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Washington StateClimateSummary 2022

Sun, 20 Oct 2024 10:05:31 +0000

Washington State Climate Summary

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WA	2022

WA StateWildlandUrbanInterfaceCode 2021 1stptg

Sun, 20 Oct 2024 09:01:50 +0000

This is a fully integrated code based on the 2021 International Wildland-Urban Interface Code

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PDF Pages	PDF Title
1	2021 WASHINGTON STATE WILDLAND-URBAN INTERFACE CODE©
2	2021 WASHINGTON STATE WILDLAND-URBAN INTERFACE CODE©
3	COPYRIGHT
4	PREFACE
12	ARRANGEMENT AND FORMAT OF THE 2021 IWUIC
16	TABLE OF CONTENTS
18	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—GENERAL PROVISIONS SECTION 101 SCOPE AND GENERAL REQUIREMENTS
19	SECTION 102 APPLICABILITY PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 AUTHORITY OF THE CODE OFFICIAL
20	SECTION 105 COMPLIANCE ALTERNATIVES SECTION 106 PERMITS
22	SECTION 107 CONSTRUCTION DOCUMENTS
23	SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES SECTION 110 INSPECTION AND ENFORCEMENT
25	SECTION 111 CERTIFICATE OF COMPLETION
26	SECTION 112 SERVICE UTILITIES SECTION 113 MEANS OF APPEALS SECTION 114 STOP WORK ORDER
28	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
32	CHAPTER 3 WILDLAND-URBAN INTERFACE AREAS SECTION 301 GENERAL SECTION 302 WILDLAND-URBAN INTERFACE AREA DESIGNATIONS Table 302.3(1) OUTLINE OF SIMPLIFIED PROCEDURE FOR DETERMINING WILDLAND-URBAN INTERFACE DESIGNATION
33	Table 302.3(2) WORKSHEET FOR SIMPLIFIED PROCEDURE FOR DETERMINING WILDLAND-URBAN INTERFACE DESIGNATION
36	CHAPTER 4 WILDLAND-URBAN INTERFACE AREA REQUIREMENTS SECTION 401 GENERAL SECTION 402 APPLICABILITY SECTION 403 ACCESS
37	SECTION 404 WATER SUPPLY SECTION 405 FIRE PROTECTION PLAN
38	CHAPTER 5 SPECIAL BUILDING CONSTRUCTION REGULATIONS SECTION 501 GENERAL
39	SECTION 502 FIRE HAZARD SEVERITY
40	TABLE 502.1 FIRE HAZARD SEVERITY SECTION 503 IGNITION-RESISTANT CONSTRUCTION AND MATERIAL
41	TABLE 503.1 IGNITION-RESISTANT CONSTRUCTIONa SECTION 504 CLASS 1 IGNITION-RESISTANT CONSTRUCTION
43	SECTION 505 CLASS 2 IGNITION-RESISTANT CONSTRUCTION
44	SECTION 506 CLASS 3 IGNITION-RESISTANT CONSTRUCTION
45	SECTION 507 REPLACEMENT OR REPAIR OF ROOF COVERINGS
46	CHAPTER 6 FIRE PROTECTION REQUIREMENTS SECTION 601 GENERAL SECTION 602 AUTOMATIC SPRINKLER SYSTEMS SECTION 603 DEFENSIBLE SPACE FIGURE 603.2 MEASUREMENTS OF FUEL MODIFICATION DISTANCE
47	TABLE 603.2 REQUIRED DEFENSIBLE SPACE SECTION 604 MAINTENANCE OF DEFENSIBLE SPACE SECTION 605 SPARK ARRESTORS SECTION 606 LIQUEFIED PETROLEUM GAS INSTALLATIONS SECTION 607 STORAGE OF FIREWOOD AND COMBUSTIBLE MATERIALS
48	CHAPTER 7 VEGETATION MANAGEMENT PLAN SECTION 701 GENERAL
50	CHAPTER 8 FIRE HAZARD SEVERITY FORM SECTION 801 FIRE HAZARD SEVERITY FORM TABLE 801.1 FIRE HAZARD SEVERITY FORM
52	CHAPTER 9 FIRE DANGER RATING SYSTEM SECTION 901 FUEL MODELS TABLE 901.1 FUEL MODEL KEY
53	TABLE 901.1—continued FUEL MODEL KEY
56	CHAPTER 10 REFERENCED STANDARDS ASTM ICC
57	UL
58	APPENDIX A GENERAL REQUIREMENTS SECTION A101 GENERAL SECTION A102 VEGETATION CONTROL TABLE A102.3.2.1 MINIMUM CLEARANCES BETWEEN VEGETATION AND ELECTRICAL LINES AT TIME OF TRIMMING
59	TABLE A102.3.2.2 MINIMUM CLEARANCES BETWEEN VEGETATION AND ELECTRICAL LINES TO BE MAINTAINED SECTION A103 ACCESS RESTRICTIONS SECTION A104 IGNITION SOURCE CONTROL
60	SECTION A105 CONTROL OF STORAGE
61	SECTION A106 DUMPING SECTION A107 PROTECTION OF PUMPS AND WATER STORAGE FACILITIES SECTION A108 LAND USE LIMITATIONS SECTION A109 REFERENCED STANDARDS TABLE A109.1 REFERENCED STANDARDS
62	APPENDIX E FINDINGS OF FACT SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 CLIMATIC CONSIDERATIONS
63	SECTION E104 TOPOGRAPHIC CONSIDERATIONS SECTION E105 GEOGRAPHIC CONSIDERATIONS SECTION E106 REPORTING THE FINDINGS
66	APPENDIX F CHARACTERISTICS OF FIRE-RESISTIVE VEGETATION SECTION F101 GENERAL
68	APPENDIX G SELF-DEFENSE MECHANISM SECTION G101 GENERAL
70	APPENDIX H INTERNATIONAL WILDLAND-URBAN INTERFACE CODE FLOWCHART SECTION H101 GENERAL FIGURE H101.1(1) DETERMINATION OF REQUIREMENTS
71	FIGURE H101.1(2) MODERATE HAZARD
72	FIGURE H101.1(3) HIGH HAZARD
73	FIGURE H101.1(4) EXTREME HAZARD
74	APPENDIX I BOARD OF APPEALS SECTION I101 GENERAL
76	INDEX
80	CHANGES TO THE CODE DEVELOPMENT PROCESS
81	ADDITIONAL CODE RESOURCES FROM ICC
82	DIGITAL CODES PREMIUM

