{"id":191191,"date":"2024-10-19T12:04:54","date_gmt":"2024-10-19T12:04:54","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ri-buildingcode-2019-1stptg\/"},"modified":"2024-10-25T04:33:05","modified_gmt":"2024-10-25T04:33:05","slug":"ri-buildingcode-2019-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ri\/ri-buildingcode-2019-1stptg\/","title":{"rendered":"RI BuildingCode 2019 1stptg"},"content":{"rendered":"

This is a fully integrated code based on the 2015 IBC.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2019 RHODE ISLAND BUILDING CODE <\/td>\n<\/tr>\n
2<\/td>\n2019 RHODE ISLAND BUILDING CODE BASED ON THE 2015 INTERNATIONAL BUILDING CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
10<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE <\/td>\n<\/tr>\n
20<\/td>\nLEGISLATION <\/td>\n<\/tr>\n
22<\/td>\nRHODE ISLAND STATE BUILDING CODE SBC-1 STATE BUILDING CODE <\/td>\n<\/tr>\n
23<\/td>\nREGULATION SBC-1 STATE BUILDING CODE AUGUST 1, 2019 <\/td>\n<\/tr>\n
24<\/td>\nSTATE OF RHODE ISLAND BUILDING CODE STANDARDS COMMITTEE <\/td>\n<\/tr>\n
25<\/td>\nSTATE BUILDING CODE REGULATIONS \u2013 2019 <\/td>\n<\/tr>\n
26<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
34<\/td>\nCHAPTER 23\u201327.3 STATE BUILDING CODE
\u00a7 23-27.3-100.0 SCOPE
\u00a7 23-27.3-100.1 SHORT TITLE – APPLICABILITY
\u00a7 23-27.3-100.1.1 CHAPTER TITLE – APPLICABILITY
\u00a7 23-27.3-100.1.2 PURPOSE
\u00a7 23-27.3-100.1.3 CREATION OF THE STATE BUILDING CODE STANDARDS COMMITTEE <\/td>\n<\/tr>\n
35<\/td>\n\u00a7 23-27.3-100.1.4 APPOINTMENT AND QUALIFICATIONS OF THE COMMITTEE
\u00a7 23-27.3-100.1.5 BUILDING CODE – ADOPTION AND PROMULGATION BY COMMITTEE <\/td>\n<\/tr>\n
36<\/td>\n23-27.3-100.1.5.1 HOUSING AND MAINTENANCE CODE
\u00a7 23-27.3-100.1.5.2 EXISTING CODES
\u00a7 23-27.3-100.1.5.3 STATE REHABILITATION BUILDING AND FIRE CODE FOR EXISTING BUILDINGS AND STRUCTURES
\u00a7 23-27.3-100.1.5.4 STATE ENERGY CONSERVATION CODE <\/td>\n<\/tr>\n
37<\/td>\n\u00a7 23-27.3-100.1.5.5 HURRICANE, STORM AND FLOOD STANDARDS
\u00a7 23-27.3-100.1.6 COMMITTEE AS BOARD OF STANDARDS AND APPEALS – POWERS AND DUTIES – APPEALS
\u00a7 23-27.3-100.1.7 EFFECT OF LOCAL CODES – REPEAL OF LOCAL AUTHORITY
\u00a7 23-27.3-100.1.8 SEVERABILITY
\u00a7 23-27.3-100.2 APPLICATION OF REFERENCES
\u00a7 23-27.3-100.3 CONSTRUCTION
\u00a7 23-27.3-100.4 SPECIALIZED CODES INCORPORATED <\/td>\n<\/tr>\n
38<\/td>\n\u00a7 23-27.3-101.0 MATTERS COVERED
\u00a7 23-27.3-101.1 EXEMPTION FOR ORDINARY REPAIRS
\u00a7 23-27.3-101.2 MATTERS NOT COVERED
\u00a7 23-27.3-101.2.1 PROPOSED BUILDINGS
\u00a7 23-27.3-101.2.2 BUILDINGS AND STRUCTURES, EXISTING AND UNDER CONSTRUCTION
\u00a7 23-27.3-101.3 ZONING RESTRICTIONS
\u00a7 23-27.3-102.0 ORDINARY REPAIRS
\u00a7 23-27.3-103.0 INSTALLATION OF SERVICE EQUIPMENT
\u00a7 23-27.3-104.0 MAINTENANCE <\/td>\n<\/tr>\n
39<\/td>\n\u00a7 23-27.3-104.1 OWNER RESPONSIBILITY
\u00a7 23-27.3-105.0 CHANGE IN EXISTING USE
\u00a7 23-27.3-105.1 CONTINUATION OF EXISTING USE
\u00a7 23-27.3-105.2 CHANGE IN USE AND OCCUPANCY
\u00a7 23-27.3-105.3 PART CHANGE IN USE
\u00a7 23-27.3-105.4 REESTABLISHMENT OF A PRIOR USE
\u00a7 23-27.3-106.0 EXISTING STRUCTURES
\u00a7 23-27.3-106.1 SUBSTANTIAL IMPROVEMENTS
\u00a7 23-27.3-106.2 SUBSTANTIAL DAMAGES EXCEEDING FIFTY PERCENT <\/td>\n<\/tr>\n
40<\/td>\n\u00a7 23-27.3-106.3 IMPROVEMENTS AND DAMAGES BETWEEN TWENTY-FIVE AND FITY PERCENT OF VALUE
\u00a7 23-27.3-106.4 IMPROVEMENTS OR DAMAGES UNDER TWENTY-FIVE PERCENT OF VALUE
\u00a7 23-27.3-106.5 PHYSICAL VALUE
\u00a7 23-27.3-107.0 DEPARTMENT OF BUILDING INSPECTION
\u00a7 23-27.3-107.1 LOCAL BUILDING OFFICIAL – APPOINTMENT
\u00a7 23-27.3-107.1.1 LOCAL INSPECTOR –
\u00a7 23-27.3-107.2 ALTERNATE LOCAL BUILDING OFFICIAL <\/td>\n<\/tr>\n
41<\/td>\n\u00a7 23-27.3-107.3 APPOINTMENT OF PERSONNEL BY STATE BUILDING COMMISSIONER
\u00a7 23-27.3-107.4 QUALIFICATIONS AND DUTIES OF THE STATE BUILDING COMMISSIONER
\u00a7 23-27.3-107.5 LOCAL BUILDING OFFICIAL – QUALIFICATIONS – POWERS AND DUTIES
\u00a7 23-27.3-107.6 CERTIFICATION OF LOCAL BUILDING OFFICIALS – EDUCATIONAL PROGRAMS <\/td>\n<\/tr>\n
42<\/td>\n\u00a7 23-27.3-107.7 RECERTIFICATION AND CONTINUING EDUCATION
\u00a7 23-27.3-107.8 RESTRICTION ON EMPLOYEES’ ACTIVITIES
\u00a7 23-27.3-107.9 RELIEF FROM PERSONAL RESPONSIBILITY
\u00a7 23-27.3-108.0 DUTIES AND POWERS OF THE BUILDING OFFICIAL AND THE STATE BUILDING COMMISSIONER
\u00a7 23-27.3-108.1 LOCAL BUILDING OFFICIAL – ENFORCEMENT DUTIES
\u00a7 23-27.3-108.1.1 APPLICATIONS AND PERMITS
\u00a7 23-27.3-108.1.3 NEW MATERIALS AND METHODS OF CONSTRUCTION <\/td>\n<\/tr>\n
43<\/td>\n\u00a7 23-27.3-108.1.3.1 TEST RESULTS
\u00a7 23-27.3-108.1.3.2 RETESTING
\u00a7 23-27.3-108.1.4 INSPECTIONS
\u00a7 23-27.3-108.1.5 REPEALED
\u00a7 23-27.3-108.1.6 ADMINISTRATIVE PROCEDURES
\u00a7 23-27.3-108.1.7 DEPARTMENT RECORDS
\u00a7 23-27.3-108.1.8 REPORTS
\u00a7 23-27.3-108.2 STATE BUILDING COMMISSIONER’S DUTIES <\/td>\n<\/tr>\n
44<\/td>\n\u00a7 23-27.3-108.2.0.1 REPEALED
\u00a7 23-27.3-108.2.1 DUTIES OF COMMITTEE
\u00a7 23-27.3-108.2.2 COMPENSATION OF COMMITTEE MEMBERS
\u00a7 23-27.3-108.2.3 EMERGENCY PROCEDURES
\u00a7 23-27.3-108.2.4 MUNICIPAL ADVISORY COUNCIL ON STATEWIDE PERMITTING
\u00a7 23-27.3-109.0 COMMITTEE
\u00a7 23-27.3-109.1 COMMITTEE’S RULE MAKING AUTHORITY – LEGISLATIVE REPORT – LEGISLATIVE COMMITTEE <\/td>\n<\/tr>\n
45<\/td>\n\u00a7 23-27.3-109.1.1 COMMITTEE – LICENSING OF LABORATORIES AND TEST PERSONNEL
\u00a7 23-27.3-109.1.2 COMMITTEE – REGULATION OF MANUFACTURED BUILDINGS
\u00a7 23-27.3-109.1.3 ADOPTION OF FEDERAL STANDARDS FOR MANUFACTURED HOMES
\u00a7 23-27.3-109.1.3.1 INSPECTION OF MANUFACTURED HOMES MANUFACTURERS
\u00a7 23-27.3-109.1.3.2 PENALTIES FOR VIOLATIONS AS TO MANUFACTURED HOMES <\/td>\n<\/tr>\n
46<\/td>\n\u00a7 23-27.3-109.1.3.3 MONITORING INSPECTION FEE
\u00a7 23-27.3-109.1.3.4 REPORTS OF MANUFACTURED HOME MANUFACTURERS, DISTRIBUTORS, AND DEALERS
\u00a7 23-27.3-109.1.3.5 TEMPORARY GREENHOUSE DEFINED
\u00a7 23-27.3-109.1.4 REPEALED
\u00a7 23-27.3-109.2 ACCEPTED ENGINEERING PRACTICE
\u00a7 23-27.3-109.3 PROPOSING AMENDMENTS TO RULES AND REGULATIONS
\u00a7 23-27.3-110.0 MODIFICATIONS AND VARIANCES
\u00a7 23-27.3-111.0 NEW AND ALTERED BUILDING AND STRUCTURE – INSPECTIONS
\u00a7 23-27.3-111.1 PRELIMINARY INSPECTION
\u00a7 23-27.3-111.2 INSPECTION <\/td>\n<\/tr>\n
47<\/td>\n\u00a7 23-27.3-111.3 MANUFACTURING BUILDINGS
\u00a7 23-27.3-111.3.1 PLANT INSPECTION
\u00a7 23-27.3-111.3.2 INSTALLATION SITE INSPECTION
\u00a7 23-27.3-111.4 EXISTING BUILDINGS
\u00a7 23-27.3-111.4.1 PERIODIC INSPECTIONS
