2018 International Existing Building Code Handbook / Edition 1

by Chris Kimball

Overview

Publisher's Note: Products purchased from Third Party sellers are not guaranteed by the publisher for quality, authenticity, or access to any online entitlements included with the product.



Ensure compliance with the 2018 IEBC® on alterations, additions, or retrofits to existing buildings

This practical guide shows, step by step, how to apply the provisions of the 2018 International Existing Building Code® (IEBC®) when carrying out repairs, alterations, additions, changes in occupancy, and detailed evaluations for buildings of all sizes. The book contains all the information you will need to understand the applicable provisions in the code and apply them properly to meet structural, fire, accessibility, and other code-related requirements. The 2018 International Existing Building Code® Handbook begins with an overview of the IEBC® and of permits, construction documents, and other administrative requirements. It goes on to explain the three different compliance methods that can be followed under the IEBC®―the prescriptive method, the work area method, and the performance compliance method. Throughout, diagrams, flowcharts, and illustrated examples clearly demonstrate the proper application of the code.

Coverage includes:
•An introduction to the 2018 IEBC®
•Administration
•Common provisions
•Repairs
•Prescriptive method
•Work area method
•Performance compliance method
•Relocated buildings
•Construction safeguards
•IEBC® appendices

Product Details

ISBN-13:	9781260134780
Publisher:	McGraw Hill LLC
Publication date:	08/16/2019
Pages:	256
Product dimensions:	7.60(w) x 9.30(h) x 0.70(d)

About the Author

Chris Kimball, SE, MCP, CBO, is Vice President of West Coast Code Consultants, Inc. (WC3), which provides third-party plan review services to jurisdictions throughout the United States. He is a licensed Structural Engineer in addition to being an ICC-certified Master Code Professional and Certified Building Official, and a certified fire code official. He obtained a bachelor’s degree in civil engineering and a master’s degree in structural engineering from Utah State University. Mr. Kimball has served as president of the Structural Engineers Association of Utah (SEAU) as well as president of the Beehive Chapter of the International Code Council. He is an ICC-approved instructor and is frequently asked to provide training classes to building official, design professional, and contractor organizations to assist them in understanding the requirements of the adopted building codes.