WA StateResidentialCode 2021 1stptg

Sun, 20 Oct 2024 09:01:48 +0000

This is a fully integrated code based on the 2021 International Residential Code

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PDF Pages	PDF Title
1	2021 WASHINGTON STATE RESIDENTIAL CODE FOR ONE-AND TWO- FAMILY DWELLINGS BASED ON THE 2021 INTERNATIONAL RESIDENTIAL CODE®
2	2021 WASHINGTON STATE RESIDENTIAL CODE ©
3	COPYRIGHT
4	PREFACE
10	EFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE
12	ARRANGEMENT AND FORMAT OF THE 2021 IRC
24	TABLE OF CONTENTS
32	PART I-ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION WAC 51-51-001 AUTHORITY WAC 51-51-002 PURPOSE WAC 51-51-003 INTERNATIONAL RESIDENTIAL CODE WAC 51-51-007 EXCEPTIONS WAC 51-51-008 IMPLEMENTATION SECTION R101 SCOPE AND GENERAL REQUIREMENTS
33	SECTION R102 APPLICABILITY
34	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION R103 DEPARTMENT OF BUILDING SAFETY SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
36	SECTION R105 PERMITS
38	SECTION R106 CONSTRUCTION DOCUMENTS
39	SECTION R107 TEMPORARY STRUCTURES AND USES SECTION R108 FEES SECTION R109 INSPECTIONS
40	SECTION R110 CERTIFICATE OF OCCUPANCY
41	SECTION R111 SERVICE UTILITIES SECTION R112 BOARD OF APPEALS SECTION R113 VIOLATIONS
42	SECTION R114 STOP WORK ORDER
44	PART II-DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS
64	PART III-BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA
66	TABLE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
67	FIGURE R301.2(1) WEATHERING PROBABILITY MAP FOR CONCRETEa, b
68	FIGURE R301.2(2) ULTIMATE DESIGN WIND SPEEDS
69	FIGURE R301.2(3) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
70	FIGURE R301.2(4) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
71	FIGURE R301.2.1 COMPONENT AND CLADDING PRESSURE ZONES
72	TABLE R301.2.1(1) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf)a, b, c, d, e, f, g
73	TABLE R301.2.1(1)—continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g
74	TABLE R301.2.1(1)—continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) a, b, c, d, e, f, g
75	TABLE R301.2.1(2) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR Table R301.2.1(1) TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d TABLE R301.2.1.3 WIND SPEED CONVERSIONSa
76	FIGURE R301.2.1.1 REGIONS WHERE WIND DESIGN IS REQUIRED
78	TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECTa, b FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED
79	FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION
80	FIGURE R301.2.2.1(1) SEISMIC DESIGN CATEGORIES—ALASKAa
81	FIGURE R301.2.2.1(2) SEISMIC DESIGN CATEGORIES—HAWAIIa
82	FIGURE R301.2.2.1(3) SEISMIC DESIGN CATEGORIES—PUERTO RICOa
83	FIGURE R301.2.2.1(4) SEISMIC DESIGN CATEGORIES—NORTHERN MARIANA ISLANDS AND AMERICAN SAMOAa
84	FIGURE R301.2.2.1(5) SEISMIC DESIGN CATEGORIES—UNITED STATESa
85	FIGURE R301.2.2.1(6) SEISMIC DESIGN CATEGORIES—UNITED STATESa
86	FIGURE R301.2.2.1.1(1) ALTERNATE SEISMIC DESIGN CATEGORIES—ALASKAa
87	FIGURE R301.2.2.1.1(2) ALTERNATE SEISMIC DESIGN CATEGORIES—HAWAIIa
88	FIGURE R301.2.2.1.1(3) ALTERNATE SEISMIC DESIGN CATEGORIES—PUERTO RICOa
89	FIGURE R301.2.2.1.1(4) ALTERNATE SEISMIC DESIGN CATEGORIES—NORTHERN MARIANA ISLANDS AND AMERICAN SAMOAa
90	FIGURE R301.2.2.1.1(5) ALTERNATE SEISMIC DESIGN CATEGORIES—UNITED STATESa
91	FIGURE R301.2.2.1.1(6) ALTERNATE SEISMIC DESIGN CATEGORIES—UNITED STATESa
92	TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
95	TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
96	TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb, c SECTION R302 FIRE-RESISTANT CONSTRUCTION
97	TABLE R302.1(1) EXTERIOR WALLS TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS
98	FIGURE R302.2(1) EXTENDED TOWNHOUSE SEPARATION WALL FIGURE R302.2(2) TOWNHOUSE SEPARATION OVERHANG PROTECTION
100	TABLE R302.3.5 DWELLING-SHARED ACCESSORY ROOM SEPARATION
101	TABLE R302.6 DWELLING-GARAGE SEPARATION
104	SECTION R303 LIGHT, VENTILATION AND HEATING
105	SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT SECTION R306 SANITATION
106	SECTION R307 TOILET, BATH AND SHOWER SPACES SECTION R308 GLAZING
107	FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
108	TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
109	FIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS
110	SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
112	SECTION R311 MEANS OF EGRESS
116	SECTION R312 GUARDS AND WINDOW FALL PROTECTION SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS
117	SECTION R314 SMOKE ALARMS AND HEAT DETECTION
118	SECTION R315 CARBON MONOXIDE ALARMS
119	SECTION R316 FOAM PLASTIC
121	SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY
122	SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES
123	SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION
124	FIGURE R318.4 TERMITE INFESTATION PROBABILITY MAP
128	SECTION R323 STORM SHELTERS
129	SECTION R324 SOLAR ENERGY SYSTEMS
130	SECTION R325 MEZZANINES
131	SECTION R326 HABITABLE ATTICS SECTION R327 SWIMMING POOLS, SPAS AND HOT TUBS SECTION R328 ENERGY STORAGE SYSTEMS
132	SECTION R329 STATIONARY ENGINE GENERATORS SECTION R330 ADULT FAMILY HOMES
134	SECTION R331 FAMILY HOME CHILD CARE SECTION R332 PROTECTION AGAINST RADON
135	SECTION R333 LOFTS SECTION R334 STATIONARY FUEL CELL POWER SYSTEMS
136	CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS
137	TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS
138	TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)a, b, c, d
139	TABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER OR LATH AND PLASTER (inches)a, b, c, d
140	TABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR PARTIALLY GROUTED MASONRY WALL CONSTRUCTION (inches)a, b, c, d
141	FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SEISMIC DESIGN CATEGORIES A, B AND Ca, b, c, d, e, f
142	FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
144	FIGURE R403.1.1(1) ALTERNATIVE MINIMUM FOOTING SIZE FOR LIGHT-FRAME CONSTRUCTION a, b, c, d, e, f, g, h, i
145	FIGURE R403.1.1(2) ALTERNATIVE MINIMUM FOOTING SIZE FOR LIGHT-FRAME CONSTRUCTION a, b, c, d, e, f, g, h, i
146	FIGURE R403.1.1(3) ALTERNATIVE MINIMUM FOOTING SIZE FOR LIGHT-FRAME CONSTRUCTION a, b, c, d, e, f, g, h, i
147	FIGURE R403.1.1(4) ALTERNATIVE MINIMUM FOOTING SIZE FOR LIGHT-FRAME CONSTRUCTION a, b, c, d, e, f, g, h, i
148	FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D 0, D1 AND D2a, b, c, d, e, f
150	FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
151	FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
152	FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
153	TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa TABLE R403.3(2) AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
154	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
155	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
156	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
157	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
158	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
159	FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
160	FIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING
161	TABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches) SECTION R404 FOUNDATION AND RETAINING WALLS
162	TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf
163	TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHESa, c, f
164	TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHESa, c, f
165	TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHESa, c, f
166	TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENTFOR CONCRETE BASEMENT WALLSa, b TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j, k
167	TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j
168	TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i, j
169	TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i, j
170	TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j, k
171	TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, j
172	TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n, o
173	TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEELa, b, c
178	FIGURE R404.1.5.3 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
180	TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)
181	SECTION R405 FOUNDATION DRAINAGE TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
182	SECTION R406 FOUNDATION WATERPROOFINGAND DAMPPROOFING
183	SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE
186	CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING
187	FIGURE R502.2 FLOOR CONSTRUCTION
188	TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
189	TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
190	TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
191	TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
192	TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h(Floor live load ≤ 40 psf, roof live load ≤ 20 psf)
193	TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f
194	FIGURE R502.8 CUTTING, NOTCHING AND DRILLING
195	SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
196	TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
197	SECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) SECTION R505 COLD-FORMED STEEL FLOOR FRAMING
198	TABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa, b
199	TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION
200	FIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION
201	FIGURE R505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION
202	FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
203	FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS
204	TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANSa, b, c, d, e, f
205	FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP)
206	FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS SECTION R506 CONCRETE FLOORS (ON GROUND)
207	FIGURE R505.3.4(2) BEARING STIFFENER FIGURE R505.3.7 TRACK SPLICE
208	FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION—6-FOOT FLOOR OPENING FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING
209	FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING
210	SECTION R507 EXTERIOR DECKS
211	TABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKSa, b FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION
212	TABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS
213	TABLE R507.4 DECK POST HEIGHT FIGURE R507.5 TYPICAL DECK JOIST SPANS
214	TABLE R507.5 MAXIMUM DECK BEAM SPAN—60 PSF LIVE LOAD OR 70 PSF GROUND SNOW LOADc TABLE R507.5(5) JOIST SPAN FACTORS FOR CALCULATING EFFECTIVE DECK JOIST SPAN[for use with Note j in Table R507.5]
215	FIGURE R507.5.1(1) DECK BEAM TO DECK POST FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION
217	FIGURE R507.6 TYPICAL DECK JOIST SPANS
218	TABLE R507.6 MAXIMUM DECK JOIST SPANS TABLE R507.7 MAXIMUM JOIST SPACING FOR WOOD DECKING TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
219	TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
220	FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS
221	FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS
222	CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING
224	TABLE R602.3(1) FASTENING SCHEDULE
225	TABLE R602.3(1)—continued FASTENING SCHEDULE
226	TABLE R602.3(1)—continued FASTENING SCHEDULE
227	TABLE R602.3(1)—continued FASTENING SCHEDULE
228	TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
229	TABLE R602.3(2)—continued ALTERNATE ATTACHMENTS TO TABLE R602.3(1) TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa
230	TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa TABLE R602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING
231	FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
232	FIGURE R602.3(2) FRAMING DETAILS
233	TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS
234	FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
235	FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
236	TABLE R602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDSAT EACH END OF HEADERS IN EXTERIOR WALLSa
237	TABLE R602.7(1) GIRDER SPANSa AND HEADER 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)
238	TABLE R602.7(1)—continued GIRDER SPANSa AND HEADER 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)
239	TABLE R602.7(2) GIRDER SPANSa AND HEADER 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 R602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES (Maximum span for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb)
240	FIGURE R602.7.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE R602.7.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE FIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION
241	TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
242	FIGURE R602.10.1.1 BRACED WALL LINES TABLE R602.10.1.3 BRACED WALL LINE SPACING
243	FIGURE R602.10.1.4 ANGLED WALLS
244	FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS
245	TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED
246	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
247	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
248	TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
249	TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
250	TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
251	TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
252	TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
254	TABLE R602.10.4 BRACING METHODS
255	TABLE R602.10.4—continued BRACING METHODS
256	TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS
257	FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS
258	FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS
260	FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
261	TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa
262	FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
263	FIGURE R602.10.6.5.2 METHOD BV-WSP—WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2
264	TABLE R602.10.6.5.4 METHOD BV-WSP WALL BRACING REQUIREMENTSd
265	TABLE R602.10.6.5.4—continued METHOD BV-WSP WALL BRACING REQUIREMENTSd
266	FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING
267	FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING
268	FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTIONTO PERPENDICULAR RAFTERS FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TOPERPENDICULAR RAFTERS OR ROOF TRUSSES
269	FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
270	FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
272	FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING
273	FIGURE R602.12.5 BRACING UNIT DISTRIBUTION SECTION R603 COLD-FORMED STEEL WALL FRAMING
274	TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE
276	TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa, b
277	FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION
278	FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR
279	TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa, b, c TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa, b, c
280	TABLE R603.3.2(1) WALL FASTENING SCHEDULEa TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
281	TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
282	TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
283	TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
284	TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c, d
285	TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
286	TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
287	TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
288	TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
289	TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c, d
290	TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
291	TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
292	TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
293	TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
294	TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c, d
295	TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c, d
296	TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c, d
297	FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
298	FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING
299	TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Roof and Ceiling Onlya, b, d
300	TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Roof and Ceiling Onlya, b, d
301	TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting One Floor, Roof and Ceilinga, b, d
302	TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting One Floor, Roof and Ceilinga, b, d
303	TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Two Floors, Roof and Ceilinga, b, d
304	TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Two Floors, Roof and Ceilinga, b, d
305	FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER
306	FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
307	TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d TABLE R603.8 HEAD AND SILL TRACK SPAN
308	TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
309	TABLE R603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS
310	FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLE BOARD SECTION R606 GENERAL MASONRY CONSTRUCTION
311	TABLE R603.9.5(1) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
312	TABLE R603.9.5(2) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMEDSTEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
313	TABLE R603.9.5(3) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
314	TABLE R603.9.5(4) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
315	TABLE R606.2.8 MORTAR PROPORTIONSa, b TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
316	TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION
317	TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
318	TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
320	TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSESFOR EMPIRICAL DESIGN OF MASONRY
321	FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF
322	FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
323	FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
324	TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1
325	TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDEDMASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDEDMASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
326	SECTION R607 GLASS UNIT MASONRY
327	FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
328	SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION
329	TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa FIGURE R608.3(1) FLAT WALL SYSTEM FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM
330	FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM
331	TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
332	FIGURE R608.5.4(1) LAP SPLICES FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
333	FIGURE R608.5.4(3) STANDARD HOOKS
334	TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEELa, b, c
335	FIGURE R608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY FIGURE R608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAME SECOND STORY
336	FIGURE R608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING
337	TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e
338	TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e
339	TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e
340	TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k
341	TABLE R608.6(4)—continued MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k
342	EQUATION R6-1 EQUATION R6-2
343	TABLE R608.7.1.1(1) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g
344	TABLE R608.7.1.1(1)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALLFOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g
345	TABLE R608.7.1.1(2) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g
346	TABLE R608.7.1.1(2)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g
347	TABLE R608.7.1.1(3) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g
348	TABLE R608.7.1.1(3)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g
349	TABLE R608.7.1.1(4) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa
350	TABLE R608.7.1.1(5) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b
351	TABLE R608.7.1.1(6) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa, c
352	FIGURE R608.7.1.1(1) MINIMUM SOLID WALL LENGTH
353	FIGURE R608.7.1.1(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
354	FIGURE R608.7.1.1(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
356	FIGURE R608.8(1) REINFORCEMENT OF OPENINGS FIGURE R608.8(2) LINTEL FOR FLAT WALLS
357	FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS
358	FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS
359	TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d
360	TABLE R608.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
361	TABLE R608.8(2)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
362	TABLE R608.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
363	TABLE R608.8(3)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
364	TABLE R608.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
365	TABLE R608.8(4)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
366	TABLE R608.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
367	TABLE R608.8(5)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
368	TABLE R608.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
369	TABLE R608.8(6)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
370	TABLE R608.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
371	TABLE R608.8(7)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
372	TABLE R608.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, pROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
373	TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g
374	TABLE R608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ANDSCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g
376	FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
377	TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b
378	FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
379	TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b
380	FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
381	TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
382	FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
383	TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
384	FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
385	TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c
386	FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
387	TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c
388	FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
389	TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
390	FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
391	TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
392	FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
393	TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
394	FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
395	TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
396	FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
397	TABLE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
398	FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
399	TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
400	SECTION R609 EXTERIOR WINDOWS AND DOORS
401	SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
402	FIGURE R609.7.2(1) THROUGH THE FRAME FIGURE R609.7.2(2) FRAME CLIP FIGURE R609.7.2(3) THROUGH THE FRAME FIGURE R609.7.2(4) FRAME CLIP
403	FIGURE R609.7.2(5) THROUGH THE FLANGE FIGURE R609.7.2(6) THROUGH THE FLANGE FIGURE R609.7.2(7) FRAME CLIP FIGURE R609.7.2(8) THROUGH THE FLANGE
414	CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER
415	TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
417	TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS
418	TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.4.2 BACKER BOARD MATERIALS
419	TABLE R702.7(1) VAPOR RETARDER MATERIALS AND CLASSES TABLE R702.7(2) VAPOR RETARDER OPTIONS TABLE R702.7(3) CLASS III VAPOR RETARDERS
420	TABLE R702.7(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER SECTION R703 EXTERIOR COVERING
422	TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
423	TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
424	TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTIONa, b, c, d, e TABLE R703.3.2 LIMITS FOR ATTACHMENT PER Table R703.3(1) TABLE R703.3.3 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY
425	TABLE R703.6.1MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches)
426	TABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS
428	FIGURE R703.8(1) TYPICAL MASONRY VENEER WALL DETAILSd
429	FIGURE R703.8(2) TYPICAL MASONRY VENEER WALL DETAILSe
430	TABLE R703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS,WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.8(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 AND D2
431	FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
432	TABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE R703.8.3.2 MASONRY VENEER OPENING
433	TABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS
434	TABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TOWOOD STRUCTURAL PANEL SHEATHINGa, b, c
436	TABLE R703.11.2REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE
437	TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
438	TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b
439	TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FORDIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FORAPPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
440	SECTION R704 SOFFITS FIGURE R704.2.1(1) TYPICAL SINGLE-SPAN VINYL SOFFIT PANEL SUPPORT
441	FIGURE R704.2.1(2) TYPICAL DOUBLE-SPAN VINYL SOFFIT PANEL SUPPORT
442	TABLE R704.3.4 PRESCRIPTIVE ALTERNATIVE FOR WOOD STRUCTURAL PANEL SOFFIT b, c, d, e
444	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING
446	TABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
447	TABLE R802.4.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
448	TABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
449	TABLE R802.4.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
450	TABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
451	TABLE R802.4.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
452	TABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
453	TABLE R802.4.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
454	TABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
455	TABLE R802.4.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
456	TABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
457	TABLE R802.4.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
458	TABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180)
459	TABLE R802.4.1(7)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180)
460	TABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240)
461	TABLE R802.4.1(8)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240)
462	TABLE R802.4.1(9) RAFTER SPAN ADJUSTMENT FACTOR FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION
463	TABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
464	TABLE R802.5.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
465	TABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
466	TABLE R802.5.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
467	TABLE R802.5.2(1) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSg TABLE R802.5.2(2) HEEL JOINT CONNECTION ADJUSTMENT FACTORS
468	FIGURE R802.7.1.1 RAFTER NOTCH
469	FIGURE R802.7.1.2 CEILING JOIST TAPER CUT
471	TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h
472	TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)a, b, c, d, e, f, g, h
473	SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 COLD-FORMED STEEL ROOF FRAMING
474	FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION
475	TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa, b
476	TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c, d
477	TABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c, d
478	TABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION
479	FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL FIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING
480	FIGURE R804.3.1.4 SPLICED CEILING JOISTS
481	TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c, d TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
482	FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
483	FIGURE R804.3.2.4 RIDGE MEMBER CONNECTION
484	TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa
485	FIGURE R804.3.5(1) ROOF OR CEILING OPENING FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION
486	TABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEETa, b, c, d, e, f, g
487	FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL
488	FIGURE R804.3.7.2 ROOF BLOCKING DETAIL
489	SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION
491	TABLE R806.5 INSULATION FOR CONDENSATION CONTROL SECTION R807 ATTIC ACCESS
492	CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION SECTION R903 WEATHER PROTECTION
493	SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS
494	TABLE R905.1.1(1) UNDERLAYMENT TYPES
495	TABLE R905.1.1(2) UNDERLAYMENT APPLICATION
496	TABLE R905.1.1(3 UNDERLAYMENT APPLICATION TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES
497	TABLE R905.2.8.2 VALLEY LINING MATERIAL
498	TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
499	TABLE R905.4.4.1 CLASSIFICATION OF STEEP SLOPE METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 TABLE R905.6.5 SLATE SHINGLE HEADLAP
500	TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE R905.7.5(2) NAIL REQUIREMENTS FORWOOD SHAKES AND WOOD SHINGLES TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
501	TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
502	TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
503	TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
504	TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS TABLE R905.16.6 CLASSIFICATION OF PHOTOVOLTAIC SHINGLES
505	SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS SECTION R908 REROOFING
508	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES
509	TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
510	FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
512	FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1002 MASONRY HEATERS
513	SECTION R1003 MASONRY CHIMNEYS
515	TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
516	FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
517	FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES
518	SECTION R1005 FACTORY-BUILT CHIMNEYS
519	SECTION R1006 EXTERIOR AIR SUPPLY
520	PART IV-ENERGY CONSERVATION CHAPTER 11 [RE] ENERGY EFFICIENCY NOT ADOPTED
522	PART V-MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL SECTION M1202 EXISTING MECHANICAL SYSTEMS
524	CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION M1301 GENERAL SECTION M1302 APPROVAL SECTION M1303 LABELING OF APPLIANCES SECTION M1304 TYPE OF FUEL
525	SECTION M1305 APPLIANCE ACCESS
526	SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION SECTION M1307 APPLIANCE INSTALLATION
527	TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, i, j, k, l
528	FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
529	SECTION M1308 MECHANICAL SYSTEMS INSTALLATION
530	CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES SECTION M1401 GENERAL SECTION M1402 CENTRAL FURNACES SECTION M1403 HEAT PUMP EQUIPMENT SECTION M1404 REFRIGERATION COOLING EQUIPMENT SECTION M1405 BASEBOARD CONVECTORS SECTION M1406 RADIANT HEATING SYSTEMS
531	SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES
532	SECTION M1409 VENTED WALL FURNACES SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT
534	SECTION M1412 ABSORPTION COOLING EQUIPMENT SECTION M1413 EVAPORATIVE COOLING EQUIPMENT SECTION M1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS
536	CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST
537	TABLE M1502.4.6.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION M1503 DOMESTIC COOKING EXHAUST EQUIPMENT
538	SECTION M1504 EXHAUST DUCTS AND EXHAUST OPENINGS SECTION M1505 MECHANICAL VENTILATION
539	TABLE M1504.2 DUCT LENGTH
541	EQUATION 15-1 EQUATION 15-2 TABLE M1505.4.3 (1) WHOLE-HOUSE MECHANICAL VENTILATION AIRFLOW RATE TABLE M1505.4.3(2) SYSTEM COEFFICIENT (CSYSTEM) TABLE M1505.4.3.2 INTERMITTENT OFF WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa, b
542	TABLE M1505.4.4.1 MINIMUM LOCAL EXHAUST RATES TABLE M1505.4.4.2 PRESCRIPTIVE EXHAUST DUCT SIZING TABLE M1505.4.4.3 Kitchen Range Hood Airflow Rates (cfm) and ASTM E3087Capture Efficiency (CE) Ratings According to Kitchen RangeFuel Type
544	CHAPTER 16 DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION
545	TABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa
547	SECTION M1602 RETURN AIR
548	CHAPTER 17 COMBUSTION AIR SECTION M1701 GENERAL
550	CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL
551	SECTION M1802 VENT COMPONENTS SECTION M1803 CHIMNEY AND VENT CONNECTORS TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS
552	TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART
553	SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
554	CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS SECTION M1901 RANGES AND OVENS SECTION M1902 SAUNA HEATERS SECTION M1903 STATIONARY FUEL CELL POWER PLANTS SECTION M1904 GASEOUS HYDROGEN SYSTEMS
556	CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 BOILERS SECTION M2002 OPERATING AND SAFETY CONTROLS SECTION M2003 EXPANSION TANKS
557	TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYaFOR FORCED HOT-WATER SYSTEMS SECTION M2004 WATER HEATERS USED FOR SPACE HEATING SECTION M2005 WATER HEATERS SECTION M2006 POOL HEATERS
558	CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION TABLE M2101.9 HANGER SPACING INTERVALS
559	TABLE M2101.1 HYDRONIC PIPING AND FITTING MATERIALS
561	SECTION M2102 BASEBOARD CONVECTORS
562	SECTION M2103 FLOOR HEATING SYSTEMS SECTION M2104 LOW TEMPERATURE PIPING
563	SECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING TABLE M2105.4 GROUND-SOURCE LOOP PIPE TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS
566	CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION
567	SECTION M2204 OIL PUMPS AND VALVES
568	CHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS SECTION M2301 SOLAR THERMAL ENERGY SYSTEMS
570	PART VI-FUEL GAS CHAPTER 24 FUEL GAS SECTION G2401 (101) GENERAL SECTION G2402 (201) GENERAL SECTION G2403 (202) GENERAL DEFINITIONS
577	SECTION G2404 (301) GENERAL SECTION G2405 (302) STRUCTURAL SAFETY
578	SECTION G2406 (303) APPLIANCE LOCATION SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR
579	EQUATION 24-1 EQUATION 24-2 FIGURE G2407.5.3 (304.5.3)ALL AIR FROM INSIDE THE BUILDING(see Section G2407.5.3) EQUATION 24-1 EQUATION 24-2 FIGURE G2407.5.3 (304.5.3)ALL AIR FROM INSIDE THE BUILDING(see Section G2407.5.3)
580	FIGURE G2407.6.1(1) [304.6.1(1)]ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC(see Section G2407.6.1) FIGURE G2407.6.1(2) [304.6.1(2)]ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC(see Section G2407.6.1) FIGURE G2407.6.1(2) [304.6.1(2)]ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC(see Section G2407.6.1) FIGURE G2407.6.1(1) [304.6.1(1)]ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC(see Section G2407.6.1)
581	FIGURE G2407.6.1(3) [304.6.1(3)]ALL AIR FROM OUTDOORS (see Section G2407.6.1) FIGURE G2407.6.2 (304.6.2)SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS(see Section G2407.6.2) FIGURE G2407.6.2 (304.6.2)SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS(see Section G2407.6.2)
582	SECTION G2408 (305) INSTALLATION
583	SECTION G2409 (308) CLEARANCE REDUCTION FIGURE G2409.2(1) [308.2(1)]EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
584	FIGURE G2409.2(2) [308.2(2)]WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE G2409.2(3)[308.2(3)]MASONRY CLEARANCE REDUCTION SYSTEM
585	TABLE G2409.2 (308.2) REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION a through k
586	SECTION G2410 (309) ELECTRICAL SECTION G2411 (310) ELECTRICAL BONDING SECTION G2412 (401) GENERAL
587	SECTION G2413 (402) PIPE SIZING EQUATION 24-3 EQUATION 24-4 TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS ANDUNDILUTED PROPANE AT STANDARD CONDITIONS
588	TABLE G2413.4(1) [402.4(2)]SCHEDULE 40 METALLIC PIPE
589	TABLE G2413.4(2) [402.4(5)]SCHEDULE 40 METALLIC PIPE
590	TABLE G2413.4(3) [402.4(9)]SEMIRIGID COPPER TUBING
591	TABLE G2413.4(4) [402.4(12)]SEMIRIGID COPPER TUBING
592	TABLE G2413.4(5) [402.4(15)]CORRUGATED STAINLESS STEEL TUBING (CSST)
593	TABLE G2413.4(6) [402.4(18)]CORRUGATED STAINLESS STEEL TUBING (CSST)
594	TABLE G2413.4(7) [402.4(21)]POLYETHYLENE PLASTIC PIPE
595	TABLE G2413.4(8) [402.4(22)]POLYETHYLENE PLASTIC PIPE
596	TABLE G2413.4(9) [402.4(25)]SCHEDULE 40 METALLIC PIPE
597	TABLE G2413.4(10) [402.4(26)]SCHEDULE 40 METALLIC PIPE
