{"id":10825,"date":"2024-10-16T20:33:20","date_gmt":"2024-10-16T20:33:20","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-international-building-code-ibc-2009\/"},"modified":"2024-10-24T11:24:33","modified_gmt":"2024-10-24T11:24:33","slug":"icc-international-building-code-ibc-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-international-building-code-ibc-2009\/","title":{"rendered":"ICC International Building Code (IBC) 2009"},"content":{"rendered":"

The scope of this code covers all buildings except detached one and two family dwellings and townhouses not more than 3 stories in height. This comprehensive code features time-tested safety concepts, structural, and fire and life safety provisions covering means of egress, interior finish requirements, comprehensive roof provisions, seismic engineering provisions, innovative construction technology, occupancy classifications, and the latest industry standards in material design. It is founded on broad-based principles that make possible the use of new materials and new building designs.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2009 IBC\u00ae INTERNATIONAL BUILDING CODE\u00ae
2009 IBC\u00ae INTERNATIONAL BUILDING CODE\u00ae <\/td>\n<\/tr>\n
2<\/td>\nIBC\u00ae INTERNATIONAL BUILDING CODE\u00ae 2009 TITLE PAGE
IBC\u00ae INTERNATIONAL BUILDING CODE\u00ae 2009 TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT
COPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE
PREFACE <\/td>\n<\/tr>\n
6<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE
EFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE <\/td>\n<\/tr>\n
16<\/td>\nORDINANCE
ORDINANCE <\/td>\n<\/tr>\n
18<\/td>\nTABLE OF CONTENTS
TABLE OF CONTENTS <\/td>\n<\/tr>\n
26<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
27<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
PART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
28<\/td>\nSECTION 105 PERMITS
SECTION 105 PERMITS <\/td>\n<\/tr>\n
30<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS
SECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
31<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES
SECTION 109 FEES <\/td>\n<\/tr>\n
32<\/td>\nSECTION 110 INSPECTIONS
SECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
33<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY
SECTION 111 CERTIFICATE OF OCCUPANCY
SECTION 112 SERVICE UTILITIES
SECTION 112 SERVICE UTILITIES
SECTION 113 BOARD OF APPEALS
SECTION 113 BOARD OF APPEALS <\/td>\n<\/tr>\n
34<\/td>\nSECTION 114 VIOLATIONS
SECTION 114 VIOLATIONS
SECTION 115 STOP WORK ORDER
SECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
36<\/td>\nCHAPTER 2 DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 201 GENERAL
SECTION 202 DEFINITIONS
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
48<\/td>\nCHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
49<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
50<\/td>\nSECTION 307 HIGH-HAZARD GROUP H
SECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
51<\/td>\n[F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p
[F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p <\/td>\n<\/tr>\n
52<\/td>\n[F] TABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p
[F] TABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p <\/td>\n<\/tr>\n
53<\/td>\n[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARDa, b, c, i
[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARDa, b, c, i <\/td>\n<\/tr>\n
58<\/td>\nSECTION 308 INSTITUTIONAL GROUP I
SECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
59<\/td>\nSECTION 309 MERCANTILE GROUP M
SECTION 309 MERCANTILE GROUP M <\/td>\n<\/tr>\n
60<\/td>\nSECTION 310 RESIDENTIAL GROUP R
SECTION 310 RESIDENTIAL GROUP R
SECTION 311 STORAGE GROUP S
SECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
61<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U
SECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
62<\/td>\nCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
EQUATION 4-1
EQUATION 4-1 <\/td>\n<\/tr>\n
65<\/td>\nSECTION 403 HIGH-RISE BUILDINGS
SECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
66<\/td>\nTABLE 403.2.4 MINIMUM BOND STRENGTH
TABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
68<\/td>\nSECTION 404 ATRIUMS
SECTION 404 ATRIUMS <\/td>\n<\/tr>\n
69<\/td>\nSECTION 405 UNDERGROUND BUILDINGS
SECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
70<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
72<\/td>\nTABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT
TABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
74<\/td>\nSECTION 407 GROUP I-2
SECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
75<\/td>\nSECTION 408 GROUP I-3
SECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
77<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS
SECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
78<\/td>\nSECTION 410 STAGES AND PLATFORMS
SECTION 410 STAGES AND PLATFORMS <\/td>\n<\/tr>\n
79<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS
SECTION 411 SPECIAL AMUSEMENT BUILDINGS <\/td>\n<\/tr>\n
80<\/td>\nSECTION 412 AIRCRAFT-RELATED OCCUPANCIES
SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.3.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
TABLE 412.3.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
82<\/td>\n[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa, b, c
[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa, b, c <\/td>\n<\/tr>\n
83<\/td>\nSECTION 413 COMBUSTIBLE STORAGE
SECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS
SECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
84<\/td>\n[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
85<\/td>\n[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 d, e, f
[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 d, e, f
TABLE [F] 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa
TABLE [F] 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa <\/td>\n<\/tr>\n
86<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa
[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa <\/td>\n<\/tr>\n
87<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
90<\/td>\n[F] TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
[F] TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
91<\/td>\nTABLE 415.3.1\u2014continued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
TABLE 415.3.1\u2014continued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
92<\/td>\n[F] TABLE 415.3.2 DETACHED BUILDING REQUIRED
[F] TABLE 415.3.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
94<\/td>\n[F] TABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
[F] TABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a <\/td>\n<\/tr>\n
99<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES
SECTION 416 APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
100<\/td>\nSECTION 417 DRYING ROOMS
SECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS
SECTION 418 ORGANIC COATINGS
SECTION 419 LIVE\/WORK UNITS
SECTION 419 LIVE\/WORK UNITS <\/td>\n<\/tr>\n
101<\/td>\nSECTION 420 GROUPS I-1, R-1, R-2, R-3
SECTION 420 GROUPS I-1, R-1, R-2, R-3
SECTION 421 HYDROGEN CUTOFF ROOMS
SECTION 421 HYDROGEN CUTOFF ROOMS <\/td>\n<\/tr>\n
102<\/td>\nSECTION 422 AMBULATORY HEALTH CARE FACILITIES
SECTION 422 AMBULATORY HEALTH CARE FACILITIES
SECTION 423 STORM SHELTERS
SECTION 423 STORM SHELTERS <\/td>\n<\/tr>\n
104<\/td>\nCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 502 DEFINITIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
SECTION 504 BUILDING HEIGHT
SECTION 504 BUILDING HEIGHT <\/td>\n<\/tr>\n
105<\/td>\nTABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREASa Building height limitations shown in feet above grade plane. Story limitations shown as stories above grade plane. Building area limitations shown in square feet, as determined by the definition of \u201cArea, building,\u201d\u009d per story
TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREASa Building height limitations shown in feet above grade plane. Story limitations shown as stories above grade plane. Building area limitations shown in square feet, as determined by the definition of \u201cArea, building,\u201d\u009d per story <\/td>\n<\/tr>\n
106<\/td>\nSECTION 505 MEZZANINES
SECTION 505 MEZZANINES <\/td>\n<\/tr>\n
107<\/td>\nSECTION 506 BUILDING AREA MODIFICATIONS
SECTION 506 BUILDING AREA MODIFICATIONS
EQUATION 5-1
EQUATION 5-1
EQUATION 5-2
EQUATION 5-2 <\/td>\n<\/tr>\n
108<\/td>\nSECTION 507 UNLIMITED AREA BUILDINGS
SECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
109<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY
SECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
110<\/td>\nTABLE 508.2.5 INCIDENTAL ACCESSORY OCCUPANCIES
TABLE 508.2.5 INCIDENTAL ACCESSORY OCCUPANCIES <\/td>\n<\/tr>\n
111<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) <\/td>\n<\/tr>\n
112<\/td>\nSECTION 509 SPECIAL PROVISIONS
SECTION 509 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
114<\/td>\nCHAPTER 6 TYPES OF CONSTRUCTION
CHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
SECTION 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours)
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours)