Table of Contents

About the Author
About the International Code Council
Contents
Preface
Chapter 1 Introduction
1.1 Building Code History
1.1.1 King Hammurabi (1758 B.C.)
1.1.2 Great Fire of London (1666)
1.1.3 Chicago Fire of 1871 and the “Great Rebuilding”
1.1.4 1905 National Building Code
1.1.5 UBC, SBCC, and BOCA
1.1.6 The International Codes
1.1.7 History of the IEBC
1.2 Why the IEBC?
1.3 Scope
1.4 Key Terms
1.5 Layout
1.5.1 Compliance methods
1.5.2 Repairs
1.5.3 Moved buildings
1.5.4 Referenced standards
1.5.5 Appendices
1.6 2018 IEBC Updates
Chapter 2 Administration
2.1 Duties of the Building Department
2.2 Work Requiring a Permit
2.3 Permit Submittals
2.3.1 Construction documents (IEBC § 106.2)
2.3.2 Geotechnical investigations
2.3.3 Structural calculations
2.3.4 Energy compliance reports
2.3.5 Special inspection and structural observation programs
2.3.6 Investigation and evaluation reports
2.4 Inspections
2.5 Certificate of Occupancy
2.6 Board of Appeals
2.7 Violations and Stop Work Orders
2.8 Unsafe Buildings
Chapter 3 Common Provisions
3.1 Introduction
3.2 General Provisions
3.2.1 Dangerous conditions
3.2.2 Additional codes
3.2.3 Existing materials
3.2.4 New and replacement materials
3.2.5 Occupancy and use
3.3 Structural Requirements
3.3.1 Live loads
3.3.2 Snow loads
3.3.3 Seismic evaluations
3.4 ASCE 41-17
3.4.1 Performance objective
3.4.2 Evaluation tiers
3.4.3 Rehabilitation tiers
3.4.4 Evaluation report requirements
3.4.5 Special inspections and testing
3.4.6 Third-party peer review
3.5 In Situ Load Tests
3.6 Accessibility
3.6.1 Background
3.6.2 Existing buildings
3.6.3 Technical infeasibility
3.6.4 Primary function area
3.6.5 Change of occupancy
3.6.6 Additions
3.6.7 Alterations
3.6.8 Primary function areas
3.6.9 Scoping for alterations
3.6.10 Historic buildings
Chapter 4 Repairs
4.1 Introduction
4.2 Flood Hazard Areas
4.2.1 Substantial improvement versus substantial damage
4.2.2 Code official determination
4.2.3 Examples
4.2.4 Building inspections
4.3 Safety Glazing
4.3.1 Glazing in and near doors
4.3.2 Glazing in windows
4.3.3 Glazing in guards and railings
4.3.4 Glazing and wet surfaces
4.3.5 Glazing near stairs and ramps
4.4 Fire Protection and Means of Egress
4.4.1 Fire protection
4.4.2 Means of egress
4.5 Structural
4.5.1 Substantial structural damage
4.5.2 Disproportionate earthquake damage
4.5.3 Less than substantial
4.6 Electrical
4.6.1 Receptacles
4.6.2 Plug fuses
4.6.3 Nongrounding-type receptacles
4.6.4 Group I-2 receptacles
4.6.5 Grounding of appliances
4.7 Mechanical
4.8 Plumbing
Chapter 5 Prescriptive Method
5.1 General
5.2 Additions
5.2.1 Disproportionate earthquake damage
5.2.2 Flood hazard areas
5.2.3 Gravity structural elements
5.2.4 Lateral structural elements
5.2.5 Smoke alarms
5.2.6 Carbon monoxide alarms
5.2.7 Additions to Group E
5.3 Alterations
5.3.1 Flood hazard areas
5.3.2 Gravity structural elements
5.3.3 Lateral structural elements
5.3.4 Seismic Design Category F
5.3.5 Bracing of URM parapets during reroof
5.3.6 Anchorage of concrete or masonry walls
5.3.7 Anchorage of URM walls
5.3.8 Bracing of URM parapets due to alteration
5.3.9 Anchorage of URM partitions
5.3.10 Substantial structural alteration
5.3.11 Roof diaphragms in high wind
5.3.12 Voluntary LFRS upgrade
5.3.13 Smoke alarms
5.3.14 Carbon monoxide alarms
5.3.15 Refuge areas
5.4 Fire Escapes
5.4.1 Location
5.4.2 Construction
5.4.3 Dimensions
5.4.4 Opening protectives
5.5 Window Replacement
5.5.1 Opening control devices
5.5.2 Emergency escape and rescue openings
5.6 Change of Occupancy
5.6.1 Change of occupancy classification
5.6.2 Change from one group to another
5.6.3 Change in use within a group that triggers change in application of the code
5.6.4 Stairways
5.6.5 Structural
5.7 Historic Buildings
5.7.1 Life safety hazards
5.7.2 Flood hazard areas
5.7.3 Structural
Chapter 6 Work Area Method
6.1 General
6.2 Alterations: Level 1
6.2.1 Building elements and materials
6.2.2 Reroofing
6.2.3 Structural
6.3 Alterations: Level 2
6.3.1 Building elements and materials
6.3.2 Fire protection
6.3.3 Carbon monoxide detection
6.3.4 Means of egress
6.3.5 Structural
6.3.6 Electrical
6.3.7 Mechanical
6.3.8 Plumbing
6.3.9 Energy conservation
6.4 Alterations: Level 3
6.4.1 Special use and occupancy
6.4.2 Building elements and materials
6.4.3 Fire protection
6.4.4 Means of egress
6.4.5 Structural
6.4.6 Energy conservation
6.5 Change of Occupancy
6.5.1 Special use and occupancy
6.5.2 Structural
6.5.3 Electrical
6.5.4 Mechanical
6.5.5 Plumbing
6.5.6 Light and ventilation
6.5.7 Fire protection
6.5.8 Means of egress
6.6 Additions
6.6.1 Heights and areas
6.6.2 Structural
6.6.3 Smoke alarms
6.6.4 Carbon monoxide alarms
6.6.5 Storm shelters
6.6.6 Energy conservation
6.7 Historic Buildings
6.7.1 Historic building report
6.7.2 Flood hazard areas
6.7.3 Repairs
6.7.4 Fire safety
6.7.5 Change of occupancy
6.7.6 Structural
6.7.7 Relocated buildings
Chapter 7 Performance Compliance Method
7.1 Background
7.2 Components of Performance-Based Design
7.3 Scope
7.4 Applicability
7.4.1 Change in occupancy
7.4.2 Additions
7.4.3 Alterations
7.5 Other Design Disciplines?
7.6 Acceptance
7.7 Investigation and Evaluation
7.8 Structural Analysis
7.9 Evaluation Process
7.9.1 Height and area
7.9.2 Compartmentation
7.9.3 Unit separations
7.9.4 Corridor walls
7.9.5 Vertical openings
7.9.6 Heating, ventilation, and air conditioning (HVAC) systems
7.9.7 Automatic fire detection
7.9.8 Fire alarm systems
7.9.9 Smoke control
7.9.10 Means of egress
7.9.11 Dead ends
7.9.12 Maximum exit travel distance
7.9.13 Elevator control
7.9.14 Means of egress emergency lighting
7.9.15 Mixed occupancies
7.9.16 Automatic sprinklers
7.9.17 Standpipes
7.9.18 Incidental uses
7.9.19 Smoke compartmentation
7.9.20 Patient ability, concentration, smoke compartment location, and ratio to attendant
7.10 Building Score
Chapter 8 Relocated or Moved Buildings
8.1 Introduction
8.2 Scope and Conformance
8.3 Location on the Lot
8.3.1 Site plan
8.3.2 Proximity to lot line
8.3.3 Foundations near slopes
8.3.4 Mechanical exhaust and intake openings
8.4 Foundation
8.4.1 International Residential Code
8.4.2 International Building Code
8.5 Wind, Seismic, Snow, and Flood Loads
8.5.1 Wind loads
8.5.2 Seismic loads
8.5.3 Snow loads
8.5.4 Flood loads
8.6 Inspections and Repairs
8.7 Conclusion
Chapter 9 Construction Safeguards
9.1 General
9.1.1 Fire safety
9.1.2 Protection of pedestrians
9.1.3 Sanitary facilities
9.2 Adjoining Properties
9.3 Fire and Life Safety Precautions
9.3.1 Fire extinguishers
9.3.2 Means of egress
9.3.3 Standpipes
9.3.4 Fire sprinklers
9.3.5 Fire protection water supply
9.4 Accessibility
Chapter 10 IEBC Appendices
10.1 Appendix A: Seismic Retrofit
10.1.1 Chapter A1: Unreinforced masonry (URM) bearing wall buildings
10.1.2 Chapter A2: Reinforced concrete and masonry buildings
10.1.3 Chapter A3: Wood-frame buildings
10.1.4 Chapter A4: Open-front wood-frame buildings
10.2 Appendix B: Accessibility Items
10.2.1 Historical buildings
10.2.2 Transportation facilities
10.2.3 Dwelling units and sleeping units
10.3 Appendix C: Wind Retrofit
10.3.1 Gable end retrofit
10.3.2 Roof deck fastening
10.4 Resource A: Archaic Materials
References
Index