Name: OH State ResidentialCode 2013 PDF - PDF Standards Store
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This is a fully integrated code based on the 2009 International Residential Code.

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1	2013 RESIDENTIAL CODE OF OHIO
2	COPYRIGHT
3	PREFACE
5	EFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE
9	TABLE OF CONTENTS
13	PART I – ADMINISTRATION CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL
14	SECTION 102 APPLICABILITY AND JURISDICTIONAL AUTHORITY
17	SECTION 103 CERTIFIED RESIDENTIAL BUILDING DEPARTMENTS, PERSONNEL, AND APPEALS BOARDS SECTION 104 DUTIES AND RESPONSIBILITIES
18	SECTION 105 APPROVALS
20	SECTION 106 CONSTRUCTION DOCUMENTS
22	SECTION 107 PLAN APPROVAL PROCESS
24	SECTION 108 INSPECTION PROCESS
26	SECTION 109 ORDERS, VIOLATIONS, AND UNSAFE BUILDINGS
27	SECTION 110 APPEALS SECTION 111 CERTIFICATE OF OCCUPANCY
28	SECTION 112 CHANGES TO THE CODE SECTION 113 EXISTING BUILDINGS AND STRUCTURES
31	SECTION 114 PRODUCTS AND MATERIALS
33	FIGURE 114.2 ORGANIZATION OF BOARD RECOGNIZED BODIES AND CERTIFICATION PROGRAMS
34	SECTION 115 BOARD ORGANIZATION
35	PART II – DEFINITIONS CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
51	PART III – BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION 301 DESIGN CRITERIA
52	TABLE 301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
53	TABLE 301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf)a, b, c, d, e
54	TABLE 301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) FIGURE 301.2(1) ISOLINES OF THE 971/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES ( F)
55	FIGURE 301.2(2) SEISMIC DESIGN CATEGORIES—SITE CLASS D
56	FIGURE 301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE
57	FIGURE 301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL
58	FIGURE 301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
59	FIGURE 301.2(6) TERMITE INFESTATION PROBABILITY MAP
60	FIGURE 301.2(7) COMPONENT AND CLADDING PRESSURE ZONES
61	TABLE 301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa
62	TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
63	TABLE 301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa
65	TABLE 301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) TABLE 301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FOR CEPER SQUARE FOOT OF HORIZONTAL PROJECTION
66	TABLE 301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SECTION 302 FIRE-RESISTANT CONSTRUCTION TABLE R302.1 EXTERIOR WALLS
69	TABLE R302.6 DWELLING/GARAGE SEPARATIONa
71	SECTION 303 LIGHT, VENTILATION AND HEATING
72	SECTION 304 MINIMUM ROOM AREAS SECTION 305 CEILING HEIGHT SECTION 306 SANITATION SECTION 307 TOILET, BATH AND SHOWER SPACES
73	FIGURE 307.1 MINIMUM FIXTURE CLEARANCES SECTION 308 GLAZING
74	TABLE 308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE 308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
76	SECTION 309 GARAGES AND CARPORTS SECTION 310 EMERGENCY ESCAPE AND RESCUE OPENINGS
77	SECTION 311 MEANS OF EGRESS
79	SECTION 312 GUARDS
80	SECTION 313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION 314 SMOKE ALARMS
81	SECTION 315 CARBON MONOXIDE ALARMS SECTION 316 FOAM PLASTIC
83	SECTION 317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY
84	SECTION 318 PROTECTION AGAINST SUBTERRANEAN TERMITES
85	SECTION 319 SITE ADDRESS SECTION 320 ACCESSIBILITY
86	SECTION 321 ELEVATORS AND PLATFORM LIFTS SECTION 322 FLOOD-RESISTANT CONSTRUCTION
89	SECTION 323 STORM SHELTERS SECTION 324 POST FRAME ACCESSORY STRUCTURES TABLE 324.3 POST FRAME PIER FOOTING DIAMETERS
90	FIGURE 324 POST AND FRAME WALL SECTION (NO SCALE) FIGURE 324.1 COLUMN UPLIFT PROTECTION EXCEPTION (NO SCALE
91	TABLE 324.4.5 GABLE END HEADER SIZES TABLE 324.4.7 BEAM OR TRUSS CONNECTION AT COLUMNS MINIMUM FASTENERS OR TOTAL SHEAR OR WITHDRAW VALUESa, b, c TABLE 324.6 KNEE BRACE VERTICAL DISTANCE
92	TABLE 324.7 STRUCTURAL FASTENES
93	CHAPTER 4 FOUNDATIONS SECTION 401 GENERAL TABLE 401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION 402 MATERIALS
94	TABLE 402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION 403 FOOTINGS
95	TABLE 403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a
96	FIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS
97	FIGURE 403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
98	FIGURE 403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
99	FIGURE 403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
101	FIGURE 403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS TABLE 403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa
102	FIGURE 403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
103	TABLE 403.3(2) AIR-FREEZING INDEX FOR OHIO LOCATIONS BY COUNTY FIGURE 403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
104	FIGURE 403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE TABLE 403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches)
105	FIGURE 403.4(1) BASEMENT OR CRAWL SPACE WITH PRECASTFOUNDATION WALL BEARING ON CRUSHED STONE FIGURE 403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING TABLE 403.5 MINIMUM FOOTING SIZE FOR DECK FOOTINGS WITHOUT ROOF LOADS SECTION 404 FOUNDATION AND RETAINING WALLS
106	TABLE 404.1.1(1) PLAIN MASONRY FOUNDATION WALLS
107	TABLE 404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa, c
108	TABLE 404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa,
109	TABLE 404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa, c
110	TABLE 404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b
111	TABLE 404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j
112	TABLE 404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i
113	TABLE 404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i
