{"id":197390,"date":"2024-10-19T12:33:49","date_gmt":"2024-10-19T12:33:49","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/oh-residentialcode-2019\/"},"modified":"2024-10-25T05:07:28","modified_gmt":"2024-10-25T05:07:28","slug":"oh-residentialcode-2019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/oh\/oh-residentialcode-2019\/","title":{"rendered":"OH ResidentialCode 2019"},"content":{"rendered":"

This is a integrated code based on the 2018 International Residential Code\u00ae.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2019 RESIDENTIAL CODE OF OHIO <\/td>\n<\/tr>\n
2<\/td>\n2019 RESIDENTIAL CODE OF OHIO TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nEFFECTIVE USE OF THE RESIDENTIAL CODE <\/td>\n<\/tr>\n
12<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
18<\/td>\nPART I-ADMINISTRATION
CHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL <\/td>\n<\/tr>\n
20<\/td>\nSECTION 102 APPLICABILITY AND JURISDICTIONAL AUTHORITY <\/td>\n<\/tr>\n
23<\/td>\nSECTION 103 CERTIFIED RESIDENTIAL BUILDING DEPARTMENTS, PERSONNEL, AND APPEALS BOARDS
SECTION 104 DUTIES AND RESPONSIBILITIES <\/td>\n<\/tr>\n
24<\/td>\nSECTION 105 APPROVALS <\/td>\n<\/tr>\n
25<\/td>\nSECTION 106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
28<\/td>\nSECTION 107 PLAN APPROVAL PROCESS <\/td>\n<\/tr>\n
29<\/td>\nSECTION 108 INSPECTION PROCESS <\/td>\n<\/tr>\n
32<\/td>\nSECTION 109 ORDERS, VIOLATIONS, AND UNSAFE BUILDINGS <\/td>\n<\/tr>\n
33<\/td>\nSECTION 110 APPEALS
SECTION 111 CERTIFICATE OF OCCUPANCY AND CERTIFICATE OF COMPLETION <\/td>\n<\/tr>\n
34<\/td>\nSECTION 112 CHANGES TO THE CODE
SECTION 113 EXISTING BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
35<\/td>\nSECTION 114 PRODUCTS AND MATERIALS <\/td>\n<\/tr>\n
36<\/td>\nFIGURE 114.2 ORGANIZATION OF BOARD RECOGNIZED BODIES AND CERTIFICATION PROGRAMS <\/td>\n<\/tr>\n
38<\/td>\nSECTION 115 BOARD ORGANIZATION <\/td>\n<\/tr>\n
40<\/td>\nPART II-DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
62<\/td>\nPART III-BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION 301 DESIGN CRITERIA <\/td>\n<\/tr>\n
63<\/td>\nTABLE 301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
64<\/td>\nTABLE 301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) <\/td>\n<\/tr>\n
65<\/td>\nTABLE 301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE 301.2(2)
FIGURE 301.2(1) ISOLINES OF THE 971\/2 -PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (\u00b0F) <\/td>\n<\/tr>\n
66<\/td>\nFIGURE 301.2(2) SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
67<\/td>\nFIGURE 301.2(3) ALTERNATE SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
68<\/td>\nFIGURE 301.2(4) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
69<\/td>\nFIGURE 301.2(5) A ULTIMATE DESIGN WIND SPEEDS <\/td>\n<\/tr>\n
70<\/td>\nFIGURE 301.2(6) GROUND SNOW LOADS, Pg, (lb\/ft ) FOR THE EASTERN UNITED STATES <\/td>\n<\/tr>\n
71<\/td>\nFIGURE 301.2(7) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
72<\/td>\nFIGURE 301.2(8) COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
73<\/td>\nTABLE 301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
TABLE 301.2.1.3 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
76<\/td>\nTABLE 301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
TABLE 301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE 301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
77<\/td>\nSECTION 302 FIRE-RESISTANT CONSTRUCTION
TABLE 302.1(1) EXTERIOR WALLS
TABLE 302.1(2) EXTERIOR WALLS\u2014DWELLINGS WITH FIRE SPRINKLERS <\/td>\n<\/tr>\n
80<\/td>\nTABLE 302.6 DWELLING-GARAGE SEPARATION1 <\/td>\n<\/tr>\n
82<\/td>\nSECTION 303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
84<\/td>\nSECTION 304 MINIMUM ROOM AREAS
SECTION 305 CEILING HEIGHT
SECTION 306 SANITATION
SECTION 307 TOILET, BATH AND SHOWER SPACES
SECTION 308 GLAZING <\/td>\n<\/tr>\n
85<\/td>\nFIGURE 307.1 MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n