SECTION 602 CONSTRUCTION CLASSIFICATION
SECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
115<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, e
TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, e
TABLE 602.4 WOOD MEMBER SIZE
TABLE 602.4 WOOD MEMBER SIZE <\/td>\n<\/tr>\n
116<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n
118<\/td>\nCHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 701 GENERAL
SECTION 702 DEFINITIONS
SECTION 702 DEFINITIONS <\/td>\n<\/tr>\n
119<\/td>\nSECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
120<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
122<\/td>\nSECTION 705 EXTERIOR WALLS
SECTION 705 EXTERIOR WALLS
EQUATION 7-1
EQUATION 7-1 <\/td>\n<\/tr>\n
123<\/td>\nFIGURE 705.7 EQUIVALENT OPENING FACTOR
FIGURE 705.7 EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n
124<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
125<\/td>\nEQUATION 7-20
EQUATION 7-20 <\/td>\n<\/tr>\n
126<\/td>\nSECTION 706 FIRE WALLS
SECTION 706 FIRE WALLS
TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
128<\/td>\nSECTION 707 FIRE BARRIERS
SECTION 707 FIRE BARRIERS
TABLE 707.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
TABLE 707.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
129<\/td>\nSECTION 708 SHAFT ENCLOSURES
SECTION 708 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
132<\/td>\nSECTION 709 FIRE PARTITIONS
SECTION 709 FIRE PARTITIONS <\/td>\n<\/tr>\n
133<\/td>\nSECTION 710 SMOKE BARRIERS
SECTION 710 SMOKE BARRIERS <\/td>\n<\/tr>\n
134<\/td>\nSECTION 711 SMOKE PARTITIONS
SECTION 711 SMOKE PARTITIONS
SECTION 712 HORIZONTAL ASSEMBLIES
SECTION 712 HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
135<\/td>\nSECTION 713 PENETRATIONS
SECTION 713 PENETRATIONS <\/td>\n<\/tr>\n
138<\/td>\nSECTION 714 FIRE-RESISTANT JOINT SYSTEMS
SECTION 714 FIRE-RESISTANT JOINT SYSTEMS
SECTION 715 OPENING PROTECTIVES
SECTION 715 OPENING PROTECTIVES <\/td>\n<\/tr>\n
139<\/td>\nTABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS
TABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
142<\/td>\nTABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
TABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
TABLE 715.5.4 LIMITING SIZES OF WIRED GLASS PANELS
TABLE 715.5.4 LIMITING SIZES OF WIRED GLASS PANELS
SECTION 716 DUCTS AND AIR TRANSFER OPENINGS
SECTION 716 DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n
143<\/td>\nTABLE 716.3.2.1 FIRE DAMPER RATING
TABLE 716.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
146<\/td>\nSECTION 717 CONCEALED SPACES
SECTION 717 CONCEALED SPACES <\/td>\n<\/tr>\n
149<\/td>\nSECTION 718 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 718 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS
SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
150<\/td>\nSECTION 720 PRESCRIPTIVE FIRE RESISTANCE
SECTION 720 PRESCRIPTIVE FIRE RESISTANCE
SECTION 721 CALCULATED FIRE RESISTANCE
SECTION 721 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
151<\/td>\nTABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
TABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
152<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
TABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
153<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
TABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
154<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
TABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
155<\/td>\nTABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
TABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
156<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
TABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
157<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
TABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
158<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
TABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
159<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
TABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
160<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
TABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
161<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
TABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
162<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
TABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
163<\/td>\nTABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
TABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
164<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
165<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
166<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
167<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
168<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
169<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
170<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
171<\/td>\nTABLE 721.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
TABLE 721.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING <\/td>\n<\/tr>\n
172<\/td>\nEQUATION 7-3
EQUATION 7-3
FIGURE 721.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
FIGURE 721.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
EQUATION 7-4
EQUATION 7-4
TABLE 721.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 721.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 <\/td>\n<\/tr>\n
173<\/td>\nTABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R O.59
TABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R O.59
FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION <\/td>\n<\/tr>\n
174<\/td>\nTABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
175<\/td>\nTABLE 721.2.2.1 MINIMUM SLAB THICKNESS (inches)
TABLE 721.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 721.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
FIGURE 721.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
EQUATION 7-5
EQUATION 7-5
FIGURE 721.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
FIGURE 721.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
FIGURE 721.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
FIGURE 721.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
176<\/td>\nFIGURE 721.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 721.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 721.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 721.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES <\/td>\n<\/tr>\n
177<\/td>\nTABLE 721.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 721.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 721.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH
TABLE 721.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH <\/td>\n<\/tr>\n
178<\/td>\nTABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
TABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
TABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
TABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) <\/td>\n<\/tr>\n
179<\/td>\nEQUATION 7-6
EQUATION 7-6
TABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d
TABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d <\/td>\n<\/tr>\n
180<\/td>\nEQUATION 7-7
EQUATION 7-7
TABLE 721.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 721.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 721.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches)
TABLE 721.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches)
EQUATION 7-8
EQUATION 7-8 <\/td>\n<\/tr>\n
181<\/td>\nTABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 721.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
TABLE 721.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
EQUATION 7-9
EQUATION 7-9
EQUATION 7-10
EQUATION 7-10 <\/td>\n<\/tr>\n
182<\/td>\nTABLE 721.4.1(3) VALUES OF Rn0.59
TABLE 721.4.1(3) VALUES OF Rn0.59
TABLE 721.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 721.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 721.4.1(5) REINFORCED MASONRY LINTELS
TABLE 721.4.1(5) REINFORCED MASONRY LINTELS
TABLE 721.4.1(6) REINFORCED CLAY MASONRY COLUMNS
TABLE 721.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-11
EQUATION 7-11 <\/td>\n<\/tr>\n
183<\/td>\nFIGURE 721.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
FIGURE 721.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
EQUATION 7-12
EQUATION 7-12
FIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS <\/td>\n<\/tr>\n
184<\/td>\nEQUATION 7-13
EQUATION 7-13
FIGURE 721.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM
FIGURE 721.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM
FIGURE 721.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 721.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 721.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
FIGURE 721.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS <\/td>\n<\/tr>\n
185<\/td>\nEQUATION 7-14
EQUATION 7-14
EQUATION 7-15
EQUATION 7-15
FIGURE 721.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b
FIGURE 721.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b
EQUATION 7-16
EQUATION 7-16 <\/td>\n<\/tr>\n
186<\/td>\nFIGURE 721.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
FIGURE 721.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17
