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Kentucky StateClimateSummary 2022

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Kentucky State Climate Summary

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KY	2022

KY PlumbingCodeChanges 2020

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KY Plumbing Regulation Changes, June 16, 2020

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KY	2020

KY ResidentialCode 2018 1stprint

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This is a fully integrated custom Kentucky code based on the 2015 International Residential Code®, second printing

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PDF Pages	PDF Title
1	2018 KENTUCKY RESIDENTIAL CODE
2	2018 KENTUCKY RESIDENTIAL CODE TITLE PAGE
3	COPYRIGHT
4	KENTUCKY INFORMATION ON CODE ENFORCEMENT
6	SAMPLE ORDINANCE FOR THE ADOPTION OF THE INTERNATIONAL RESIDENTIAL CODE FOR SINGLE FAMILY DWELLINGS
8	TABLE OF CONTENTS
14	PART I—ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION SECTION R101 GENERAL SECTION R102 APPLICABILITY
15	SECTION R103 BUILDING INSPECTION PROGRAM SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
16	SECTION R105 PERMITS
19	SECTION R106 CONSTRUCTION DOCUMENTS
20	SECTION R107 TEMPORARY STRUCTURES AND USES SECTION R108 FEES SECTION R109 INSPECTIONS
22	SECTION R110 CERTIFICATE OF OCCUPANCY SECTION R111 SERVICE UTILITIES SECTION R112 BOARD OF APPEALS
23	SECTION R113 VIOLATIONS
24	SECTION R114 STOP WORK ORDER SECTION R115 PROOF OF INSURANCE SECTION R116 EFFECTIVE DATES
26	PART II—DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS
44	PART III—BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA
46	TABLE R301.2(1) DESIGN SNOW, CLIMATIC AND GEOMETRIC DESIGN CRITERIA FOR KENTUCKY COUNTIES
47	TABLE R301.2(1)—continued DESIGN SNOW, CLIMATIC AND GEOMETRIC DESIGN CRITERIA FOR KENTUCKY COUNTIES
48	TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD)
49	TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
50	TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
51	FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES—SITE CLASS D
52	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
53	FIGURE R301.2(4)A ULTIMATE DESIGN WIND SPEEDS
54	FIGURE R301.2(4)B REGIONS WHERE WIND DESIGN IS REQUIRED
55	FIGURE R301.2(5) GROUND SNOW LOADS, pg, FOR THE UNITED STATES
56	FIGURE R301.2(5)—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES
57	FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP
58	FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
59	TABLE R301.2.1.3 WIND SPEED CONVERSIONSa TABLE R301.2.2.1 SEISMIC DESIGN CATEGORIES-SITE CLASS D
60	TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECTa 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
61	FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION
63	TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
64	TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb SECTION R302 FIRE-RESISTANT CONSTRUCTION
65	TABLE R302.1(1) EXTERIOR WALLS
66	TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS
68	TABLE R302.6 DWELLING-GARAGE SEPARATION
70	SECTION R303 LIGHT, VENTILATION AND HEATING
71	SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT SECTION R306 SANITATION
72	SECTION R307 TOILET, BATH AND SHOWER SPACES FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
73	SECTION R308 GLAZING 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
75	FIGURE R308.4.7 PROHIBITED GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS
76	SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
77	SECTION R311 MEANS OF EGRESS
79	FIGURE 311.7 HANDRAIL PROFILES
80	SECTION R312 GUARDS AND WINDOW FALL PROTECTION
81	SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION R314 SMOKE ALARMS
82	SECTION R315 CARBON MONOXIDE ALARMS
83	SECTION R316 FOAM PLASTIC
84	SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY
86	SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES
87	SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION
90	SECTION R323 STORM SHELTERS SECTION 324 SOLAR ENERGY SYSTEMS
91	SECTION R325 MEZZANINES SECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS
93	SECTION R327 POST AND FRAME STRUCTURES TABLE R327.3 POST FRAME PIER DIAMETERS FIGURE R327.2 BUILT UP COLUMN FASTENING DETAIL
94	TABLE R327.4.5 GABLE END HEADER SIZES FIGURE R327.1 POST AND FRAME WALL SECTION NO SCALE FIGURE R327.3 COLUMN UPLIFT PROTECTION EXCEPTION NO SCALE
95	TABLE R327.4.7 BEAM OR TRUSS CONNECTION AT COLUMNS MINIMUM FASTENERS OR TOTAL SHEAR OR WITHDRAW VALUES TABLE R327.5 KNEE BRACE VERTICAL DISTANCE SECTION R328 TINY HOUSES, GENERAL
96	TABLE R327.7 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
98	CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS
99	TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS
100	TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)
101	TABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER (inches)
102	TABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL CONSTRUCTION (inches)
104	FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B AND C
105	FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
106	FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
107	FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2
108	TABLE R403.1.4 MINIMUM FROST PROTECTION DEPTH FOR KENTUCKY FIGURE R403.1.4 MFPD—MINIMUM FROST PROTECTION DEPTH
110	FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
111	SECTION R404 FOUNDATION AND RETAINING WALLS
112	FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa
113	FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
114	TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
115	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
116	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
117	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
118	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
119	FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
120	FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGSa (D), (inches)
121	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
122	TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS
123	TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHES
124	TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHES
125	TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHES
126	TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
127	TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS
128	TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
129	TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS
130	TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS
131	TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS
132	TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS
133	TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
136	FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
137	FIGURE R404.1.5(2) ALTERNATE FOUNDATION WALL/BRICK DROP SECTION
139	TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION SECTION R405 FOUNDATION DRAINAGE
140	SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
141	TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM SECTION R407 COLUMNS
142	SECTION R408 UNDER-FLOOR SPACE
144	CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING
145	FIGURE R502.2 FLOOR CONSTRUCTION
146	TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
147	TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
148	TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
149	TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
150	TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY (Floor Live Load ≤ 40 psf, Roof Live Load ≤ 20 psf) TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY
152	FIGURE R502.8 CUTTING, NOTCHING AND DRILLING
153	SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
154	TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT
155	SECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) SECTION R505 COLD-FORMED STEEL FLOOR FRAMING
156	FIGURE R505.1.2 IN-LINE FRAMING TABLE R505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS
157	FIGURE R505.2.3(1) C-SHAPED SECTION FIGURE R505.2.3(2) TRACK SECTION FIGURE R505.2.6.1 FLOOR JOIST WEB HOLES
158	FIGURE R505.2.6.3 FLOOR JOIST WEB HOLE PATCH TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS
159	TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION
160	FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION
161	FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION
162	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
163	FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS
164	TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANS
165	FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP)
166	FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
167	FIGURE R505.3.4(2) BEARING STIFFENER FIGURE R505.3.7 TRACK SPLICE
168	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
169	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
170	SECTION R506 CONCRETE FLOORS (ON GROUND) SECTION R507 EXTERIOR DECKS
171	TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf, snow load ≤ 40 psf) TABLE R507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
172	FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
173	FIGURE 507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS
174	TABLE R507.4 MAXIMUM JOIST SPACING TABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (ft. – in.) FIGURE R507.5 TYPICAL DECK JOIST SPANS
175	TABLE R507.6 DECK BEAM SPAN LENGTHS FIGURE R507.6 TYPICAL DECK BEAM SPANS
176	TABLE R507.8 DECK POST HEIGHTa FIGURE R507.7.1 DECK BEAM TO DECK POST FIGURE R507.8.1 TYPICAL DECK POSTS TO DECK FOOTINGS
178	CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING
179	TABLE R602.3(1) FASTENING SCHEDULE
180	TABLE R602.3(1)—continued FASTENING SCHEDULE
181	TABLE 602.3(1) FASTENING SCHEDULE—continued
182	TABLE R602.3(1)—continued FASTENING SCHEDULE TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS
183	TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
184	TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1)—continued TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa
185	TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
186	FIGURE R602.3(2) FRAMING DETAILS
188	FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
189	FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
190	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)
191	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)
192	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)
193	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
194	TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
195	TABLE R602.7.5 MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS FIGURE R602.10.1.1 BRACED WALL LINES
196	TABLE R602.10.1.3 BRACED WALL LINE SPACING FIGURE R602.10.1.4 ANGLED WALLS
197	FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS
199	TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED
200	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
201	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
202	TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
203	TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
204	TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
205	TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
206	TABLE R602.10.4 BRACING METHODS
207	TABLE R602.10.4—continued BRACING METHODS
208	TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS
209	FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH
210	TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL
211	FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
212	FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
213	TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELS
214	TABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS
215	FIGURE R602.10.6.5 METHOD BV-WSP—WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2
216	FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING
217	FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING
218	FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
219	FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
221	FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION SECTION R603 COLD-FORMED STEEL WALL FRAMING
222	FIGURE R603.1.2 IN-LINE FRAMING
223	TABLE R603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES FIGURE R603.2.3(1) C-SHAPED SECTION FIGURE R603.2.3(2) TRACK SECTION
224	FIGURE R603.2.6.1 WALL STUD WEB HOLES FIGURE R603.2.6.3 WALL STUD WEB HOLE PATCH
225	TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS
226	FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION
227	FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR
228	TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS
229	TABLE R603.3.2(1) WALL FASTENING SCHEDULE TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
230	TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
231	TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
232	TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
233	TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
234	TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
235	TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
236	TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
237	TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
238	TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
239	TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
240	TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
241	TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
242	TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
243	TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
244	TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT
245	TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT
246	FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
247	FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING
248	FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER
249	TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d
250	TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d
251	TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d
252	TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d
253	TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d
254	TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL
255	FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL 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 REQUIREMENTS
256	FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN TABLE R603.8 HEAD AND SILL TRACK SPAN
257	TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS TABLE R603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS
258	FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION
259	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
260	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-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
261	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
262	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
263	TABLE R606.2.7 MORTAR PROPORTIONS TABLE R606.2.11 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
264	TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION
265	TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
266	TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
267	TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
268	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
269	FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
270	FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2
271	TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
272	TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1
273	TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
274	SECTION R607 GLASS UNIT MASONRY FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
275	SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION
276	TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLS
277	FIGURE R608.3(1) FLAT WALL SYSTEM FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM
278	FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM
280	TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R608.5.4(1) LAP SPLICES
281	FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R608.5.4(3) STANDARD HOOKS
282	TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND/OR ALTERNATIVE GRADE OF STEEL
284	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-FRAMED SECOND STORY 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
285	TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS
286	TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS
287	TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS
288	TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS
289	EQUATION R6-1 EQUATION R6-2
291	TABLE R608.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY
292	TABLE R608.7(1A)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY
293	TABLE R608.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
294	TABLE R608.7(1B)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
295	TABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
296	TABLE R608.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
297	TABLE R608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEET TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET
298	TABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS
299	FIGURE R608.7(1) MINIMUM SOLID WALL LENGTH
300	FIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
301	FIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
302	FIGURE R608.8(1) REINFORCEMENT OF OPENINGS FIGURE R608.8(2) LINTEL FOR FLAT WALLS
303	FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS
304	FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS
305	TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONS
306	TABLE R608.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
307	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, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
308	TABLE R608.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
309	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, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
310	TABLE R608.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
311	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, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
312	TABLE R608.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
313	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, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
314	TABLE R608.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
315	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, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
316	TABLE R608.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
317	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, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
318	TABLE R608.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
319	TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
320	TABLE R608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
322	FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
323	TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
324	FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
325	TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
326	FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR
327	TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
328	FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
329	TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
330	FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
331	TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
332	FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
333	TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
334	FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
335	TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
336	FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
337	TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
338	FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
339	TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
340	FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
341	TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
342	FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
343	TABLE R608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
344	FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
345	TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
346	SECTION R609 EXTERIOR WINDOWS AND DOORS
348	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
349	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
350	SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION TABLE R610.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE
351	TABLE R610.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS FIGURE R610.4 SIP WALL PANEL
352	TABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY
353	TABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY
354	FIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
355	FIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION
356	FIGURE R610.5(5) SIP WALL-TO-WALL BALLOON FRAME CONNECTION FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION
357	FIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT
358	FIGURE R610.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS
359	FIGURE R610.9 SIP CORNER FRAMING DETAIL TABLE R610.10 MAXIMUM SPANS FOR 11 7/8-INCH-DEEP SIP HEADERS
360	CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER
361	TABLE R702.1(2) GYPSUM PLASTER PROPORTIONS TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLU
362	TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS
363	TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.4.2 BACKER BOARD MATERIALS
364	TABLE R702.7.1 CLASS III VAPOR RETARDERS SECTION R703 EXTERIOR COVERING
365	TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION TABLE R703.3.1 LIMITS FOR ATTACHMENT PER TABLE R703.3(1)
366	TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
367	TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
368	TABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY
369	TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS
370	TABLE R703.6.3(1) SINGLE COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE COURSE SIDEWALL FASTENERS
372	FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILS
373	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
374	FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
375	TABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE R703.8.3.2 MASONRY VENEER OPENING
376	TABLE R703.8.4 TIE ATTACHMENT AND AIRSPACE REQUIREMENTS
379	TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
380	TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
381	TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
382	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING
384	TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
385	TABLE R802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
386	TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
387	TABLE R802.4(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
388	TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES
389	TABLE R802.5.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
390	TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES
391	TABLE R802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
392	TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES
393	TABLE R802.5.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
394	TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES
395	TABLE R802.5.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
396	TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES
397	TABLE R802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
398	TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES
399	TABLE R802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
400	TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD
401	TABLE R802.5.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD
402	TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD
403	TABLE R802.5.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD(Ceiling attached to rafters, L/Δ = 240)
404	TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS
405	FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION
406	FIGURE R802.7.1.1 RAFTER NOTCH FIGURE R802.7.1.2 CEILING JOIST TAPER CUT
408	TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)
409	TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION)
410	SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 COLD-FORMED STEEL ROOF FRAMING
411	FIGURE R804.1.2 IN-LINE FRAMING
412	TABLE R804.2.3 LOAD-BEARING COLD-FORMED STEEL ROOF FRAMING MEMBER SIZES AND THICKNESSES FIGURE R804.2.3(1) C-SHAPED SECTION FIGURE R804.2.3(2) TRACK SECTION
413	FIGURE R804.2.6.1 ROOF FRAMING MEMBER WEB HOLES FIGURE R804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH
414	FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE
415	TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)
416	TABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)
417	TABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTION FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION
418	FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL
419	FIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE R804.3.1.4 SPLICED CEILING JOISTS
420	TABLE R804.3.2.1(1) ROOF RAFTER SPANS
421	TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
422	FIGURE R804.3.2.4 RIDGE MEMBER CONNECTION TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa
423	FIGURE R804.3.5(1) ROOF OR CEILING OPENING NO. 8 FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION
424	TABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET
425	FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL
426	FIGURE R804.3.7.2 ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION
427	TABLE R806.5 INSULATION FOR CONDENSATION CONTROL
428	SECTION R807 ATTIC ACCESS
430	CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION SECTION R903 WEATHER PROTECTION
431	SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS TABLE R905.1.1(1) UNDERLAYMENT TYPES
432	TABLE R905.1.1(2) UNDERLAYMENT APPLICATION
433	TABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT
434	TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES
435	TABLE R905.2.8.2 VALLEY LINING MATERIAL
436	TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
437	TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
438	TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
439	TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
440	TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS
441	TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS
442	SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC SYSTEMS
443	SECTION R908 REROOFING SECTION R909 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS
444	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES
445	TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
446	FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
447	FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
448	SECTION R1002 MASONRY HEATERS SECTION R1003 MASONRY CHIMNEYS
450	TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
451	FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
452	FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES TABLE R1003.20 CRICKET DIMENSIONS FIGURE R1003.20 CHIMNEY CRICKET
453	SECTION R1004 FACTORY-BUILT FIREPLACES SECTION R1005 FACTORY-BUILT CHIMNEYS SECTION R1006 EXTERIOR AIR SUPPLY
454	PART IV—ENERGY CONSERVATION CHAPTER 11 [RE] ENERGY EFFICIENCY SECTION N1101 GENERAL
455	FIGURE 1101.2.2 ALTERNATIVE INSULATION METHOD FOR SLAB ON GRADE FLOORS
458	FIGURE N1101.7 (R301.1) CLIMATE ZONES
459	TABLE N1101.7 (R301.1) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
460	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
461	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
462	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
463	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
464	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
465	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
466	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
467	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
468	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
469	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
470	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
471	TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY TABLE N1101.7.2(1) [R301.3(1)] INTERNATIONAL CLIMATE ZONE DEFINITIONS
472	TABLE N1101.7.2(2) [R301.3(2)] INTERNATIONAL CLIMATE ZONE DEFINITIONS TABLE N1101.10.3(1) [R303.1.3(1)] DEFAULT GLAZED FENESTRATION U-FACTORS TABLE N1101.10.3(2) [R303.1.3(2)] DEFAULT DOOR U-FACTORS TABLE N1101.10.3(3) [R303.1.3(3)] DEFAULT GLAZED FENESTRATION SHGC AND V
473	SECTION N1102 (R402) BUILDING THERMAL ENVELOPE
474	TABLE N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
475	TABLE N1102.1.4 (R402.1.4) EQUIVALENT U-FACTORSa
476	TABLE N1102.2.6 (R402.2.6) STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE)
478	TABLE N1102.4.1.1 (R402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION
479	SECTION N1103 (R403) SYSTEMS
480	TABLE N1103.6.1 (R403.6.1) WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
481	SECTION N1104 (R404) ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY) SECTION N1105 (R405) SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE)
483	TABLE N1105.5.2(1) [R405.5.2(1)] SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
484	TABLE N1105.5.2(1) [R405.5.2(1)]—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
485	TABLE N1105.5.2(2) [R405.5.2(2)] DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa SECTION N1106 (R406) ENERGY RATING INDEX COMPLIANCE ALTERNATIVE TABLE N1106.4 (R406.4) MAXIMUM ENERGY RATING INDEX
486	SECTION N1107 (R501) EXISTING BUILDINGS—GENERAL
487	SECTION N1108 (R502) ADDITIONS SECTION N1109 (R503) ALTERATIONS
488	SECTION N1110 (R504) REPAIRS SECTION N1111 (R505) CHANGE OF OCCUPANCY OR USE
490	PART V—MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL SECTION M1202 EXISTING MECHANICAL SYSTEMS
492	CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION M1301 GENERAL SECTION M1302 APPROVAL SECTION M1303 LABELING OF APPLIANCES SECTION M1304 TYPE OF FUEL SECTION M1305 APPLIANCE ACCESS
493	SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
494	SECTION M1307 APPLIANCE INSTALLATION
495	TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
496	FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
497	SECTION M1308 MECHANICAL SYSTEMS INSTALLATION
498	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
499	SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES
500	SECTION M1409 VENTED WALL FURNACES SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT
501	SECTION M1412 ABSORPTION COOLING EQUIPMENT SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
502	SECTION M1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS SECTION M1416 MINI-SPLIT HEAT PUMPS
504	CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST
505	TABLE M1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION M1503 RANGE HOODS
506	SECTION M1504 INSTALLATION OF MICROWAVE OVENS SECTION M1505 OVERHEAD EXHAUST HOODS SECTION M1506 EXHAUST DUCTS AND EXHAUST OPENINGS TABLE M1506.2 DUCT LENGTH SECTION M1507 MECHANICAL VENTILATION
507	TABLE M1507.3.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE M1507.3.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS
508	CHAPTER 16 DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION
509	TABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa
511	SECTION M1602 RETURN AIR
512	CHAPTER 17 COMBUSTION AIR
514	CHAPTER 18 CHIMNEYS AND VENTS
516	CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS
518	CHAPTER 20 BOILERS AND WATER HEATERS
520	CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION TABLE M2101.9 HANGER SPACING INTERVALS SECTION M2102 BASEBOARD CONVECTORS SECTION M2103 FLOOR HEATING SYSTEMS
521	TABLE M2101.1 HYDRONIC PIPING MATERIALS
522	SECTION M2104 LOW TEMPERATURE PIPING SECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING
523	TABLE M2105.4 GROUND-SOURCE LOOP PIPE TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS
526	CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION
527	SECTION M2204 OIL PUMPS AND VALVES
528	CHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS SECTION M2301 THERMAL SOLAR ENERGY SYSTEMS
530	PART VI—FUEL GAS CHAPTER 24 FUEL GAS
532	PART VII—PLUMBING CHAPTER 25 PLUMBING ADMINISTRATION
534	CHAPTER 26 GENERAL PLUMBING REQUIREMENTS
536	CHAPTER 27 PLUMBING FIXTURES
538	CHAPTER 28 WATER HEATERS
540	CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTIONS P2901 THROUGH P2903 SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
542	FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION
543	EQUATION 29-1
544	SECTIONS P2905 THROUGH P2913
545	TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS
546	TABLE P2904.6.2(3) ELEVATION LOSS TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
547	TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
548	TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
549	TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
550	TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING
551	TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING
552	CHAPTER 30 SANITARY DRAINAGE
554	CHAPTER 31 VENTS
556	CHAPTER 32 TRAPS
558	CHAPTER 33 STORM DRAINS
560	PART VIII—ELECTRICAL CHAPTER 34 GENERAL REQUIREMENTS
562	CHAPTER 35 ELECTRICAL DEFINITIONS
564	CHAPTER 36 SERVICES
566	CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS
568	CHAPTER 38 WIRING METHODS
570	CHAPTER 39 POWER AND LIGHTING DISTRIBUTION