114	TABLE 404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i
115	TABLE 404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j
116	TABLE 404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i,
117	TABLE 404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n
118	TABLE 404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c
119	TABLE 404.1.2(9)—continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c
122	FIGURE 404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
123	SECTION 405 FOUNDATION DRAINAGE
124	TABLE 404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION
125	TABLE 405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM SECTION 406 FOUNDATION WATERPROOFING AND DAMPPROOFING
126	SECTION 407 COLUMNS
127	SECTION 408 UNDER-FLOOR SPACE SECTION 409 FOUNDATION INSULATION
129	CHAPTER 5 FLOORS SECTION 501 GENERAL SECTION 502 WOOD FLOOR FRAMING
130	FIGURE 502.2 FLOOR CONSTRUCTION
131	TABLE 502.2.2.1 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER AND A 2-INCH NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOISTc, f, g FIGURE 502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS
135	TABLE 502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
136	TABLE 502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
137	TABLE 502.3.3(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) TABLE 502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f
138	TABLE 502.5(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)
139	TABLE 502.5(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)
140	TABLE 502.5(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)
141	FIGURE 502.8 CUTTING, NOTCHING AND DRILLING
142	SECTION 503 FLOOR SHEATHING TABLE 503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
143	TABLE 503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa
144	TABLE 503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa SECTION 504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND) SECTION 505 STEEL FLOOR FRAMING
145	FIGURE 505.1.2 IN-LINE FRAMING
146	FIGURE 505.2(1) C-SHAPED SECTION FIGURE 505.2(2) TRACK SECTION TABLE 505.2 (1) COLD-FORMED STEEL JOIST SIZES TABLE 505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
147	TABLE 505.2.4 SCREW SUBSTITUTION FACTOR FIGURE 505.2.5.1 FLOOR JOIST WEB HOLES
148	FIGURE 505.2.5.3 WEB HOLE PATCH
149	TABLE 505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION
150	TABLE 505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE 505.3.1(2) FLOOR TO WOOD SILL CONNECTION
151	FIGURE 505.3.1(3) FLOOR TO FOUNDATION CONNECTION FIGURE 505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION
152	FIGURE 505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION FIGURE 505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION
153	FIGURE 505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
154	FIGURE 505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE 505.3.1(9) BEARING STIFFENERS FOR END JOISTS
155	TABLE 505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE SPANS FIGURE 505.3.3.2(1) JOIST BLOCKING (SOLID)
156	TABLE 505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b, c, d, e, f 33 ksi STEEL FIGURE 505.3.3.2(2) JOIST BLOCKING (STRAP)
157	TABLE 505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b, c, d, e, f 50 ksi STEEL
158	FIGURE 505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS TABLE 505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 psf equivalent snow load)
159	TABLE 505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 psf equivalent snow load) FIGURE 505.3.4(2) BEARING STIFFENER
160	TABLE 505.3.4 (3) CLIP ANGLE BEARING STIFFENERS (50 psf equivalent snow load) TABLE 505.3.4 (4) CLIP ANGLE BEARING STIFFENERS (70 psf equivalent snow load)
161	FIGURE 505.3.7 TRACK SPLICE
162	FIGURE 505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING FIGURE 505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION: 8-FOOT FLOOR OPENING
163	FIGURE 505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING FIGURE 505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING
164	SECTION 506 CONCRETE FLOORS (ON GROUND)
165	CHAPTER 6 WALL CONSTRUCTION SECTION 601 GENERAL TABLE 601.3.1 CLASS III VAPOR RETARDERS
166	SECTION 602 WOOD WALL FRAMING
167	TABLE 602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
168	TABLE 602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
169	TABLE 602.3(2) ALTERNATE ATTACHMENTS
170	TABLE 602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 602.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING TABLE 602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa
171	FIGURE 602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
172	FIGURE 602.3(2) FRAMING DETAILS
173	TABLE 602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESSIN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2b, c
174	TABLE 602.3.1—continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESSIN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2
175	FIGURE 602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
176	FIGURE 602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
177	FIGURE 602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
178	TABLE 602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS FIGURE 602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
179	FIGURE 602.10.1.1 BRACED WALL LINES TABLE 602.10.1.3 BRACED WALL LINE SPACING
180	FIGURE 602.10.1.4 ANGLED WALLS
181	FIGURE 602.10.2.2 LOCATION OF BRACED WALL PANELS
182	TABLE 602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED
183	TABLE 602.10.3(1)— continued BRACING REQUIREMENTS BASED ON WIND SPEED
184	TABLE 602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
185	TABLE 602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