\u00a7 23-27.3-111.4.2 REPEALED –
\u00a7 23-27.3-111.5 FINAL INSPECTION
\u00a7 23-27.3-111.6 INSPECTION SERVICES
\u00a7 23-27.3-111.7 COORDINATION OF INSPECTIONS
\u00a7 23-27.3-112.0 RIGHT OF ENTRY
\u00a7 23-27.3-112.1 OFFICIAL IDENTIFICATION CARD <\/td>\n<\/tr>\n
48<\/td>\n\u00a7 23-27.3-112.2 MUNICIPAL COOPERATION
\u00a7 23-27.3-113.0 APPLICATION FOR PERMIT
\u00a7 23-27.3-113.1 WHEN PERMIT IS REQUIRED
\u00a7 23-27.3-113.1.1 ISSUANCE OF PERMITS FOR SIDING
\u00a7 23-27.3-113.2 FORM OF APPLICATION –
\u00a7 23-27.3-113.3 BY WHOM APPLICATION IS MADE –
\u00a7 23-27.3-113.3.1 APPLICATIONS FOR WORK REQUIRING LICENSED WORKERS
\u00a7 23-27.3-113.3.2 APPLICATIONS FOR WORK REQUIRING REGISTERED WORKERS <\/td>\n<\/tr>\n
49<\/td>\n\u00a7 23-27.3-113.4 DESCRIPTION OF WORK
\u00a7 23-27.3-113.5 PLANS AND SPECIFICATIONS
\u00a7 23-27.3-113.5.1 REPEALED
\u00a7 23-27.3-113.6 PLOT PLAN
\u00a7 23-27.3-113.6.1 APPROVAL OF AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM
\u00a7 23-27.3-113.7 ENGINEERING DETAILS
\u00a7 23-27.3-113.8 AMENDMENTS TO APPLICATION
\u00a7 23-27.3-113.9 TIME LIMITATION ON APPLICATION
\u00a7 23-27.3-114.0 PERMITS
\u00a7 23-27.3-114.1 ACTION ON APPLICATION <\/td>\n<\/tr>\n
50<\/td>\n\u00a7 23-27.3-114.1.1 REPORTS TO ASSESSORS
\u00a7 23-27.3-114.2 EXPIRATION OF PERMIT
\u00a7 23-27.3-114.3 PREVIOUS APPROVALS <\/td>\n<\/tr>\n
51<\/td>\n\u00a7 23-27.3-114.3.1 DRAWINGS AND SPECIFICATIONS
\u00a7 23-27.3-114.4 BUILDING OFFICIAL TO SIGN PERMIT
\u00a7 23-27.3-114.5 APPROVED PLANS
\u00a7 23-27.3-114.6 REVOCATION OF PERMITS
\u00a7 23-27.3-114.7 APPROVAL IN PART
\u00a7 23-27.3-114.8 POSTING OF PERMIT
\u00a7 23-27.3-114.9 NOTICE OF BUILDING START
\u00a7 23-27.3-115.0 CONDITIONS OF PERMIT
\u00a7 23-27.3-115.1 COMPLIANCE WITH CODE
\u00a7 23-27.3-115.2 COMPLIANCE WITH PERMIT
\u00a7 23-27.3-115.3 COMPLIANCE WITH PLOT PLAN
\u00a7 23-27.3-115.4 CHANGE IN PLOT PLAN <\/td>\n<\/tr>\n
52<\/td>\n\u00a7 23-27.3-115.5 DISMISSAL OF CONTRACTOR OR SUBCONTRACTOR
\u00a7 23-27.3-116.0 MOVING, RAISING, SHORING, OR DEMOLITION OF BUILDINGS
\u00a7 23-27.3-116.1 SERVICE CONNECTIONS
\u00a7 23-27.3-116.2 BUILDINGS TO BE RODENT-ERADICATED PRIOR TO DEMOLITION
\u00a7 23-27.3-116.3 DESCRIPTION AND INSPECTION OF BUILDINGS – TRAVEL ROUTE
\u00a7 23-27.3-116.4 AGREEMENT CONDITION TO MOVING
\u00a7 23-27.3-116.5 PUBLIC UTILITIES, WIRES, POLES, TREES AND SHRUBS
\u00a7 23-27.3-116.6 MOVING TO BE CONTINUOUS
\u00a7 23-27.3-116.7 WATCHPERSON AND LIGHTS DURING MOVING <\/td>\n<\/tr>\n
53<\/td>\n\u00a7 23-27.3-116.8 BONDS AND LIABILITY INSURANCE
\u00a7 23-27.3-116.9 SHORING
\u00a7 23-27.3-117.0 REMOVAL OF STRUCTURES
\u00a7 23-27.3-117.1 LOT REGULATION
\u00a7 23-27.3-118.0 FEES
\u00a7 23-27.3-118.1 SPECIAL FEES
\u00a7 23-27.3-118.2 RAMPS FOR DISABLED PERSONS
\u00a7 23-27.3-119.0 FEE COMPUTATION
\u00a7 23-27.3-120.0 CERTIFICATE OF USE AND OCCUPANCY
\u00a7 23-27.3-120.1 NEW BUILDINGS
\u00a7 23-27.3-120.2 BUILDINGS HEREAFTER ALTERED <\/td>\n<\/tr>\n
54<\/td>\n\u00a7 23-27.3-120.3 EXISTING BUILDINGS
\u00a7 23-27.3-120.4 CHANGES IN USE AND OCCUPANCY
\u00a7 23-27.3-120.5 TEMPORARY OCCUPANCY
\u00a7 23-27.3-120.6 CONTENTS OF CERTIFICATE
\u00a7 23-27.3-121.0 POSTING BUILDINGS
\u00a7 23-27.3-121.1 POSTED USE AND OCCUPANCY <\/td>\n<\/tr>\n
55<\/td>\n\u00a7 23-27.3-121.2 POSTED OCCUPANCY LOAD
\u00a7 23-27.3-121.3 FURNISHING OF POSTED SIGNS
\u00a7 23-27.3-121.4 PERIODIC INSPECTION FOR POSTING
\u00a7 23-27.3-122.0 VIOLATIONS
\u00a7 23-27.3-122.1 NOTICE OF VIOLATION
\u00a7 23-27.3-122.1.2 NOTICE OR ORDERS – SERVICE AND CONTENT
\u00a7 23-27.3-122.2 PROSECUTION OF VIOLATION
\u00a7 23-27.3-122.3 PENALTIES
\u00a7 23-27.3-122.4 ABATEMENT OF VIOLATIONS <\/td>\n<\/tr>\n
56<\/td>\n\u00a7 23-27.3-123.0 STOP-WORK ORDER
\u00a7 23-27.3-123.1 NOTICE TO OWNER
\u00a7 23-27.3-123.1.1 POSTING OF ORDER
\u00a7 23-27.3-123.2 UNLAWFUL CONTINUANCE
\u00a7 23-27.3-124.0 UNSAFE STRUCTURES – GENERAL PROVISIONS
\u00a7 23-27.3-124.1 UNSAFE CONDITIONS
\u00a7 23-27.3-124.2 NOTICE OF UNSAFE CONDITION <\/td>\n<\/tr>\n
57<\/td>\n\u00a7 23-27.3-124.3 APPEALS
\u00a7 23-27.3-124.4 RESTORATION OF UNSAFE BUILDINGS
\u00a7 23-27.3-124.4.1 COMPLIANCE
\u00a7 23-27.3-124.5 DISREGARD OF UNSAFE NOTICE
\u00a7 23-27.3-124.6 BOARDING <\/td>\n<\/tr>\n
58<\/td>\n\u00a7 23-27.3-124.6.1 DISCONNECTION OF UTILITIES
\u00a7 23-27.3-124.6.2 REMOVAL OF DEBRIS AND RUBBISH
\u00a7 23-27.3-125.0 EMERGENCY MEASURES
\u00a7 23-27.3-125.1 VACATING BUILDINGS
\u00a7 23-27.3-125.2 TEMPORARY SAFEGUARDS
\u00a7 23-27.3-125.3 CLOSING STREETS
\u00a7 23-27.3-125.4 EMERGENCY REPAIRS
\u00a7 23-27.3-125.5 HAZARDOUS BUILDINGS
\u00a7 23-27.3-125.6 COSTS OF EMERGENCY REPAIRS
\u00a7 23-27.3-125.7 LIEN FOR EMERGENCY REPAIRS
\u00a7 23-27.3-126.0 APPEALS FROM ORDERS IN REGARD TO UNSAFE BUILDINGS <\/td>\n<\/tr>\n
59<\/td>\n\u00a7 23-27.3-126.1 APPLICATION FOR REVIEW
\u00a7 23-27.3-126.2 PROCEDURE
\u00a7 23-27.3-126.3 FINDINGS
\u00a7 23-27.3-127.0 STATE AND LOCAL BOARDS OF APPEALS
\u00a7 23-27.3-127.1 COMMITTEE TO SERVE AS A BOARD OF STANDARDS AND APPEALS <\/td>\n<\/tr>\n
60<\/td>\n\u00a7 23-27.3-127.1.1 STAY OF PROCEEDINGS
\u00a7 23-27.3-127.1.2 GRANTING VARIANCE
\u00a7 23-27.3-127.1.3 ADDITIONAL POWERS
\u00a7 23-27.3-127.1.4 PROCEDURES – RECORD OF VARIANCES <\/td>\n<\/tr>\n
61<\/td>\n\u00a7 23-27.3-127.2 LOCAL BOARD OF APPEALS
\u00a7 23-27.3-127.2.1 MEMBERSHIP AND LOCAL BOARD
\u00a7 23-27.3-127.2.2 STAY OF PROCEEDINGS
\u00a7 23-27.3-127.2.3 GRANTING VARIANCE
\u00a7 23-27.3-127.2.4 ADDITIONAL POWERS
\u00a7 23-27.3-127.2.5 PROCEDURES <\/td>\n<\/tr>\n
62<\/td>\n\u00a7 23-27.3-127.2.6 LOCAL DECISION TRANSMITTED TO STATE BOARD
\u00a7 23-27.3-128.0 DESIGN AND CONSTRUCTION PROCEDURES
\u00a7 23-27.3-128.1 SCOPE
\u00a7 23-27.3-128.1.1 OWNER’S RESPONSIBILITIES
\u00a7 23-27.3-128.1.2 \u2013 23-27.3-128.1.5 REPEALED
\u00a7 23-27.3-128.2 REPEALED
\u00a7 23-27.3-128.2.1 DRAWINGS AND SPECIFICATIONS
\u00a7 23-27.3-128.2.2 RESPONSIBILITIES <\/td>\n<\/tr>\n
63<\/td>\n\u00a7 23-27.3-128.2.3 REPORTING
\u00a7 23-27.3-128.3 CONSTRUCTION CONTRACTOR RESPONSIBILITIES
\u00a7 23-27.3-128.4 TESTING REQUIRED
\u00a7 23-27.3-128.5 BUILDING OFFICIAL’S RESPONSIBILITIES
\u00a7 23-27.3-128.5.1 WAIVER OF PLAN EXAMINATION
\u00a7 23-27.3-128.5.2 WAIVER OF DETAILED FIELD INSPECTION <\/td>\n<\/tr>\n
64<\/td>\n\u00a7 23-27.3-128.5.3 INSPECTION WAIVER – UTILIZATION
\u00a7 23-27.3-128.5.4 BUILDING PERMIT ISSUANCE OR REQUIREMENTS
\u00a7 23-27.3-128.6 SPECIAL TECHNICAL SERVICES
\u00a7 23-27.3-128.7 FEES AND COSTS
\u00a7 23-27.3-129.0, 23-27.3-129.1 REPEALED
\u00a7 23-27.3-129.2 REPEALED
\u00a7 23-27.3-129.3 REPEALED
\u00a7 23-27.3-200.0 SAVINGS CLAUSE