EQUATION 7-17 <\/td>\n<\/tr>\n
187<\/td>\nTABLE 721.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 721.5.1(1) W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
188<\/td>\nTABLE 721.5.1(2) PROPERTIES OF CONCRETE
TABLE 721.5.1(2) PROPERTIES OF CONCRETE
TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS <\/td>\n<\/tr>\n
189<\/td>\nTABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
TABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
190<\/td>\nTABLE 721.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
TABLE 721.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
191<\/td>\nTABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
TABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
192<\/td>\nTABLE 721.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
TABLE 721.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
193<\/td>\nTABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
TABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
194<\/td>\nTABLE 721.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)]
TABLE 721.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)]
TABLE 721.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)]
TABLE 721.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)] <\/td>\n<\/tr>\n
195<\/td>\nTABLE 721.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa[FIGURE 721.5.1(6)(a)]
TABLE 721.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa[FIGURE 721.5.1(6)(a)]
TABLE 721.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)]
TABLE 721.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)] <\/td>\n<\/tr>\n
196<\/td>\nTABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d
TABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d <\/td>\n<\/tr>\n
197<\/td>\nTABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a, b, c
TABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a, b, c
TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 721.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 721.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 721.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
TABLE 721.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
198<\/td>\nEQUATION 7-18
EQUATION 7-18
EQUATION 7-19
EQUATION 7-19
EQUATION 7-20
EQUATION 7-20
EQUATION 7-21
EQUATION 7-21
FIGURE 721.6.3(1) LOAD FIGURE
FIGURE 721.6.3(1) LOAD FIGURE
FIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS
FIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS <\/td>\n<\/tr>\n
200<\/td>\nCHAPTER 8 INTERIOR FINISHES
CHAPTER 8 INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
202<\/td>\nTABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
203<\/td>\nSECTION 804 INTERIOR FLOOR FINISH
SECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
[F] SECTION 806 DECORATIVE MATERIALS AND TRIM
[F] SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
204<\/td>\nSECTION 807 INSULATION
SECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
206<\/td>\nCHAPTER 9 FIRE PROTECTION SYSTEMS
CHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 901 GENERAL
SECTION 902 DEFINITIONS
SECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
209<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS
SECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
210<\/td>\n[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
212<\/td>\n[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
213<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
215<\/td>\nSECTION 905 STANDPIPE SYSTEMS
SECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
217<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
SECTION 906 PORTABLE FIRE EXTINGUISHERS
[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE
[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE <\/td>\n<\/tr>\n
218<\/td>\n[F] TABLE 906.1\u2014continued ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE
[F] TABLE 906.1\u2014continued ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE
[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS <\/td>\n<\/tr>\n
219<\/td>\n[F] TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH
[F] TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH
SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
SECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
228<\/td>\n[F] TABLE 907.5.2.3.3 VISIBLE ALARMS
[F] TABLE 907.5.2.3.3 VISIBLE ALARMS <\/td>\n<\/tr>\n
229<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS
SECTION 908 EMERGENCY ALARM SYSTEMS
SECTION 909 SMOKE CONTROL SYSTEMS
SECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
231<\/td>\nEQUATION 9-1
EQUATION 9-1
EQUATION 9-2
EQUATION 9-2 <\/td>\n<\/tr>\n
232<\/td>\nEQUATION 9-3
EQUATION 9-3 <\/td>\n<\/tr>\n
236<\/td>\nSECTION 910 SMOKE AND HEAT VENTS
SECTION 910 SMOKE AND HEAT VENTS <\/td>\n<\/tr>\n
237<\/td>\n[F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa
[F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa <\/td>\n<\/tr>\n
238<\/td>\nEQUATION 9-4
EQUATION 9-4
SECTION 911 FIRE COMMAND CENTER
SECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
239<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS
SECTION 912 FIRE DEPARTMENT CONNECTIONS
SECTION 913 FIRE PUMPS
SECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n
240<\/td>\nSECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE
SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE <\/td>\n<\/tr>\n
242<\/td>\nCHAPTER 10 MEANS OF EGRESS
CHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS
SECTION 1002 DEFINITIONS <\/td>\n<\/tr>\n
243<\/td>\nSECTION 1003 GENERAL MEANS OF EGRESS
SECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
244<\/td>\nSECTION 1004 OCCUPANT LOAD
SECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
245<\/td>\nTABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
246<\/td>\nSECTION 1005 EGRESS WIDTH
SECTION 1005 EGRESS WIDTH
SECTION 1006 MEANS OF EGRESS ILLUMINATION
SECTION 1006 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
247<\/td>\nSECTION 1007 ACCESSIBLE MEANS OF EGRESS
SECTION 1007 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
249<\/td>\nSECTION 1008 DOORS, GATES AND TURNSTILES
SECTION 1008 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
250<\/td>\nTABLE 1008.1.4.1 REVOLVING DOOR SPEEDS
TABLE 1008.1.4.1 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
255<\/td>\nSECTION 1009 STAIRWAYS
SECTION 1009 STAIRWAYS <\/td>\n<\/tr>\n
258<\/td>\nSECTION 1010 RAMPS
SECTION 1010 RAMPS <\/td>\n<\/tr>\n
259<\/td>\nSECTION 1011 EXIT SIGNS
SECTION 1011 EXIT SIGNS <\/td>\n<\/tr>\n
260<\/td>\nSECTION 1012 HANDRAILS
SECTION 1012 HANDRAILS <\/td>\n<\/tr>\n
261<\/td>\nSECTION 1013 GUARDS
SECTION 1013 GUARDS <\/td>\n<\/tr>\n
262<\/td>\nSECTION 1014 EXIT ACCESS
SECTION 1014 EXIT ACCESS <\/td>\n<\/tr>\n
263<\/td>\nSECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
264<\/td>\nTABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
265<\/td>\nSECTION 1016 EXIT ACCESS TRAVEL DISTANCE
SECTION 1016 EXIT ACCESS TRAVEL DISTANCE
TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa
TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa
SECTION 1017 AISLES
SECTION 1017 AISLES <\/td>\n<\/tr>\n
266<\/td>\nSECTION 1018 CORRIDORS
SECTION 1018 CORRIDORS
TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING
TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
267<\/td>\nSECTION 1019 EGRESS BALCONIES
SECTION 1019 EGRESS BALCONIES <\/td>\n<\/tr>\n
268<\/td>\nSECTION 1020 EXITS
SECTION 1020 EXITS
SECTION 1021 NUMBER OF EXITS AND CONTINUITY
SECTION 1021 NUMBER OF EXITS AND CONTINUITY
TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD
TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD
TABLE 1021.2 STORIES WITH ONE EXIT
TABLE 1021.2 STORIES WITH ONE EXIT <\/td>\n<\/tr>\n
269<\/td>\nSECTION 1022 EXIT ENCLOSURES
SECTION 1022 EXIT ENCLOSURES <\/td>\n<\/tr>\n
270<\/td>\nSECTION 1023 EXIT PASSAGEWAYS
SECTION 1023 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
271<\/td>\nSECTION 1024 LUMINOUS EGRESS PATH MARKINGS
SECTION 1024 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
272<\/td>\nSECTION 1025 HORIZONTAL EXITS
SECTION 1025 HORIZONTAL EXITS <\/td>\n<\/tr>\n
273<\/td>\nSECTION 1026 EXTERIOR EXIT RAMPS AND STAIRWAYS
SECTION 1026 EXTERIOR EXIT RAMPS AND STAIRWAYS <\/td>\n<\/tr>\n
274<\/td>\nSECTION 1027 EXIT DISCHARGE
SECTION 1027 EXIT DISCHARGE <\/td>\n<\/tr>\n
275<\/td>\nSECTION 1028 ASSEMBLY
SECTION 1028 ASSEMBLY <\/td>\n<\/tr>\n
276<\/td>\nTABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY
TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
278<\/td>\nTABLE 1028.10.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
TABLE 1028.10.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
279<\/td>\nSECTION 1029 EMERGENCY ESCAPE AND RESCUE
SECTION 1029 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
282<\/td>\nCHAPTER 11 ACCESSIBILITY
CHAPTER 11 ACCESSIBILITY
SECTION 1101 GENERAL
SECTION 1101 GENERAL
SECTION 1102 DEFINITIONS
SECTION 1102 DEFINITIONS
SECTION 1103 SCOPING REQUIREMENTS
SECTION 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
283<\/td>\nSECTION 1104 ACCESSIBLE ROUTE
SECTION 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
284<\/td>\nSECTION 1105 ACCESSIBLE ENTRANCES