186	TABLE 602.10.3(3)— continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
187	TABLE 602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
188	TABLE 602.10.4 BRACING METHODS
189	TABLE 602.10.4—continued BRACING METHODS
190	FIGURE 602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING
191	TABLE 602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS
192	TABLE 602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH TABLE 602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS FIGURE 602.10.6.1 METHOD ABW: ALTERNATE BRACED WALL PANEL
193	FIGURE 602.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS
194	FIGURE 602.10.6.3 METHOD PFG: PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B, AND C TABLE 602.10.6.4 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHOD PFH, PFG AND CS-PF BRACED WALL PANELS
195	FIGURE 602.10.6.4 METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
196	TABLE 602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS
197	FIGURE 602.10.6.5 METHOD BV-WSP: WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC CATEGORIES D0, D1, AND D2
198	FIGURE 602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING
199	FIGURE 602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING FIGURE 602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING
200	FIGURE 602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE 602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
201	FIGURE 602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
202	FIGURE 602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
203	FIGURE 602.11.2 STEPPED FOUNDATION CONSTRUCTION
204	FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING
205	TABLE 602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE SECTION 603 STEEL WALL FRAMING
206	FIGURE 603.1.2 IN-LINE FRAMING
207	TABLE 603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES TABLE 603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS FIGURE 603.2(1) C-SHAPED SECTION FIGURE 603.2(2) TRACK SECTION
208	TABLE 603.2.4 SCREW SUBSTITUTION FACTOR FIGURE 603.2.5.1 WEB HOLES
209	FIGURE 603.2.5.3 STUD WEB HOLE PATCH
210	TABLE 603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b FIGURE 603.3.1(1) WALL TO FLOOR CONNECTION
211	FIGURE 603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE 603.3.1(3) WALL TO WOOD SILL CONNECTION
212	TABLE 603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa,b,c TABLE 603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa,b,c TABLE 603.3.2(1) WALL FASTENING SCHEDULEa
213	TABLE 603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL
214	TABLE 603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
215	TABLE 603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
216	TABLE 603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
217	TABLE 603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
218	TABLE 603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
219	TABLE 603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
220	TABLE 603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
221	TABLE 603.3.2 (10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
222	TABLE 603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
223	TABLE 603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
224	TABLE 603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
225	TABLE 603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
226	TABLE 603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
227	TABLE 603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
228	TABLE 603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
229	TABLE 603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
230	TABLE 603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
231	TABLE 603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
232	TABLE 603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
233	TABLE 603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
234	TABLE 603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
235	TABLE 603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
236	TABLE 603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
237	TABLE 603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
238	TABLE 603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
239	TABLE 603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
240	TABLE 603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
241	TABLE 603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL
242	TABLE 603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL
244	SECTION 604 WOOD STRUCTURAL PANELS
245	FIGURE 603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE 603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
246	FIGURE 603.3.5 TRACK SPLICE FIGURE 603.4 CORNER FRAMING
247	TABLE 603.3.2.1 (1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 33 ksi STEEL
248	TABLE 603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 50 ksi STEE
249	TABLE 603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 33 ksi STEEL
250	TABLE 603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 50 ksi STEEL
251	FIGURE 603.6(1) BOX BEAM HEADER FIGURE 603.6(2) BACK-TO-BACK HEADER
252	FIGURE 603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE 603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
253	TABLE 603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b
254	TABLE 603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b
255	TABLE 603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b
256	TABLE 603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b
257	TABLE 603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
258	TABLE 603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
259	TABLE 603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