\u00a7 23-27.3-300.0 PUBLICATION OF CODE
\u00a7 23-27.3-400.0 SEVERABILITY <\/td>\n<\/tr>\n
65<\/td>\n\u00a7 23-27.3-401.0 SALE OF PRESSURE VESSEL
\u00a7 23-27.3-500.0 EFFECTIVE DATE OF CODE
\u00a7 23-27.3-501.0, 23-27.3-502.0 REPEALED
\u00a7 23-27.3-503.0, 23-27.3-504.0 [OBSOLETE]
\u00a7 23-27.3-505.0 REPEALED
\u00a7 23-27.3-506.0 [OBSOLETE]
\u00a7 23-27.3-600.0 FRESH WATER WETLANDS
\u00a7 23-27.3-700.0 REPEALED
\u00a7 23-27.3-701.0 BABY CHANGING TABLES <\/td>\n<\/tr>\n
66<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL <\/td>\n<\/tr>\n
67<\/td>\nSECTION 102 APPLICABILITY
PART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
68<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
70<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
71<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES <\/td>\n<\/tr>\n
72<\/td>\nSECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
73<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY
SECTION 112 SERVICE UTILITIES
SECTION 113 BOARD OF APPEALS
SECTION 114 VIOLATIONS <\/td>\n<\/tr>\n
74<\/td>\nSECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
76<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
106<\/td>\nCHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
107<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
108<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
110<\/td>\nTABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
111<\/td>\nTABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
112<\/td>\n[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
113<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
115<\/td>\nSECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
116<\/td>\nSECTION 311 STORAGE GROUP S
SECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
118<\/td>\nCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n
122<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
123<\/td>\nTABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
125<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
126<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
127<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
129<\/td>\nTABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
131<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
134<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
136<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
137<\/td>\nSECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
139<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS
SECTION 412 AIRCRAFT-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
140<\/td>\nTABLE 412.3.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
141<\/td>\n[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
142<\/td>\nTABLE 412.7 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE
SECTION 413 COMBUSTIBLE STORAGE <\/td>\n<\/tr>\n
143<\/td>\nSECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
144<\/td>\n[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS <\/td>\n<\/tr>\n
145<\/td>\n[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA <\/td>\n<\/tr>\n
146<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS
SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
148<\/td>\n[F] TABLE 415.6.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
151<\/td>\n[F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 <\/td>\n<\/tr>\n
156<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES
SECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS
SECTION 419 LIVE\/WORK UNITS <\/td>\n<\/tr>\n
157<\/td>\nSECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4 <\/td>\n<\/tr>\n
158<\/td>\nSECTION 421 HYDROGEN FUEL GAS ROOMS
SECTION 422 AMBULATORY CARE FACIILITIES <\/td>\n<\/tr>\n
159<\/td>\nSECTION 423 STORM SHELTERS
SECTION 424 CHILDREN\u2019S PLAY STRUCTURES <\/td>\n<\/tr>\n
160<\/td>\nSECTION 425 HYPERBARIC FACILITIES
SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE
SECTION 427 MANUFACTURED HOMES
SECTION 428 MODULAR CONSTRUCTION <\/td>\n<\/tr>\n
162<\/td>\nCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES <\/td>\n<\/tr>\n
163<\/td>\nTABLE 504.3a ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
164<\/td>\nTABLE 504.4a, b ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
165<\/td>\nTABLE 504.4a, b\u2014continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
166<\/td>\nSECTION 506 BUILDING AREA
EQUATION 5-1 <\/td>\n<\/tr>\n
167<\/td>\nTABLE 506.2a, b ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
168<\/td>\nTABLE 506.2a, b\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
169<\/td>\nTABLE 506.2a,b\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET
EQUATION 5-2
EQUATION 5-3 <\/td>\n<\/tr>\n
170<\/td>\nEQUATION 5-4
EQUATION 5-5
SECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
172<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
173<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
SECTION 509 INCIDENTAL USES <\/td>\n<\/tr>\n
174<\/td>\nTABLE 509 INCIDENTAL USES <\/td>\n<\/tr>\n
175<\/td>\nSECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
178<\/td>\nCHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
SECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
179<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES <\/td>\n<\/tr>\n
180<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
182<\/td>\nCHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 DEFINITIONS
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
183<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
185<\/td>\nSECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
186<\/td>\nEQUATION 7-1 <\/td>\n<\/tr>\n
187<\/td>\nFIGURE 705.7 EQUIVALENT OPENING FACTOR
EQUATION 7-2 <\/td>\n<\/tr>\n
188<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
189<\/td>\nSECTION 706 FIRE WALLS <\/td>\n<\/tr>\n
190<\/td>\nTABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
192<\/td>\nSECTION 707 FIRE BARRIERS
TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
193<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
194<\/td>\nSECTION 709 SMOKE BARRIERS <\/td>\n<\/tr>\n
195<\/td>\nSECTION 710 SMOKE PARTITIONS
SECTION 711 FLOOR AND ROOF ASSEMBLIES <\/td>\n<\/tr>\n
196<\/td>\nSECTION 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n
197<\/td>\nSECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
199<\/td>\nSECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
202<\/td>\nSECTION 715 FIRE-RESISTANT JOINT SYSTEMS
SECTION 716 OPENING PROTECTIVES <\/td>\n<\/tr>\n