598	TABLE G2413.4(11) [402.4(27)]SCHEDULE 40 METALLIC PIPE
599	TABLE G2413.4(12) [402.4(28)]SCHEDULE 40 METALLIC PIPE
600	TABLE G2413.4(13) [402.4(29)]SEMIRIGID COPPER TUBING
601	TABLE G2413.4(14) [402.4(30)]SEMIRIGID COPPER TUBING
602	TABLE G2413.4(15) [402.4(31)]SEMIRIGID COPPER TUBING
603	TABLE G2413.4(16) [402.4(32)]CORRUGATED STAINLESS STEEL TUBING (CSST)
604	TABLE G2413.4(17) [402.4(33)]CORRUGATED STAINLESS STEEL TUBING (CSST)
605	TABLE G2413.4(18) [402.4(34)]CORRUGATED STAINLESS STEEL TUBING (CSST)
606	TABLE G2413.4(19) [402.4(35)]POLYETHYLENE PLASTIC PIPE
607	TABLE G2413.4(20) [402.4(36)]POLYETHYLENE PLASTIC PIPE
608	TABLE G2413.4(21) [402.4(37)]POLYETHYLENE PLASTIC TUBING
609	SECTION G2414 (403) PIPING MATERIALS
610	TABLE G2414.8.2 (403.8.2) SPECIFICATIONS FOR THREADING METALLIC PIPE
611	SECTION G2415 (404) PIPING SYSTEM INSTALLATION
614	SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION SECTION G2417 (406) INSPECTION, TESTING AND PURGING
615	TABLE G2417.7.1.1 (406.7.1.1) SIZE AND LENGTH OF PIPING
616	SECTION G2418 (407) PIPING SUPPORT SECTION G2419 (408) DRIPS AND SLOPED PIPING
617	FIGURE G2419.4 (408.4) METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP SECTION G2420 (409) SHUTOFF VALVES TABLE G2420.1.1 (409.1.1) MANUAL GAS VALVE STANDARDS
618	SECTION G2421 (410) FLOW CONTROLS SECTION G2422 (411) APPLIANCE CONNECTIONS
619	SECTION G2423 (413) COMPRESSED NATURAL GAS MOTORVEHICLE FUEL-DISPENSING FACILITIES SECTION G2424 (415) PIPING SUPPORT INTERVALS
620	TABLE G2424.1 (415.1) SUPPORT OF PIPING SECTION G2425 (501) GENERAL
621	SECTION G2426 (502) VENTS
622	SECTION G2427 (503) VENTING OF APPLIANCES TABLE G2427.4 (503.4) TYPE OF VENTING SYSTEM TO BE USED
625	FIGURE G2427.6.4 (503.6.5) TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL
627	FIGURE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES
628	TABLE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES
629	TABLE G2427.10.2.4 (503.10.2.4)MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
630	TABLE G2427.10.5(503.10.5)CLEARANCES FOR CONNECTORSa
631	SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
633	TABLE G2428.2(1) [504.2(1)]TYPE B DOUBLE-WALL GAS VENT
634	TABLE G2428.2(2) [504.2(2)]TYPE B DOUBLE-WALL GAS VENT
635	TABLE G2428.2(2) [504.2(2)]—continuedTYPE B DOUBLE-WALL GAS VENT
636	TABLE G2428.3.2 (504.3.2)MAXIMUM VENT CONNECTOR LENGTH
637	TABLE G2428.3(1) [504.3(1)]TYPE B DOUBLE-WALL VENT
638	TABLE G2428.3(2) [504.3(2)]TYPE B DOUBLE-WALL VENT
639	TABLE G2428.3(3) [504.3(3)]MASONRY CHIMNEY
640	TABLE G2428.3(4) [504.3(4)]MASONRY CHIMNEY
642	SECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT,MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION G2430 (506) FACTORY-BUILT CHIMNEYS
643	SECTION G2431 (601) GENERAL SECTION G2432 (602) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION G2433 (603) LOG LIGHTERS SECTION G2434 (604) VENTED GAS FIREPLACES(DECORATIVE APPLIANCES) SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS SECTION G2436 (608) VENTED WALL FURNACES SECTION G2437 (609) FLOOR FURNACES
644	SECTION G2438 (613) CLOTHES DRYERS SECTION G2439 (614) CLOTHES DRYER EXHAUST
645	SECTION G2440 (615) SAUNA HEATERS
646	SECTION G2441 (617) POOL AND SPA HEATERS SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES
647	SECTION G2443 (619) CONVERSION BURNERS SECTION G2444 (620) UNIT HEATERS SECTION G2445 (621) UNVENTED ROOM HEATERS SECTION G2446 (622) VENTED ROOM HEATERS SECTION G2447 (623) COOKING APPLIANCES
648	SECTION G2448 (624) WATER HEATERS SECTION G2449 (627) AIR-CONDITIONING APPLIANCES SECTION G2450 (628) ILLUMINATING APPLIANCES SECTION G2451 (630) INFRARED RADIANT HEATERS
649	SECTION G2452 (631) BOILERS SECTION G2453 (635) OUTDOOR DECORATIVE APPLIANCES
650	PART VII-PLUMBING CHAPTER 25 PLUMBING ADMINISTRATION NOT ADOPTED
652	CHAPTER 26 GENERAL PLUMBING REQUIREMENTS NOT ADOPTED
654	CHAPTER 27 PLUMBING FIXTURES NOT ADOPTED
656	CHAPTER 28 WATER HEATERS NOT ADOPTED
658	CHAPTER 29 WATER SUPPLY AND DISTRIBUTION NOT ADOPTED EXCEPT FOR SECTION 2904 SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS
659	TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
660	FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCEBETWEEN SPRINKLER AND OBSTRUCTION
662	EQUATION 29-1 TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b
663	TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE P2904.6.2(3) ELEVATION LOSS (PLe)
664	TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
665	TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
666	TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
667	TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
668	TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING
669	TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING
672	CHAPTER 30 SANITARY DRAINAGE NOT ADOPTED
674	CHAPTER 31 VENTS NOT ADOPTED
676	CHAPTER 32 TRAPS NOT ADOPTED
678	CHAPTER 33 STORM DRAINAGE NOT ADOPTED
680	PART VIII-ELECTRICAL CHAPTER 34 GENERAL REQUIREMENTS NOT ADOPTED
682	CHAPTER 35 ELECTRICAL DEFINITIONS NOT ADOPTED
684	CHAPTER 36 SERVICES NOT ADOPTED
686	CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS NOT ADOPTED
688	CHAPTER 38 WIRING METHODS NOT ADOPTED
690	CHAPTER 39 POWER AND LIGHTING DISTRIBUTIONNOT ADOPTED
692	CHAPTER 40 DEVICES AND LUMINAIRES NOT ADOPTED
694	CHAPTER 41 APPLIANCE INSTALLATIONNOT ADOPTED
696	CHAPTER 42 SWIMMING POOLS NOT ADOPTED
698	CHAPTER 43 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS NOT ADOPTED
700	PART IX-REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACCA
701	ACI AHAM AISI AMCA ANCE
702	ANSI
704	APA ASCE/SEI
705	ASHRAE ASME ASTM
717	AWC AWPA AWS AWWA CEN
718	CPA CPSC CSA
719	CSSB DASMA DHA DOC DOTn
720	FEMA FM GA HVI
721	ICC ISO MSS
722	NAIMA NFPA
723	NSF PCA SBCA SMACNA
724	TMS TPI UL
727	ULC WDMA WMA
728	CHAPTER 45 EXISTING BUILDING AND STRUC SECTION R4501 SCOPE AND PURPOSE SECTION R4502 COMPLIANCE SECTION R4503 REPAIRS
729	SECTION R4504 ALTERATIONS
730	SECTION R4505 ADDITIONS SECTION R4506 RELOCATIONS
732	APPENDIX AA SIZING AND CAPACITIES OF GAS PIPING SECTION AA101 GENERAL PIPING CONSIDERATIONS SECTION AA102 DESCRIPTION OF TABLES
735	SECTION AA103 USE OF CAPACITY TABLES
737	SECTION AA104 USE OF SIZING EQUATIONS
738	SECTION AA105 PIPE AND TUBE DIAMETERS SECTION AA106 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING
744	APPENDIX AB SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES ANDAPPLIANCES LISTED FOR USE WITH TYPE B VENTS SECTION AB101 EXAMPLES USING SINGLE-APPLIANCE VENTING TABLES FIGURE AB101.1 EXAMPLE 1: SINGLE DRAFT HOOD-EQUIPPED APPLIANCE
745	FIGURE AB101.2 EXAMPLE 2: SINGLE FAN-ASSISTED APPLIANCE FIGURE AB101.4(1) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT
746	FIGURE AB101.4(2) TYPE B DOUBLE-WALL VENT SYSTEMSERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR FIGURE AB101.4(3) VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE AB101.4(4) VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEYAND A SINGLE-WALL METAL VENT CONNECTOR FIGURE AB101.4(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVINGA SINGLE DRAFT HOOD-EQUIPPED APPLIANCE
747	SECTION AB102 EXAMPLES USING COMMON VENTING TABLES FIGURE AB102.1 EXAMPLE 4: COMMON VENTINGTWO DRAFT HOOD-EQUIPPED APPLIANCES
748	FIGURE AB102.2 EXAMPLE 5a: COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACEINTO A TYPE B DOUBLE-WALL COMMON VENT
749	TABLE AB102.3 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
750	FIGURE AB102.5(1) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE AB102.5(2) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS
751	FIGURE AB102.5(3) MASONRY CHIMNEY SERVINGTWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE AB102.5(4) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE AB102.5(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT HOOD-EQUIPPED APPLIANCES FIGURE AB102.5(6) USE OF MANIFOLD COMMON VENT CONNECTOR
752	FIGURE AB102.5(7) USE OF OFFSET COMMON VENTS WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE AB102.5(8) MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE AB102.5(9) MULTISTORY VENT SYSTEMS
753	FIGURE AB102.5 (10)99% WINTER DESIGN TEMPERATURES FOR THE CONTIGUOUS UNITED STATES
754	APPENDIX AC EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS SECTION AC101 GENERAL FIGURE AC101.1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
756	APPENDIX AD RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION SECTION AD101 GENERAL SECTION AD102 OCCUPANT AND INSPECTOR SAFETY
757	SECTION AD103 GAS PIPING AND CONNECTIONS INSPECTIONS SECTION AD104 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING
758	SECTION AD105 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING
759	SECTION AD106 APPLIANCE-SPECIFIC INSPECTIONS
761	TABLE AD106 CO THRESHOLDS
762	APPENDIX AE MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT
763	SECTION AE103 DEFINITIONS SECTION AE104 PERMITS
764	SECTION AE105 APPLICATION FOR PERMIT SECTION AE106 PERMITS ISSUANCE
765	SECTION AE107 FEES SECTION AE108 INSPECTIONS
766	SECTION AE109 SPECIAL INSPECTIONS SECTION AE110 UTILITY SERVICE
767	SECTION AE111 OCCUPANCY CLASSIFICATION SECTION AE112 LOCATION ON PROPERTY SECTION AE113 DESIGN SECTION AE114 FOUNDATION SYSTEMS SECTION AE115 SKIRTING AND PERIMETER ENCLOSURES
768	SECTION AE116 STRUCTURAL ADDITIONS SECTION AE117 BUILDING SERVICE EQUIPMENT SECTION AE118 EXITS SECTION AE119 OCCUPANCY, FIRE SAFETY AND ENERGYCONSERVATION STANDARDS SECTION AE120 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS SECTION AE121 FOOTINGS AND FOUNDATIONS SECTION AE122 PIER CONSTRUCTION
769	SECTION AE123 HEIGHT OF PIERS SECTION AE124 ANCHORAGE INSTALLATIONS SECTION AE125 TIES, MATERIALS AND INSTALLATION
770	SECTION AE126 REFERENCED STANDARDS TABLE AE126.1 REFERENCED STANDARDS
772	APPENDIX AF RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS
773	FIGURE AF101 EPA MAP OF RADON ZONES TABLE AF101(1) HIGH RADON POTENTIAL (ZONE 1) COUNTIESa
774	FIGURE AF103.1 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES
776	SECTION AF104 TESTING
778	APPENDIX AG PIPING STANDARDS FOR VARIOUS APPLICATIONS SECTION AG101 PLASTIC PIPING STANDARDS SECTION AG102 REFERENCED STANDARDS
779	TABLE AG101.1 PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa, b
780	TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa, b
781	TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa, b
782	TABLE AG102.1 REFERENCED STANDARDS
783	TABLE AG102.1—continued REFERENCED STANDARDS
784	APPENDIX AH PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 EXTERIOR WALLS AND OPENINGS SECTION AH104 HEIGHT SECTION AH105 STRUCTURAL PROVISIONS SECTION AH106 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS
785	TABLE AH106.4.1(1) DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMINGa, b, e, f, g, h TABLE AH106.4.1(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE
786	FIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES
788	APPENDIX AI PRIVATE SEWAGE DISPOSAL SECTION AI101 GENERAL
790	APPENDIX AJ EXISTING BUILDINGS AND STRUCTURES SECTION AJ101 PURPOSE AND INTENT SECTION AJ102 COMPLIANCE
791	SECTION AJ103 PRELIMINARY MEETING SECTION AJ104 EVALUATION OF AN EXISTING BUILDING SECTION AJ105 PERMIT SECTION AJ106 DEFINITIONS
792	SECTION AJ107 REPAIRS SECTION AJ108 RENOVATIONS
793	SECTION AJ109 ALTERATIONS SECTION AJ110 RECONSTRUCTION
794	SECTION AJ111 REFERENCED STANDARDS TABLE AJ111.1 REFERENCED STANDARDS
796	APPENDIX AK SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIRBORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS TABLE AK104.1 REFERENCED STANDARDS
798	APPENDIX AL PERMIT FEES SECTION AL101 GENERAL TABLE AL101.1 PERMIT FEE SCHEDULE
800	APPENDIX AM HOME DAY CARE—R-3 OCCUPANCY SECTION AM101 GENERAL SECTION AM102 DEFINITION SECTION AM103 MEANS OF EGRESS
801	SECTION AM104 SMOKE DETECTION
802	APPENDIX AN VENTING METHODS SECTION AN101 VENTING METHODS FIGURE AN101.1(1) TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS
803	FIGURE AN101.1(2) TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS
804	FIGURE AN101.1(3) TYPICAL HORIZONTAL WET VENTING
805	FIGURE AN101.1(4) TYPICAL METHODS OF WET VENTING
806	FIGURE AN101.1(5) SINGLE-STACK SYSTEM FOR A TWO-STORY DWELLING
807	FIGURE AN101.1(6) WASTE STACK VENTING FIGURE AN101.1(7) CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH
808	APPENDIX AO AUTOMATIC VEHICULAR GATES SECTION AO101 GENERAL SECTION AO102 DEFINITION SECTION AO103 AUTOMATIC VEHICULAR GATES SECTION AO104 REFERENCED STANDARDS TABLE AO104.1 REFERENCED STANDARDS
810	APPENDIX AP SIZING OF WATER PIPING SYSTEM SECTION AP101 GENERAL SECTION AP102 INFORMATION REQUIRED SECTION AP103 SELECTION OF PIPE SIZE
812	FIGURE AP103.3(1) EXAMPLE—SIZING
813	TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
814	TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
815	FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING)
816	TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND
817	TABLE AP103.3(3)—continued TABLE FOR ESTIMATING DEMAND
818	FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING)
819	TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi)
820	FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING)
821	TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet)
822	FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
823	TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet)
824	FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
825	FIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa
827	TABLE AP103.3.1(1) SUMMATION OF DEVELOPED PIPING LENGTHS
828	TABLE AP103.3.1(2) FITTING PRESSURE LOSSES EXPRESSED IN EQUIVALENT LENGTHS (formerly Table AP.1) TABLE AP103.3.1(3) TOTAL FRICTION LOSS EQUIVALENT PIPING LENGTH (formerly Table AP.2) SECTION AP201 SELECTION OF PIPE SIZE
830	TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES(w.s.f.u.)
831	TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES(w.s.f.u.)
832	APPENDIX AQ TINY HOUSES SECTION AQ101 GENERAL SECTION AQ102 DEFINITIONS SECTION AQ103 CEILING HEIGHT SECTION AQ104 ENERGY CONSERVATION SECTION AQ105 EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION AQ106 ENERGY CONSERVATION
834	APPENDIX AR LIGHT STRAW-CLAY CONSTRUCTION SECTION AR101 GENERAL SECTION AR102 DEFINITIONS SECTION AR103 NONBEARING LIGHT STRAW-CLAYCONSTRUCTION
835	TABLE AR103.2.3 REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa FIGURE AR103.2.4(1) LIGHT STRAW-CLAY WALL WITH LARSEN TRUSSES FIGURE AR103.2.4(2) LIGHT STRAW-CLAY WALL SINGLE STUD WIDTH
836	FIGURE AR103.2.4(3) LIGHT STRAW-CLAY WALL WITH BLIND STUDS
837	SECTION AR104 THERMAL PERFORMANCE SECTION AR105 REFERENCED STANDARDS TABLE AR105.1 REFERENCED STANDARDS
838	APPENDIX AS STRAWBALE CONSTRUCTION SECTION AS101 GENERAL SECTION AS102 DEFINITIONS
839	FIGURE AS101.2 TYPICAL STRAWBALE WALL SYSTEMS FIGURE AS102.1 BALE ORIENTATIONS
840	SECTION AS103 BALES FIGURE AS103.2 APPROXIMATE DIMENSIONS OF COMMON STRAW BALES SECTION AS104 FINISHES
842	SECTION AS105 STRAWBALE WALLS—GENERAL
843	FIGURE AS105.1(1) TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING
844	FIGURE AS105.1(2) TYPICAL BASE OF PLASTERED STRAWBALE WALL OVER RAISED FLOOR
845	FIGURE AS105.1(3) TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL
846	FIGURE AS105.1(4) TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL
847	TABLE AS105.4 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS
848	SECTION AS106 STRAWBALE WALLS—STRUCTURAL
849	TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTHFOR PLASTERS ON STRUCTURAL WALLS
850	EQUATION AS-1 TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS
851	TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES SECTION AS107 FIRE RESISTANCE
852	TABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED
853	TABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY
854	SECTION AS108 THERMAL INSULATION SECTION AS109 REFERENCED STANDARDS TABLE AS109.1 REFERENCED STANDARDS
856	APPENDIX AT SOLAR-READY PROVISIONS—DETACHED ONE- ANDTWO-FAMILY DWELLINGS AND TOWNHOUSES SECTION AT101 (RB101)SCOPE SECTION AT102 (RB102) GENERAL DEFINITION SECTION AT103 (RB103) SOLAR-READY ZONE
858	APPENDIX AU COB CONSTRUCTION (MONOLITHIC ADOBE) SECTION AU101 GENERAL FIGURE AU101.4 TYPICAL COB WALL
859	SECTION AU102 DEFINITIONS SECTION AU103 MATERIALS, MIXING AND INSTALLATION
860	SECTION AU104 FINISHES
861	SECTION AU105 COB WALLS—GENERAL
862	TABLE AU105.3 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL HEIGHT LIMITS
863	SECTION AU106 COB WALLS—STRUCTURAL EQUATION AU-1
864	EQUATION AU-2 EQUATION AU-3
865	FIGURE AU106.9.5 CONNECTION OF ROOF FRAMING TO BOND BEAMS
866	FIGURE AU106.9.6 CONNECTIONS AT GABLE AND SHED ROOF END WALLS EQUATION AU-4
867	TABLE AU106.10 LINTELS AND BOND BEAMS SPANNING OPENINGS
868	TABLE AU106.11(1) COB BRACED WALL PANEL TYPES
869	TABLE AU106.11(2) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON WIND SPEED TABLE AU106.11(3) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY A
870	TABLE AU106.11(4) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY B
871	TABLE AU106.11(5) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY C
872	FIGURE AU106.11.3 CURVED BRACED WALL PANEL TABLE AU106.12 ANCHORAGE OF BOND BEAMS FOR WIND UPLIFT
873	SECTION AU107 COB FLOORS SECTION AU108 FIRE RESISTANCE SECTION AU109 THERMAL PERFORMANCE SECTION AU110 REFERENCED STANDARDS TABLE AU110.1 REFERENCED STANDARDS
874	APPENDIX AV BOARD OF APPEALS SECTION AV101 GENERAL
876	APPENDIX AW 3D-PRINTED BUILDING CONSTRUCTION SECTION AW101 GENERAL SECTION AW102 DEFINITIONS SECTION AW103 BUILDING DESIGN SECTION AW104 BUILDING CONSTRUCTION SECTION AW105 SPECIAL INSPECTIONS
877	SECTION AW106 REFERENCED STANDARDS TABLE AW106.1 REFERENCED STANDARDS
878	APPENDIX AX (RC) ZERO ENERGY RESIDENTIAL BUILDING PROVISIONS SECTION AX 101(RC101) COMPLIANCE SECTION AX 102 (RC102) ZERO ENERGY RESIDENTIAL BUILDINGS EQUATION AX-1 TABLE AX102.2 (RC102.2)MAXIMUM ENERGY RATING INDEXa SECTION AX103 (RC103) REFERENCED STANDARDS TABLE AX103.1 (RC103.1) REFERENCED STANDARDS
880	APPENDIX AWU DWELLING UNIT FIRE SPRINKLER SYSTEMS
882	APPENDIX AWV FIRE SPRINKLERS
884	APPENDIX AWY CONSTRUCTION AND DEMOLITION MATERIAL MANAGEMENT SECTION AWY101 GENERAL SECTION AWY102 GENERAL DEFINITIONS SECTION AWY103 CONSTRUCTION AND DEMOLITION MATERIALMANAGEMENT
886	APPENDIX AWZ BUILDING DECONSTRUCTION SECTION AWZ101 GENERAL SECTION AWZ102 GENERAL DEFINITIONS SECTION AWZ103 DECONSTRUCTION
888	INDEX
900	CHANGES TO THE CODE DEVELOPMENT PROCESS
901	ICC CREDENTIALING
902	ICC DIGITAL CODES PREMIUM
903	ICC EVALUATION SERVICE®