572	CHAPTER 40 DEVICES AND LUMINAIRES
574	CHAPTER 41 APPLIANCE INSTALLATION
576	CHAPTER 42 SWIMMING POOLS
578	CHAPTER 43 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS
580	PART IX—REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACI ACCA
581	AISI AMCA AMD ANCE ANSI
583	APA ASCE/SEI ASHRAE ASME
585	ASSE
586	ASTM
595	AWC AWPA AWS AWWA
596	CEN CGSB CISPI CPA
597	CPSC CSA
598	CSSB
599	DASMA DOC DOTn FEMA FM
600	GA HPVA IAPMO ICC
601	ISO KYCODES MSS NAIMA NFBA
602	NFPA NSF PCA
603	SBCA SMACNA SRCC TMS TPI
604	UL
605	ULC WDMA
606	APPENDIX A SIZING AND CAPACITIES OF GAS PIPING A.1 GENERAL PIPING CONSIDERATIONS A.2 DESCRIPTION OF TABLES
607	TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
608	TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
609	TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 A.3 USE OF CAPACITY TABLES
611	TABLE A.3.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS A.4 USE OF SIZING EQUATIONS
612	A.5 PIPE AND TUBE DIAMETERS TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A.5.2 COPPER TUBE STANDARD SIZES A.6 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING
613	FIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM
614	FIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
615	FIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
618	APPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, ANDAPPLIANCES LISTED FOR USE WITH TYPE B VENTS EXAMPLES USING SINGLE APPLIANCE VENTING TABLES FIGURE B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT FIGURE B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR
619	FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR
620	FIGURE B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-9 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE B-10 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES
621	FIGURE B-11 USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE B-12 USE OF OFFSET COMMON VENT FIGURE B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE B-14 MULTISTORY VENT SYSTEMS
622	FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
623	EXAMPLES USING COMMON VENTING TABLES FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT
625	TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
626	FIGURE B-19
628	APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
630	APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION D.1 GENERAL D.2 OCCUPANT AND INSPECTOR SAFETY
631	D.3 GAS PIPING AND CONNECTION INSPECTIONS D.4 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING
632	D.5 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING
633	D.6 APPLIANCE-SPECIFIC INSPECTIONS
635	TABLE D.6 CO THRESHOLDS
636	APPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT
637	SECTION AE201 DEFINITIONS SECTION AE301 PERMITS SECTION AE302 APPLICATION FOR PERMIT
638	SECTION AE303 PERMITS ISSUANCE
639	SECTION AE304 FEES SECTION AE305 INSPECTIONS
640	SECTION AE306 SPECIAL INSPECTIONS SECTION AE307 UTILITY SERVICE SECTION AE401 OCCUPANCY CLASSIFICATION SECTION AE402 LOCATION ON PROPERTY SECTION AE501 DESIGN
641	SECTION AE502 FOUNDATION SYSTEMS SECTION AE503 SKIRTING AND PERIMETER ENCLOSURES SECTION AE504 STRUCTURAL ADDITIONS
642	SECTION AE505 BUILDING SERVICE EQUIPMENT SECTION AE506 EXITS SECTION AE507 OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS SECTION AE600 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS SECTION AE601 FOOTINGS AND FOUNDATIONS SECTION AE602 PIER CONSTRUCTION SECTION AE603 HEIGHT OF PIERS
643	SECTION AE604 ANCHORAGE INSTALLATIONS SECTION AE605 TIES, MATERIALS AND INSTALLATION
644	SECTION AE606 REFERENCED STANDARDS
646	APPENDIX F RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS
649	FIGURE AF101 EPA MAP OF RADON ZONES
650	TABLE AF101(1) HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa
651	TABLE AF101(1)—continued HIGH RADON-POTENTIAL (ZONE 1) COUNTIES
652	FIGURE AF102 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES
654	APPENDIX G PIPING STANDARDS FOR VARIOUS APPLICATIONS SECTION AG101 PLASTIC PIPING STANDARDS TABLE AG101.1 PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa
655	TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS
656	TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS
657	SECTION AG102 REFERENCED STANDARDS
658	APPENDIX H 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
659	TABLE AH106.4(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE TABLE AH106.4(1) DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMING
660	FIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES
662	APPENDIX I PRIVATE SEWAGE DISPOSAL SECTION AI101 GENERAL
664	APPENDIX J EXISTING BUILDINGS AND STRUCTURES SECTION AJ101 PURPOSE AND INTENT SECTION AJ102 COMPLIANCE
665	SECTION AJ103 PRELIMINARY MEETING SECTION AJ104 EVALUATION OF AN EXISTING BUILDING SECTION AJ105 PERMIT SECTION AJ201 DEFINITIONS
666	SECTION AJ301 REPAIRS SECTION AJ401 RENOVATIONS SECTION AJ501 ALTERATIONS
667	SECTION AJ601 RECONSTRUCTION
670	APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIR-BORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS
672	APPENDIX L PERMIT FEES
674	APPENDIX M HOME DAY CARE—R-3 OCCUPANCY SECTION AM101 GENERAL SECTION AM102 DEFINITION SECTION AM103 MEANS OF EGRESS
675	SECTION AM104 SMOKE DETECTION
676	APPENDIX N VENTING METHODS FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS
677	FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS
678	FIGURE N3 TYPICAL HORIZONTAL WET VENTING
679	FIGURE N4 TYPICAL METHODS OF WET VENTING
680	FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING
681	FIGURE N6 WASTE STACK VENTING FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH
682	APPENDIX O AUTOMATIC VEHICULAR GATES SECTION AO101 GENERAL SECTION AO102 DEFINITION SECTION AO103 AUTOMATIC VEHICULAR GATES
684	APPENDIX P SIZING OF WATER PIPING SYSTEM SECTION AP101 GENERAL SECTION AP102 INFORMATION REQUIRED SECTION AP103 SELECTION OF PIPE SIZE
688	TABLE AP.1 TABLE AP.2
689	FIGURE AP103.3(1) EXAMPLE—SIZING
690	TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
691	TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
692	TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND
693	TABLE AP103.3(3)—continued TABLE FOR ESTIMATING DEMAND TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH
694	TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa
695	FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING)
696	FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING)
697	FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING)
698	FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
699	FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
700	FIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa
701	SECTION AP201 SELECTION OF PIPE SIZE
702	TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES
703	TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES
704	APPENDIX Q RESERVED
706	APPENDIX R LIGHT STRAW-CLAY CONSTRUCTION SECTION AR101 GENERAL SECTION AR102 DEFINITIONS SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION
707	SECTION AR104 THERMAL INSULATION SECTION AR105 REFERENCED STANDARD
708	APPENDIX S STRAWBALE CONSTRUCTION SECTION AS101 GENERAL SECTION AS102 DEFINITIONS SECTION AS103 BALES
709	SECTION AS104 FINISHES
710	SECTION AS105 STRAWBALE WALLS—GENERAL
711	TABLE AS105.4 OUT-OF-PLANE RESISTANCE AND UNRESTRAINED WALL DIMENSIONS
712	SECTION AS106 STRAWBALE WALLS—STRUCTURAL TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS
713	TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES
714	TABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED
715	TABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY SECTION AS107 FIRE RESISTANCE
716	SECTION AS108 THERMAL INSULATION SECTION AS109 REFERENCED STANDARDS
718	APPENDIX T RECOMMENDED PROCEDURE FOR WORST-CASE TESTING OF ATMOSPHERIC VENTING SYSTEMS UNDER N1102.4 OR N1105 CONDITIONS ≤ 5ACH50 SECTION T101 SCOPE SECTION T202 GENERAL DEFINITIONS SECTION T301 TESTING PROCEDURE
719	TABLE T301.1(1) CAZ DEPRESSURIZATION LIMITS TABLE T301.1(2) ACCEPTABLE DRAFT TEST CORRECTION TABLE T301.1(3) ACCEPTABLE DRAFT TEST CORRECTION
720	APPENDIX U SOLAR-READY PROVISIONS—DETACHED ONE- AND TWO-FAMILY DWELLINGS, MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES) SECTION U101 SCOPE SECTION U102 GENERAL DEFINITIONS SECTION U103 SOLAR-READY ZONE
722	INDEX
736	HELPFUL TOOLS FOR YOUR RESIDENTIAL CODE
737	ICC EVALUATION SERVICE
738	ICC ASSESSMENT CENTER
739	ICC DIGITAL CODES PREMIUM