203<\/td>\nTABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES <\/td>\n<\/tr>\n
205<\/td>\nTABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
206<\/td>\nTABLE 716.5\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
208<\/td>\nTABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
SECTION 717 DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n
209<\/td>\nTABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
213<\/td>\nSECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
215<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
216<\/td>\nSECTION 721 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
217<\/td>\nSECTION 722 CALCULATED FIRE RESISTANCE
TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING <\/td>\n<\/tr>\n
218<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
219<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
220<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
221<\/td>\nTABLE 721.1(1) \u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
222<\/td>\nTABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
223<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
224<\/td>\nTABLE 721.1(2) \u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
225<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
226<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
227<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
228<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
229<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
230<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
231<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
232<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
233<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
234<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
235<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
236<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
237<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
238<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
239<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
240<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
241<\/td>\nEQUATION 7-3
EQUATION 7-4
FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS <\/td>\n<\/tr>\n
242<\/td>\nTABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59
FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION <\/td>\n<\/tr>\n
243<\/td>\nTABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
244<\/td>\nTABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
EQUATION 7-5
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS <\/td>\n<\/tr>\n
245<\/td>\nFIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES <\/td>\n<\/tr>\n
246<\/td>\nFIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches
TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) <\/td>\n<\/tr>\n
247<\/td>\nTABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH
TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <\/td>\n<\/tr>\n
248<\/td>\nTABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS
EQUATION 7-6 <\/td>\n<\/tr>\n
249<\/td>\nEQUATION 7-7
TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches)
EQUATION 7-8 <\/td>\n<\/tr>\n
250<\/td>\nEQUATION 7-9
TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS <\/td>\n<\/tr>\n
251<\/td>\nTABLE 722.4.1(3) VALUES OF Rn 0.59
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-10
EQUATION 7-11 <\/td>\n<\/tr>\n
252<\/td>\nFIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
EQUATION 7-12
FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS <\/td>\n<\/tr>\n
253<\/td>\nFIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM
FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS <\/td>\n<\/tr>\n
254<\/td>\nFIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS
FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
EQUATION 7-13 <\/td>\n<\/tr>\n
255<\/td>\nEQUATION 7-14
EQUATION 7-15
EQUATION 7-16 <\/td>\n<\/tr>\n
256<\/td>\nFIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17 <\/td>\n<\/tr>\n
257<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE <\/td>\n<\/tr>\n
258<\/td>\nTABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
259<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
260<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
261<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
262<\/td>\nTABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
263<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
264<\/td>\nTABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] <\/td>\n<\/tr>\n
265<\/td>\nTABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL WEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)]
TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] <\/td>\n<\/tr>\n
266<\/td>\nTABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES <\/td>\n<\/tr>\n
267<\/td>\nTABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMING
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
268<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
270<\/td>\nTABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY <\/td>\n<\/tr>\n
271<\/td>\nSECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
272<\/td>\nSECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
274<\/td>\nCHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL <\/td>\n<\/tr>\n
275<\/td>\nSECTION 902 DEFINITIONS
SECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
277<\/td>\n[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
279<\/td>\n[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
281<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
284<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
286<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
SECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
287<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
289<\/td>\nEQUATION 9-1
EQUATION 9-2 <\/td>\n<\/tr>\n
295<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
296<\/td>\nEQUATION 9-3
EQUATION 9-4
SECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
297<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
298<\/td>\nSECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n
299<\/td>\nSECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 CARBON MONOXIDE DETECTION
SECTION 916 EMERGENCY RESPONDER RADIO COVERAGE <\/td>\n<\/tr>\n
300<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS <\/td>\n<\/tr>\n
301<\/td>\nSECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
302<\/td>\nSECTION 1004 OCCUPANT LOAD
TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