260	TABLE 603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
261	TABLE 603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a
262	TABLE 603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b
263	TABLE 603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b
264	TABLE 603.6(12) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a,b
265	TABLE 603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a,b
266	TABLE 603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a,b
267	TABLE 603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b
268	TABLE 603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b
269	TABLE 603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
270	TABLE 603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
271	TABLE 603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b
272	TABLE 603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b
273	TABLE 603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b
274	TABLE 603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b
275	TABLE 603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and ceiling (33 ksi steel)a, b
276	TABLE 603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b
277	TABLE 603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE 603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d
278	TABLE 603.8 HEAD AND SILL TRACK SPAN Fy = 33 ksi FIGURE 603.9 STRUCTURAL SHEATHING FASTENING PATTERN
279	FIGURE 603.9.2 CORNER STUD HOLD DOWN DETAIL TABLE 603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa,b
280	TABLE 603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS SECTION 605 PARTICLEBOARD SECTION 606 GENERAL MASONRY CONSTRUCTION
281	TABLE 606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY TABLE 606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
283	FIGURE 606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF
284	FIGURE 606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
285	FIGURE 606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D
286	TABLE 606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
287	TABLE 606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE 606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE 606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1
288	TABLE 606.15.1 MINIMUM CORROSION PROTECTION SECTION 607 UNIT MASONRY
289	TABLE 607.1 MORTAR PROPORTIONSa, b SECTION 608 MULTIPLE WYTHE MASONRY
290	SECTION 609 GROUTED MASONRY TABLE 609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
291	TABLE 609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
292	SECTION 610 GLASS UNIT MASONRY FIGURE 610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
293	SECTION 611 EXTERIOR CONCRETE WALL CONSTRUCTION
294	TABLE 611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa,b
295	FIGURE 611.3(1) FLAT WALL SYSTEM FIGURE 611.3(2) WAFFLE-GRID WALL SYSTEM FIGURE 611.3(3) SCREEN-GRID WALL SYSTEM
296	TABLE 611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
297	FIGURE 611.5.4(1) LAP SPLICES
298	FIGURE 611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE 611.5.4(3) STANDARD HOOKS
299	TABLE 611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c
300	FIGURE 611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE FIGURE 611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY
301	FIGURE 611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE 611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON GROUND FOOTING
302	TABLE 611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e
303	TABLE 611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e
304	TABLE 611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e
305	TABLE 611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k, l
306	EQUATION 611-1 EQUATION 611-2
307	TABLE 611.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORYa,c,d,e,f,g
308	TABLE 611.7(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-STORYa,c,d,e,f,g
309	TABLE 611.7(1B) 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
310	TABLE 611.7(1B)—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
311	TABLE 611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa,c,d,e,f,g
312	TABLE 611.7(1C)—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
313	FIGURE 611.7(1) MINIMUM SOLID WALL LENGTH
314	FIGURE 611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
315	TABLE 611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa FIGURE 611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
316	TABLE 611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa,
317	TABLE 611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa,c
319	FIGURE 611.8(1) REINFORCEMENT OF OPENINGS
320	FIGURE 611.8(2) LINTEL FOR FLAT WALLS FIGURE 611.8(3) LINTELS FOR WAFFLE-GRID WALLS
321	FIGURE 611.8(4) LINTELS FOR SCREEN-GRID WALLS
323	TABLE 611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d
324	TABLE 611.8(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
325	TABLE 611.8(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
326	TABLE 611.8(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
327	TABLE 611.8(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
328	TABLE 611.8(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
329	TABLE 611.8(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
330	TABLE 611.8(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
331	TABLE 611.8(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
332	TABLE 611.8(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
333	TABLE 611.8(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
334	TABLE 611.8(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
335	TABLE 611.8(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
336	TABLE 611.8(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