WA StateMechanicalCode 2021 1stptg

Sun, 20 Oct 2024 09:01:46 +0000

This is a fully integrated code based on the 2021 International Mechanical Code

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PDF Pages	PDF Title
1	2021 WASHINGTON STATE MECHANICAL CODE BASED ON THE 2021 INTERNATIONAL MECHANICAL CODE®
2	2021 WASHINGTON STATE MECHANICAL CODE BASED ON THE 2021 INTERNATIONAL MECHANICAL CODE®
3	COPYRIGHT
4	PREFACE
12	ARRANGEMENT AND FORMAT OF THE 2021 IMC
16	TABLE OF CONTENTS
20	CHAPTER 1: SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS
21	SECTION 102 APPLICABILITY
22	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL
23	SECTION 105 APPROVAL SECTION 106 PERMITS
25	SECTION 107 CONSTRUCTION DOCUMENTS SECTION 108 NOTICE OF APPROVAL SECTION 109 FEES SECTION 110 SERVICE UTILITIES
26	SECTION 111 TEMPORARY EQUIPMENT, SYSTEMS AND USES SECTION 112 INSPECTIONS AND TESTING
27	SECTION 113 MEANS OF APPEALS SECTION 114 BOARD OF APPEALS SECTION 115 VIOLATIONS
28	SECTION 116 STOP WORK ORDER
30	CHAPTER 2: DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
44	CHAPTER 3: GENERAL REGULATIONS SECTION 301 GENERAL
45	SECTION 302 PROTECTION OF STRUCTURE
46	SECTION 303 EQUIPMENT AND APPLIANCE LOCATION SECTION 304 INSTALLATION
48	SECTION 305 PIPING SUPPORT TABLE 305.4 PIPING SUPPORT SPACINGa SECTION 306 ACCESS AND SERVICE SPACE
50	SECTION 307 CONDENSATE DISPOSAL
51	TABLE 307.2.2 CONDENSATE DRAIN SIZING
52	SECTION 308 CLEARANCE REDUCTION TABLE 308.4.2 CLEARANCE REDUCTION METHODSb
53	SECTION 309 TEMPERATURE CONTROL SECTION 310 EXPLOSION CONTROL SECTION 311 SMOKE AND HEAT VENTS SECTION 312 HEATING AND COOLING LOAD CALCULATIONS
54	CHAPTER 4: VENTILATION SECTION 401 GENERAL
55	TABLE 401.5 OPENING SIZES IN LOUVERS, GRILLES AND SCREENS PROTECTING AIR INTAKE OPENINGS SECTION 402 NATURAL VENTILATION SECTION 403 MECHANICAL VENTILATION
56	EQUATION 4-1
57	TABLE 403.3.1.1.1.2 ZONE AIR DISTRIBUTION EFFECTIVENESSa, b, c, d EQUATION 4-2 EQUATION 4-3 EQUATION 4-4 EQUATION 4-5 EQUATION 4-6
58	EQUATION 4-6A EQUATION 4-6B EQUATION 4-7 EQUATION 4-8
59	TABLE 403.3.1.1 MINIMUM VENTILATION RATES
60	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
61	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
62	EQUATION 4-10 EQUATION 4-11 TABLE 403.4.2 WHOLE-HOUSE MECHANICAL VENTILATION AIRFLOW RATE (CONTINUOUSLY OPERATING SYSTEMS)
65	TABLE 403.4.6.5 INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa, b TABLE 403.4.7.2 PRESCRIPTIVE EXHAUST DUCT SIZING TABLE 403.4.7 MINIMUM EXHAUST RATES
66	TABLE 403.4.7.3 KITCHEN RANGE HOOD AIRFLOW RATES (CMF)AND ASTM E3087 CAPTURE EFFICIENCY (CE) RATINGS ACCORDING TO KITCHEN RANGE FUEL TYPE
67	SECTION 404 ENCLOSED PARKING GARAGES SECTION 405 SYSTEMS CONTROL SECTION 406 VENTILATION OF UNINHABITED SPACES SECTION 407 AMBULATORY CARE FACILITIES AND GROUP I-2 OCCUPANCIES
68	CHAPTER 5: EXHAUST SYSTEMS SECTION 501 GENERAL
69	SECTION 502 REQUIRED SYSTEMS
70	EQUATION 5-1
76	SECTION 503 MOTORS AND FANS
77	SECTION 504 CLOTHES DRYER EXHAUST
78	TABLE 504.9.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
79	SECTION 505 DOMESTIC COOKING EXHAUST EQUIPMENT
80	SECTION 506 COMMERCIAL KITCHEN HOOD VENTILATION SYSTEM DUCTS AND EXHAUST EQUIPMENT
85	SECTION 507 COMMERCIAL KITCHEN HOODS
86	TABLE 507.1.2 TYPE OF HOOD REQUIRED FOR DOMESTIC COOKING APPLIANCESIN THE FOLLOWING SPACES a, b
87	TABLE 507.2.8 MINIMUM DISTANCE BETWEEN THE LOWEST EDGE OF A GREASE FILTER AND THE COOKING SURFACE OR THE HEATING SURFACE
89	SECTION 508 COMMERCIAL KITCHEN MAKEUP AIR SECTION 509 FIRE SUPPRESSION SYSTEMS SECTION 510 HAZARDOUS EXHAUST SYSTEMS
91	TABLE 510.8 MINIMUM DUCT THICKNESS
92	TABLE 510.8.2 CLEARANCE TO COMBUSTIBLES SECTION 511 DUST, STOCK AND REFUSE CONVEYING SYSTEMS TABLE 511.2 CONSTRUCTION, CLEARANCE AND TERMINATION REQUIREMENTS FOR SINGLE-WALL METAL CHIMNEYS
93	SECTION 512 SUBSLAB SOIL EXHAUST SYSTEMS SECTION 513 SMOKE CONTROL SYSTEMS
95	EQUATION 5-2
96	EQUATION 5-3
97	SECTION 514 ENERGY RECOVERY VENTILATION SYSTEMS
98	SECTION 515 WASTE OR LINEN CHUTE VENTING
100	CHAPTER 6: DUCT SYSTEMS SECTION 601 GENERAL
101	SECTION 602 PLENUMS
103	SECTION 603 DUCT CONSTRUCTION AND INSTALLATION
104	TABLE 603.4 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa
106	SECTION 604 INSULATION
107	SECTION 605 AIR FILTERS SECTION 606 SMOKE DETECTION SYSTEMS CONTROL
108	SECTION 607 DUCT AND TRANSFER OPENINGS
109	[BF] TABLE 607.3.2.1 FIRE DAMPER RATING
114	SECTION 608 BALANCING
116	CHAPTER 7: COMBUSTION AIR SECTION 701 GENERAL
118	CHAPTER 8: CHIMNEYS AND VENTS SECTION 801 GENERAL
119	SECTION 802 VENTS TABLE 802.2 VENT APPLICATION
120	SECTION 803 CONNECTORS TABLE 803.9(1) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR LOW-HEAT APPLIANCES TABLE 803.9(2) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR MEDIUM- AND HIGH-HEAT APPLIANCES
121	TABLE 803.10.4 CHIMNEY CONNECTOR SYSTEMS AND CLEARANCES TO COMBUSTIBLE WALL MATERIALS FOR DOMESTIC HEATING APPLIANCESa, b, c, d SECTION 804 DIRECT-VENT, INTEGRAL VENT AND MECHANICAL DRAFT SYSTEMS
122	TABLE 803.10.6 CONNECTOR CLEARANCES TO COMBUSTIBLES
123	SECTION 805 FACTORY-BUILT CHIMNEYS SECTION 806 METAL CHIMNEYS
124	CHAPTER 9: SPECIFIC APPLIANCES, FIREPLACES AND SOLID FUEL-BURNING EQUIPMENT SECTION 901 GENERAL SECTION 902 MASONRY FIREPLACES SECTION 903 FACTORY-BUILT FIREPLACES SECTION 904 PELLET FUEL-BURNING APPLIANCES SECTION 905 FIREPLACE STOVES AND ROOM HEATERS SECTION 906 FACTORY-BUILT BARBECUE APPLIANCES
125	SECTION 907 INCINERATORS AND CREMATORIES SECTION 908 COOLING TOWERS, EVAPORATIVE CONDENSERS AND FLUID COOLERS SECTION 909 VENTED WALL FURNACES SECTION 910 FLOOR FURNACES
126	SECTION 911 DUCT FURNACES SECTION 912 INFRARED RADIANT HEATERS SECTION 913 CLOTHES DRYERS SECTION 914 SAUNA HEATERS
127	SECTION 915 ENGINE AND GAS TURBINE-POWERED EQUIPMENT AND APPLIANCES SECTION 916 POOL AND SPA HEATERS SECTION 917 COOKING APPLIANCES SECTION 918 FORCED-AIR WARM-AIR FURNACES
128	SECTION 919 CONVERSION BURNERS SECTION 920 UNIT HEATERS SECTION 921 VENTED ROOM HEATERS SECTION 922 KEROSENE AND OIL-FIRED STOVES SECTION 923 SMALL CERAMIC KILNS SECTION 924 STATIONARY FUEL CELL POWER SYSTEMS SECTION 925 MASONRY HEATERS SECTION 926 GASEOUS HYDROGEN SYSTEMS SECTION 927 RADIANT HEATING SYSTEMS
129	SECTION 928 EVAPORATIVE COOLING EQUIPMENT SECTION 929 UNVENTED ALCOHOL FUEL-BURNING DECORATIVE APPLIANCES SECTION 930 LARGE-DIAMETER CEILING FANS
130	CHAPTER 10: BOILERS, WATER HEATERS AND PRESSURE VESSELS SECTION 1001 GENERAL SECTION 1002 WATER HEATERS SECTION 1003 PRESSURE VESSELS
131	SECTION 1004 BOILERS TABLE 1004.3.1 BOILER TOP CLEARANCES
132	SECTION 1005 BOILER CONNECTIONS SECTION 1006 SAFETY AND PRESSURE RELIEF VALVES AND CONTROLS SECTION 1007 BOILER LOW-WATER CUTOFF SECTION 1008 BOTTOM BLOWOFF VALVE
133	SECTION 1009 HOT WATER BOILER EXPANSION TANK EQUATION 10-1 TABLE 1009.2 CLOSED-TYPE EXPANSION TANK SIZING SECTION 1010 GAUGES SECTION 1011 TESTS
134	CHAPTER 11: REFRIGERATION SECTION 1101 GENERAL TABLE 1101.2 FACTORY-BUILT EQUIPMENT AND APPLIANCES SECTION 1102 SYSTEM REQUIREMENTS
135	SECTION 1103 REFRIGERATION SYSTEM CLASSIFICATION
136	SECTION 1104 SYSTEM APPLICATION REQUIREMENTS
137	TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
138	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
139	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
140	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
141	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
142	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
143	SECTION 1105 MACHINERY ROOM, GENERAL REQUIREMENTS TABLE 1104.3.2 MAXIMUM PERMISSIBLE QUANTITIES OF REFRIGERANTS
144	EQUATION 11-1 EQUATION 11-2 SECTION 1106 MACHINERY ROOM, SPECIAL REQUIREMENTS
145	TABLE 1106.4.2 MINIMUM EXHAUST RATES SECTION 1107 PIPING MATERIAL TABLE 1107.4 REFRIGERANT PIPE
146	TABLE 1107.5 REFRIGERANT PIPE FITTINGS TABLE 1107.5.1 COPPER BRAZED SWAGED CUP DEPTHS SECTION 1108 JOINTS AND CONNECTIONS
147	SECTION 1109 REFRIGERANT PIPE INSTALLATION
148	TABLE 1109.3.2 SHAFT VENTILATION VELOCITY
149	SECTION 1110 REFRIGERATION PIPING SYSTEM TEST
150	[F] SECTION 1111 PERIODIC TESTING
152	CHAPTER 12: HYDRONIC PIPING SECTION 1201 GENERAL SECTION 1202 MATERIAL TABLE 1202.4 HYDRONIC PIPE
153	SECTION 1203 JOINTS AND CONNECTIONS TABLE 1202.5 HYDRONIC PIPE FITTINGS
155	SECTION 1204 PIPE INSULATION SECTION 1205 VALVES SECTION 1206 PIPING INSTALLATION
156	SECTION 1207 TRANSFER FLUID SECTION 1208 TESTS SECTION 1209 EMBEDDED PIPING
157	SECTION 1210 PLASTIC PIPE GROUND-SOURCE HEAT PUMP LOOP SYSTEMS TABLE 1210.4 GROUND-SOURCE LOOP PIPE TABLE 1210.5 GROUND-SOURCE LOOP PIPE FITTINGS
160	CHAPTER 13: FUEL OIL PIPING AND STORAGE SECTION 1301 GENERAL SECTION 1302 MATERIAL TABLE 1302.3 FUEL OIL PIPING AND FITTINGS SECTION 1303 JOINTS AND CONNECTIONS
161	SECTION 1304 PIPING SUPPORT SECTION 1305 FUEL OIL SYSTEM INSTALLATION
162	SECTION 1306 OIL GAUGING SECTION 1307 FUEL OIL VALVES SECTION 1308 TESTING
164	CHAPTER 14: SOLAR THERMAL SYSTEMS SECTION 1401 GENERAL SECTION 1402 DESIGN AND INSTALLATION
166	SECTION 1403 HEAT TRANSFER FLUIDS SECTION 1404 LABELING
168	CHAPTER 15: REFERENCED STANDARDS ACCA AHAM AHRI AMCA
169	ANCE ANSI ASHRAE ASME
170	ASSE ASSP
171	ASTM
175	AWS AWWA CPSC CSA
176	DOL FDA FS HVI
177	ICC IIAR
178	MSS NAIMA NBBI NFPA
179	NSF SMACNA UL
184	APPENDIX A CHIMNEY CONNECTOR PASS-THROUGHS SECTION A101 CHIMNEY CONNECTOR SYSTEMS FIGURE A101.1(1) CHIMNEY CONNECTOR SYSTEMS
185	FIGURE A101.1(2) CHIMNEY CONNECTOR SYSTEMS
186	APPENDIX B RECOMMENDED PERMIT FEE SCHEDULE SECTION B101 MECHANICAL WORK, OTHER THAN GAS PIPING SYSTEMS SECTION B102 FEE FOR REINSPECTION SECTION B103 TEMPORARY OPERATION INSPECTION FEE SECTION B104 SELF-CONTAINED UNITS LESS THAN 2 TONS
188	[A] APPENDIX C BOARD OF APPEALS [A] SECTION C101 GENERAL
190	INDEX
196	CHANGES TO THE CODE DEVELOPMENT PROCESS
197	ICC EVALUATION SERVICE®
198	ICC DIGITAL CODES PREMIUM
199	ADDITIONAL CODE RESOURCES FROM ICC