303<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
304<\/td>\nSECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
305<\/td>\nTABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
306<\/td>\nTABLE 1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY
TABLE 1006.3.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION <\/td>\n<\/tr>\n
307<\/td>\n1006.3.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
SECTION 1008 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
308<\/td>\nSECTION 1009 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
311<\/td>\nSECTION 1010 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
312<\/td>\nTABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS <\/td>\n<\/tr>\n
318<\/td>\nSECTION 1011 STAIRWAYS <\/td>\n<\/tr>\n
321<\/td>\nSECTION 1012 RAMPS <\/td>\n<\/tr>\n
322<\/td>\nSECTION 1013 EXIT SIGNS <\/td>\n<\/tr>\n
323<\/td>\nSECTION 1014 HANDRAILS <\/td>\n<\/tr>\n
325<\/td>\nSECTION 1015 GUARDS <\/td>\n<\/tr>\n
326<\/td>\nSECTION 1016 EXIT ACCESS <\/td>\n<\/tr>\n
327<\/td>\nSECTION 1017 EXIT ACCESS TRAVEL DISTANCE
TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
328<\/td>\nSECTION 1018 AISLES
SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
329<\/td>\nSECTION 1020 CORRIDORS
TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING
TABLE 1020.2 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
330<\/td>\nSECTION 1021 EGRESS BALCONIES <\/td>\n<\/tr>\n
331<\/td>\nSECTION 1022 EXITS
SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
333<\/td>\nSECTION 1024 EXIT PASSAGEWAYS
SECTION 1025 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
335<\/td>\nSECTION 1026 HORIZONTAL EXITS
SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
336<\/td>\nSECTION 1028 EXIT DISCHARGE <\/td>\n<\/tr>\n
337<\/td>\nSECTION 1029 ASSEMBLY <\/td>\n<\/tr>\n
338<\/td>\nTABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
341<\/td>\nTABLE 1029.12.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
344<\/td>\nSECTION 1030 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
346<\/td>\nCHAPTER 11 ACCESSIBILITY
SECTION 1101 GENERAL
SECTION 1102 DEFINITIONS
SECTION 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
347<\/td>\nSECTION 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
348<\/td>\nSECTION 1105 ACCESSIBLE ENTRANCES
SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES <\/td>\n<\/tr>\n
349<\/td>\nTABLE 1106.1 ACCESSIBLE PARKING SPACES
SECTION 1107 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
351<\/td>\nTABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
353<\/td>\nSECTION 1108 SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
354<\/td>\nTABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS <\/td>\n<\/tr>\n
355<\/td>\nTABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES <\/td>\n<\/tr>\n
356<\/td>\nSECTION 1109 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
358<\/td>\nTABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES <\/td>\n<\/tr>\n
359<\/td>\nSECTION 1110 RECREATIONAL FACILITIES <\/td>\n<\/tr>\n
360<\/td>\nTABLE 1110.4.9.1 BOAT SLIPS <\/td>\n<\/tr>\n
361<\/td>\nSECTION 1111 SIGNAGE <\/td>\n<\/tr>\n
362<\/td>\nSECTION 1112 CHILDREN\u2019S FEATURES <\/td>\n<\/tr>\n
364<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
365<\/td>\nTABLE 1203.3 INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n
366<\/td>\nSECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING <\/td>\n<\/tr>\n
367<\/td>\nSECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
368<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
370<\/td>\nCHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
372<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
373<\/td>\nSECTION 1404 MATERIALS <\/td>\n<\/tr>\n
374<\/td>\nSECTION 1405 INSTALLATION OF WALL COVERINGS
TABLE 1405.3.2 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
375<\/td>\nTABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
379<\/td>\nSECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
380<\/td>\nTABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
SECTION 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
382<\/td>\nTABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS <\/td>\n<\/tr>\n
383<\/td>\nSECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
384<\/td>\nSECTION 1410 PLASTIC COMPOSITE DECKING <\/td>\n<\/tr>\n
386<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
387<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.1.1 CLASSIFICATION OF ASPHALT SHINGLES <\/td>\n<\/tr>\n
388<\/td>\nTABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION
SECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
389<\/td>\nSECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
391<\/td>\nTABLE 1507.2.9.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
392<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
393<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
395<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
396<\/td>\nTABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
397<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
398<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
399<\/td>\nTABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
400<\/td>\nTABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
401<\/td>\nSECTION 1508 ROOF INSULATION
[BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK
SECTION 1510 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
404<\/td>\nSECTION 1511 REROOFING
SECTION 1512 PHOTOVOLTAIC PANELS AND MODULES <\/td>\n<\/tr>\n
406<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS
SECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
407<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
408<\/td>\nTABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
410<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
SECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
411<\/td>\nEQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
EQUATION 16-7
EQUATION 16-8
EQUATION 16-9
EQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16 <\/td>\n<\/tr>\n
412<\/td>\nEQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
EQUATION 16-22
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
413<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
414<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
416<\/td>\nEQUATION 16-23
TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR, KLL <\/td>\n<\/tr>\n
417<\/td>\nEQUATION 16-24
EQUATION 16-25
EQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32 <\/td>\n<\/tr>\n
419<\/td>\nSECTION 1608 SNOW LOADS
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
420<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
421<\/td>\nTABLE 1608.1 BASIC WIND SPEEDS <\/td>\n<\/tr>\n
422<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, Pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
423<\/td>\nFIGURE 1608.2\u2014continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
424<\/td>\nFIGURE 1609(A) STATE OF RHODE ISLAND WIND-BORNE DEBRIS COASTAL REGION OFFSET <\/td>\n<\/tr>\n
425<\/td>\nFIGURE 1609(B) FROST PROTECTION <\/td>\n<\/tr>\n
426<\/td>\nEQUATION 16-34 <\/td>\n<\/tr>\n
427<\/td>\nEQUATION 16-35 <\/td>\n<\/tr>\n
428<\/td>\nTABLE 1609.6.2 NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
429<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
430<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
431<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet a, b
SECTION 1610 SOIL LATERAL LOADS
SECTION 1611 RAIN LOADS
EQUATION 16-36 <\/td>\n<\/tr>\n
432<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD <\/td>\n<\/tr>\n
433<\/td>\n[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
434<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
435<\/td>\nSECTION 1613 EARTHQUAKE LOADS
EQUATION 16-37
EQUATION 16-38
EQUATION 16-39
EQUATION 16-40 <\/td>\n<\/tr>\n
436<\/td>\nTABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a
TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT FV a <\/td>\n<\/tr>\n
437<\/td>\nTABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION
TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
SECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
438<\/td>\nEQUATION 16-41
EQUATION 16-42 <\/td>\n<\/tr>\n
439<\/td>\nFIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
440<\/td>\nCHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
441<\/td>\nSECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
443<\/td>\nSECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
444<\/td>\nTABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
445<\/td>\nTABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
446<\/td>\nTABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
447<\/td>\nTABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
451<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
452<\/td>\nSECTION 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
454<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
456<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
457<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
459<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
460<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS <\/td>\n<\/tr>\n
461<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
462<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
463<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
464<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
465<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
466<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
467<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u02b9 C OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
468<\/td>\nTABLE 1808.8.2 MINIMUM CONCRETE COVER
SECTION 1809 SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
469<\/td>\nTABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
470<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
472<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
474<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
476<\/td>\nEQUATION 18-5
EQUATION 18-6
EQUATION 18-7
EQUATION 18-8 <\/td>\n<\/tr>\n
477<\/td>\nEQUATION 18-9
EQUATION 18-10
EQUATION 18-11 <\/td>\n<\/tr>\n
484<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
485<\/td>\nSECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
487<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS <\/td>\n<\/tr>\n
488<\/td>\nSECTION 1908 SHOTCRETE <\/td>\n<\/tr>\n
490<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS <\/td>\n<\/tr>\n
492<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
493<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
494<\/td>\nSECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE
SECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1
SECTION 2108 STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
495<\/td>\nSECTION 2109 EMPIRICAL DESIGN OF MASONRY
TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
EQUATION 21-2 <\/td>\n<\/tr>\n
496<\/td>\nTABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
497<\/td>\nSECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
499<\/td>\nFIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
500<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
503<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
504<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
506<\/td>\nCHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
507<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
508<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL
SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
510<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
514<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
515<\/td>\nTABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES <\/td>\n<\/tr>\n
516<\/td>\nTABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS <\/td>\n<\/tr>\n
517<\/td>\nTABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a, b (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a, b <\/td>\n<\/tr>\n
520<\/td>\nTABLE 2304.10.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
521<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
522<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
523<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
524<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
525<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
EQUATION 23-1 <\/td>\n<\/tr>\n
526<\/td>\nTABLE 2305.2(1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c
EQUATION 23-2
TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
527<\/td>\nSECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
528<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
TABLE 2308.2.1 ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n
529<\/td>\nTABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf <\/td>\n<\/tr>\n
530<\/td>\nTABLE 2306.2(1)\u2014continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf <\/td>\n<\/tr>\n
531<\/td>\nTABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