337	TABLE 611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
338	TABLE 611.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET TABLE 611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g
340	FIGURE 611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
341	TABLE 611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c
342	FIGURE 611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL
343	TABLE 611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b
344	FIGURE 611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
345	TABLE 611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
346	FIGURE 611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL
347	TABLE 611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
348	FIGURE 611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
349	TABLE 611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d
350	FIGURE 611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
351	TABLE 611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c, d
352	FIGURE 611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
353	TABLE 611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
354	FIGURE 611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
355	TABLE 611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
356	FIGURE 611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
357	TABLE 611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
358	FIGURE 611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL
359	TABLE 611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
360	FIGURE 611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
361	TABLE 611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
362	FIGURE 611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
363	TABLE 611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
364	SECTION 612 EXTERIOR WINDOWS AND DOORS FIGURE 612.8(1) THROUGH THE FRAME
365	FIGURE 612.8(2) FRAME CLIP FIGURE 612.8(3) THROUGH THE FRAME FIGURE 612.8(4) FRAME CLIP FIGURE 612.8(5) THROUGH THE FLANGE
366	FIGURE 612.8(6) THROUGH THE FLANGE FIGURE 612.8(7) FRAME CLIP FIGURE 612.8(8) THROUGH THE FLANGE
367	SECTION 613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION TABLE 613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE TABLE 613.3.2 MINIMUM PROPERTIESa FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS
368	FIGURE 613.4 SIP WALL PANEL
369	TABLE 613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches)
370	TABLE 613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches)
371	FIGURE 613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE 613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
372	FIGURE 613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE 613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION
373	FIGURE 613.5(5) SIP WALL TO WALL BALLOON FRAME CONNECTION FIGURE 613.5.1 SIP WALL FRAMING CONFIGURATION
374	FIGURE 613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE 613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS
375	FIGURE 613.9 SIP CORNER FRAMING DETAIL TABLE 613.10 MAXIMUM SPANS FOR 117/8 INCH DEEP SIP HEADERS (feet)
377	CHAPTER 7 WALL COVERING SECTION 701 GENERAL SECTION 702 INTERIOR COVERING TABLE 702.1(1) THICKNESS OF PLASTER TABLE 702.1(2) GYPSUM PLASTER PROPORTIONSa
378	TABLE 702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME TABLE 702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
380	TABLE 702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 703 EXTERIOR COVERING
382	TABLE 703.4 WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
383	TABLE 703.4—continued WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS TABLE 703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches)
385	TABLE 703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE 703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE-, TWO- AND THREE-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2
386	FIGURE 703.7 MASONRY VENEER WALL DETAILS
387	FIGURE 703.7—continued MASONRY VENEER WALL DETAILS
388	FIGURE 703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
389	FIGURE 703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS TABLE 703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d TABLE 703.7.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING
390	FIGURE 703.7.3.2 MASONRY VENEER OPENING
393	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION 801 GENERAL SECTION 802 WOOD ROOF FRAMING
395	TABLE 802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
396	TABLE 802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
397	TABLE 802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
398	TABLE 802.4(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
399	TABLE 802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180)
400	TABLE 802.5.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180)
401	TABLE 802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240)
402	TABLE 802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240)
403	TABLE 802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180)
404	TABLE 802.5.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180)
405	TABLE 802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Δ = 180)
406	TABLE 802.5.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Δ = 180)
407	TABLE 802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240)
408	TABLE 802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240)
409	TABLE 802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240)
410	TABLE 802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240)
411	TABLE 802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180)
412	TABLE 802.5.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180)