WA StateFuelGasCode 2021 1stptg

Sun, 20 Oct 2024 09:01:45 +0000

This is a fully integrated code based on the 2021 International Fuel Gas Code

PDF Catalog

PDF Pages	PDF Title
1	2021 WASHINGTON STATE FUEL GAS CODE BASED ON THE 2021 INTERNATIONAL FUEL GAS CODE®
2	2021 WASHINGTON STATE FUEL GAS CODE
3	COPYRIGHT
4	PREFACE
10	ARRANGEMENT AND FORMAT OF THE 2021 IFGC
14	TABLE OF CONTENTS
18	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 (IFGC) SCOPE AND GENERAL REQUIREMENTS
19	SECTION 102 (IFGC) APPLICABILITY
20	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 (IFGC) CODE COMPLIANCE AGENCY SECTION 104 (IFGC) DUTIES AND POWERS OF THE CODE OFFICIAL
21	SECTION 105 (IFGC) APPROVAL SECTION 106 (IFGC) PERMITS
22	SECTION 107 (IFGC) CONSTRUCTION DOCUMENTS
23	SECTION 108 (IFGC) NOTICE OF APPROVAL SECTION 109 (IFGC) FEES SECTION 110 (IFGC) SERVICE UTILITIES SECTION 111 (IFGC) TEMPORARY EQUIPMENT, SYSTEMS AND USES
24	SECTION 112 (IFGC) INSPECTIONS AND TESTING
25	SECTION 113 (IFGC) MEANS OF APPEAL SECTION 114 (IFGC) BOARD OF APPEALS SECTION 115 (IFGC) VIOLATIONS
26	SECTION 116 (IFGC) STOP WORK ORDER
28	CHAPTER 2 DEFINITIONS SECTION 201 (IFGC) GENERAL SECTION 202 (IFGC) GENERAL DEFINITIONS
36	CHAPTER 3 GENERAL REGULATIONS SECTION 301 (IFGC) GENERAL
37	SECTION 302 (IFGC) STRUCTURAL SAFETY SECTION 303 (IFGC) APPLIANCE LOCATION
38	SECTION 304 (IFGS) COMBUSTION, VENTILATION AND DILUTION AIR
39	EQUATION 3-1) EQUATION 3-2) FIGURE 304.5.3 ALL AIR FROM INSIDE THE BUILDING (see Section 304.5.3
40	FIGURE 304.6.1(1) ALL AIR FROM OUTDOORS—INLET AIR FROMVENTILATED CRAWL SPACE AND OUTLET AIR TOVENTILATED ATTIC (see Section 304.6.1) FIGURE 304.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section 304.6.1) FIGURE 304.6.1(3) ALL AIR FROM OUTDOORS (see Section 304.6.1) FIGURE 304.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM THE OUTDOORS(see Section 304.6.2)
41	SECTION 305 (IFGC) INSTALLATION
42	SECTION 306 (IFGC) ACCESS AND SERVICE SPACE
44	SECTION 307 (IFGC) CONDENSATE DISPOSAL SECTION 308 (IFGS) CLEARANCE REDUCTION
45	TABLE 308.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa
46	FIGURE 308.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE FIGURE 308.2(3) FIGURE 308.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
47	SECTION 309 (IFGC)ELECTRICAL SECTION 310 (IFGS) ELECTRICAL BONDING
48	CHAPTER 4 GAS PIPING INSTALLATIONS SECTION 401 (IFGC) GENERAL SECTION 402 (IFGS) PIPE SIZING
49	(EQUATION 4-1) (EQUATION 4-2) TABLE 402.4 Cr AND Y VALUES FOR NATURAL GAS ANDUNDILUTED PROPANE AT STANDARD CONDITIONS
50	TABLE 402.4(1) SCHEDULE 40 METALLIC PIPE
51	TABLE 402.4(2) SCHEDULE 40 METALLIC PIPE
52	TABLE 402.4(3) SCHEDULE 40 METALLIC PIPE
53	TABLE 402.4(4) SCHEDULE 40 METALLIC PIPE
54	TABLE 402.4(5) SCHEDULE 40 METALLIC PIPE
55	TABLE 402.4(6) SCHEDULE 40 METALLIC PIPE
56	TABLE 402.4(7) SCHEDULE 40 METALLIC PIPE
57	TABLE 402.4(8) SEMIRIGID COPPER TUBING
58	TABLE 402.4(9) SEMIRIGID COPPER TUBING
59	TABLE 402.4(10) SEMIRIGID COPPER TUBING
60	TABLE 402.4(11) SEMIRIGID COPPER TUBING
61	TABLE 402.4(12) SEMIRIGID COPPER TUBING
62	TABLE 402.4(13) SEMIRIGID COPPER TUBING
63	TABLE 402.4(14) SEMIRIGID COPPER TUBING
64	TABLE 402.4(15) CORRUGATED STAINLESS STEEL TUBING (CSST
65	TABLE 402.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST
66	TABLE 402.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST
67	TABLE 402.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST
68	TABLE 402.4(19) CORRUGATED STAINLESS STEEL TUBING (CSST
69	TABLE 402.4(20) POLYETHYLENE PLASTIC PIPE
70	TABLE 402.4(21) POLYETHYLENE PLASTIC PIPE
71	TABLE 402.4(22) POLYETHYLENE PLASTIC PIPE
72	TABLE 402.4(23) POLYETHYLENE PLASTIC TUBING TABLE 402.4(24) POLYETHYLENE PLASTIC TUBING
73	TABLE 402.4(25) SCHEDULE 40 METALLIC PIPE
74	TABLE 402.4(26) SCHEDULE 40 METALLIC PIPE
75	TABLE 402.4(27) SCHEDULE 40 METALLIC PIPE
76	TABLE 402.4(28) SCHEDULE 40 METALLIC PIPE
77	TABLE 402.4(29) SEMIRIGID COPPER TUBING
78	TABLE 402.4(30) SEMIRIGID COPPER TUBING
79	TABLE 402.4(31) SEMIRIGID COPPER TUBING
80	TABLE 402.4(32) CORRUGATED STAINLESS STEEL TUBING (CSST
81	TABLE 402.4(33) CORRUGATED STAINLESS STEEL TUBING (CSST
82	TABLE 402.4(34) CORRUGATED STAINLESS STEEL TUBING (CSST
83	TABLE 402.4(35) POLYETHYLENE PLASTIC PIPE
84	TABLE 402.4(36 )POLYETHYLENE PLASTIC PIPE
85	TABLE 402.4(37) POLYETHYLENE PLASTIC TUBING
86	SECTION 403 (IFGS) PIPING MATERIALS
87	TABLE 403.8.2 SPECIFICATIONS FOR THREADING METALLIC PIPE
88	SECTION 404 (IFGC) PIPING SYSTEM INSTALLATION
91	SECTION 405 (IFGS) PIPING BENDS AND CHANGES IN DIRECTION SECTION 406 (IFGS) INSPECTION, TESTING AND PURGING
92	TABLE 406.7.1.1 SIZE AND LENGTH OF PIPING
93	SECTION 407 (IFGC) PIPING SUPPORT SECTION 408 (IFGC) DRIPS AND SLOPED PIPING
94	FIGURE 408.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP SECTION 409 (IFGC) SHUTOFF VALVES TABLE 409.1.1 NATURAL GAS VALVE STANDARDS
95	SECTION 410 (IFGC) FLOW CONTROLS
96	SECTION 411 (IFGC) APPLIANCE AND MANUFACTURED HOME CONNECTIONS
97	SECTION 412 (IFGC) LIQUEFIED PETROLEUM GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
98	SECTION 413 (IFGC) COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
100	[F] TABLE 413.10.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG SECTION 414 (IFGC)SUPPLEMENTAL AND STANDBY GAS SUPPLY SECTION 415 (IFGS) PIPING SUPPORT INTERVALS TABLE 415.1 SUPPORT OF PIPING SECTION 416 (IFGS) OVERPRESSURE PROTECTION DEVICES
102	CHAPTER 5 CHIMNEYS AND VENTS SECTION 501 (IFGC) GENERAL
103	SECTION 502 (IFGC)VENTS
104	SECTION 503 (IFGS) VENTING OF APPLIANCES
105	TABLE 503.4 TYPE OF VENTING SYSTEM TO BE USED
107	FIGURE 503.6.5 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL
110	TABLE 503.8 THROUGH-THE-WALL VENT TERMINAL CLEARANCE
111	TABLE 503.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES FIGURE 503.8 THROUGH-THE-WALL VENT TERMINAL CLEARANCE TABLE 503.10.2.5 MINIMUM THICKNESS FOR STEEL VENT CONNECTORS FOR MEDIUM-HEAT APPLIANCES
112	TABLE 503.10.5 CLEARANCES FOR CONNECTORSa
114	SECTION 504 (IFGS) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
116	TABLE 504.3.2 MAXIMUM VENT CONNECTOR LENGTH
118	SECTION 505 (IFGC) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/ EXHAUST HOOD VENTING
119	SECTION 506 (IFGC ) FACTORY-BUILT CHIMNEYS
120	TABLE 504.2(1) TYPE B DOUBLE-WALL GAS VENT
121	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
122	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
123	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
124	TABLE 504.2(2) TYPE B DOUBLE-WALL GAS VENT
125	TABLE 504.2(2)—continued TYPE B DOUBLE-WALL GAS VENT
126	TABLE 504.2(3) MASONRY CHIMNEY
127	TABLE 504.2(3)—continued MASONRY CHIMNEY
128	TABLE 504.2(4) MASONRY CHIMNEY
129	TABLE 504.2(4)—continued MASONRY CHIMNEY
130	TABLE 504.2(5) SINGLE-WALL METAL PIPE OR TYPE B ASBESTOS CEMENT VENT
131	TABLE 504.2(6) EXTERIOR MASONRY CHIMNEY
132	TABLE 504.3(1) TYPE B DOUBLE-WALL VENT
133	TABLE 504.3(1)—continued TYPE B DOUBLE-WALL VENT
134	TABLE 504.3(2) TYPE B DOUBLE-WALL VENT
135	TABLE 504.3(3) MASONRY CHIMNEY
136	TABLE 504.3(4) MASONRY CHIMNEY
137	TABLE 504.3(5) SINGLE-WALL METAL PIPE OR TYPE ASBESTOS CEMENT VENT
138	TABLE 504.3(6a) EXTERIOR MASONRY CHIMNEY TABLE 504.3(6b) EXTERIOR MASONRY CHIMNEY TABLE 504.3(6b)—continued EXTERIOR MASONRY CHIMNEY
139	TABLE 504.3(7a) EXTERIOR MASONRY CHIMNEY TABLE 504.3(7b) EXTERIOR MASONRY CHIMNEY TABLE 504.3(7b)—continued EXTERIOR MASONRY CHIMNEY
140	CHAPTER 6 SPECIFIC APPLIANCES SECTION 601 (IFGC) GENERAL SECTION 602 (IFGC) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION 603 (IFGC) LOG LIGHTERS SECTION 604 (IFGC) VENTED GAS FIREPLACES(DECORATIVE APPLIANCES SECTION 605 (IFGC) VENTED GAS FIREPLACE HEATERS SECTION 606 (IFGC) INCINERATORS AND CREMATORIES SECTION 607 (IFGC) COMMERCIAL-INDUSTRIAL INCINERATORS SECTION 608 (IFGC) VENTED WALL FURNACES
141	SECTION 609 (IFGC)FLOOR FURNACES SECTION 610 (IFGC)DUCT FURNACES SECTION 611 (IFGC)NONRECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS
142	SECTION 612 (IFGC) RECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS SECTION 613 (IFGC) CLOTHES DRYERS SECTION 614 (IFGC) CLOTHES DRYER EXHAUST
144	M] TABLE 614.9.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION 615 (IFGC) SAUNA HEATERS
145	SECTION 616 (IFGC) ENGINE AND GASTURBINE-POWERED EQUIPMENT SECTION 617 (IFGC) POOL AND SPA HEATERS SECTION 618 (IFGC) FORCED-AIR WARM-AIR FURNACES
146	SECTION 619 (IFGC) CONVERSION BURNERS SECTION 620 (IFGC) UNIT HEATERS SECTION 621 (IFGC) UNVENTED ROOM HEATERS
147	SECTION 622 (IFGC) VENTED ROOM HEATERS SECTION 623 (IFGC) COOKING APPLIANCES SECTION 624 (IFGC) WATER HEATERS
148	SECTION 625 (IFGC) REFRIGERATORS SECTION 626 (IFGC) GAS-FIRED TOILETS SECTION 627 (IFGC) AIR-CONDITIONING APPLIANCES
149	SECTION 628 (IFGC) ILLUMINATING APPLIANCES SECTION 629 (IFGC) SMALL CERAMIC KILNS SECTION 630 (IFGC) INFRARED RADIANT HEATERS SECTION 631 (IFGC) BOILERS SECTION 632 (IFGC) EQUIPMENT INSTALLED IN EXISTING UNLISTED BOILERS SECTION 633 (IFGC) STATIONARY FUEL-CELL POWER SYSTEMS SECTION 634 (IFGC) GASEOUS HYDROGEN SYSTEMS
150	SECTION 635 (IFGC) OUTDOOR DECORATIVE APPLIANCES
152	CHAPTER 7 GASEOUS HYDROGEN SYSTEMS SECTION 701 (IFGC) GENERAL SECTION 702 (IFGC) GENERAL DEFINITIONS SECTION 703 (IFGC) GENERAL REQUIREMENTS
153	SECTION 704 (IFGC) PIPING, USE AND HANDLING
154	SECTION 705 (IFGC) TESTING OF HYDROGEN PIPING SYSTEMS
155	SECTION 706 (IFGC) LOCATION OF GASEOUS HYDROGEN SYSTEMS SECTION 707 (IFGC) OPERATION AND MAINTENANCE OF GASEOUS HYDROGEN SYSTEMS SECTION 708 (IFGC) DESIGN OF LIQUEFIED HYDROGEN SYSTEMS ASSOCIATED WITH HYDROGEN VAPORIZATION OPERATIONS
156	IFGC/IFGS CHAPTER 8 REFERENCED STANDARDS ANSI
158	ASME ASSP ASTM
159	CGA CSA
160	DOTn ICC MSS NFPA
161	SMACNA UL
162	APPENDIX A (IFGS) SIZING AND CAPACITIES OF GAS PIPING SECTION A101 GENERAL PIPING CONSIDERATIONS SECTION A102 DESCRIPTION OF TABLES
163	TABLE A102.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
164	TABLE A102.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
165	TABLE A102.4MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFICGRAVITY OF THE GAS IS OTHER THAN 0.60 SECTION A103 USE OF CAPACITY TABLES
167	TABLE A103.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS SECTION A104 USE OF SIZING EQUATIONS
168	SECTION A105 PIPE AND TUBE DIAMETERS TABLE A105.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A105.2 COPPER TUBE STANDARD SIZES
169	SECTION A106 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING FIGURE A106.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
170	FIGURE A106.2 PIPING PLAN SHOWING A CSST SYSTEM FIGURE A106.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
171	FIGURE A106.4 PIPING PLAN SHOWING AMODIFICATION TO EXISTING PIPING SYSTEM
174	APPENDIX B (IFGS) SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS SECTION B101 EXAMPLES USING SINGLE-APPLIANCE VENTING TABLES FIGURE B101.1 EXAMPLE 1—SINGLE DRAFT HOOD-EQUIPPED APPLIANCE
175	FIGURE B101.2 EXAMPLE 2—SINGLE FAN-ASSISTED APPLIANCE FIGURE B101.4(1) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT
176	FIGURE B101.4(2) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITHA SINGLE-WALL METAL VENT CONNECTOR FIGURE B101.4(3) VENT SYSTEM SERVING ASINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B101.4(4) VENT SYSTEM SERVING ASINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE B101.4(5) ASBESTOS CEMENT TYPE B ORSINGLE-WALL METAL VENT SYSTEM SERVING ASINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
177	SECTION B102 EXAMPLES USING COMMON VENTING TABLES FIGURE B102.1 EXAMPLE 4—COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES
178	FIGURE B102.2 EXAMPLE 5A—COMMON VENTING ADRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT
179	TABLE B102.3 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
180	FIGURE B102.5(1) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE BDOUBLE-WALL VENT CONNECTOR FIGURE B102.5(2) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B102.5(3) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B102.5(4) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS
181	FIGURE B102.5(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES FIGURE B102.5(6) USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE B102.5(7) USE OF OFFSET COMMON VENT
182	FIGURE B102.5(8) MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE B102.5(9) MULTISTORY VENT SYSTEMS
183	FIGURE B102.5(10)N ATIONAL FUEL GAS CODE 99-PERCENT WINTER DESIGN TEMPERATURES FOR THE CONTIGUOUS UNITED STATES
184	APPENDIX C (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION SECTION C101 GENERAL SECTION C102 OCCUPANT AND INSPECTOR SAFETY
185	SECTION C103 GAS PIPING AND CONNECTIONS INSPECTIONS SECTION C104 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING
186	SECTION C105 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING
187	SECTION C106 APPLIANCE-SPECIFIC INSPECTIONS
189	TABLE C106 CO THRESHOLDS TABLE C106—continued CO THRESHOLDS
190	APPENDIX D (IFGC) BOARD OF APPEALS SECTION D101 GENERAL
192	INDEX
196	CHANGES TO THE CODE DEVELOPEMENT PROCESS
197	ICC EVALUATION SERVICES
198	DIGITAL CODES PREMIUM
199	ADDITIONAL CODE RESOURCES FROM ICC