SECTION 1105 ACCESSIBLE ENTRANCES <\/td>\n<\/tr>\n
285<\/td>\nSECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
TABLE 1106.1 ACCESSIBLE PARKING SPACES
TABLE 1106.1 ACCESSIBLE PARKING SPACES
SECTION 1107 DWELLING UNITS AND SLEEPING UNITS
SECTION 1107 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
287<\/td>\nTABLE 1107.6.1.1 ACCESSIBLE DWELLING AND SLEEPING UNITS
TABLE 1107.6.1.1 ACCESSIBLE DWELLING AND SLEEPING UNITS <\/td>\n<\/tr>\n
289<\/td>\nSECTION 1108 SPECIAL OCCUPANCIES
SECTION 1108 SPECIAL OCCUPANCIES
TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES <\/td>\n<\/tr>\n
290<\/td>\nTABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES
TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES <\/td>\n<\/tr>\n
291<\/td>\nSECTION 1109 OTHER FEATURES AND FACILITIES
SECTION 1109 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
293<\/td>\nTABLE 1109.11.2 ACCESSIBLE CHECK-OUT AISLES
TABLE 1109.11.2 ACCESSIBLE CHECK-OUT AISLES <\/td>\n<\/tr>\n
294<\/td>\nSECTION 1110 SIGNAGE
SECTION 1110 SIGNAGE <\/td>\n<\/tr>\n
296<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
CHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
297<\/td>\nSECTION 1204 TEMPERATURE CONTROL
SECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING
SECTION 1205 LIGHTING <\/td>\n<\/tr>\n
298<\/td>\nSECTION 1206 YARDS OR COURTS
SECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
299<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 SURROUNDING MATERIALS
SECTION 1210 SURROUNDING MATERIALS <\/td>\n<\/tr>\n
300<\/td>\nCHAPTER 13 ENERGY EFFICIENCY
CHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
302<\/td>\nCHAPTER 14 EXTERIOR WALLS
CHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
303<\/td>\nSECTION 1404 MATERIALS
SECTION 1404 MATERIALS <\/td>\n<\/tr>\n
304<\/td>\nSECTION 1405 INSTALLATION OF WALL COVERINGS
SECTION 1405 INSTALLATION OF WALL COVERINGS
TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
TABLE 1405.3.1 CLASS III VAPOR RETARDERS
TABLE 1405.3.1 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
308<\/td>\nSECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS
TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS <\/td>\n<\/tr>\n
309<\/td>\nSECTION 1407 METAL COMPOSITE MATERIALS (MCM)
SECTION 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
310<\/td>\nSECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) <\/td>\n<\/tr>\n
312<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
SECTION 1502 DEFINITIONS
SECTION 1503 WEATHER PROTECTION
SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
313<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS
SECTION 1504 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
314<\/td>\nTABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION
TABLE 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
SECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
SECTION 1506 MATERIALS
SECTION 1506 MATERIALS <\/td>\n<\/tr>\n
315<\/td>\nSECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
TABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a
TABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a
TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161
TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 <\/td>\n<\/tr>\n
316<\/td>\nTABLE 1507.2.9.2 VALLEY LINING MATERIAL
TABLE 1507.2.9.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
318<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c
TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c <\/td>\n<\/tr>\n
319<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
320<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP
TABLE 1507.7.6 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
321<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
322<\/td>\nTABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
323<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
324<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
SECTION 1508 ROOF INSULATION
SECTION 1508 ROOF INSULATION
TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION <\/td>\n<\/tr>\n
325<\/td>\nSECTION 1509 ROOFTOP STRUCTURES
SECTION 1509 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
326<\/td>\nSECTION 1510 REROOFING
SECTION 1510 REROOFING <\/td>\n<\/tr>\n
328<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
CHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS
SECTION 1602 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
329<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS
SECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
330<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS
SECTION 1604 GENERAL DESIGN REQUIREMENTS
TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i
TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i <\/td>\n<\/tr>\n
332<\/td>\nTABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES
TABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
333<\/td>\nSECTION 1605 LOAD COMBINATIONS
SECTION 1605 LOAD COMBINATIONS
EQUATION 16-1
EQUATION 16-1
EQUATION 16-2
EQUATION 16-2
EQUATION 16-3
EQUATION 16-3
EQUATION 16-4
EQUATION 16-4
EQUATION 16-5
EQUATION 16-5
EQUATION 16-6
EQUATION 16-6
EQUATION 16-7
EQUATION 16-7
EQUATION 16-8
EQUATION 16-8
EQUATION 16-9
EQUATION 16-9
EQUATION 16-10
EQUATION 16-10
EQUATION 16-11
EQUATION 16-11
EQUATION 16-12
EQUATION 16-12
EQUATION 16-13
EQUATION 16-13
EQUATION 16-14
EQUATION 16-14
EQUATION 16-15
EQUATION 16-15 <\/td>\n<\/tr>\n
334<\/td>\nEQUATION 16-16
EQUATION 16-16
EQUATION 16-17
EQUATION 16-17
EQUATION 16-18
EQUATION 16-18
EQUATION 16-19
EQUATION 16-19
EQUATION 16-20
EQUATION 16-20
EQUATION 16-21
EQUATION 16-21
SECTION 1606 DEAD LOADS
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
335<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
336<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS
TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS <\/td>\n<\/tr>\n
337<\/td>\nEQUATION 16-22
EQUATION 16-22
TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL
TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL <\/td>\n<\/tr>\n
338<\/td>\nEQUATION 16-23
EQUATION 16-23
EQUATION 16-24
EQUATION 16-24
EQUATION 16-25
EQUATION 16-25 <\/td>\n<\/tr>\n
339<\/td>\nEQUATION 16-26
EQUATION 16-26
EQUATION 16-27
EQUATION 16-27
EQUATION 16-28
EQUATION 16-28
EQUATION 16-29
EQUATION 16-29
EQUATION 16-30
EQUATION 16-30
EQUATION 16-31
EQUATION 16-31 <\/td>\n<\/tr>\n
340<\/td>\nSECTION 1608 SNOW LOADS
SECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS
SECTION 1609 WIND LOADS
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
341<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
342<\/td>\nFIGURE 1608.2\u2013continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
FIGURE 1608.2\u2013continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
344<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d
TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d
EQUATION 16-32
EQUATION 16-32
TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDSa, b, c
TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDSa, b, c <\/td>\n<\/tr>\n
345<\/td>\nFIGURE 1609 BASIC WIND SPEED (3-SECOND GUST)
FIGURE 1609 BASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
346<\/td>\nFIGURE 1609\u2014continued BASIC WIND SPEED (3-SECOND GUST)
FIGURE 1609\u2014continued BASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
347<\/td>\nFIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) WESTERN GULF OF MEXICO HURRICANE COASTLINE
FIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) WESTERN GULF OF MEXICO HURRICANE COASTLINE <\/td>\n<\/tr>\n
348<\/td>\nFIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE
FIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE <\/td>\n<\/tr>\n
349<\/td>\nFIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE
FIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE <\/td>\n<\/tr>\n
350<\/td>\nEQUATION 16-33
EQUATION 16-33 <\/td>\n<\/tr>\n
351<\/td>\nEQUATION 16-34
EQUATION 16-34
TABLE 1609.6.2(1) WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEETa
TABLE 1609.6.2(1) WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEETa <\/td>\n<\/tr>\n
352<\/td>\nTABLE 1609.6.2(2) NET PRESSURE COEFFICIENTS, Cneta, b
TABLE 1609.6.2(2) NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
353<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b
TABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
354<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b
TABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
355<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b
TABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
356<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b
TABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b
SECTION 1610 SOIL LATERAL LOADS
SECTION 1610 SOIL LATERAL LOADS <\/td>\n<\/tr>\n
357<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
TABLE 1610.1 LATERAL SOIL LOAD
SECTION 1611 RAIN LOADS
SECTION 1611 RAIN LOADS
EQUATION 16-35
EQUATION 16-35 <\/td>\n<\/tr>\n
358<\/td>\n[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
359<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
360<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
361<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