413	TABLE 802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Δ = 240)
414	TABLE 802.5.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa (Ceiling attached to rafters, L/Δ = 240)
415	TABLE 802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, d, e, f, h
416	FIGURE 802.5.1 BRACED RAFTER CONSTRUCTION
418	TABLE 802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCESa, b, c, e, f (Pounds per connection) SECTION 803 ROOF SHEATHING TABLE 803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
419	SECTION 804 STEEL ROOF FRAMING TABLE 804.2.4 SCREW SUBSTITUTION FACTOR
420	FIGURE 804.1.2 IN-LINE FRAMING TABLE 804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES TABLE 804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
421	FIGURE 804.2(1) C-SHAPED SECTION FIGURE 804.2(2) TRACK SECTION
422	FIGURE 804.2.5.1 WEB HOLES FIGURE 804.2.5.3 WEB HOLE PATCH
423	FIGURE 804.3 STEEL ROOF CONSTRUCTION TABLE 804.3 ROOF FRAMING FASTENING SCHEDULEa, b
424	TABLE 804.3.1.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL
425	TABLE 804.3.1.1(2) CEILING JOIST SPANSTWO EQUAL SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL
426	TABLE 804.3.1.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL
427	TABLE 804.3.1.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL
428	TABLE 804.3.1.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL
429	TABLE 804.3.1.1(6) CEILING JOIST SPANSTWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL
430	TABLE 804.3.1.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL
431	TABLE 804.3.1.1(8) CEILING JOIST SPANSTWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL
432	FIGURE 804.3.1.1(1) JOIST TO RAFTER CONNECTION TABLE 804.3.1.1(9) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa
433	FIGURE 804.3.1.1(2) BEARING STIFFENER
434	FIGURE 804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL
435	FIGURE 804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE 804.3.1.5 SPLICED CEILING JOISTS
436	TABLE 804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 ksi STEEL
437	TABLE 804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 ksi STEEL
438	TABLE 804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION FIGURE 804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS FIGURE 804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
439	TABLE 804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR HIP RAFTER TO HIP MEMBER OR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa FIGURE 804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION
440	TABLE 804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL TABLE 804.3.3.3 HIP SUPPORT COLUMN SIZES
441	TABLE 804.3.3.4(1) UPLIFT STRAP CONNECTION REQUIREMENTS HIP SUPPORT COLUMN AT CEILING LINE FIGURE 804.3.3.4(1) JACK RAFTER CONNECTION AT EAVE
442	TABLE 804.3.3.4(2) CONNECTION REQUIREMENTSHIP MEMBER TO HIP SUPPORT COLUMN FIGURE 804.3.3.4(2) HIP SUPPORT COLUMN
443	TABLE 804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL FIGURE 804.3.3.4(3) HIP CONNECTIONS AT RIDGE
444	FIGURE 804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN
445	FIGURE 804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER
446	FIGURE 804.3.6(1) ROOF OR CEILING OPENING FIGURE 804.3.6(2) HEADER TO TRIMMER CONNECTION
447	TABLE 804.3.8(1) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FT a, b, c, d, e, f FIGURE 804.3.8(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL
448	TABLE 804.3.8(2) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED CEILING HEIGHT = 9 OR 10 FTa, b, c, d, e, f FIGURE 804.3.8(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL
449	TABLE 804.3.8(3) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS WOOD STRUCTURAL PANEL SHEATHED CEILING HEIGHT = 8, 9 OR 10 FTa, b, c, d
450	FIGURE 804.3.8(3) ROOF BLOCKING DETAIL SECTION 805 CEILING FINISHES SECTION 806 ROOF VENTILATION
451	TABLE 806.4 INSULATION FOR CONDENSATION CONTROL SECTION 807 ATTIC ACCESS
453	CHAPTER 9 ROOF ASSEMBLIES SECTION 901 GENERAL SECTION 902 ROOF CLASSIFICATION SECTION 903 WEATHER PROTECTION SECTION 904 MATERIALS
454	FIGURE 903.5 HAIL EXPOSURE MAP
455	SECTION 905 REQUIREMENTS FOR ROOF COVERINGS TABLE 905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158 TABLE 905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161
456	TABLE 905.2.8.2 VALLEY LINING MATERIAL
457	TABLE 905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
458	TABLE 905.6.5 SLATE SHINGLE HEADLAP
459	TABLE 905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
460	TABLE 905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE 905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
461	TABLE 905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 905.10.3(2) MINIMUM CORROSION RESISTANCE
462	TABLE 905.10.3(1) METAL ROOF COVERINGS STANDARDS TABLE 905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
463	SECTION 906 ROOF INSULATION TABLE 906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 907 REROOFING
465	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION 1001 MASONRY FIREPLACES
466	TABLE 1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
467	FIGURE 1001.1 FIREPLACE AND CHIMNEY DETAILS
468	FIGURE 1001.11 CLEARANCE FROM COMBUSTIBLES
469	SECTION 1002 MASONRY HEATERS SECTION 1003 MASONRY CHIMNEYS
471	TABLE 1003.14(1) NET CROSS–SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 1003.14(2) NET CROSS–SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
472	FIGURE 1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
473	FIGURE 1003.18 CLEARANCE FROM COMBUSTIBLES TABLE 1003.20 CRICKET DIMENSIONS FIGURE 1003.20 CHIMNEY CRICKET
474	SECTION 1004 FACTORY-BUILT FIREPLACES SECTION 1005 FACTORY-BUILT CHIMNEYS SECTION 1006 EXTERIOR AIR SUPPLY