WA StateBuildingCode 2021 1stptg

Sun, 20 Oct 2024 09:01:44 +0000

This is a fully integrated code based on the 2021 International Building Code

PDF Catalog

PDF Pages	PDF Title
1	2021 WASHINGTON STATE BUILDING CODE©
2	2021 WASHINGTON STATE BUILDING CODE©
3	COPYRIGHT
4	PREFACE
14	ARRANGEMENT AND FORMAT OF THE 2021 IBC
26	TABLE OF CONTENTS
34	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION WAC 51-50-001 Authority WAC 51-50-002 Purpose WAC 51-50-003 International Building Code WAC 51-50-005 International Building CodeRequirements For Barrier-free Accessibility WAC 51-50-007 Exceptions WAC 51-50-008 Implementation
35	SECTION 101 SCOPE AND GENERAL REQUIREMENTS SECTION 102 APPLICABILITY
36	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
38	SECTION 105 PERMITS
39	SECTION 106 FLOOR AND ROOF DESIGN LOADS
40	SECTION 107 CONSTRUCTION DOCUMENTS
41	SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES
42	SECTION 110 INSPECTIONS
43	SECTION 111 CERTIFICATE OF OCCUPANCY SECTION 112 SERVICE UTILITIES
44	SECTION 113 MEANS OF APPEALS SECTION 114 VIOLATIONS SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT
46	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
80	CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A
81	SECTION 304 BUSINESS GROUP B
82	SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F
83	SECTION 307 HIGH-HAZARD GROUP H
84	TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
85	TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
86	TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD
87	SECTION 308 INSTITUTIONAL GROUP I
89	SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R
90	SECTION 311 STORAGE GROUP S
91	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
92	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
95	(EQUATION 4-1)
96	SECTION 403 HIGH-RISE BUILDINGS
97	TABLE 403.2.3 MINIMUM BOND STRENGTH
99	SECTION 404 ATRIUMS
100	SECTION 405 UNDERGROUND BUILDINGS
102	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
104	TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
106	SECTION 407 GROUP I-2
110	SECTION 408 GROUP I-3
112	SECTION 409 MOTION PICTURE PROJECTION ROOMS
113	SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
114	SECTION 411 SPECIAL AMUSEMENT AREAS
115	SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
117	TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTS a
118	TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE
119	SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
120	TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
121	TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES OF NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDSd TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa
122	SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
123	TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS
125	TABLE 415.6.5 DETACHED BUILDING REQUIRED
127	TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
133	SECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS SECTION 419 ARTIFICIAL DECORATIVE VEGETATION
134	SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4
137	SECTION 421 HYDROGEN FUEL GAS ROOMS SECTION 422 AMBULATORY CARE FACIILITIES
138	SECTION 423 STORM SHELTERS SECTION 424 PLAY STRUCTURES
139	SECTION 425 HYPERBARIC FACILITIES SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE
140	SECTION 427 MEDICAL GAS SYSTEMS
141	SECTION 428 HIGHER EDUCATION LABORATORIES TABLE 428.3 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR
142	SECTION 429 ELECTRIC VEHICLE CHARGINGINFRASTRUCTURE TABLE 429.2 ELECTRIC VEHICLE CHARGING INFRASTRUCTURE
143	SECTION 430 RECYCLED MATERIALS
144	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
145	SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
146	TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa
147	TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
148	TABLE 504.4—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
149	SECTION 506 BUILDING AREA (EQUATION 5-1) (EQUATION5-2)
150	TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET
151	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET
152	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET (EQUATION 5-3)
153	TABLE 506.3.3 FRONTAGE INCREASE FACTOR TABLE 506.3.3.1 SECTION 507 BUILDINGS SECTION 507 UNLIMITED AREA BUILDINGS
155	SECTION 508 MIXED USE AND OCCUPANCY
156	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
157	SECTION 509 INCIDENTAL USES
158	TABLE 509.1 INCIDENTAL USES
159	SECTION 510 SPECIAL PROVISIONS
162	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION
164	(Equation 6-1)
166	SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION
168	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE-USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
169	SECTION 704 FIRE-RESISTANCE RATINGOF STRUCTURAL MEMBERS
171	SECTION 705 EXTERIOR WALLS
172	TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
173	(EQUATION 7-1) TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
174	FIGURE 705.7 EQUIVALENT OPENING FACTOR (EQUATION 7-2)
175	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
176	SECTION 706 FIRE WALLS
177	TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
179	SECTION 707 FIRE BARRIERS
180	TABLE 707.3.10 FIRE-RESISTANCE-RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
181	SECTION 708 FIRE PARTITIONS
182	SECTION 709 SMOKE BARRIERS
183	SECTION 710 SMOKE PARTITIONS
184	SECTION 711 FLOOR AND ROOF ASSEMBLIES SECTION 712 VERTICAL OPENINGS
186	SECTION 713 SHAFT ENCLOSURES
188	SECTION 714 PENETRATIONS
191	SECTION 715 JOINTS AND VOIDS
192	SECTION 716 OPENING PROTECTIVES TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES
193	TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
194	TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
195	TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
200	SECTION 717 DUCTS AND AIR TRANSFER OPENINGS TABLE 717.3.2.1 FIRE DAMPER RATING
205	SECTION 718 CONCEALED SPACES
207	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
208	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE
209	TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
210	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
211	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
212	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
213	TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
214	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
215	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
216	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
217	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
218	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
219	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
220	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
221	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
222	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
223	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
224	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
225	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
226	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
227	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
228	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
229	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
230	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
231	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
232	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
233	SECTION 722 CALCULATED FIRE RESISTANCE TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING (EQUATION 7-4)
234	FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59
235	FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
236	TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
237	(EQUATION 7-5) FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
238	FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
239	TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
240	TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
241	(EQUATION 7-6) TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS
242	(EQUATION 7-7) TABLE 722.3.4 MINIMUM COVER OF LONGITUDINALREINFORCEMENT IN FIRE-RESISTANCE-RATEDREINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) TABLE 722.4.1(3) VALUES OF R TABLE 722.4.1(4)COEFFICIENTS FOR PLASTER TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
243	(EQUATION 7-8) TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS (EQUATION 7-9)
244	(EQUATION 7-10) (Equation 7-11) FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
245	TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS
246	TABLE 722.5.1(2) PROPERTIES OF CONCRETE TABLE 722.5.1(3)THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
247	TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FORTYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
248	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
249	TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETEMASONRY PROTECTED STEEL COLUMNS
250	TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETEMASONRY PROTECTED STEEL COLUMNS
251	TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
252	TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa[FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
253	TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa[FIGURE 722.5.1 (6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa[FIGURE 722.5.1 (6)(a)]
254	FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM
255	FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa
256	FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS (EQUATION 7-12) (EQUATION 7-13)
257	(EQUATION 7-14) (EQUATION 7-16) (EQUATION 7-15)
258	FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS (EQUATION 7-17)
259	TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
260	TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
261	TABLE 722.7.1(1)PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL TABLE 722.7.1(2) PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL
262	CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES
264	TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
265	SECTION 804 INTERIOR FLOOR FINISH
266	SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM
267	SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
268	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL
269	SECTION 902 FIRE PUMP AND RISER ROOM SIZE SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
271	TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
273	TABLE 903.2.11.6 ADDITIONAL REQUIRED PROTECTION SYSTEMS
277	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
279	SECTION 905 STANDPIPE SYSTEMS
282	SECTION 906 PORTABLE FIRE EXTINGUISHERS TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE
283	TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH
284	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
293	TABLE 907.5.2.3.2 VISIBLE ALARMS
296	SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS
298	(EQUATION 9-1)
299	(EQUATION 9-2)
305	SECTION 910 SMOKE AND HEAT REMOVAL
306	(EQUATION 9-3) (EQUATION 9-4) SECTION 911 FIRE COMMAND CENTER
308	SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS
309	SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE DETECTION
311	SECTION 916 GAS DETECTION SYSTEMS SECTION 917 MASS NOTIFICATION SYSTEMS
312	SECTION 918 EMERGENCY RESPONDER COMMUNICATION COVERAGE ENHANCEMENT
314	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 MAINTENANCE AND PLANS SECTION 1003 GENERAL MEANS OF EGRESS
315	SECTION 1004 OCCUPANT LOAD
316	TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
317	TABLE 1004.5 (cont.) MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT SECTION 1005 MEANS OF EGRESS SIZING
318	SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
319	TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
320	TABLE 1006.3.3 MINIMUM NUMBER OF EXITS ORACCESS TO EXITS PER STORY
321	TABLE 1006.3.4(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 1006.3.4(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
322	SECTION 1008 MEANS OF EGRESS ILLUMINATION
323	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
326	SECTION 1010 DOORS, GATES AND TURNSTILES
333	TABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
335	SECTION 1011 STAIRWAYS
339	SECTION 1012 RAMPS
340	SECTION 1013 EXIT SIGNS
341	SECTION 1014 HANDRAILS
343	SECTION 1015 GUARDS
345	SECTION 1016 EXIT ACCESS SECTION 1017 EXIT ACCESS TRAVEL DISTANCE
346	TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE
347	SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
348	SECTION 1020 CORRIDORS TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.3 MINIMUM CORRIDOR WIDTH
349	SECTION 1021 EGRESS BALCONIES
350	SECTION 1022 EXITS SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
352	SECTION 1024 EXIT PASSAGEWAYS
353	SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
354	SECTION 1026 HORIZONTAL EXITS
355	SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
356	SECTION 1028 EXIT DISCHARGE
357	SECTION 1029 EGRESS COURTS SECTION 1030 ASSEMBLY
358	TABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
362	TABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
364	SECTION 1031 EMERGENCY ESCAPE AND RESCUE
366	CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL
367	SECTION 1102 COMPLIANCE SECTION 1103 SCOPING REQUIREMENTS SECTION 1104 ACCESSIBLE ROUTE
369	SECTION 1105 ACCESSIBLE ENTRANCES TABLE 1105.1.1 PUBLIC ENTRANCE WITH POWER-OPERATED DOOR SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
370	TABLE 1106.2 ACCESSIBLE PARKING SPACES SECTION 1107 MOTOR-VEHICLE-RELATED FACILITIES
371	SECTION 1108 DWELLING UNITS AND SLEEPING UNITS
373	TABLE 1108.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS
375	SECTION 1109 SPECIAL OCCUPANCIES TABLE 1109.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
376	TABLE 1109.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
377	TABLE 1109.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES SECTION 1110 OTHER FEATURES AND FACILITIES
381	TABLE 1110.13.1 ACCESSIBLE CHECK-OUT AISLES
382	SECTION 1111 RECREATIONAL FACILITIES
383	TABLE 1111.4.9.1BOAT SLIPS
384	SECTION 1112 SIGNAGE
386	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION
387	TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL
391	SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING
392	SECTION 1205 YARDS OR COURTS SECTION 1206 SOUND TRANSMISSION SECTION 1207 ENHANCED CLASSROOM ACOUSTICS SECTION 1208 INTERIOR SPACE DIMENSIONS
393	SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
396	CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL
398	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS
399	SECTION 1403 MATERIALS
400	SECTION 1404 INSTALLATION OF WALL COVERINGS TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS
401	TABLE 1404.3(1)VAPOR RETARDER MATERIALS AND CLASSES TABLE 1404.3(2) VAPOR RETARDER OPTIONS TABLE 1404.3(3) CLASS III VAPOR RETARDERS TABLE 1404.3(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER
406	SECTION 1405 COMBUSTIBLE MATERIALS ONTHE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS SECTION 1406 METAL COMPOSITE MATERIALS (MCM)
407	SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS(EIFS)
408	SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIORGRADE COMPACT LAMINATES (HPL)
409	SECTION 1409 PLASTIC COMPOSITE DECKING
410	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1503 WEATHER PROTECTION
411	SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.2 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161OR D7158
412	TABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFS SECTION 1505 FIRE CLASSIFICATION
413	TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
414	TABLE 1507.1.1(1) UNDERLAYMENT TYPES
415	TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION
416	TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT
417	TABLE 1507.2.8.2 VALLEY LINING MATERIAL
418	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT
419	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
420	TABLE 1507.7.6 SLATE SHINGLE HEADLAP
421	TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
422	TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
423	TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
424	TABLE 1507.12.2 SINGLE-PLY ROOFING MATERIAL STANDARDS TABLE 1507.13.3 PROTECTIVE COATING MATERIAL STANDARDS
425	SECTION 1508 ROOF INSULATION TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOF COATINGS TABLE 1509.2 ROOF COATING MATERIAL STANDARDS
426	SECTION 1510 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1511 ROOFTOP STRUCTURES
428	SECTION 1512 REROOFING
430	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS
431	SECTION 1604 GENERAL DESIGN REQUIREMENTS
432	TABLE 1604.3 DEFLECTION LIMITS
434	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
435	SECTION 1605 LOAD COMBINATIONS (EQUATION 16-1) (EQUATION 16-2) (EQUATION 16-3) (EQUATION 16-4) (EQUATION 16-5) (EQUATION 16-6) SECTION 1606 DEAD LOADS
436	SECTION 1607 LIVE LOADS
437	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
438	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0,AND MINIMUM CONCENTRATED LIVE LOADS
439	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0,AND MINIMUM CONCENTRATED LIVE LOADS
441	(EQUATION 16-7) TABLE 1607.12.1 LIVE LOAD ELEMENT FACTOR, KLL (EQUATION 16-8) (EQUATION 16-9)
442	(EQUATION 16-10) (EQUATION 16-11) (EQUATION 16-12) (EQUATION 16-13) (EQUATION 16-14) (EQUATION 16-15) (EQUATION 16-16)
444	SECTION 1608 SNOW LOADS SECTION 1609 WIND LOADS
445	TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS
446	TABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
447	FIGURE 1608.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES
448	FIGURE 1608.2(2)GROUND SNOW LOADS, pg, FOR THE UNITED STATES
449	FIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
450	FIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES
451	FIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES
452	FIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
453	FIGURE 1609.3(5) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAI
454	FIGURE 1609.3(6) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI)
455	FIGURE 1609.3(7) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII
456	FIGURE 1609.3(8) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI)
457	FIGURE 1609.3(9) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII
458	FIGURE 1609.3(10) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI)
459	FIGURE 1609.3(11) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII
460	FIGURE 1609.3(12) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI)
461	(EQUATION 16-17) TABLE 1609.3.1 WIND SPEED CONVERSIONSa
462	(EQUATION 16-18) SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE SECTION 1611 RAIN LOADS (EQUATION 16-19)
463	TABLE 1610.1 LATERAL SOIL LOAD SECTION 1612 FLOOD LOADS
464	FIGURE 1611.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
465	FIGURE 1611.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
466	FIGURE 1611.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
467	FIGURE 1611.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
468	FIGURE 1611.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
469	SECTION 1613 EARTHQUAKE LOADS
470	(EQUATION 16-20) (EQUATION 16-21) (EQUATION 16-22) (EQUATION 16-23)
471	TABLE 1613.2.3(1)VALUES OF SITE COEFFICIENT TABLE 1613.2.3(2)VALUES OF SITE COEFFICIENT FV TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
472	FIGURE 1613.2.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING
473	FIGURE 1613.2.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THECONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
474	FIGURE 1613.2.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
475	FIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE COTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
476	FIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
477	FIGURE 1613.2.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
478	FIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONSFOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
479	FIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
480	FIGURE 1613.2.1(9) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
481	FIGURE 1613.2.1(10) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
483	TABLE 12.6-1 PERMITTED ANALYTICAL PROCEDURES
484	TABLE 20.6.2-1SITE CLASSIFICATION
485	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 TSUNAMI LOADS
486	TABLE 6.7-2 MAXIMUM MOMENT MAGNITUDE
487	SECTION 1616 STRUCTURAL INTEGRITY
488	(EQUATION 16-24) FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES (EQUATION 16-25)
490	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS
491	SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
493	SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
494	TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
495	TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
496	TABLE 1705.5.3 EQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
497	TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
499	TABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS
502	SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS
503	SECTION 1709 PRECONSTRUCTION LOAD TESTS
506	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
508	SECTION 1804 EXCAVATION, GRADING AND FILL
509	SECTION 1805 DAMPPROOFING AND WATERPROOFING
511	SECTION 1806 PRESUMPTIVE LOAD-BEARINGVALUES OF SOILS TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
513	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS
514	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS
515	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES (EQUATION 18-1)
516	(EQUATION 18-2) (EQUATION 18-3) TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES
517	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES SECTION 1808 FOUNDATIONS
519	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH fc OF CONCRETE OR GROUT
520	TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS
521	TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTINGWALLS OF LIGHT-FRAME CONSTRUCTION
522	SECTION 1810 DEEP FOUNDATIONS
525	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
526	(EQUATION 18-4)
528	(EQUATION 18-5)
534	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 COORDINATION OF TERMINOLOGY
535	SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318
538	SECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE
540	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS
542	CHAPTER 21 MASONRY SECTION 2101GENERAL SECTION 2102 NOTATIONS SECTION 2103 MASONRY CONSTRUCTION MATERIALS
543	TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE SECTION 2106 SEISMIC DESIGN
544	SECTION 2107 ALLOWABLE STRESS DESIGN (EQUATION 21-1) SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY
545	(EQUATION 21-2) TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
547	SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES
549	FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TOFIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS
550	SECTION 2113 MASONRY CHIMNEYS
553	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OFSQUARE AND RECTANGULAR FLUE SIZES
554	FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREECHIMNEY CLEARANCE PROVISION SECTION 2114 DRY-STACK MASONRY TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY SECTION 2115 EMISSION STANDARDS
556	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL
557	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
558	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL
559	SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
560	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY
564	FIGURE 2303.4.1.2 (1) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR
565	FIGURE 2303.4.1.2(2) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR
566	FIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR
567	FIGURE 2303.4.1.2(4) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR
568	FIGURE 2303.4.1.2(5) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY
569	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
571	TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
572	TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa
573	TABLE 2304.8(4)ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a(Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(Plywood structural panels are five-ply, five-layer unless otherwise noted)
574	TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS
576	TABLE 2304.10.2 FASTENING SCHEDULE
577	TABLE 2304.10.2—continued FASTENING SCHEDULE
578	TABLE 2304.10.2—continued FASTENING SCHEDULE
579	TABLE 2304.10.2—continued FASTENING SCHEDULE
580	TABLE 2304.10.2—continued FASTENING SCHEDULE
581	TABLE 2304.11MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS
583	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS (EQUATION 23-1) TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGMAND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP(Structural I)
584	TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS SECTION 2306 ALLOWABLE STRESS DESIGN
585	TABLE 2306.1 STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTS IN STRUCTURES USING ALLOWABLE STRESS DESIGN SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
586	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
587	TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf FIGURE 2306.2(1) CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(
588	TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAG MSUTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
589	FIGURE 2306.2(2) FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2
590	TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY
591	TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES
593	TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
594	TABLE 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
595	TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
596	TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L/Δ = 360)
597	TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L/Δ = 360)
598	TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L/Δ = 360)
599	TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L/Δ = 360)
601	FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
602	TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
603	FIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE
604	TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
605	FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
606	TABLE 2308.6.1 WALL BRACING REQUIREMENTS
607	TABLE 2308.6.3(1) BRACING METHODS
608	TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not exposed to the weather, strength axis parallel or perpendicular to studs except as indicated) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs)
609	TABLE 2308.6.3(5) HARDBOARD SIDING FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW)
610	FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
612	FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION
614	FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE
615	FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS
617	SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
618	CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
619	(EQUATION 24-1) (EQUATION 24-2) (EQUATION 24-3) (EQUATION 24-4) (EQUATION 24-5) (EQUATION 24-6) (EQUATION 24-7) (EQUATION 24-8) (EQUATION 24-9)
620	(EQUATION 24-10) (EQUATION 24-11) (EQUATION 24-12) SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
621	(EQUATION 24-13) (EQUATION 24-14) (EQUATION 24-15)
622	SECTION 2406 SAFETY GLAZING TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
623	SECTION 2407 GLASS IN HANDRAILS AND GUARDS
624	SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS
626	CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS
627	TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
628	TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
629	SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER(STUCCO)
630	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
631	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER
632	SECTION 2514 REINFORCED GYPSUM CONCRETE
634	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION
638	FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
639	[BS]TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa [BS]TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
640	[BS]TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER
641	[BS]TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2606 LIGHT-TRANSMITTING PLASTICS
642	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
643	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
644	SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS TABLE 2609.4 AREA LIMITATIONS FORLIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
645	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES
646	SECTION 2613 FIBER-REINFORCED POLYMER SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
648	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
650	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
652	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES
653	TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
654	TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
657	SECTION [P] 2903 INSTALLATION OF FIXTURES
658	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS SECTION 3002 HOISTWAY ENCLOSURES
659	SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS
660	SECTION 3005 MACHINE ROOMS SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION
661	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
662	FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
663	SECTION 3008 OCCUPANT EVACUATION ELEVATORS
666	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
667	SECTION 3103 TEMPORARY STRUCTURES
668	SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
669	SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES
670	SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS
671	SECTION 3112 GREENHOUSES SECTION 3113 RELOCATABLE BUILDINGS SECTION 3114 PUBLIC USE RESTROOM BUILDINGS IN FLOOD HAZARD AREAS
672	SECTION 3115 INTERMODAL SHIPPING CONTAINERS
674	TABLE 3115.8.5.3 ALLOWABLE SHEAR VALUES FOR INTERMODAL SHIPPING CONTAINER CORRUGATED STEEL WALLS FOR WIND OR SEISMIC LOADING
675	FIGURE 3115.8.5.3(1) BRACING UNIT DISTRIBUTION—MAXIMUM LINEAR LENGTH FIGURE 3115.8.5.3(2) BRACING UNIT DISTRIBUTION—MINIMUM LINEAR LENGTH
676	FIGURE 3115.8.5.3(3) BRACING UNIT DISTRIBUTION—BOUNDARY ELEMENTS FIGURE 3115.8.5.3(4) BRACING UNIT DISTRIBUTION—PENETRATION LIMITATIONS
677	SECTION 3116 FIXED GUIDEWAY TRANSIT AND PASSENGER RAIL SYSTEMS TABLE 5.2.2.1 MINIMUM CONSTRUCTION REQUIREMENTS FOR NEW STATION STRUCTURES
680	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
682	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
683	SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
684	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS,ALLEYS AND PUBLIC PROPERTY
685	SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
686	SECTION 3314 FIRE WATCH DURING CONSTRUCTON
688	CHAPTER 34 RESERVED
690	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI
691	AISC AISI ALI AMCA ANSI
692	APA
693	ASABE ASCE/SEI
694	ASHRAE ASME ASSP
695	ASTM
706	AWC
707	AWCI AWPA AWS BHMA CEN
708	CPA CPSC CSA CSSB
709	DASMA DHA DOC DOL DOTn
710	EN FEMA FM GA ICC
712	ISO MHI NAAMM NCMA NFPA
715	PCI PTI RMI SBCA
716	SDI SJI SPRI SRCC TIA
717	TMS TPI UL
719	ULC
720	USC WCLIB WDMA WRI
722	APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS SECTION A102 REFERENCED STANDARDS TABLE A102.1 REFERENCED STANDARDS
724	APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL
726	APPENDIX C GROUP U—AGRICULTURAL BUILDINGS SECTION C101 GENERAL SECTION C102 ALLOWABLE HEIGHT AND AREA TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS
728	APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
729	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
730	SECTION D106 REFERENCED STANDARDS TABLE D106.1 REFERENCED STANDARDS
732	APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES
733	TABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES SECTION E105 OTHER FEATURES AND FACILITIES SECTION E106 TELEPHONES TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES
734	SECTION E107 SIGNAGE
735	SECTION E108 BUS STOPS SECTION E109 TRANSPORTATION FACILITIES AND STATIONS
736	SECTION E110 AIRPORTS SECTION E111 REFERENCED STANDARDS TABLE E111.1 REFERENCED STANDARDS
738	APPENDIX F RODENTPROOFING SECTION F101 GENERAL
740	APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 DEFINITIONS
741	SECTION G103 APPLICABILITY SECTION G104 POWERS AND DUTIES
742	SECTION G105 PERMITS SECTION G106 VARIANCES
743	SECTION G107 SUBDIVISIONS
744	SECTION G108 SITE IMPROVEMENT SECTION G109 MANUFACTURED HOMES SECTION G110 RECREATIONAL VEHICLES SECTION G111 TANKS
745	SECTION G112 OTHER BUILDING WORK SECTION G113 TEMPORARY STRUCTURES ANDTEMPORARY STORAGE SECTION G114 UTILITY AND MISCELLANEOUS GROUP U
746	SECTION G115 REFERENCED STANDARDS TABLE G115.1 REFERENCED STANDARDS
748	APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION
749	SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES
750	SECTION H109 GROUND SIGNS SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS
751	SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS SECTION H115 THICKNESS OF SIGNS TABLE H115.1(1) SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE H115.1(2) THICKNESS OF PROJECTION SIGN SECTION H116 REFERENCED STANDARDS TABLE H116.1 REFERENCED STANDARDS
752	APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS
754	APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS SECTION J103 PERMITS REQUIRED
755	SECTION J104 PERMIT APPLICATION AND SUBMITTALS SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS SECTION J107 FILLS SECTION J108 SETBACKS
756	FIGURE J107.3 BENCHING DETAILS FIGURE J108.1 DRAINAGE DIMENSIONS
757	SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS TABLE J111.1 REFERENCED STANDARDS
758	APPENDIX K ADMINISTRATIVE PROVISIONS SECTION K101 GENERAL SECTION K102 APPLICABILITY SECTION K103 PERMITS
759	SECTION K104 CONSTRUCTION DOCUMENTS SECTION K105 ALTERNATIVE ENGINEERED DESIGN SECTION K106 REQUIRED INSPECTIONS SECTION K107 PREFABRICATED CONSTRUCTION
760	SECTION K108 TESTING SECTION K109 RECONNECTION SECTION K110 CONDEMNING ELECTRICAL SYSTEMS SECTION K111 ELECTRICAL PROVISIONS
762	APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL
764	APPENDIX M TSUNAMI-GENERATED FLOOD HAZARDS SECTION M101 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATEDFLOOD HAZARDS SECTION M102 REFERENCED STANDARDS TABLE M102.1REFERENCED STANDARDS
766	APPENDIX N REPLICABLE BUILDINGS SECTION N101 ADMINISTRATION SECTION N102 DEFINITIONS SECTION N103 REPLICABLE DESIGN REQUIREMENTS SECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS
767	SECTION N105 REVIEW AND APPROVAL OF REPLICABLE DESIGN SECTION N106 SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN SECTION N107 SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN
768	APPENDIX O PERFORMANCE-BASED APPLICATION SECTION O101 GENERAL
770	APPENDIX P CONSTRUCTION AND DEMOLITION MATERIAL MANAGEMENT SECTION P101 GENERAL SECTION P102 GENERAL DEFINITIONS SECTION P103 CONSTRUCTION AND DEMOLITION MATERIAL MANAGEMENT
772	INDEX
812	CHANGES TO THE CODE DEVELOPEMENT PROCESS
813	ICC CREDENTIALING
814	DIGITAL CODES PREMIUM
815	ICC EVALUTATION SERVICES