362<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
363<\/td>\nSECTION 1612 FLOOD LOADS
SECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
365<\/td>\nSECTION 1613 EARTHQUAKE LOADS
SECTION 1613 EARTHQUAKE LOADS
EQUATION 16-36
EQUATION 16-36
EQUATION 16-37
EQUATION 16-37 <\/td>\n<\/tr>\n
366<\/td>\nTABLE 1613.5.2 SITE CLASS DEFINITIONS
TABLE 1613.5.2 SITE CLASS DEFINITIONS
TABLE 1613.5.3(1) VALUES OF SITE COEFFICIENT Faa
TABLE 1613.5.3(1) VALUES OF SITE COEFFICIENT Faa
TABLE 1613.5.3(2) VALUES OF SITE COEFFICIENT FVa
TABLE 1613.5.3(2) VALUES OF SITE COEFFICIENT FVa <\/td>\n<\/tr>\n
367<\/td>\nEQUATION 16-38
EQUATION 16-38
EQUATION 16-39
EQUATION 16-39
EQUATION 16-40
EQUATION 16-40
EQUATION 16-41
EQUATION 16-41
EQUATION 16-42
EQUATION 16-42
EQUATION 16-43
EQUATION 16-43
TABLE 1613.5.5 SITE CLASSIFICATIONa
TABLE 1613.5.5 SITE CLASSIFICATIONa <\/td>\n<\/tr>\n
368<\/td>\nTABLE 1613.5.6(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD RESPONSE ACCELERATIONS
TABLE 1613.5.6(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD RESPONSE ACCELERATIONS
TABLE 1613.5.6(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
TABLE 1613.5.6(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
370<\/td>\nEQUATION 16-44
EQUATION 16-44
EQUATION 16-45
EQUATION 16-45
SECTION 1614 STRUCTURAL INTEGRITY
SECTION 1614 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
371<\/td>\nEQUATION 16-46
EQUATION 16-46
EQUATION 16-47
EQUATION 16-47 <\/td>\n<\/tr>\n
373<\/td>\nFIGURE 1613.5(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
374<\/td>\nFIGURE 1613.5(1)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(1)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
375<\/td>\nFIGURE 1613.5(2) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(2) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
376<\/td>\nFIGURE 1613.5(2)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(2)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
377<\/td>\nFIGURE 1613.5(3) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(3) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
378<\/td>\nFIGURE 1613.5(3)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(3)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
379<\/td>\nFIGURE 1613.5(4) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(4) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
380<\/td>\nFIGURE 1613.5(4)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(4)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
381<\/td>\nFIGURE 1613.5(5) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(5) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
382<\/td>\nFIGURE 1613.5(6) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(6) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
383<\/td>\nFIGURE 1613.5(7) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(7) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
384<\/td>\nFIGURE 1613.5(8) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(8) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
385<\/td>\nFIGURE 1613.5(9) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(9) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
386<\/td>\nFIGURE 1613.5(10) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(10) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
387<\/td>\nFIGURE 1613.5(11) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(11) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
388<\/td>\nFIGURE 1613.5(12) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(12) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
389<\/td>\nFIGURE 1613.5(13) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS, ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(13) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS, ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
390<\/td>\nFIGURE 1613.5(14) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.5(14) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
391<\/td>\nFIGURE 1614.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
FIGURE 1614.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
392<\/td>\nCHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS
CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 GENERAL
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
393<\/td>\nSECTION 1704 SPECIAL INSPECTIONS
SECTION 1704 SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
395<\/td>\nTABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
396<\/td>\nTABLE 1704.3\u2014continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
TABLE 1704.3\u2014continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
397<\/td>\nTABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
399<\/td>\nTABLE 1704.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
TABLE 1704.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
400<\/td>\nTABLE 1704.5.1\u2014continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
TABLE 1704.5.1\u2014continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
401<\/td>\nTABLE 1704.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
TABLE 1704.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
402<\/td>\nTABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1704.9 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
TABLE 1704.9 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
404<\/td>\nSECTION 1705 STATEMENT OF SPECIAL INSPECTIONS
SECTION 1705 STATEMENT OF SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
406<\/td>\nSECTION 1706 SPECIAL INSPECTIONS FORWIND REQUIREMENTS
SECTION 1706 SPECIAL INSPECTIONS FORWIND REQUIREMENTS
SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
407<\/td>\nSECTION 1708 STRUCTURAL TESTING FORSEISMIC RESISTANCE
SECTION 1708 STRUCTURAL TESTING FORSEISMIC RESISTANCE <\/td>\n<\/tr>\n
408<\/td>\nSECTION 1709 CONTRACTOR RESPONSIBILITY
SECTION 1709 CONTRACTOR RESPONSIBILITY
SECTION 1710 STRUCTURAL OBSERVATIONS
SECTION 1710 STRUCTURAL OBSERVATIONS
SECTION 1711 DESIGN STRENGTHS OF MATERIALS
SECTION 1711 DESIGN STRENGTHS OF MATERIALS
SECTION 1712 ALTERNATIVE TEST PROCEDURE
SECTION 1712 ALTERNATIVE TEST PROCEDURE <\/td>\n<\/tr>\n
409<\/td>\nSECTION 1713 TEST SAFE LOAD
SECTION 1713 TEST SAFE LOAD
SECTION 1714 IN-SITU LOAD TESTS
SECTION 1714 IN-SITU LOAD TESTS
SECTION 1715 PRECONSTRUCTION LOAD TESTS
SECTION 1715 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
410<\/td>\nSECTION 1716 MATERIAL AND TEST STANDARDS
SECTION 1716 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
412<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
CHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
414<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL
SECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
415<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING
SECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
416<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
417<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
418<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
419<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c
TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c <\/td>\n<\/tr>\n
420<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHESa, b, c
TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHESa, b, c <\/td>\n<\/tr>\n
421<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES a, b, c
TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES a, b, c <\/td>\n<\/tr>\n
422<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHESa, b, c
TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHESa, b, c <\/td>\n<\/tr>\n
423<\/td>\nEQUATION 18-1
EQUATION 18-1
EQUATION 18-2
EQUATION 18-2
EQUATION 18-3
EQUATION 18-3
SECTION 1808 FOUNDATIONS
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
425<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
426<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\u00cc\u2022 C OF CONCRETE OR GROUT
TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\u00cc\u2022 C OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER
TABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
427<\/td>\nSECTION 1809 SHALLOW FOUNDATIONS
SECTION 1809 SHALLOW FOUNDATIONS
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e <\/td>\n<\/tr>\n
428<\/td>\nSECTION 1810 DEEP FOUNDATIONS
SECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
431<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
432<\/td>\nEQUATION 18-4
EQUATION 18-4 <\/td>\n<\/tr>\n
434<\/td>\nEQUATION 18-5
EQUATION 18-5 <\/td>\n<\/tr>\n
435<\/td>\nEQUATION 18-6
EQUATION 18-6
EQUATION 18-7
EQUATION 18-7
EQUATION 18-8
EQUATION 18-8
EQUATION 18-9
EQUATION 18-9
EQUATION 18-10
EQUATION 18-10
EQUATION 18-11
EQUATION 18-11 <\/td>\n<\/tr>\n
442<\/td>\nCHAPTER 19 CONCRETE
CHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS
SECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
443<\/td>\nTABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f \u00cc\u2022 c)
TABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f \u00cc\u2022 c)
FIGURE 1904.3 WEATHERING PROBABILITY MAP FOR CONCRETEa, b, c
FIGURE 1904.3 WEATHERING PROBABILITY MAP FOR CONCRETEa, b, c <\/td>\n<\/tr>\n
444<\/td>\nSECTION 1905 CONCRETE QUALITY, MIXING AND PLACING
