for Tornado Damage Assessment of Buildings 19.3.1 Tornado Damage Assessment Methodology – Interview of Property Owner or Owner’s Representative 19.3.2 Tornado Damage Assessment Methodology – Site Inspection 19.3.3 Tornado Damage Assessment Methodology – Analysis of Information Collected 19.3.4 Tornado Damage Assessment Methodology – Written Report References Chapter 20 Blast and Explosion Damage Property Assessments 20.1 Introduction 20.2 Overview of Criteria for Evaluation of Blast Damage to Buildings 20.2.1 Overview of United States Department of Interior History for Evaluation of Blast Damage to Buildings – Bureau of Mines 20.2.2 Current Blasting Formula and Criteria 20.3 Blast or Explosion Damage Assessments 20.3.1 Blast Damage Assessment Methodology 20.3.1.1 Blast Damage Assessment Methodology – Interview of Property Owner or Owner’s Representative 20.3.1.2 Blast Damage Assessment Methodology – Site Inspection 20.3.1.3 Blast Damage Assessment Methodology – Interview of Blast Company Owner/Representative 20.3.1.4 Blast Damage Assessment Methodology – Analysis of Collected Information 20.3.1.5 Blast Damage Assessment – Written Report 20.3.2 Explosion Damage Assessment Methodology 20.3.2.1 Explosion Damage Assessment Methodology – Interview of Property Owner or Owner’s Representative 20.3.2.2 Explosion Damage Assessment Methodology – Site Inspection 20.3.2.3 Explosion Damage Assessment Methodology – Analysis of Collected Information 20.3.2.4 Explosion Damage Assessment – Written Report References Chapter 21 Lightning Damage Property Assessments 21.1 Introduction 21.2 Lightning Codes and Standards 21.3 Lightning Damage and Forensic Investigations 21.3.1 Lightning Damage Assessment Methodology 21.3.1.1 Lightning Damage Assessment Methodology – Collection and Review of Weather Records for Lightning Strikes at/near the Date of Loss 21.3.1.2 Lightning Damage Assessment Methodology – Interview of Owner or Owner’s Representative 21.3.1.3 Lightning Damage Assessment Methodology – Site Inspection References Chapter 22 Plumbing/Piping/Tubing Failures 22.1 Introduction 22.2 Tubing vs Piping vs Hosing? 22.3 Examples of Plumbing Failures 22.3.1 Plumbing Freeze Failures 22.3.2 Plumbing Installation Failures 22.3.3 Manufacturing Defects 22.3.4 Chemical/Corrosion Plumbing Failures 22.3.5 Mechanical Plumbing Failures 22.3.6 Dishwasher and Icemaker Plumbing Failures 22.4 Sanitary Plumbing and Fire Suppression System (FSS) Failures 22.4.1 Sanitary Plumbing Failures 22.4.2 Fire Suppression System Failures 22.5 Plumbing/Piping/Tubing Failures Assessment Methodology – Site Inspection 22.5.1 Plumbing/Piping/Tubing Failures Assessment Methodology – Analysis of Information Collected 22.5.2 Plumbing/Piping/Tubing Failures Assessment Methodology – Written Report References Chapter 23 Equipment Failures and Investigations 23.1 Introduction 23.2 Various Types of Equipment Failures 23.2.1 Sump Pumps 23.2.1.1 Power Failures 23.2.1.2 Improper Installation 23.2.1.3 Mechanical Failures 23.2.2 Well Pumps 23.2.3 Radiant Heat System/Radiator/Boilers 23.2.3.1 Improper/Lack of Maintenance 23.2.3.2 Issues with Pressure 23.2.3.3 Water Leaks 23.2.4 Dishwasher Solenoid Valve Failures 23.2.4.1 Manufacturing Defect 23.2.4.2 Installation Error 23.2.4.3 Cyclic Fatigue – “Wear and Tear” 23.2.5 Washing Machine Gasket Failure 23.2.5.1 Manufacturing Defects 23.2.5.2 Installation Error 23.2.5.3 Wear and Tear/Cyclic Fatigue 23.3 Methodology for Equipment Failure Forensic Inspections 23.4 Methodology for Equipment Failure Forensic Inspection Reports 23.4.1 Obtain Well Logs before Site Inspection 23.4.2 Inspect Premises for Evidence of Collateral Lightning Damage 23.4.3 Inspect Equipment to Obtain Model and Serial Numbers and Date of Installation from Name Plate (if Provided) 23.4.4 Inspect Equipment – Look for Damage to Components Typically Damaged by High Voltage References Chapter 24 Serving as an Expert Witness 24.1 Introduction 24.2 The Basic Elements of a Civil Case 24.2.1 The Complaint 24.2.2 Defendant’s Answer 24.2.3 Discovery 24.2.4 Trial 24.3 What Is an Expert Witness? 24.4 Where Does an Expert Witness Fit in the Civil Case? 24.5 Serving as an Expert Witness in a Civil Case: The Steps of the Process 24.5.1 Retained Expert – Initial Contact by an Attorney 24.5.2 Retained Expert – Agreement to Consult with an Attorney to Review the Facts of the Case 24.5.3 Retained Expert – Agreement as to Compensation for Your Time 24.5.4 Retained Expert – Careful Review of the Facts of the Case 24.5.5 Retained Expert – Good Understanding of the Allegations 24.5.6 Retained Expert – Agreement to be Endorsed as an Expert Witness 24.5.7 Retained Expert – Formation of Opinions 24.5.8 Retained Expert – The Attorney’s Expert “Disclosure” or “Endorsement” 24.5.9 Retained Expert – Preparing the Expert Report 24.5.10 Retained Expert – Deposition by Opposing Attorney 24.5.11 Retained Expert – Potential Expert “Challenge” by Opposing Attorney 24.5.12 Retained Expert – Trial Deposition 24.5.13 Retained Expert – Trial Testimony 24.6 Some “Tips” for Serving as an Expert Witness 24.6.1 General Tips 24.6.2 Tips Regarding Expert Written Reports 24.6.3 Tips Regarding Opposing Attorney’s Questions in Depositions and Trials References Index