86<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
88<\/td>\nFIGURE 308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS
SECTION 309 GARAGES AND CARPORTS <\/td>\n<\/tr>\n
89<\/td>\nSECTION 310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
90<\/td>\nSECTION 311 MEANS OF EGRESS <\/td>\n<\/tr>\n
93<\/td>\nSECTION 312 GUARDS AND WINDOW FALL PROTECTION <\/td>\n<\/tr>\n
94<\/td>\nSECTION 313 AUTOMATIC FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
95<\/td>\nSECTION 314 SMOKE ALARMS <\/td>\n<\/tr>\n
96<\/td>\nSECTION 315 CARBON MONOXIDE ALARMS
SECTION 316 FOAM PLASTIC <\/td>\n<\/tr>\n
98<\/td>\nSECTION 317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
100<\/td>\nSECTION 318 PROTECTION AGAINST SUBTERRANEAN TERMITES
SECTION 319 SITE ADDRESS
SECTION 320 ACCESSIBILITY <\/td>\n<\/tr>\n
102<\/td>\nSECTION 321 ELEVATORS AND PLATFORM LIFTS
SECTION 322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
105<\/td>\nSECTION 323 STORM SHELTERS <\/td>\n<\/tr>\n
106<\/td>\nSECTION 324 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
107<\/td>\nSECTION 325 MEZZANINES
SECTION 326 SWIMMING POOLS, SPAS AND HOT TUBS
SECTION 327 STATIONARY STORAGE BATTERY SYSTEMS
SECTION 328 POST FRAME ACCESSORY STRUCTURES
TABLE 328.3 POST FRAME PIER FOOTING DIAMETERS <\/td>\n<\/tr>\n
108<\/td>\nFIGURE 328 POST AND FRAME WALL SECTION (NO SCALE) <\/td>\n<\/tr>\n
109<\/td>\nFIGURE 328.1 POST UPLIFT PROTECTION EXCEPTION (NO SCALE)
TABLE 328.4.5 GABLE END HEADER SIZES
TABLE 328.4.7 BEAM OR TRUSS CONNECTION AT POSTS MINIMUM FASTENERS OR TOTAL SHEAR OR WITHDRAW VALUES <\/td>\n<\/tr>\n
110<\/td>\nTABLE 328.6 KNEE BRACE VERTICAL DISTANCE
TABLE 328.7 STRUCTURAL FASTENERS <\/td>\n<\/tr>\n
112<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION 401 GENERAL
TABLE 401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS
SECTION 402 MATERIALS <\/td>\n<\/tr>\n
113<\/td>\nTABLE 402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION 403 FOOTINGS <\/td>\n<\/tr>\n
114<\/td>\nTABLE 403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches) <\/td>\n<\/tr>\n
115<\/td>\nTABLE 403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER (inches) <\/td>\n<\/tr>\n
116<\/td>\nTABLE 403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL CONSTRUCTION (inches <\/td>\n<\/tr>\n
117<\/td>\nFIGURE 403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B and C <\/td>\n<\/tr>\n
118<\/td>\nFIGURE 403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
119<\/td>\nFIGURE 403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
121<\/td>\nFIGURE 403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
122<\/td>\nTABLE 403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
123<\/td>\nFIGURE 403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
SECTION 404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
124<\/td>\nFIGURE 403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
TABLE 403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
125<\/td>\nFIGURE 403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
FIGURE 403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE <\/td>\n<\/tr>\n
126<\/td>\nTABLE 403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches) <\/td>\n<\/tr>\n
127<\/td>\nFIGURE 403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE
FIGURE 403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING <\/td>\n<\/tr>\n
128<\/td>\nTABLE 404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
129<\/td>\nTABLE 404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
130<\/td>\nTABLE 404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
131<\/td>\nTABLE 404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
132<\/td>\nTABLE 404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS
TABLE 404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
133<\/td>\nTABLE 404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
134<\/td>\nTABLE 404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