SECTION 1905 CONCRETE QUALITY, MIXING AND PLACING <\/td>\n<\/tr>\n
445<\/td>\nSECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
SECTION 1907 DETAILS OF REINFORCEMENT
SECTION 1907 DETAILS OF REINFORCEMENT
SECTION 1908 MODIFICATIONS TO ACI 318
SECTION 1908 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
448<\/td>\nSECTION 1909 STRUCTURAL PLAIN CONCRETE
SECTION 1909 STRUCTURAL PLAIN CONCRETE
SECTION 1910 MINIMUM SLAB PROVISIONS
SECTION 1910 MINIMUM SLAB PROVISIONS <\/td>\n<\/tr>\n
449<\/td>\nSECTION 1911 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
SECTION 1911 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19-1
EQUATION 19-1
TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1912 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN
SECTION 1912 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN <\/td>\n<\/tr>\n
450<\/td>\nSECTION 1913 SHOTCRETE
SECTION 1913 SHOTCRETE <\/td>\n<\/tr>\n
451<\/td>\nSECTION 1914 REINFORCED GYPSUM CONCRETE
SECTION 1914 REINFORCED GYPSUM CONCRETE
SECTION 1915 CONCRETE-FILLED PIPE COLUMNS
SECTION 1915 CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
452<\/td>\nCHAPTER 20 ALUMINUM
CHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
SECTION 2002 MATERIALS <\/td>\n<\/tr>\n
454<\/td>\nCHAPTER 21 MASONRY
CHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
457<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
SECTION 2103 MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
458<\/td>\nTABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS
TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104 CONSTRUCTION
SECTION 2104 CONSTRUCTION <\/td>\n<\/tr>\n
459<\/td>\nSECTION 2105 QUALITY ASSURANCE
SECTION 2105 QUALITY ASSURANCE
TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY <\/td>\n<\/tr>\n
460<\/td>\nTABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
SECTION 2106 SEISMIC DESIGN
SECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1
EQUATION 21-1 <\/td>\n<\/tr>\n
461<\/td>\nSECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF MASONRY
TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
462<\/td>\nEQUATION 21-2
EQUATION 21-2
TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
463<\/td>\nSECTION 2110 GLASS UNIT MASONRY
SECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
465<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112 MASONRY HEATERS
SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
466<\/td>\nSECTION 2113 MASONRY CHIMNEYS
SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
468<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa <\/td>\n<\/tr>\n
469<\/td>\nTABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
470<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
472<\/td>\nCHAPTER 22 STEEL
CHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL
SECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
473<\/td>\nSECTION 2206 STEEL JOISTS
SECTION 2206 STEEL JOISTS <\/td>\n<\/tr>\n
474<\/td>\nSECTION 2207 STEEL CABLE STRUCTURES
SECTION 2207 STEEL CABLE STRUCTURES
SECTION 2208 STEEL STORAGE RACKS
SECTION 2208 STEEL STORAGE RACKS
SECTION 2209 COLD-FORMED STEEL
SECTION 2209 COLD-FORMED STEEL
SECTION 2210 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
SECTION 2210 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
476<\/td>\nCHAPTER 23 WOOD
CHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS
SECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
477<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
481<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
482<\/td>\nTABLE 2304.6.1 MAXIMUM BASIC WIND SPEED (mph) (3-SECOND GUST) PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c
TABLE 2304.6.1 MAXIMUM BASIC WIND SPEED (mph) (3-SECOND GUST) PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c
TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa, b
TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa, b <\/td>\n<\/tr>\n
483<\/td>\nTABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.7(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 SUPPORTSa, b
TABLE 2304.7(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 SUPPORTSa, b <\/td>\n<\/tr>\n
484<\/td>\nTABLE 2304.7(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 2304.7(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 2304.7(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
TABLE 2304.7(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
487<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE
TABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
488<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE
TABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
489<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE
TABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
491<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS
SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS
EQUATION 23-1
EQUATION 23-1
TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c
TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c <\/td>\n<\/tr>\n
492<\/td>\nEQUATION 23-2
EQUATION 23-2
TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
493<\/td>\nSECTION 2306 ALLOWABLE STRESS DESIGN
SECTION 2306 ALLOWABLE STRESS DESIGN
TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
494<\/td>\nSECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
495<\/td>\nTABLE 2306.2.1(1) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh
TABLE 2306.2.1(1) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh <\/td>\n<\/tr>\n
496<\/td>\nTABLE 2306.2.1(1)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh
TABLE 2306.2.1(1)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh <\/td>\n<\/tr>\n
497<\/td>\nTABLE 2306.2.1(2) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, g, h
TABLE 2306.2.1(2) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, g, h <\/td>\n<\/tr>\n
498<\/td>\nTABLE 2306.2.1(2)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
TABLE 2306.2.1(2)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
499<\/td>\nTABLE 2306.3 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, h, i, j, l
TABLE 2306.3 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, h, i, j, l <\/td>\n<\/tr>\n
500<\/td>\nTABLE 2306.5 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHINGb
TABLE 2306.5 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHINGb
TABLE 2306.6 ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e
TABLE 2306.6 ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e <\/td>\n<\/tr>\n
501<\/td>\nTABLE 2306.7 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES
TABLE 2306.7 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES <\/td>\n<\/tr>\n
504<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u00ce\u201d = 360)
TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
505<\/td>\nTABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u0394 = 360)
TABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
506<\/td>\nTABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u00ce\u201d = 360)
TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
507<\/td>\nTABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u0394 = 360)
TABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
508<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
510<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
511<\/td>\nTABLE 2308.9.3(1) BRACED WALL PANELSa
TABLE 2308.9.3(1) BRACED WALL PANELSa
TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) <\/td>\n<\/tr>\n
512<\/td>\nTABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.9.3(5) HARDBOARD SIDING
TABLE 2308.9.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
513<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
515<\/td>\nTABLE 2308.9.5 HEADER AND GIRDER SPANSa 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 2308.9.5 HEADER AND GIRDER SPANSa 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
516<\/td>\nTABLE 2308.9.5\u2014continued HEADER AND GIRDER SPANSaFOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
TABLE 2308.9.5\u2014continued HEADER AND GIRDER SPANSaFOR 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
517<\/td>\nTABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
TABLE 2308.9.6 HEADER AND GIRDER SPANSa 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
518<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h
TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h <\/td>\n<\/tr>\n
519<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240)
TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
520<\/td>\nTABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u0394 = 240)
TABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
521<\/td>\nTABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240)
TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
522<\/td>\nTABLE 2308.10.2(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u0394 = 240)
TABLE 2308.10.2(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u0394 = 240) <\/td>\n<\/tr>\n
523<\/td>\nTABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180)
TABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
524<\/td>\nTABLE 2308.10.3(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180)