532<\/td>\nTABLE 2306.2(2)\u2014continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
533<\/td>\nTABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY <\/td>\n<\/tr>\n
534<\/td>\nTABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES <\/td>\n<\/tr>\n
536<\/td>\nTABLE 2308.4.1.1 (1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs) <\/td>\n<\/tr>\n
537<\/td>\nTABLE 2308.4.1.1(1)\u2014continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs)
TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs) <\/td>\n<\/tr>\n
538<\/td>\nTABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
539<\/td>\nTABLE 2308.4.2.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
540<\/td>\nTABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
541<\/td>\nTABLE 2308.4.2.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
542<\/td>\nFIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
543<\/td>\nFIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY <\/td>\n<\/tr>\n
544<\/td>\nTABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
545<\/td>\nTABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
546<\/td>\nFIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
547<\/td>\nTABLE 2308.6.1a WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
548<\/td>\nTABLE 2308.6.3(1) BRACING METHODS <\/td>\n<\/tr>\n
549<\/td>\nTABLE 2308.6.3(1)\u2014continued BRACING METHODS
TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING <\/td>\n<\/tr>\n
550<\/td>\nTABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.6.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
551<\/td>\nFIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) <\/td>\n<\/tr>\n
552<\/td>\nFIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n
553<\/td>\nFIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION <\/td>\n<\/tr>\n
554<\/td>\nFIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION <\/td>\n<\/tr>\n
555<\/td>\nFIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES
FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n
556<\/td>\nFIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
558<\/td>\nTABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
559<\/td>\nTABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
560<\/td>\nTABLE 2308.7.1(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
561<\/td>\nTABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
562<\/td>\nTABLE 2308.7.1(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
563<\/td>\nTABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
564<\/td>\nTABLE 2308.7.2(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
565<\/td>\nTABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
566<\/td>\nTABLE 2308.7.2(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
567<\/td>\nTABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
568<\/td>\nTABLE 2308.7.2(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
569<\/td>\nTABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
570<\/td>\nTABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
571<\/td>\nTABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
572<\/td>\nTABLE 2308.7.2(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
573<\/td>\nTABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
574<\/td>\nTABLE 2308.7.2(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
575<\/td>\nTABLE 2308.7.3.1 RAFTER TIE CONNECTIONSg <\/td>\n<\/tr>\n
576<\/td>\nTABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL <\/td>\n<\/tr>\n
577<\/td>\nTABLE 2308.7.12\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
SECTION 2310 NATIVE LUMBER <\/td>\n<\/tr>\n
578<\/td>\nTABLE 2310 NATIVE LUMBER ALLOWABLE STRESS <\/td>\n<\/tr>\n
580<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3 <\/td>\n<\/tr>\n
581<\/td>\nEQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATION 24-12 <\/td>\n<\/tr>\n
582<\/td>\nSECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
583<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
584<\/td>\nTABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
585<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
586<\/td>\nSECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
588<\/td>\nCHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS <\/td>\n<\/tr>\n
589<\/td>\nTABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
590<\/td>\nSECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
591<\/td>\nSECTION 2509 SHOWERS AND WATER CLOSETS
TABLE 2509.2 BACKERBOARD MATERIALS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
592<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
593<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER
SECTION 2514 REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
594<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
598<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
599<\/td>\nTABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
600<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
601<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
602<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
603<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
604<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 PLASTIC COMPOSITES
SECTION 2613 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
605<\/td>\nSECTION 2614 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
606<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
608<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
610<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES
[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
611<\/td>\n[P] TABLE 2902.1\u2014(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
612<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
614<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
615<\/td>\nSECTION 3003 EMERGENCY OPERATIONS
SECTION 3004 CONVEYING SYSTEMS
SECTION 3005 MACHINE ROOMS <\/td>\n<\/tr>\n
616<\/td>\nSECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
617<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
618<\/td>\nFIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
SECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
622<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
623<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
625<\/td>\nSECTION 3105 AWNINGS AND CANOPIES
SECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS <\/td>\n<\/tr>\n
626<\/td>\nSECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS
SECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 PHOTOVOLTAIC PANELS AND MODULES