135<\/td>\nTABLE 404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
136<\/td>\nTABLE 404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
137<\/td>\nTABLE 404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
138<\/td>\nTABLE 404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n
139<\/td>\nTABLE 404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
143<\/td>\nFIGURE 404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
145<\/td>\nTABLE 404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)
SECTION 405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
146<\/td>\nTABLE 405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
SECTION 406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
147<\/td>\nSECTION 407 COLUMNS <\/td>\n<\/tr>\n
148<\/td>\nSECTION 408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
149<\/td>\nSECTION 409 FOUNDATION INSULATION <\/td>\n<\/tr>\n
150<\/td>\nCHAPTER 5 FLOORS
SECTION 501 GENERAL
SECTION 502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
151<\/td>\nFIGURE 502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
152<\/td>\nTABLE 502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)a <\/td>\n<\/tr>\n
153<\/td>\nTABLE 502.3.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)a <\/td>\n<\/tr>\n
154<\/td>\nTABLE 502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360)b <\/td>\n<\/tr>\n
155<\/td>\nTABLE 502.3.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360)b <\/td>\n<\/tr>\n
156<\/td>\nTABLE 502.3.3(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 502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY <\/td>\n<\/tr>\n
158<\/td>\nFIGURE 502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
159<\/td>\nSECTION 503 FLOOR SHEATHING
TABLE 503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
160<\/td>\nSECTION 504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND)
SECTION 505 COLD-FORMED STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
161<\/td>\nTABLE 503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT
TABLE 503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT <\/td>\n<\/tr>\n
163<\/td>\nFIGURE 505.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
164<\/td>\nTABLE 505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS
FIGURE 505.2.3(1) C-SHAPED SECTION
FIGURE 505.2.3(2) TRACK SECTION <\/td>\n<\/tr>\n
165<\/td>\nFIGURE 505.2.6.1 FLOOR JOIST WEB HOLES
FIGURE 505.2.6.3 FLOOR JOIST WEB HOLE PATCH <\/td>\n<\/tr>\n
166<\/td>\nTABLE 505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS
FIGURE 505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION <\/td>\n<\/tr>\n
167<\/td>\nTABLE 505.3.1(2) FLOOR FASTENING SCHEDULE
FIGURE 505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION <\/td>\n<\/tr>\n
168<\/td>\nFIGURE 505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION
FIGURE 505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION <\/td>\n<\/tr>\n
169<\/td>\nFIGURE 505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION
FIGURE 505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION <\/td>\n<\/tr>\n
170<\/td>\nFIGURE 505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n
171<\/td>\nFIGURE 505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL
FIGURE 505.3.1(9) BEARING STIFFENERS FOR END JOISTS <\/td>\n<\/tr>\n
172<\/td>\nTABLE 505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE OR CONTINUOUS SPANS
FIGURE 505.3.3.2(1) JOIST BLOCKING (SOLID) <\/td>\n<\/tr>\n
173<\/td>\nFIGURE 505.3.3.2(2) JOIST BLOCKING (STRAP)
FIGURE 505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS <\/td>\n<\/tr>\n
174<\/td>\nFIGURE 505.3.4(2) BEARING STIFFENER
FIGURE 505.3.7 TRACK SPLICE <\/td>\n<\/tr>\n
175<\/td>\nFIGURE 505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION\u20146-FOOT FLOOR OPENING
FIGURE 505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION\u20148-FOOT FLOOR OPENING <\/td>\n<\/tr>\n
176<\/td>\nFIGURE 505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20146-FOOT OPENING