TABLE 2308.10.3(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
525<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 240)
TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
526<\/td>\nTABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 240)
TABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
527<\/td>\nTABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180)
TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
528<\/td>\nTABLE 2308.10.3(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180)
TABLE 2308.10.3(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
529<\/td>\nTABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180)
TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
530<\/td>\nTABLE 2308.10.3(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180)
TABLE 2308.10.3(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
531<\/td>\nTABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240)
TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
532<\/td>\nTABLE 2308.10.3(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240)
TABLE 2308.10.3(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
533<\/td>\nTABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240)
TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
534<\/td>\nTABLE 2308.10.3(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240)
TABLE 2308.10.3(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
535<\/td>\nTABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg
TABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg <\/td>\n<\/tr>\n
537<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
538<\/td>\nTABLE 2308.10.9\u2013continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
TABLE 2308.10.9\u2013continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
539<\/td>\nFIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS
FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
540<\/td>\nTABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea)
TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea) <\/td>\n<\/tr>\n
541<\/td>\nFIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE
FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE <\/td>\n<\/tr>\n
542<\/td>\nFIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n
543<\/td>\nFIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR <\/td>\n<\/tr>\n
544<\/td>\nFIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
546<\/td>\nCHAPTER 24 GLASS AND GLAZING
CHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1
EQUATION 24-1
EQUATION 24-2
EQUATION 24-2
EQUATION 24-3
EQUATION 24-3 <\/td>\n<\/tr>\n
547<\/td>\nEQUATION 24-4
EQUATION 24-4
EQUATION 24-5
EQUATION 24-5
EQUATION 24-6
EQUATION 24-6
EQUATION 24-7
EQUATION 24-7
EQUATION 24-8
EQUATION 24-8
EQUATION 24-9
EQUATION 24-9
EQUATION 24-10
EQUATION 24-10
EQUATION 24-11
EQUATION 24-11
EQUATION 24-12
EQUATION 24-12 <\/td>\n<\/tr>\n
548<\/td>\nSECTION 2405 SLOPED GLAZING AND SKYLIGHTS
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
549<\/td>\nEQUATION 24-13
EQUATION 24-13
EQUATION 24-14
EQUATION 24-14
EQUATION 24-15
EQUATION 24-15
SECTION 2406 SAFETY GLAZING
SECTION 2406 SAFETY GLAZING
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 <\/td>\n<\/tr>\n
550<\/td>\nTABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
551<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
552<\/td>\nSECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
554<\/td>\nCHAPTER 25 GYPSUM BOARD AND PLASTER
CHAPTER 25 GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2505 SHEAR WALL CONSTRUCTION <\/td>\n<\/tr>\n
555<\/td>\nSECTION 2506 GYPSUM BOARD MATERIALS
SECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
SECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
556<\/td>\nTABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS <\/td>\n<\/tr>\n
557<\/td>\nSECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
SECTION 2511 INTERIOR PLASTER
SECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION <\/td>\n<\/tr>\n
558<\/td>\nSECTION 2512 EXTERIOR PLASTER
SECTION 2512 EXTERIOR PLASTER
TABLE 2512.6 CEMENT PLASTERSa
TABLE 2512.6 CEMENT PLASTERSa
SECTION 2513 EXPOSED AGGREGATE PLASTER
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
560<\/td>\nCHAPTER 26 PLASTIC
CHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
563<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
SECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
564<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
565<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
566<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
567<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS <\/td>\n<\/tr>\n
568<\/td>\nSECTION 2612 FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER
SECTION 2612 FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER <\/td>\n<\/tr>\n
569<\/td>\nSECTION 2613 REFLECTIVE PLASTIC CORE INSULATION
SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
570<\/td>\nCHAPTER 27 ELECTRICAL
CHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2701 GENERAL
[F] SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
[F] SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
572<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
CHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
574<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
CHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES
SECTION 2902 MINIMUM PLUMBING FACILITIES
[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.2 and 2902.3)
[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.2 and 2902.3) <\/td>\n<\/tr>\n
575<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
576<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
577<\/td>\nSECTION 2903 TOILET ROOM REQUIREMENTS
SECTION 2903 TOILET ROOM REQUIREMENTS <\/td>\n<\/tr>\n
578<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES
SECTION 3002 HOISTWAY ENCLOSURES
[F] SECTION 3003 EMERGENCY OPERATIONS
[F] SECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
579<\/td>\nSECTION 3004 HOISTWAY VENTING
SECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
580<\/td>\nSECTION 3006 MACHINE ROOMS
SECTION 3006 MACHINE ROOMS
SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
SECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
581<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS
SECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
584<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
CHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
585<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
586<\/td>\nSECTION 3105 AWNINGS AND CANOPIES
SECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
587<\/td>\nSECTION 3106 MARQUEES
SECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES <\/td>\n<\/tr>\n
588<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3110 AUTOMATIC VEHICULAR GATES <\/td>\n<\/tr>\n
590<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
592<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
SECTION 3304 SITE WORK
SECTION 3305 SANITARY
SECTION 3305 SANITARY <\/td>\n<\/tr>\n
593<\/td>\nSECTION 3306 PROTECTION OF PEDESTRIANS
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
594<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES
SECTION 3311 STANDPIPES <\/td>\n<\/tr>\n
595<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
596<\/td>\nCHAPTER 34 EXISTING STRUCTURES
CHAPTER 34 EXISTING STRUCTURES
SECTION 3401 GENERAL
SECTION 3401 GENERAL
SECTION 3402 DEFINITIONS
SECTION 3402 DEFINITIONS <\/td>\n<\/tr>\n
597<\/td>\nSECTION 3403 ADDITIONS
SECTION 3403 ADDITIONS
SECTION 3404 ALTERATIONS
SECTION 3404 ALTERATIONS <\/td>\n<\/tr>\n
598<\/td>\nSECTION 3405 REPAIRS
SECTION 3405 REPAIRS <\/td>\n<\/tr>\n
599<\/td>\nSECTION 3406 FIRE ESCAPES
SECTION 3406 FIRE ESCAPES <\/td>\n<\/tr>\n
600<\/td>\nSECTION 3407 GLASS REPLACEMENT
SECTION 3407 GLASS REPLACEMENT
SECTION 3408 CHANGE OF OCCUPANCY
SECTION 3408 CHANGE OF OCCUPANCY
SECTION 3409 HISTORIC BUILDINGS
SECTION 3409 HISTORIC BUILDINGS
SECTION 3410 MOVED STRUCTURES
SECTION 3410 MOVED STRUCTURES
SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS
SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
601<\/td>\nTABLE 3411.8.5 RAMPS
TABLE 3411.8.5 RAMPS <\/td>\n<\/tr>\n
602<\/td>\nSECTION 3412 COMPLIANCE ALTERNATIVES
SECTION 3412 COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
604<\/td>\nEQUATION 34-1
EQUATION 34-1
EQUATION 34-2
EQUATION 34-2
EQUATION 34-3
EQUATION 34-3
TABLE 3412.6.3 COMPARTMENTATION VALUES
TABLE 3412.6.3 COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
605<\/td>\nTABLE 3412.6.4 SEPARATION VALUES
TABLE 3412.6.4 SEPARATION VALUES
TABLE 3412.6.5 CORRIDOR WALL VALUES
TABLE 3412.6.5 CORRIDOR WALL VALUES
EQUATION 34-4
EQUATION 34-4 <\/td>\n<\/tr>\n
606<\/td>\nTABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR
TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR
TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES
TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
607<\/td>\nTABLE 3412.6.10 SMOKE CONTROL VALUES
TABLE 3412.6.10 SMOKE CONTROL VALUES
TABLE 3412.6.11(1) EGRESS WIDTH PER OCCUPANT SERVED
TABLE 3412.6.11(1) EGRESS WIDTH PER OCCUPANT SERVED
TABLE 3412.6.11(2) MEANS OF EGRESS VALUES