KY Amendment 3 2020

Sat, 19 Oct 2024 20:11:44 +0000

None

PDF Catalog

PDF Pages	PDF Title
1	COVER
2	PREFACE
3	SAMPLE ORDINANCE
4	TABLE OF CONTENTS
6	CHAPTER 1 ADMINISTRATION
12	CHAPTER 2 DEFINITIONS
14	CHAPTER 3 BUILDING PLANNING
31	CHAPTER 4 FOUNDATIONS
37	CHAPTER 5 FLOORS
38	CHAPTER 6 WALL CONSTRUCTION
39	CHAPTER 7 WALL COVERING
41	CHAPTER 9 ROOF ASSEMBLIES
42	CHAPTER 11 ENERGY EFFICIENCY
44	CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS
45	CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES
46	CHAPTER 15 EXHAUST SYSTEMS
47	CHAPTER 16 DUCT SYSTEMS
48	CHAPTER 17 COMBUSTION AIR CHAPTER 18 CHIMNEYS AND VENTS CHAPTER 19SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS CHAPTER 20 BOILERS AND WATER HEATERS CHAPTER 24 FUEL GAS CHAPTER 25 PLUMBING ADMINISTRATION CHAPTER 26 GENERAL PLUMBING REQUIREMENTS CHAPTER 27 PLUMBING FIXTURES CHAPTER 28 WATER HEATERS CHAPTER 29 WATER SUPPLY AND DISTRIBUTION CHAPTER 30 SANITARY DRAINAGE CHAPTER 31 VENTS
49	CHAPTER 32 TRAPS CHAPTER 33 STORM DRAINS CHAPTER 34 GENERAL REQUIREMENTS CHAPTER 35 ELECTRICAL DEFINITIONS CHAPTER 36 SERVICES CHAPTER 37BRANCH CIRCUIT AND FEEDER REQUIREMENTS CHAPTER 38 WIRING METHODS CHAPTER 39POWER AND LIGHTING DISTRIBUTION CHAPTER 40 DEVICES AND LUMINAIRES CHAPTER 41 APPLIANCE INSTALLATION CHAPTER 42 SWIMMING POOLS CHAPTER 43CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS
50	CHAPTER 44 REFERENCED STANDARDS

KY Amendment 2 2020

Sat, 19 Oct 2024 20:11:44 +0000

None

PDF Catalog

PDF Pages	PDF Title
1	Cover
2	Kentucky Information on Code Enforcement
3	SAMPLE ORDINANCE
5	TABLE OF CONTENTS
8	CHAPTER 1 SCOPE AND ADMINISTRATION
20	CHAPTER 2 DEFINITIONS
24	CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
27	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
42	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
44	CHAPTER 6 TYPES OF CONSTRUCTION
45	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
46	CHAPTER 9 FIRE PROTECTION SYSTEMS
53	CHAPTER 10 MEANS OF EGRESS
60	CHAPTER 11 ACCESSIBILITY
61	CHAPTER 12 INTERIOR ENVIRONMENT
62	CHAPTER 13 ENERGY EFFICIENCY
63	CHAPTER 14 EXTERIOR WALLS
64	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
65	CHAPTER 16 STRUCTURAL DESIGN
73	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS
76	CHAPTER 18 SOILS AND FOUNDATIONS
78	CHAPTER 21 MASONRY
79	CHAPTER 22 STEEL
80	CHAPTER 27 ELECTRICAL
81	CHAPTER 28 MECHANICAL SYSTEMS
83	CHAPTER 29 PLUMBING SYSTEMS
84	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
86	CHAPTER 31 SPECIAL CONSTRUCTION
91	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
92	CHAPTER 34 EXISTING STRUCTURES
93	CHAPTER 35 REFERENCED STANDARDS