475	PART IV – ENERGY CONSERVATION CHAPTER 11 ENERGY EFFICIENCY SECTION 1101 GENERAL FIGURE 1101.2 CLIMATE ZONES TABLE 1101.2 CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY COUNTY AND TERRITORY
476	TABLE 1101.5(1) DEFAULT GLAZED FENESTRATION U-FACTORS TABLE 1101.5(2) DEFAULT DOOR U-FACTORS TABLE 1101.5(3) DEFAULT GLAZED FENESTRATION SHGC SECTION 1102 BUILDING THERMAL ENVELOPE
477	TABLE 1102.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa TABLE 1102.1.2 EQUIVALENT U-FACTORSa
478	TABLE 1102.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE)
480	TABLE 1102.4.2 AIR BARRIER AND INSULATION INSPECTION SECTION 1103 SYSTEMS
481	SECTION 1104 LIGHTING SYSTEMS SECTION 1105 OHIO HOME BUILDERS ASSOCIATION (OHBA) ALTERNATIVE ENERGY CODE OPTION
482	TABLE 1105.1.5(1) DEFAULT GLAZED FENESTRATION U-FACTORS TABLE 1105.1.5(2) DEFAULT DOOR U-FACTORS TABLE 1105.1.5 (3) DEFAULT GLAZED FENESTRATION SHGC
483	TABLE 1105.2.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a TABLE 1105.2.1.2 EQUIVALENT U-FACTORS
484	TABLE 1105.2.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE
486	TABLE 1105.3.2.2(a) POST-CONSTRUCTION DUCT TIGHTNESS TESTING TABLE 1105.3.2.2(b) ROUGH-IN DUCT TIGHTNESS TESTING
489	PART V – MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION 1201 GENERAL SECTION 1202 EXISTING MECHANICAL SYSTEMS
491	CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION 1301 GENERAL SECTION 1302 APPROVAL SECTION 1303 LABELING OF APPLIANCES SECTION 1304 TYPE OF FUEL SECTION 1305 APPLIANCE ACCESS
492	SECTION 1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION SECTION 1307 APPLIANCE INSTALLATION
493	TABLE 1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, I, j, k, l
494	FIGURE 1306.1 REDUCED CLEARANCE DIAGRAM FIGURE 1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
495	SECTION 1308 MECHANICAL SYSTEMS INSTALLATION
497	CHAPTER 14 HEATING AND COOLING EQUIPMENT SECTION 1401 GENERAL SECTION 1402 CENTRAL FURNACES SECTION 1403 HEAT PUMP EQUIPMENT SECTION 1404 REFRIGERATION COOLING EQUIPMENT SECTION 1405 BASEBOARD CONVECTORS SECTION 1406 RADIANT HEATING SYSTEMS
498	SECTION 1407 DUCT HEATERS SECTION 1408 VENTED FLOOR FURNACES SECTION 1409 VENTED WALL FURNACES
499	SECTION 1410 VENTED ROOM HEATERS SECTION 1411 HEATING AND COOLING EQUIPMENT
500	SECTION 1412 ABSORPTION COOLING EQUIPMENT SECTION 1413 EVAPORATIVE COOLING EQUIPMENT SECTION 1414 FIREPLACE STOVES SECTION 1415 MASONRY HEATERS
501	CHAPTER 15 EXHAUST SYSTEMS SECTION 1501 GENERAL SECTION 1502 CLOTHES DRYER EXHAUST TABLE 1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
502	SECTION 1503 RANGE HOODS SECTION 1504 INSTALLATION OF MICROWAVE OVENS SECTION 1505 OVERHEAD EXHAUST HOODS SECTION 1506 EXHAUST DUCTS SECTION 1507 MECHANICAL VENTILATION TABLE 1507.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE-, TWO- AND THREE-FAMILY DWELLINGS
503	CHAPTER 16 DUCT SYSTEMS SECTION 1601 DUCT CONSTRUCTION TABLE 1601.1.1(1) CLASSIFICATION OF FACTORY-MADE AIR DUCTS TABLE 1601.1.1(2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING
505	SECTION 1602 RETURN AIR
507	CHAPTER 17 COMBUSTION AIR SECTION 1701 GENERAL
509	CHAPTER 18 CHIMNEYS AND VENTS SECTION 1801 GENERAL SECTION 1802 VENT COMPONENTS
510	SECTION 1803 CHIMNEY AND VENT CONNECTORS TABLE 1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS TABLE 1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa
511	SECTION 1804 VENTS TABLE 1804.1 VENT SELECTION CHART SECTION 1805 MASONRY AND FACTORY-BUILT CHIMNEYS
513	CHAPTER 19 SPECIAL FUEL-BURNING EQUIPMENT SECTION 1901 RANGES AND OVENS SECTION 1902 SAUNA HEATERS SECTION 1903 STATIONARY FUEL CELL POWER PLANTS SECTION 1904 GASEOUS HYDROGEN SYSTEMS SECTION 1905 ENGINE AND GAS-TURBINE POWERED EQUIPMENT AND APPLIANCES
515	CHAPTER 20 BOILERS AND WATER HEATERS SECTION 2001 BOILERS SECTION 2002 OPERATING AND SAFETY CONTROLS SECTION 2003 EXPANSION TANKS SECTION 2004 WATER HEATERS USED FOR SPACE HEATING SECTION 2005 WATER HEATERS
516	TABLE 2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION 2006 POOL HEATERS
517	CHAPTER 21 HYDRONIC PIPING SECTION 2101 HYDRONIC PIPING SYSTEMS INSTALLATION SECTION 2102 BASEBOARD CONVECTORS SECTION 2103 FLOOR HEATING SYSTEMS
518	TABLE 2101.1 HYDRONIC PIPING MATERIALS
519	TABLE 2101.9 HANGER SPACING INTERVALS SECTION 2104 LOW TEMPERATURE PIPING
520	SECTION 2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING
521	CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION 2200 SCOPE SECTION 2201 OIL TANKS SECTION 2202 OIL PIPING, FITTING AND CONNECTIONS
522	SECTION 2203 INSTALLATION SECTION 2204 OIL PUMPS AND VALVES
523	CHAPTER 23 SOLAR SYSTEMS SECTION 2301 SOLAR ENERGY SYSTEMS
525	PART VI – FUEL GAS CHAPTER 24 FUEL GAS SECTION 2401 GENERAL SECTION 2402 GENERAL SECTION 2403 GENERAL DEFINITIONS
531	SECTION 2404 GENERAL SECTION 2405 STRUCTURAL SAFETY SECTION 2406 APPLIANCE LOCATION
532	SECTION 2407 COMBUSTION, VENTILATION AND DILUTION AIR EQUATION 24-1 EQUATION 24-2
533	FIGURE 2407.5.3 ALL AIR FROM INSIDE THE BUILDING FIGURE 2407.6.2 SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS
534	FIGURE 2407.6.1(1) ALL AIR FROM OUTDOOR-INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC FIGURE 2407.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC
535	FIGURE 2407.6.1(3) ALL AIR FROM OUTDOORS
536	SECTION 2408 INSTALLATION SECTION 2409 CLEARANCE REDUCTION
537	FIGURE 2409.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS FIGURE 2409.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
538	FIGURE 2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM
539	TABLE 2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
540	SECTION 2410 ELECTRICAL SECTION 2411 ELECTRICAL BONDING SECTION 2412 GENERAL SECTION 2413 PIPE SIZING