SECTION 3112 FABRIC STRUCTURES <\/td>\n<\/tr>\n
628<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
630<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
631<\/td>\nSECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
632<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS <\/td>\n<\/tr>\n
633<\/td>\nSECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
634<\/td>\nCHAPTER 34 EXISTING STRUCTURES
SECTION 3401 GENERAL
SECTION 3402 DEFINITIONS
SECTION 3403 ADDITIONS <\/td>\n<\/tr>\n
635<\/td>\nSECTION 3404 ALTERATIONS <\/td>\n<\/tr>\n
636<\/td>\nSECTION 3405 REPAIRS <\/td>\n<\/tr>\n
637<\/td>\nSECTION 3406 FIRE ESCAPES
SECTION 3407 GLASS REPLACEMENT
SECTION 3408 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
638<\/td>\nSECTION 3409 HISTORIC BUILDINGS
SECTION 3410 MOVED STRUCTURES
SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
639<\/td>\nTABLE 3411.8.5 RAMPS <\/td>\n<\/tr>\n
640<\/td>\nSECTION 3412 COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
641<\/td>\nEQUATION 34-1
EQUATION 34-2 <\/td>\n<\/tr>\n
642<\/td>\nEQUAITON 34-3
EQUATION 34-4
TABLE 3412.6.3 COMPARTMENTATION VALUES
TABLE 3412.6.4 SEPARATION VALUES <\/td>\n<\/tr>\n
643<\/td>\nTABLE 3412.6.5 CORRIDOR WALL VALUES
TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 3412.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 34-5 <\/td>\n<\/tr>\n
644<\/td>\nTABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES
TABLE 3412.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
645<\/td>\nTABLE 3412.6.11 MEANS OF EGRESS VALUES
TABLE 3412.6.12 DEAD-END VALUES
EQUATION 34-6 <\/td>\n<\/tr>\n
646<\/td>\nTABLE 3412.6.14 ELEVATOR CONTROL VALUES
TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
TABLE 3412.6.16 MIXED OCCUPANCY VALUESa
TABLE 3412.6.17 SPRINKLER SYSTEM VALUES <\/td>\n<\/tr>\n
647<\/td>\nTABLE 3412.6.18 STANDPIPE SYSTEM VALUES
TABLE 3412.6.19 INCIDENTAL USE AREA VALUESa <\/td>\n<\/tr>\n
648<\/td>\nTABLE 3412.7 SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
649<\/td>\nTABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.9 EVALUATION FORMULASa <\/td>\n<\/tr>\n
650<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
651<\/td>\nAISC
AISI
ALI <\/td>\n<\/tr>\n
652<\/td>\nAMCA
ANSI
APA <\/td>\n<\/tr>\n
653<\/td>\nASABE
ASCE\/SEI <\/td>\n<\/tr>\n
654<\/td>\nASME
ASSE
ASTM <\/td>\n<\/tr>\n
660<\/td>\nAWC <\/td>\n<\/tr>\n
661<\/td>\nAWCI
AWPA
AWS
BHMA
CEN <\/td>\n<\/tr>\n
662<\/td>\nCGSB
CPA
CPSC
CSA <\/td>\n<\/tr>\n
663<\/td>\nCSSB
DASMA
DOC
DOL <\/td>\n<\/tr>\n
664<\/td>\nDOTn
FEMA
FM
GA <\/td>\n<\/tr>\n
665<\/td>\nHPVA
ICC <\/td>\n<\/tr>\n
666<\/td>\nISO
MHI
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
668<\/td>\nPCI
PTI
RMI <\/td>\n<\/tr>\n
669<\/td>\nSBCA
SDI
SJI
SPRI
TIA <\/td>\n<\/tr>\n
670<\/td>\nTMS
TPI
UL <\/td>\n<\/tr>\n
671<\/td>\nULC <\/td>\n<\/tr>\n
672<\/td>\nUSC
WCLIB
WDMA
WRI <\/td>\n<\/tr>\n
674<\/td>\nAPPENDIX A EMPLOYEE QUALIFICATIONS <\/td>\n<\/tr>\n
676<\/td>\nAPPENDIX B BOARD OF APPEALS <\/td>\n<\/tr>\n
678<\/td>\nAPPENDIX C GROUP U\u2014AGRICULTURAL BUILDINGS
SECTION C101 GENERAL
SECTION C102 ALLOWABLE HEIGHT AND AREA
TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY
SECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
680<\/td>\nAPPENDIX D FIRE DISTRICTS <\/td>\n<\/tr>\n
682<\/td>\nAPPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
SECTION E101 GENERAL
SECTION E102 DEFINITIONS
SECTION E103 ACCESSIBLE ROUTE
SECTION E104 SPECIAL OCCUPANCIES
TABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES <\/td>\n<\/tr>\n
683<\/td>\nSECTION E105 OTHER FEATURES AND FACILITIES
SECTION E106 TELEPHONES
TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n
684<\/td>\nSECTION E107 SIGNAGE
SECTION E108 BUS STOPS <\/td>\n<\/tr>\n
685<\/td>\nSECTION E109 TRANSPORTATION FACILITIES AND STATIONS
SECTION E110 AIRPORTS <\/td>\n<\/tr>\n
686<\/td>\nSECTION E111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
688<\/td>\nAPPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
690<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY
SECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n
691<\/td>\nSECTION G104 PERMITS <\/td>\n<\/tr>\n
692<\/td>\nSECTION G105 VARIANCES <\/td>\n<\/tr>\n
693<\/td>\nSECTION G201 DEFINITIONS
SECTION G301 SUBDIVISIONS
SECTION G401 SITE IMPROVEMENT <\/td>\n<\/tr>\n
694<\/td>\nSECTION G501 MANUFACTURED HOMES
SECTION G601 RECREATIONAL VEHICLES
SECTION G701 TANKS
SECTION G801 OTHER BUILDING WORK <\/td>\n<\/tr>\n
695<\/td>\nSECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U
SECTION G1101 REFERENCED STANDARDS <\/td>\n<\/tr>\n
696<\/td>\nAPPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION <\/td>\n<\/tr>\n
697<\/td>\nSECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS <\/td>\n<\/tr>\n
698<\/td>\nSECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
699<\/td>\nSECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS
TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-B THICKNESS OF PROJECTION SIGN
SECTION H115 REFERENCED STANDARDS <\/td>\n<\/tr>\n
700<\/td>\nAPPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITION
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
702<\/td>\nAPPENDIX J GRADING <\/td>\n<\/tr>\n
704<\/td>\nAPPENDIX K ADMINISTRATIVE PROVISIONS <\/td>\n<\/tr>\n
706<\/td>\nAPPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101 GENERAL <\/td>\n<\/tr>\n
708<\/td>\nAPPENDIX M TSUNAMI-GENERATED FLOOD HAZARD
SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD
SECTION M102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
710<\/td>\nINDEX <\/td>\n<\/tr>\n
748<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
749<\/td>\nICC MEMBERSHIP <\/td>\n<\/tr>\n
750<\/td>\nICC ASSESSMENT CENTER <\/td>\n<\/tr>\n
751<\/td>\nICC premiumACCESS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Rhode Island Building Code, 1st Printing<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
RI<\/b><\/a><\/td>\n2019<\/td>\n751<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":191194,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2782],"product_tag":[],"class_list":{"0":"post-191191","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-ri","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/191191","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/191194"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=191191"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=191191"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=191191"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}