KY Amendment 1

Sat, 19 Oct 2024 08:36:27 +0000

KY - Amendment

Published By	Publication Date	Number of Pages
KY	N/A	98

KY KRC 2013

Sat, 19 Oct 2024 07:51:07 +0000

None

PDF Catalog

PDF Pages	PDF Title
1	Cover
2	PREFACE
3	SAMPLE ORDINANCE FOR ADOPTION OF THEINTERNATIONAL RESIDENTIAL CODEFOR SINGLE FAMILY DWELLINGS
4	ACKNOWLEDGEMENTS
7	CHAPTER 1 SCOPE AND ADMINISTRATION SECTION R101 GENERAL SECTION R102 APPLICABILITY
8	SECTION R103 DEPARTMENT OF BUILDING SAFETY
9	SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
10	SECTION R105 PERMITS
11	SECTION R106 CONSTRUCTION DOCUMENTS
12	SECTION R107 TEMPORARY STRUCTURES AND USES SECTION R108 FEES SECTION R109 INSPECTIONS
13	SECTION R110 CERTIFICATE OF OCCUPANCY SECTION R111 SERVICE UTILITIES SECTION R112 BOARD OF APPEALS
14	SECTION R113 VIOLATIONS SECTION R114 STOP WORK ORDER
15	SECTION R115 PROOF OF INSURANCE SECTION R116 EFFECTIVE DATES
16	CHAPTER 2 DEFINITIONS SECTION R202 DEFINITIONS
17	CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA
22	SECTION R302 FIRE-RESISTANT CONSTRUCTION
24	SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R311 MEANS OF EGRESS
25	SECTION R312 GUARDS AND WINDOW FALL PROTECTION
26	SECTION R314 SMOKE ALARMS SECTION R315 CARBON MONOXIDE ALARMS SECTION R324 POST AND FRAME STRUCTURES
33	CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL SECTION R403 FOOTINGS
35	SECTION R404 FOUNDATIONS AND RETAINING WALLS
39	CHAPTER 5 FLOORS SECTION R502 WOOD FLOOR FRAMING SECTION R507 DECKS
40	CHAPTER 6 WALL CONSTRUCTION SECTION R602 WOOD WALL FRAMING
47	CHAPTER 7 WALL COVERING SECTION R703 EXTERIOR COVERING
49	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R802 WOOD ROOF FRAMING SECTION R803 ROOF SHEATHING SECTION R806 ROOF VENTILATION
51	CHAPTER 9 ROOF ASSEMBLIES SECTION R905 REQUIREMENTS FOR ROOF COVERINGS
52	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1003 MASONRY CHIMNEYS
53	CHAPTER 11 ENERGY EFFICIENCY
55	CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION M1301 GENERAL
56	CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES
57	CHAPTER 15 EXHAUST SYSTEMS SECTION M1502 CLOTHES DRYER EXHAUST
58	CHAPTER 17 COMBUSTION AIR SECTION M1701 GENERAL
59	CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL
60	CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS SECTION M1901 GENERAL
61	CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 GENERAL
62	CHAPTER 24 FUEL GAS SECTION G2401 GENERAL
63	CHAPTER 25 PLUMBING ADMINISTRATION CHAPTER 26 GENERAL PLUMBING REQUIREMENTS CHAPTER 27 PLUMBING FIXTURES CHAPTER 28 WATER HEATERS CHAPTER 29 WATER SUPPLY AND DISTRIBUTION CHAPTER 30 SANITARY DRAINAGE CHAPTER 31 VENTS CHAPTER 32 TRAPS CHAPTER 33 STORM DRAINAGE CHAPTER 34 GENERAL REQUIREMENTS CHAPTER 35 ELECTRICAL DEFINITIONS CHAPTER 36 SERVICES CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS CHAPTER 38 WIRING METHODS CHAPTER 39 POWER AND LIGHTING DISTRIBUTION CHAPTER 40 DEVICES AND LUMINARIES
64	CHAPTER 41 APPLIANCE INSTALLATION CHAPTER 42 SWIMMING POOLS CHAPTER 43 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS
65	CHAPTER 44 KENTUCKY CODES REFERENCED STANDARDS
66	APPENDIX G SWIMMING POOLS SECTION AG102 DEFINITIONS SECTION AG105 BARRIER REQUIREMENTS