FIGURE 505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING <\/td>\n<\/tr>\n
177<\/td>\nSECTION 506 CONCRETE FLOORS (ON GROUND)
SECTION 507 EXTERIOR DECKS <\/td>\n<\/tr>\n
178<\/td>\nTABLE 507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS
TABLE 507.4 DECK POST HEIGHT <\/td>\n<\/tr>\n
180<\/td>\nFIGURE 507.3 DECK POSTS TO DECK FOOTING CONNECTION <\/td>\n<\/tr>\n
181<\/td>\nTABLE 507.3.1 MINIMUM FOOTING SIZE FOR DECKS <\/td>\n<\/tr>\n
182<\/td>\nFIGURE 507.5 TYPICAL DECK JOIST SPANS
TABLE 507.5 DECK BEAM SPAN LENGTHS a, b, g (feet – inches) <\/td>\n<\/tr>\n
183<\/td>\nFIGURE 507.5.1(1) DECK BEAM TO DECK POST
FIGURE 507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION <\/td>\n<\/tr>\n
184<\/td>\nFIGURE 507.6 TYPICAL DECK JOIST SPANS <\/td>\n<\/tr>\n
185<\/td>\nTABLE 507.6 DECK JOIST SPANS FOR COMMON LUMBER SPECIES
TABLE 507.7 MAXIMUM JOIST SPACING FOR DECKING <\/td>\n<\/tr>\n
186<\/td>\nTABLE 507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf, snow load \u2264 40 psf)
TABLE 507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
FIGURE 507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS <\/td>\n<\/tr>\n
187<\/td>\nFIGURE 507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS <\/td>\n<\/tr>\n
188<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION 601 GENERAL
SECTION 602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
189<\/td>\nTABLE 602.3(1) FASTENING SCHEDULE <\/td>\n<\/tr>\n
190<\/td>\nTABLE 602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
191<\/td>\nTABLE 602.3(1)FASTENING SCHEDULE\u2014continued <\/td>\n<\/tr>\n
192<\/td>\nTABLE 602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
193<\/td>\nTABLE 602.3(2) ALTERNATE ATTACHMENTS TO TABLE 602.3(1) <\/td>\n<\/tr>\n
194<\/td>\nTABLE 602.3(2)\u2014continued ALTERNATE ATTACHMENTS TO TABLE 602.3(1)
TABLE 602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE 602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING <\/td>\n<\/tr>\n
195<\/td>\nTABLE 602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS
TABLE 602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING <\/td>\n<\/tr>\n
196<\/td>\nFIGURE 602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
197<\/td>\nFIGURE 602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
199<\/td>\nTABLE 602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS
FIGURE 602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
200<\/td>\nFIGURE 602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLSFor SI: 1 inch = 25.4 mm.FIGURE 602.6.1TOP PLATE
FIGURE 602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
201<\/td>\nTABLE 602.7(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) <\/td>\n<\/tr>\n
202<\/td>\nTABLE 602.7(1)\u2014continued 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) <\/td>\n<\/tr>\n
203<\/td>\nTABLE 602.7(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 602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES (Maximum span for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb) <\/td>\n<\/tr>\n
204<\/td>\nFIGURE 602.7.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL
FIGURE 602.7.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE
FIGURE 602.7.2 RIM BOARD HEADER CONSTRUCTION <\/td>\n<\/tr>\n
205<\/td>\nFIGURE 602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
TABLE 602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS <\/td>\n<\/tr>\n
206<\/td>\nTABLE 602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS <\/td>\n<\/tr>\n
207<\/td>\nFIGURE 602.10.1.1 BRACED WALL LINES
TABLE 602.10.1.3 BRACED WALL LINE SPACING <\/td>\n<\/tr>\n
208<\/td>\nFIGURE 602.10.1.4 ANGLED WALLS
FIGURE 602.10.2.2 LOCATION OF BRACED WALL PANELS <\/td>\n<\/tr>\n
210<\/td>\nTABLE 602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
211<\/td>\nTABLE 602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
212<\/td>\nTABLE 602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