WA StateExistingBuildingCode 2021 1stptg

Sun, 20 Oct 2024 09:01:44 +0000

This is a fully integrated code based on the 2021 International Existing Building Code

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PDF Pages	PDF Title
1	2021 WASHINTON STATE EXISTING BUILDING CODE ©
2	2021 WASHINTON STATE EXISTING BUILDING CODE ©
3	COPYRIGHT
4	PREFACE
12	ARRANGEMENT AND FORMAT OF THE 2021 IEBC
18	TABLE OF CONTENTS
22	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS SECTION 102 APPLICABILITY
23	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
25	SECTION 105 PERMITS
26	SECTION 106 CONSTRUCTION DOCUMENTS
28	SECTION 107 TEMPORARY STRUCTURES AND USES SECTION 108 FEES SECTION 109 INSPECTIONS
29	SECTION 110 CERTIFICATE OF OCCUPANCY
30	SECTION 111 SERVICE UTILITIES SECTION 112 MEANS OF APPEALS SECTION 113 VIOLATIONS
31	SECTION 114 STOP WORK ORDER SECTION 115 UNSAFE STRUCTURES AND EQUIPMENT SECTION 116 EMERGENCY MEASURES
32	SECTION 117 DEMOLITION
34	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
38	CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS SECTION 301 ADMINISTRATION SECTION 302 GENERAL PROVISIONS
39	SECTION 303 STORM SHELTERS SECTION 304 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
40	[BS] TABLE 304.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES BS] TABLE 304.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES SECTION 305 IN-SITU LOAD TESTS SECTION 306 ACCESSIBILITY FOR EXISTING BUILDINGS
43	SECTION 307 SMOKE ALARMS SECTION 308 CARBON MONOXIDE DETECTION SECTION 309 ADDITIONS AND REPLACEMENTS OF EXTERIOR WALL COVERINGS AND EXTERIOR WALL ENVELOPES
44	CHAPTER 4 REPAIRS SECTION 401 GENERAL SECTION 402 BUILDING ELEMENTS AND MATERIALS SECTION 403 FIRE PROTECTION SECTION 404 MEANS OF EGRESS SECTION 405 STRUCTURAL
45	SECTION 406 ELECTRICAL
46	SECTION 407 MECHANICAL SECTION 408 PLUMBING
48	CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD SECTION 501 GENERAL SECTION 502 ADDITIONS
49	SECTION 503 ALTERATIONS
52	SECTION 504 FIRE ESCAPES SECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS
53	SECTION 506 CHANGE OF OCCUPANCY
54	SECTION 507 HISTORIC BUILDINGS
56	CHAPTER 6 CLASSIFICATION OF WORK SECTION 601 GENERAL SECTION 602 ALTERATION—LEVEL 1 SECTION 603 ALTERATION—LEVEL 2 SECTION 604 ALTERATION—LEVEL 3 SECTION 605 CHANGE OF OCCUPANCY SECTION 606 ADDITIONS SECTION 607 HISTORIC BUILDINGS
58	CHAPTER 7 ALTERATIONS—LEVEL 1 SECTION 701 GENERAL SECTION 702 BUILDING ELEMENTS AND MATERIALS
59	SECTION 703 FIRE PROTECTION SECTION 704 MEANS OF EGRESS SECTION 705 REROOFING
60	SECTION 706 STRUCTURAL
61	SECTION 707 ELECTRICAL SECTION 708 ENERGY CONSERVATION
62	CHAPTER 8 ALTERATIONS—LEVEL 2 SECTION 801 GENERAL SECTION 802 BUILDING ELEMENTS AND MATERIALS
64	SECTION 803 FIRE PROTECTION
66	SECTION 804 MEANS OF EGRESS
67	TABLE 804.4.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 804.4.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
70	SECTION 805 STRUCTURAL
72	SECTION 806 ELECTRICAL SECTION 807 MECHANICAL SECTION 808 PLUMBING SECTION 809 ENERGY CONSERVATION
74	CHAPTER 9 ALTERATIONS—LEVEL 3 SECTION 901 GENERAL SECTION 902 SPECIAL USE AND OCCUPANCY SECTION 903 BUILDING ELEMENTS AND MATERIALS
75	SECTION 904 FIRE PROTECTION
76	SECTION 905 MEANS OF EGRESS SECTION 906 STRUCTURAL SECTION 907 ENERGY CONSERVATION
78	CHAPTER 10 CHANGE OF OCCUPANCY SECTION 1001 GENERAL SECTION 1002 SPECIAL USE AND OCCUPANCY
79	SECTION 1003 BUILDING ELEMENTS AND MATERIALS SECTION 1004 FIRE PROTECTION SECTION 1005 MEANS OF EGRESS SECTION 1006 STRUCTURAL SECTION 1007 ELECTRICAL
80	SECTION 1008 MECHANICAL SECTION 1009 PLUMBING SECTION 1010 OTHER REQUIREMENTS SECTION 1011 CHANGE OF OCCUPANCY CLASSIFICATION
81	TABLE 1011.5 MEANS OF EGRESS HAZARD CATEGORIES
82	TABLE 1011.6 HEIGHTS AND AREAS HAZARD CATEGORIES TABLE 1011.7 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
84	CHAPTER 11 ADDITIONS SECTION 1101 GENERAL SECTION 1102 HEIGHTS AND AREAS SECTION 1103 STRUCTURAL
85	SECTION 1104 ENERGY CONSERVATION
86	CHAPTER 12 HISTORIC BUILDINGS SECTION 1201 GENERAL SECTION 1202 REPAIRS
87	SECTION 1203 FIRE SAFETY SECTION 1204 CHANGE OF OCCUPANCY
88	SECTION 1205 STRUCTURAL SECTION 1206 RELOCATED BUILDINGS
90	CHAPTER 13 PERFORMANCE COMPLIANCE METHODS SECTION 1301 GENERAL
91	(EQUATION 13-1) (EQUATION 13-2)
92	(EQUATION 13-3) (EQUATION 13-4) (EQUATION 13-5) TABLE 1301.6.3 COMPARTMENTATION VALUES
93	TABLE 1301.6.4 SEPARATION VALUES TABLE 1301.6.5 CORRIDOR WALL VALUES TABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE
94	TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR (EQUATION 13-6) TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
95	TABLE 1301.6.10 SMOKE CONTROL VALUES TABLE 1301.6.11 MEANS OF EGRESS VALUES
96	TABLE 1301.6.12 DEAD-END VALUES TABLE 1301.6.14 ELEVATOR CONTROL VALUES
97	TABLE 1301.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES TABLE 1301.6.16 MIXED OCCUPANCY VALUESa TABLE 1301.6.17 SPRINKLER SYSTEM VALUES
98	TABLE 1301.6.18 STANDPIPE SYSTEM VALUES TABLE 1301.6.19 INCIDENTAL USE AREA VALUES TABLE 1301.6.20 SMOKE COMPARTMENTATION VALUES
99	TABLE 1301.6.21.1 CARE RECIPIENT ABILITY VALUES TABLE 1301.6.21.2 CARE RECIPIENT CONCENTRATION VALUES TABLE 1301.6.21.3 ATTENDANT-TO-CARE RECIPIENTS RATIO VALUES TABLE 1301.8 MANDATORY SAFETY SCORESa
100	TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
101	TABLE 1301.9 EVALUATION FORMULASa
102	CHAPTER 14 RELOCATED OR MOVED BUILDINGS SECTION 1401 GENERAL SECTION 1402 REQUIREMENTS
104	CHAPTER 15 CONSTRUCTION SAFEGUARDS SECTION 1501 GENERAL [BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS
105	SECTION 1502 PROTECTION OF ADJOINING PROPERTY
106	SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 1504 FIRE EXTINGUISHERS SECTION 1505 MEANS OF EGRESS SECTION 1506 STANDPIPES
107	SECTION 1507 AUTOMATIC SPRINKLER SYSTEM SECTION 1508 ACCESSIBILITY SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
108	CHAPTER 16 REFERENCED STANDARDS ACI ASCE/SEI ASHRAE
109	ASME ASTM ICC
110	NFPA UL
112	APPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A101 PURPOSE SECTION A102 SCOPE [BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER SECTION A103 DEFINITIONS
113	SECTION A104 SYMBOLS AND NOTATIONS
114	SECTION A105 GENERAL REQUIREMENTS
115	SECTION A106 MATERIALS REQUIREMENTS (EQUATION A1-1) (EQUATION A1-2)
116	SECTION A107 QUALITY CONTROL
117	SECTION A108 DESIGN STRENGTHS (EQUATION A1-3) (EQUATION A1-4) SECTION A109 ANALYSIS AND DESIGN PROCEDURE
118	[BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS SECTION A110 GENERAL PROCEDURE (EQUATION A1-5)
119	[BS] TABLE A108.1(2)STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION SECTION A111 SPECIAL PROCEDURE
120	[BS] TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS (EQUATION A1-6) (EQUATION A1-7) EQUATION A1-8 (EQUATION A1-9) (EQUATION A1-10)
121	[BS] FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN (EQUATION A1-11) (EQUATION A1-12)
122	[BS] TABLE A111.5 HORIZONTAL FORCE FACTOR, Cp (EQUATION A1-13) (EQUATION A1-14) (EQUATION A1-15) (EQUATION A1-16) (EQUATION A1-17) SECTION A112 ANALYSIS AND DESIGN (EQUATION A1-18) (EQUATION A1-19) (EQUATION A1-20)
123	(EQUATION A1-21) (EQUATION A1-22) [BS] FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES (EQUATION A1-23)
124	SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS [BS] TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS
125	SECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY [BS] TABLE A114.1 MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS
126	CHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS SECTION A201 PURPOSE SECTION A202 SCOPE SECTION A203 DEFINITIONS SECTION A204 SYMBOLS AND NOTATIONS SECTION A205 GENERAL REQUIREMENTS
127	SECTION A206 ANALYSIS AND DESIGN
128	SECTION A207 MATERIALS OF CONSTRUCTION
130	CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS SECTION A301 GENERAL SECTION A302 DEFINITIONS
131	SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS
132	[BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
133	[BS] FIGURE A304.1.4(1)TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
134	[BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS
135	[BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
136	[BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
137	[BS] FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION [BS] TABLE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
138	[BS] TABLE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION [BS] TABLE A304.3.1 SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
139	[BS] FIGURE A304.3.1(1) SILL PLATE BOLTING TO EXISTING FOUNDATIONa
140	[BS] FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONSa [BS] FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUTCRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
141	[BS] FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATIVE CONNECTION FOR BATTERED FOOTING [BS] TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa
142	[BS] FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
143	[BS] FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
144	[BS] FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION
145	[BS] FIGURE A304.4.2 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
148	CHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS SECTION A401 GENERAL SECTION A402 DEFINITIONS SECTION A403 ANALYSIS AND DESIGN
150	SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
151	SECTION A405 MATERIALS OF CONSTRUCTION SECTION A406 CONSTRUCTION DOCUMENTS
152	SECTION A407 QUALITY CONTROL
154	CHAPTER A5 REFERENCED STANDARDS SECTION A501 REFERENCED STANDARDS TABLE A501.1 REFERENCED STANDARDS
156	APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES SECTION B101 QUALIFIED HISTORIC BUILDINGS AND FACILITIES SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
157	SECTION B103 DWELLING UNITS AND SLEEPING UNITS SECTION B104 REFERENCED STANDARDS [BE] TABLE B104.1 REFERENCED STANDARDS
158	APPENDIX C: GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS CHAPTER C1 GABLE END RETROFIT FOR HIGH-WIND AREAS SECTION C101 GENERAL SECTION C102 DEFINITIONS
159	SECTION C103 MATERIALS OF CONSTRUCTION [BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITSa [BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
160	[BS] FIGURE C103.5.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN
161	SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE [BS] FIGURE C104.1 BASIC GABLE END RETROFIT METHODOLOGY
162	[BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED [BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END
163	[BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP [BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
164	[BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP
165	[BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
167	[BS] FIGURE C104.2.4(1) LADDER BRACING FOR OMITTED RETROFIT STUD (GABLE END FRAME) [BS] FIGURE C104.2.4(2 )LADDER BRACING FOR OMITTED RETROFIT STUD (CONVENTIONALLY FRAMED GABLE END)
168	[BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION
169	[BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION
170	[BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES
171	[BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES [BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
172	[BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
173	[BS] FIGURE C104.3.4 NAIL PLATE FASTENING
174	[BS] TABLE C104.4.1 ELEMENT SIZING AND SPACING FOR L-BENT RETROFIT METHOD
175	[BS] TABLE C104.4.2 ELEMENT SIZING AND SPACING FOR U-BENT RETROFIT METHOD [BS] TABLE C104.5.1 SPACING OF GUSSET ANGLES
176	[BS] FIGURE C104.3.8 RETROFIT STUD SPLICES
177	[BS] TABLE C104.5.2 SPACING OF LAG OR MASONRY SCREWS USED TO CONNECT SILL PLATE OF GABLE END WALL TO TOP OF THE WALL BELOW
178	CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS SECTION C201 GENERAL SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS
179	[BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
180	CHAPTER C3 REFERENCED STANDARDS SECTION C301 REFERENCED STANDARDS [BS] TABLE C301.1 REFERENCED STANDARDS
182	APPENDIX D BOARD OF APPEALS SECTION D101 GENERAL
184	RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES INTRODUCTION PURPOSE
185	1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES 1.1 FIRE PERFORMANCE MEASURES TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
186	1.2 COMBUSTIBLE CONSTRUCTION TYPES 2 BUILDING EVALUATION 2.1 PRELIMINARY EVALUATION
187	FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
188	FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
189	2.2 FIRE RESISTANCE OF EXISTING BUILDINGELEMENTS 2.3 EFFECTS OF PENETRATIONS IN FIRE-RESISTANTASSEMBLIES 3 FINAL EVALUATION AND DESIGN SOLUTION
190	3.1 THE EXPERIMENTAL APPROACH 3.2 THE THEORETICAL APPROACH
194	3.3 “THICKNESS DESIGN” STRATEGY 3.4 EVALUATION OF DOORS
195	FIGURE 3 MODIFICATION DETAILS
196	4 SUMMARY
198	APPENDIX RESOURCE A TABLE OF CONTENTS
200	PURPOSE AND PROCEDURE
201	SECTION I – WALLS FIGURE 1.1.1 MASONRY WALLS 0 TO LESS THAN 4 THICK TABLE 1.1.1 MASONRY WALLS0 TO LESS THAN 4 THICK
202	TABLE 1.1.1—continued MASONRY WALLS0 TO LESS THAN 4 THICK
203	TABLE 1.1.1—continued MASONRY WALLS0 TO LESS THAN 4 THICK
204	FIGURE 1.1.2 MASONRY WALLS4 TO LESS THAN 6 THICK TABLE 1.1.2 MASONRY WALLS4 TO LESS THAN 6 THICK
205	TABLE 1.1.2—continued MASONRY WALLS4 TO LESS THAN 6 THICK
206	TABLE 1.1.2—continued MASONRY WALLS4 TO LESS THAN 6 THICK
207	TABLE 1.1.2—continued MASONRY WALLS4 TO LESS THAN 6 THICK
208	TABLE 1.1.2—continued MASONRY WALLS4 TO LESS THAN 6 THICK
209	TABLE 1.1.2—continued MASONRY WALLS4 TO LESS THAN 6 THICK
210	TABLE 1.1.2—continued MASONRY WALLS4 TO LESS THAN 6 THICK
211	FIGURE 1.1.3 MASONRY WALLS6 TO LESS THAN 8 THICK TABLE 1.1.3 MASONRY WALLS6 TO LESS THAN 8 THICK
212	TABLE 1.1.3—continued MASONRY WALLS6 TO LESS THAN 8 THICK
213	TABLE 1.1.3—continued MASONRY WALLS6 TO LESS THAN 8 THICK
214	TABLE 1.1.3—continued MASONRY WALLS6 TO LESS THAN 8 THICK
215	TABLE 1.1.3—continued MASONRY WALLS6 TO LESS THAN 8 THICK
216	FIGURE 1.1.4 MASONRY WALLS8 TO LESS THAN 10 THICK TABLE 1.1.4 MASONRY WALLS8 TO LESS THAN 10 THICK
217	TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
218	TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
219	TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
220	TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
221	TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
222	TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
223	TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
224	FIGURE 1.1.5 MASONRY WALLS10 TO LESS THAN 12 THICK TABLE 1.1.5 MASONRY WALLS 10 TO LESS THAN 12 THICK
225	TABLE 1.1.5—continued MASONRY WALLS10 TO LESS THAN 12 THICK
226	TABLE 1.1.5—continued MASONRY WALLS10 TO LESS THAN 12 THICK
227	TABLE 1.1.5—continued MASONRY WALLS10 TO LESS THAN 12 THICK
228	FIGURE 1.1.6 MASONRY WALLS 12 TO LESS THAN 14 THICK TABLE 1.1.6 MASONRY WALLS 12 TO LESS THAN 14 THICK
229	TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK
230	TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK
231	TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK
232	TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK
233	TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK
234	FIGURE 1.1.7 MASONRY WALLS 14 OR MORE THICK TABLE 1.1.7 MASONRY WALLS 14 OR MORE THICK
235	TABLE 1.1.7—continued MASONRY WALLS 14 OR MORE THICK
236	TABLE 1.1.7—continued MASONRY WALLS 14 OR MORE THICK
237	FIGURE 1.2.1 METAL FRAME WALLS 0 TO LESS THAN 4 THICK TABLE 1.2.1 METAL FRAME WALLS 0 TO LESS THAN 4 THICK
238	TABLE 1.2.1—continued METAL FRAME WALLS 0 TO LESS THAN 4 THICK
239	TABLE 1.2.1—continued METAL FRAME WALLS 0 TO LESS THAN 4 THICK
240	TABLE 1.2.1—continued METAL FRAME WALLS 0 TO LESS THAN 4 THICK
241	FIGURE 1.2.2 METAL FRAME WALLS 4 TO LESS THAN 6 THICK TABLE 1.2.2 METAL FRAME WALLS 4 TO LESS THAN 6 THICK
242	TABLE 1.2.2—continued METAL FRAME WALLS 4 TO LESS THAN 6 THICK
243	TABLE 1.2.3 METAL FRAME WALLS 6 TO LESS THAN 8 THICK
244	TABLE 1.2.4 METAL FRAME WALLS 8 TO LESS THAN 10 THICK
245	TABLE 1.3.1 WOOD FRAME WALLS 0 TO LESS THAN 4 THICK
246	FIGURE 1.3.2 WOOD FRAME WALLS 4 TO LESS THAN 6 THICK TABLE 1.3.2 WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
247	TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
248	TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
249	TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
250	TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
251	TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
252	TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
253	TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
254	TABLE 1.3.3 WOOD FRAME WALLS 6 TO LESS THAN 8 THICK TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0 TO LESS THAN 4 THICK
255	TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4 TO LESS THAN 6 THICK
256	FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
257	TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
258	SECTION II – COLUMNS TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0 TO LESS THAN 6
259	FIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 TO LESS THAN 12 TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 TO LESS THAN 12
260	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 TO LESS THAN 12
261	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 TO LESS THAN 12
262	TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12 TO LESS THAN 14
263	TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14 TO LESS THAN 16
264	FIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 TO LESS THAN 18 TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 TO LESS THAN 18
265	TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 TO LESS THAN 18
266	TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18 TO LESS THAN 20
267	FIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20 TO LESS THAN 22 TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20 TO LESS THAN 22
268	TABLE 2.1.7—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20 TO LESS THAN 22 TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12 TO LESS THAN 14
269	TABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14 TO LESS THAN 16 TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—16 TO LESS THAN 18 TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—20 TO LESS THAN 22
270	TABLE 2.2 ROUND CAST IRON COLUMNS
271	FIGURE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
272	TABLE 2.3—continued STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION TABLE 2.5.1.1 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6
273	TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6 TO LESS THAN 8 THICK
274	FIGURE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 TO LESS THAN 10 TABLE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 TO LESS THAN 10
275	TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 TO LESS THAN 10
276	FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12 TABLE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12
277	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12
278	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12
279	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12
280	FIGURE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14 TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14
281	TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14
282	FIGURE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14 TO LESS THAN 16 TABLE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 14 TO LESS THAN 16
283	TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14 TO LESS THAN 16
284	TABLE 2.5.1.7 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16 TO LESS THAN 18 TABLE 2.5.2.1 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12
285	TABLE 2.5.2.2 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14 TABLE 2.5.2.3 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14 TO LESS THAN 16
286	TABLE 2.5.3.1 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6 TO LESS THAN 8 TABLE 2.5.3.2 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 8 TO LESS THAN 10 TABLE 2.5.4.1 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6 TO LESS THAN 8
287	TABLE 2.5.4.2 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8 TO LESS THAN 10 TABLE 2.5.4.3 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12 TABLE 2.5.4.4 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTSMINIMUM DIMENSION 12 TO LESS THAN 14
288	SECTION III – FLOOR/CEILING ASSEMBLIES FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
289	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
290	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
291	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
292	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
293	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
294	FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
295	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
296	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
297	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
298	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
299	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
300	FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
301	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
302	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
303	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
304	FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
305	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
306	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
307	SECTION IV – BEAMS TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12
308	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12
309	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12
310	TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12 TO LESS THAN 14
311	TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12 TO LESS THAN 14
312	TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14 TO LESS THAN 16
313	TABLE 4.2.1 REINFORCED CONCRETE BEAMS—UNPROTECTED DEPTH 10 TO LESS THAN 12 TABLE 4.2.2 STEEL BEAMS—CONCRETE PROTECTION DEPTH 10 TO LESS THAN 12
314	SECTION V – DOORS FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
315	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
316	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
317	BIBLIOGRAPHY
324	INDEX
330	CHANGES TO THE CODE DEVELOPMENT PROCESS
331	ADDITIONAL CODE RESOURCES FROM THE ICC
332	DIGITAL CODES PREMIUM
333	ICC EVALUATION SERVICES

WA WSEC C 2021

Sun, 20 Oct 2024 07:51:42 +0000

WASHINGTON STATE ENERGY CODE -COMMERCIAL 2021 EDITION CHAPTER 51-11C WAC

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WA	2021

WA WAWUIC 2021

Sun, 20 Oct 2024 07:51:41 +0000

WASHINGTON STATE BUILDING CODE CHAPTER 51-55 WAC 2021 WASHINGTON WILDLAND-URBAN INTERFACE CODE First Edition

Published By	Publication Date	Number of Pages
WA	2021

WA Ventilation 2006

Sun, 20 Oct 2024 07:51:41 +0000

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1	Washington State Chapter 51-13 Washington State Building Code Council
3	Preface Opinions: Only at the request of a local enforcement official, the State Building Code Council may issue interpretations/opinions of those provisions of the State Building Code created by the Council, or provisions of the model codes amended by the Council. Final interpretation authority for any specific permit resides with the local enforcement official.
5	WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE 2006 Edition TABLE OF CONTENTS
9	Chapter 1
21	Bathrooms VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS TABLE 3-3
22	Occupancies not Subject to Sections 302 and 303 Application Dwelling Units in Buildings Greater Than Four Stories or Attached to I-Occupancy Facilities Offices Public Spaces Retail Stores, Sales Floors, and Show Room Floors
23	Application Specialty Shops Workrooms INSTITUTIONAL FACILITIES Education
24	(Continued) Application Hospitals, Nursing and Con valescent Homes Correctional Facilities
27	CHAPTER 4