KY KBC 2013

Sat, 19 Oct 2024 07:51:07 +0000

None

PDF Catalog

PDF Pages	PDF Title
1	Cover
2	Kentucky Information on Code Enforcement
3	SAMPLE ORDINANCE
5	ACKNOWLEDGEMENTS
9	CHAPTER 1 – SCOPE AND ADMINISTRATION SECTION 101 GENERAL
10	SECTION 102 APPLICABILITY SECTION 103 DEPARTMENT OF HOUSING, BUILDINGS AND CONSTRUCTION SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
12	SECTION 105 PERMITS
13	SECTION 107 SUBMITTAL DOCUMENTS
14	SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES SECTION 110 INSPECTIONS
15	SECTION 111 CERTIFICATE OF OCCUPANCY SECTION 112 SERVICE UTILITIES SECTION 113 BOARD OF APPEALS
16	SECTION 114 VIOLATIONS
17	SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT SECTION 117CABINET FOR HEALTH AND FAMILY SERVICES (CHFS) REGULATED BUILDINGS SECTION 118 PROOF OF INSURANCE SECTION 119 POSTING STRUCTURES SECTION 120 EFFECTIVE DATES SECTION 121 PLAN REVIEW AND INSPECTION FEES FOR THE DEPARPMENT OF HOUSING, BUILDINGS AND CONSTRUCTION
19	SECTION 122 LICENSED DESIGN PROFESSIONALS
21	CHAPTER 2 – DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
25	CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION SECTION 303 ASSEMBLY GROUP A SECTION 304 BUSINESS GROUP B
26	SECTION 305 EDUCATIONAL GROUP E SECTION 307 HIGH-HAZARD GROUP H SECTION 308 INSTITUTIONAL GROUP I SECTION 310 RESIDENTIAL GROUP R
28	CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USEAND OCCUPANCY SECTION 405 UNDERGROUND BUILDINGS SECTION 407 Groups I-1 and I-2 SECTION 408 GROUP I-3
29	SECTION 425 DAY CARE CENTERS
32	SECTION 426 BED AND BREAKFAST ESTABLISHMENTS SECTION 428 BARRELED SPIRIT STORAGE BUILDINGS
34	SECTION 429 CONSUMER FIREWORKS RETAIL SALES FACILITIES SECTION 430 TEMPORARY STRUCTURES
41	CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SECTION 506 BUILDING AREA MODIFICATIONS SECTION 507 UNLIMITED AREA BUILDINGS SECTION 510 SPECIAL PROVISIONS
42	CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES SECTION 703 FIRE-RESISTANCE RATINGSAND FIRE TESTS SECTION 706 FIRE WALLS SECTION 718 CONCEALED SPACES
43	CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
45	SECTION 904 ALTERNATIVE AUTOMATIC FIRE EXTINGUISING SYSTEMS SECTION 905 STANDPIPE SYSTEMS SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
47	SECTION 909 SMOKE CONTROL SYSTEMS
48	SECTION 910 SMOKE AND HEAT REMOVAL SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS SECTION 916 YARD HYDRANTS
49	CHAPTER 10 – MEANS OF EGRESS SECTION 1004 OCCUPANT LOAD
50	SECTION 1006 MEANS OF EGRESS ILLUMINATION SECTION 1008 DOORS, GATES AND TURNSTILES
51	SECTION 1010 RAMPS SECTION 1012 HANDRAILS
52	SECTION 1013GUARDS
53	SECTION 1016 EXIT ACCESS AND TRAVEL DISTANCE
54	SECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS SECTION 1027EXIT DISCHARGE SECTION 1028 ASSEMBLY
55	SECTION 1029 EMERGENCY ESCAPE AND RESCUE
56	CHAPTER 11 ACCESSIBILITY SECTION 1104 ACCESSIBLE ROUTE SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
57	SECTION 1109 OTHER FEATURES AND FACIILTIES
58	CHAPTER 12 INTERNAL ENVIRONMENT SECTION 1203 VENTILATION SECTION 1206 YARDS OR COURTS SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
59	CHAPTER 14 EXTERIOR WALLS SECTION 1410 WINDOW CLEANING SAFEGUARDS
60	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1503 WEATHER PROTECTION SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
61	CHAPTER 16 – STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS SECTION 1604 GENERAL DESIGN REQUIREMENTS SECTION 1605 LOAD COMBINATIONS SECTION 1607 LIVE LOADS
62	SECTION 1608 SNOW LOADS
63	SECTION 1609 WIND LOADS
64	SECTION 1611 RAIN LOADS
66	SECTION 1612 FLOOD LOADS SECTION 1613 EARTHQUAKE LOADS
69	SECTION 1614 ATMOSPHERIC ICE LOADS
72	CHAPTER 17 – SPECIAL INSPECTIONS AND TESTS SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS
73	SECTION 1705 REQUIRED VERIFICATION AND INSPECTION
75	SECTION 1709 IN-SITU LOAD TESTS SECTION 1710 PRECONSTRUCTION LOAD TESTS
76	CHAPTER 18 – SOILS AND FOUNDATIONS SECTION 1801GENERAL SECTION 1803 GEOTECHNICAL INVESTIGATIONS SECTION 1804 EXCAVATION, GRADING AND FILL SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES SECTION 1809 SHALLOW FOUNDATIONS
77	SECTION 1810 DEEP FOUNDATIONS
79	CHAPTER 19 – CONCRETE SECTION 1910 SHOTCRETE
80	CHAPTER 21 – MASONRY SECTION 2113 MASONRY CHIMNEYS
81	CHAPTER 22 – STEEL SECTION 2207 STEEL JOISTS SECTION 2209 STEEL STORAGE RACKS SECTION 2211 COLD-FRAMED STEEL LIGHT-FRAME CONSTRUCTION
82	CHAPTER 23 – WOOD SECTION 2303 MINIMUM STANDARDS AND QUALITY SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
84	CHAPTER 24 – GLASS AND GLAZING SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
85	CHAPTER 27 – ELECTRICAL SECTION 2701 GENERAL SECTION 270 2EMERGENCY AND STANDBY POWER SYSTEMS SECTION 2703 PERMIT AND CERTIFICATE OF INSPECTION SECTION 2704 INSPECTIONS AND TESTS
86	CHAPTER 28 – MECHANICAL SYSTEMS SECTION 2801 GENERAL
87	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES
88	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3009 POWER ELEVATOR OPERATION SECTION 3010 STAIRWAY CHAIR-LIFTS AND WHEELCHAIR LIFTS SECTION 3011 MAINTENANCE AND ACCIDENTS
89	SECTION 3012 CONSTRUCTION DOCUMENTS AND PERMITS SECTION 3013 CERTIFICATE OF COMPLIANCE
90	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3103 TEMPORARY STRUCTURES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOLS
95	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3305 SANITARY
96	CHAPTER 34 EXISTING STRUCTURES SECTION 3401 GENERAL SECTION 3403 ADDITIONS SECTION 3409 HISTORIC BUILDINGS SECTION 3412 COMPLIANCE ALTERNATIVES
97	CHAPTER 35 REFERENCED STANDARDS

KY State 2 N/A

Sat, 19 Oct 2024 06:23:42 +0000

Kentucky Building Code, Amendment - Kentucky Administrative Regulations Title 815 Chapter 7:120

Published By	Publication Date	Number of Pages
KY	N/A	3

Kentucky Building Code, Amendment – Kentucky Administrative Regulations Title 815 Chapter 7:120

Fri, 18 Oct 2024 11:10:03 +0000

Kentucky Building Code, Amendment - Kentucky Administrative Regulations Title 815 Chapter 7:120

Published By	Publication Date	Number of Pages
KY	N/A	3