213<\/td>\nTABLE 602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
214<\/td>\nTABLE 602.10.4 BRACING METHODS <\/td>\n<\/tr>\n
215<\/td>\nTABLE 602.10.4\u2014continued BRACING METHODS <\/td>\n<\/tr>\n
216<\/td>\nFIGURE 602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING
TABLE 602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH <\/td>\n<\/tr>\n
217<\/td>\nTABLE 602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS <\/td>\n<\/tr>\n
218<\/td>\nTABLE 602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS <\/td>\n<\/tr>\n
219<\/td>\nFIGURE 602.10.6.1 METHOD ABW\u2014ALTERNATE BRACED WALL PANEL
FIGURE 602.10.6.2 METHOD PFH\u2014PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n
220<\/td>\nFIGURE 602.10.6.3 METHOD PFG\u2014PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
221<\/td>\nFIGURE 602.10.6.4 METHOD CS-PF\u2014CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
222<\/td>\nTABLE 602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa <\/td>\n<\/tr>\n
223<\/td>\nFIGURE 602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
224<\/td>\nFIGURE 602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
225<\/td>\nFIGURE 602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING
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 <\/td>\n<\/tr>\n
226<\/td>\nFIGURE 602.10.8.2 (3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
227<\/td>\nFIGURE 602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
228<\/td>\nFIGURE 602.11.2 STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
229<\/td>\nFIGURE 602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING <\/td>\n<\/tr>\n
230<\/td>\nTABLE 602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE <\/td>\n<\/tr>\n
231<\/td>\nFIGURE 602.12.5 BRACING UNIT DISTRIBUTION
SECTION 603 COLD-FORMED STEEL WALL FRAMING <\/td>\n<\/tr>\n
232<\/td>\nFIGURE 603.1.2 IN-LINE FRAMING
TABLE 603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES
FIGURE 603.2.3(1) C-SHAPED SECTION
FIGURE 603.2.3(2) TRACK SECTION <\/td>\n<\/tr>\n
233<\/td>\nFIGURE 603.2.6.1 WALL STUD WEB HOLES <\/td>\n<\/tr>\n
234<\/td>\nFIGURE 603.2.6.3 WALL STUD WEB HOLE PATCH <\/td>\n<\/tr>\n
235<\/td>\nTABLE 603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
236<\/td>\nFIGURE 603.3.1(1) WALL TO FLOOR CONNECTION
FIGURE 603.3.1(2) WALL TO FOUNDATION CONNECTION
FIGURE 603.3.1(3) WALL TO WOOD SILL CONNECTION
FIGURE 603.3.1(4) WIND UPLIFT CONNECTOR
TABLE 603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
237<\/td>\nTABLE 603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS
TABLE 603.3.2(1) WALL FASTENING SCHEDULE <\/td>\n<\/tr>\n
238<\/td>\nTABLE 603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
239<\/td>\nTABLE 603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
240<\/td>\nTABLE 603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
241<\/td>\nTABLE 603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
242<\/td>\nTABLE 603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
243<\/td>\nTABLE 603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
244<\/td>\nTABLE 603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
245<\/td>\nTABLE 603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
246<\/td>\nTABLE 603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
247<\/td>\nTABLE 603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
248<\/td>\nTABLE 603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
249<\/td>\nTABLE 603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
250<\/td>\nTABLE 603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
251<\/td>\nTABLE 603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
252<\/td>\nTABLE 603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
253<\/td>\nTABLE 603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT <\/td>\n<\/tr>\n
254<\/td>\nTABLE 603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT <\/td>\n<\/tr>\n