TABLE 3412.6.11(2) MEANS OF EGRESS VALUES <\/td>\n<\/tr>\n
608<\/td>\nTABLE 3412.6.12 DEAD-END VALUES
TABLE 3412.6.12 DEAD-END VALUES
TABLE 3412.6.14 ELEVATOR CONTROL VALUES
TABLE 3412.6.14 ELEVATOR CONTROL VALUES <\/td>\n<\/tr>\n
609<\/td>\nTABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
TABLE 3412.6.16 MIXED OCCUPANCY VALUESa
TABLE 3412.6.16 MIXED OCCUPANCY VALUESa
TABLE 3412.6.17 SPRINKLER SYSTEM VALUES
TABLE 3412.6.17 SPRINKLER SYSTEM VALUES <\/td>\n<\/tr>\n
610<\/td>\n3412.6.18 STANDPIPE SYSTEM VALUES
3412.6.18 STANDPIPE SYSTEM VALUES
TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa
TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa
TABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.9 EVALUATION FORMULASa
TABLE 3412.9 EVALUATION FORMULASa <\/td>\n<\/tr>\n
611<\/td>\nTABLE 3412.7 SUMMARY SHEET \u2014 BUILDING CODE
TABLE 3412.7 SUMMARY SHEET \u2014 BUILDING CODE <\/td>\n<\/tr>\n
612<\/td>\nCHAPTER 35 REFERENCED STANDARDS
CHAPTER 35 REFERENCED STANDARDS
AA
AA
AAMA
AAMA
ACI
ACI <\/td>\n<\/tr>\n
613<\/td>\nAF&PA
AF&PA
AISC
AISC
AISI
AISI
AITC
AITC <\/td>\n<\/tr>\n
614<\/td>\nALI
ALI
ANSI
ANSI
APA
APA <\/td>\n<\/tr>\n
615<\/td>\nAPSP
APSP
ASABE
ASABE
ASCE\/SEI
ASCE\/SEI <\/td>\n<\/tr>\n
616<\/td>\nASME
ASME
ASTM
ASTM <\/td>\n<\/tr>\n
622<\/td>\nAWCI
AWCI
AWPA
AWPA
AWS
AWS
BHMA
BHMA
CGSB
CGSB
CPA
CPA <\/td>\n<\/tr>\n
623<\/td>\nCPSC
CPSC
CSA
CSA
CSSB
CSSB
DASMA
DASMA
DOC
DOC <\/td>\n<\/tr>\n
624<\/td>\nDOJ
DOJ
DOL
DOL
DOTn
DOTn
EN
EN
FEMA
FEMA <\/td>\n<\/tr>\n
625<\/td>\nFM
FM
GA
GA
HPVA
HPVA
HUD
HUD
ICC
ICC <\/td>\n<\/tr>\n
626<\/td>\nISO
ISO
NAAMM
NAAMM
NCMA
NCMA <\/td>\n<\/tr>\n
627<\/td>\nNFPA
NFPA <\/td>\n<\/tr>\n
628<\/td>\nPCI
PCI
PTI
PTI
RMI
RMI
SDI
SDI
SJI
SJI <\/td>\n<\/tr>\n
629<\/td>\nSPRI
SPRI
TIA
TIA
TMS
TMS
TPI
TPI
UL
UL <\/td>\n<\/tr>\n
630<\/td>\nULC
ULC <\/td>\n<\/tr>\n
631<\/td>\nUSC
USC
WDMA
WDMA
WRI
WRI <\/td>\n<\/tr>\n
632<\/td>\nAPPENDIX A EMPLOYEE QUALIFICATIONS
APPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A102 REFERENCED STANDARDS
SECTION A102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
634<\/td>\nAPPENDIX B BOARD OF APPEALS
APPENDIX B BOARD OF APPEALS
SECTION B101 GENERAL
SECTION B101 GENERAL <\/td>\n<\/tr>\n
636<\/td>\nAPPENDIX C GROUP U\u2013AGRICULTURAL BUILDINGS
APPENDIX C GROUP U\u2013AGRICULTURAL BUILDINGS
SECTION C101 GENERAL
SECTION C101 GENERAL
SECTION C102 ALLOWABLE HEIGHT AND AREA
SECTION C102 ALLOWABLE HEIGHT AND AREA
TABLE C102.1\u2014BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY
TABLE C102.1\u2014BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY
SECTION C103 MIXED OCCUPANCIES
SECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS
SECTION C104 EXITS <\/td>\n<\/tr>\n
638<\/td>\nAPPENDIX D FIRE DISTRICTS
APPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
639<\/td>\nSECTION D103 CHANGES TO BUILDINGS
SECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
640<\/td>\nSECTION D106 REFERENCED STANDARDS
SECTION D106 REFERENCED STANDARDS <\/td>\n<\/tr>\n
642<\/td>\nAPPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
SECTION E101 GENERAL
SECTION E101 GENERAL
SECTION E102 DEFINITIONS
SECTION E102 DEFINITIONS
SECTION E103 ACCESSIBLE ROUTE
SECTION E103 ACCESSIBLE ROUTE
SECTION E104 SPECIAL OCCUPANCIES
SECTION E104 SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
643<\/td>\nTABLE E104.3.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES
TABLE E104.3.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES
SECTION E105 OTHER FEATURES AND FACILITIES
SECTION E105 OTHER FEATURES AND FACILITIES
SECTION E106 TELEPHONES
SECTION E106 TELEPHONES <\/td>\n<\/tr>\n
644<\/td>\nTABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES
TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES
SECTION E107 SIGNAGE
SECTION E107 SIGNAGE <\/td>\n<\/tr>\n
645<\/td>\nSECTION E108 BUS STOPS
SECTION E108 BUS STOPS
SECTION E109 TRANSPORTATION FACILITIES AND STATIONS
SECTION E109 TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
646<\/td>\nSECTION E110 AIRPORTS
SECTION E110 AIRPORTS
SECTION E111 REFERENCED STANDARDS
SECTION E111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
648<\/td>\nAPPENDIX F RODENTPROOFING
APPENDIX F RODENTPROOFING
SECTION F101 GENERAL
SECTION F101 GENERAL <\/td>\n<\/tr>\n
650<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION
APPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY
SECTION G102 APPLICABILITY
SECTION G103 POWERS AND DUTIES
SECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n
651<\/td>\nSECTION G104 PERMITS
SECTION G104 PERMITS
SECTION G105 VARIANCES
SECTION G105 VARIANCES <\/td>\n<\/tr>\n
652<\/td>\nSECTION G201 DEFINITIONS
SECTION G201 DEFINITIONS <\/td>\n<\/tr>\n
653<\/td>\nSECTION G301 SUBDIVISIONS
SECTION G301 SUBDIVISIONS
SECTION G401 SITE IMPROVEMENT
SECTION G401 SITE IMPROVEMENT
SECTION G501 MANUFACTURED HOMES
SECTION G501 MANUFACTURED HOMES
SECTION G601 RECREATIONAL VEHICLES
SECTION G601 RECREATIONAL VEHICLES <\/td>\n<\/tr>\n
654<\/td>\nSECTION G701 TANKS
SECTION G701 TANKS
SECTION G801 OTHER BUILDING WORK
SECTION G801 OTHER BUILDING WORK
SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
655<\/td>\nSECTION G1101 REFERENCED STANDARDS
SECTION G1101 REFERENCED STANDARDS <\/td>\n<\/tr>\n
656<\/td>\nAPPENDIX H SIGNS
APPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION
SECTION H104 IDENTIFICATION <\/td>\n<\/tr>\n
657<\/td>\nSECTION H105 DESIGN AND CONSTRUCTION
SECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS
SECTION H109 GROUND SIGNS <\/td>\n<\/tr>\n
658<\/td>\nSECTION H110 ROOF SIGNS
SECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
659<\/td>\nSECTION H113 MARQUEE SIGNS
SECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS
SECTION H114 PORTABLE SIGNS
TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-B THICKNESS OF PROJECTION SIGN
TABLE 4-B THICKNESS OF PROJECTION SIGN
SECTION H115 REFERENCED STANDARDS
SECTION H115 REFERENCED STANDARDS <\/td>\n<\/tr>\n
660<\/td>\nAPPENDIX I PATIO COVERS
APPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I101 GENERAL
SECTION I102 DEFINITIONS
SECTION I102 DEFINITIONS
SECTION I103 EXTERIOR OPENINGS
SECTION I103 EXTERIOR OPENINGS
SECTION I104 STRUCTURAL PROVISIONS
SECTION I104 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
662<\/td>\nAPPENDIX J GRADING
APPENDIX J GRADING
SECTION J101 GENERAL
SECTION J101 GENERAL
SECTION J102 DEFINITIONS
SECTION J102 DEFINITIONS
SECTION J103 PERMITS REQUIRED
SECTION J103 PERMITS REQUIRED
SECTION J104 PERMIT APPLICATION AND SUBMITTALS
SECTION J104 PERMIT APPLICATION AND SUBMITTALS <\/td>\n<\/tr>\n
663<\/td>\nSECTION J105 INSPECTIONS
SECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS
SECTION J106 EXCAVATIONS
SECTION J107 FILLS
SECTION J107 FILLS
SECTION J108 SETBACKS
SECTION J108 SETBACKS <\/td>\n<\/tr>\n
664<\/td>\nFIGURE J107.3 BENCHING DETAILS
FIGURE J107.3 BENCHING DETAILS
FIGURE J108.1 DRAINAGE DIMENSIONS
FIGURE J108.1 DRAINAGE DIMENSIONS <\/td>\n<\/tr>\n
665<\/td>\nSECTION J109 DRAINAGE AND TERRACING
SECTION J109 DRAINAGE AND TERRACING
SECTION J110 EROSION CONTROL
SECTION J110 EROSION CONTROL
SECTION J111 REFERENCED STANDARDS
SECTION J111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
666<\/td>\nAPPENDIX K ADMINISTRATIVE PROVISIONS
APPENDIX K ADMINISTRATIVE PROVISIONS
SECTION K101 GENERAL
SECTION K101 GENERAL
SECTION K102 APPLICABILITY
SECTION K102 APPLICABILITY
SECTION K103 PERMITS
SECTION K103 PERMITS <\/td>\n<\/tr>\n
667<\/td>\nSECTION K104 CONSTRUCTION DOCUMENTS
SECTION K104 CONSTRUCTION DOCUMENTS
SECTION K105 ALTERNATIVE ENGINEERED DESIGN
SECTION K105 ALTERNATIVE ENGINEERED DESIGN
SECTION K106 REQUIRED INSPECTIONS
SECTION K106 REQUIRED INSPECTIONS
SECTION K107 PREFABRICATED CONSTRUCTION
SECTION K107 PREFABRICATED CONSTRUCTION <\/td>\n<\/tr>\n
668<\/td>\nSECTION K108 TESTING
SECTION K108 TESTING
SECTION K109 RECONNECTION
SECTION K109 RECONNECTION
SECTION K110 CONDEMNING ELECTRICAL SYSTEMS
SECTION K110 CONDEMNING ELECTRICAL SYSTEMS
SECTION K111 ELECTRICAL PROVISIONS
SECTION K111 ELECTRICAL PROVISIONS <\/td>\n<\/tr>\n
670<\/td>\nINDEX
INDEX <\/td>\n<\/tr>\n
702<\/td>\nEDITORIAL CHANGES
EDITORIAL CHANGES <\/td>\n<\/tr>\n
704<\/td>\n2009 I-CODES SIGNIFICANT CHANGES SERIES
\n
2009 I-CODES SIGNIFICANT CHANGES SERIES
\n
WWW.ECODES.BIZ
WWW.ECODES.BIZ <\/td>\n<\/tr>\n
705<\/td>\nICC-ES EVALUATION SERVICE INNOVATIVE BUILDING PRODUCTS
ICC-ES EVALUATION SERVICE INNOVATIVE BUILDING PRODUCTS <\/td>\n<\/tr>\n
706<\/td>\nICC-ES EVALUATION REPORTS
ICC-ES EVALUATION REPORTS <\/td>\n<\/tr>\n
707<\/td>\nCRUISE THROUGH YOUR NEW I-CODE
CRUISE THROUGH YOUR NEW I-CODE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Building Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2009<\/td>\n707<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":10826,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-10825","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","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\/10825","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\/10826"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=10825"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=10825"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=10825"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}