541	TABLE 2413.2 APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES EQUATION 24-3 TABLE 2413.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS EQUATION 24-4
542	TABLE 2413.4(1) SCHEDULE 40 METALLIC PIPE
543	TABLE 2413.4(2) SCHEDULE 40 METALLIC PIPE
544	TABLE 2413.4(3) SEMIRIGID COPPER TUBING
545	TABLE 2413.4(4) SEMIRIGID COPPER TUBING
546	TABLE 2413.4(5) CORRUGATED STAINLESS STEEL TUBING (CSST)
547	TABLE 2413.4(6) CORRUGATED STAINLESS STEEL TUBING (CSST)
548	TABLE 2413.4(7) POLYETHYLENE PLASTIC PIPE
549	TABLE 2413.4(8) POLYETHYLENE PLASTIC PIPE
550	TABLE 2413.4(9) SCHEDULE 40 METALLIC PIPE
551	TABLE 2413.4(10) SCHEDULE 40 METALLIC PIPE
552	TABLE 2413.4(11) SCHEDULE 40 METALLIC PIPE
553	TABLE 2413.4(12) SCHEDULE 40 METALLIC PIPE
554	TABLE 2413.4(13) SEMIRIGID COPPER TUBING
555	TABLE 2413.4(14) SEMIRIGID COPPER TUBING
556	TABLE 2413.4(15) SEMIRIGID COPPER TUBING
557	TABLE 2413.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST)
558	TABLE 2413.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST)
559	TABLE 2413.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST)
560	TABLE 2413.4(19) POLYETHYLENE PLASTIC PIPE
561	TABLE 2413.4(20) POLYETHYLENE PLASTIC PIPE
562	TABLE 2413.4(21) POLYETHYLENE PLASTIC TUBING SECTION 2414 PIPING MATERIALS
563	TABLE 2414.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE
565	SECTION 2415 PIPING SYSTEM INSTALLATION
567	SECTION 2416 PIPING BENDS AND CHANGES IN DIRECTION SECTION 2417 INSPECTION, TESTING AND PURGING
568	TABLE 2417.7.1.1 SIZE AND LENGTH OF PIPING
569	SECTION 2418 PIPING SUPPORT SECTION 2419 DRIPS AND SLOPED PIPING SECTION 2420 GAS SHUTOFF VALVES
570	TABLE 2420.1.1 MANUAL GAS VALVE STANDARDS SECTION 2421 FLOW CONTROLS
571	SECTION 2422 APPLIANCE CONNECTIONS SECTION 2423 CNG GAS-DISPENSING SYSTEMS SECTION 2424 PIPING SUPPORT INTERVALS TABLE 2424.1 SUPPORT OF PIPING
572	SECTION 2425 GENERAL
573	SECTION 2426 VENTS SECTION 2427 VENTING OF APPLIANCES
574	TABLE 2427.4 TYPE OF VENTING SYSTEM TO BE USED
575	FIGURE 2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES
578	FIGURE 2427.6.3 GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL
580	TABLE 2427.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
581	TABLE 2427.10.5a CLEARANCES FOR CONNECTORS
583	SECTION 2428 SIZING OF CATEGORY IAPPLIANCE VENTING SYSTEMS
584	TABLE 2428.2(1) TYPE B DOUBLE-WALL GAS VENT
585	TABLE 2428.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
586	TABLE 2428.2(2) TYPE B DOUBLE-WALL GAS VENT
587	TABLE 2428.2(2)—continued TYPE B DOUBLE-WALL GAS VENT
589	TABLE 2428.3(1) TYPE B DOUBLE-WALL VENT
590	TABLE 2428.3(2) TYPE B DOUBLE-WALL VENT
591	TABLE 2428.3(3) MASONRY CHIMNEY
592	TABLE 2428.3(4) MASONRY CHIMNEY
593	TABLE 2428.3.2 MAXIMUM VENT CONNECTOR LENGTH
595	SECTION 2429 DIRECT-VENT, INTEGRAL VENT,MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION 2430 FACTORY-BUILT CHIMNEYS SECTION 2431 GENERAL SECTION 2432 DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION 2433 LOG LIGHTERS SECTION 2434 VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION 2435 VENTED GAS FIREPLACE HEATERS SECTION 2436 VENTED WALL FURNACES
596	SECTION 2437 FLOOR FURNACES SECTION 2438 CLOTHES DRYERS SECTION 2439 CLOTHES DRYER EXHAUST
597	SECTION 2440 SAUNA HEATERS TABLE 2439.5.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
598	SECTION 2441 POOL AND SPA HEATERS SECTION 2442 FORCED-AIR WARM-AIR FURNACES
599	SECTION 2443 CONVERSION BURNERS SECTION 2444 UNIT HEATERS SECTION 2445 UNVENTED ROOM HEATERS SECTION 2446 VENTED ROOM HEATERS
600	SECTION 2447 COOKING APPLIANCES SECTION 2448 WATER HEATERS SECTION 2449 AIR CONDITIONING APPLIANCES SECTION 2450 ILLUMINATING APPLIANCES SECTION 2451 INFRARED RADIANT HEATERS
601	SECTION 2452 BOILERS SECTION 2453 CHIMNEY DAMPER OPENING AREA TABLE 2453.1 FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES
602	PART VII – PLUMBING CHAPTER 25 PLUMBING SYSTEMS
604	CHAPTERS 26 – 28 NOT USED. REFER TO CHAPTER 25
606	CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTION 2901 GENERAL SECTION 2902 PROTECTION OF POTABLE WATER SUPPLY SECTION 2903 WATER SUPPLY SYSTEM SECTION 2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS TABLE 2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
607	FIGURE 2903.10 TYPICAL FROSTPROOF HOSE BIB INSTALATION NOT REQUIRING SEPARATE VALUE
608	EQUATION 29-1
609	SECTION 2905 MATERIALS, JOINTS AND CONNECTIONS SECTION 2906 CHANGES IN DIRECTION SECTION 2907 SUPPORT SECTION 2908 DRINKING WATER TREATMENT UNITS
610	TABLE 2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a,b
611	TABLE 2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE 2904.6.2(3) ELEVATION LOSS (PLe)
612	TABLE 2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBI
613	TABLE 2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
614	TABLE 2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
615	TABLE 2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
616	TABLE 2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX TUBING
617	TABLE 2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING
618	CHAPTERS 30 – 33 NOT USED. REFER TO CHAPTER 25
620	CHAPTER 34 GENERAL REQUIREMENTS SECTION 3401 ELECTRICAL
621	SECTION 3402 EMERGENCY AND STANDBY POWER SYSTEMS
622	CHAPTER 35 – 43 NOT USED. REFER TO CHAPTER 34
624	PART IX – REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACI ACCA
625	AFPA AISI AITC ANSI
626	APA ASCE/SEI ASHRAE
627	ASME ASTM
631	AWPA
632	CGSB CPA CPSC CSA CSSB
633	DASMA DOC DOTn FEMA FM GA
634	HPVA ICC ISO MSS NAIMA NCMA
635	NFPA NFRC PCA SMACNA TMS
636	TPI UL
637	ULC US-FTC WDMA
638	INDEX
648	ICC ASSESSMENT CENTER
649	ICC’S DIGITAL LIBRARY


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Standard Title	Ohio Residential Code with January 2018 Updates
Published Code	OH
Publication Date	2013
Pages Count	649