255<\/td>\nFIGURE 603.3.3(1) STUD BRACING WITH STRAPPING ONLY@ EACH END OF STRAP& INTERMITTENTLY EVERY 12\u2032WALL SHEATHING
FIGURE 603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL <\/td>\n<\/tr>\n
256<\/td>\nFIGURE 603.3.5 TRACK SPLICE
FIGURE 603.4 CORNER FRAMING <\/td>\n<\/tr>\n
257<\/td>\nFIGURE 603.6(1) BOX BEAM HEADER
FIGURE 603.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
258<\/td>\nTABLE 603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d <\/td>\n<\/tr>\n
259<\/td>\nTABLE 603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d <\/td>\n<\/tr>\n
260<\/td>\nTABLE 603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
261<\/td>\nTABLE 603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
262<\/td>\nTABLE 603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
263<\/td>\nTABLE 603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
264<\/td>\nFIGURE 603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL
FIGURE 603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
TABLE 603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING <\/td>\n<\/tr>\n
265<\/td>\nTABLE 603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS
TABLE 603.8 HEAD AND SILL TRACK SPAN
FIGURE 603.9 STRUCTURAL SHEATHING FASTENING PATTERN <\/td>\n<\/tr>\n
266<\/td>\nTABLE 603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS
TABLE 603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
267<\/td>\nFIGURE 603.9.4.2 CORNER STUD HOLD-DOWN DETAIL <\/td>\n<\/tr>\n
268<\/td>\nSECTION 604 WOOD STRUCTURAL PANELS
SECTION 605 PARTICLEBOARD
SECTION 606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
269<\/td>\nTABLE 606.2.8 MORTAR PROPORTIONS
TABLE 606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
270<\/td>\nTABLE 606.3.4.1 MINIMUM CORROSION PROTECTION
TABLE 606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
272<\/td>\nTABLE 606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
273<\/td>\nTABLE 606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
274<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
275<\/td>\nFIGURE 606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
276<\/td>\nTABLE 606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
278<\/td>\nSECTION 607 GLASS UNIT MASONRY
FIGURE 607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESIST <\/td>\n<\/tr>\n
279<\/td>\nSECTION 608 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
280<\/td>\nTABLE 608.3 DIMENSIONAL REQUIREMENTS FOR WALLS <\/td>\n<\/tr>\n
281<\/td>\nFIGURE 608.3(1) FLAT WALL SYSTEM
FIGURE 608.3(2) WAFFLE-GRID WALL SYSTEM <\/td>\n<\/tr>\n
282<\/td>\nFIGURE 608.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
283<\/td>\nTABLE 608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE 608.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
284<\/td>\nFIGURE 608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE 608.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n
285<\/td>\nTABLE 608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEEL <\/td>\n<\/tr>\n
287<\/td>\nFIGURE 608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY
FIGURE 608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAMED SECOND STORY
FIGURE 608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY
FIGURE 608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING <\/td>\n<\/tr>\n
288<\/td>\nTABLE 608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
289<\/td>\nTABLE 608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
290<\/td>\nTABLE 608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
291<\/td>\nTABLE 608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n
293<\/td>\nEQUATION 6-1
EQUATION 6-2 <\/td>\n<\/tr>\n
294<\/td>\nTABLE 608.7(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 <\/td>\n<\/tr>\n
295<\/td>\nTABLE 608.7(1A)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY <\/td>\n<\/tr>\n
296<\/td>\nTABLE 608.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY <\/td>\n<\/tr>\n
297<\/td>\nTABLE 608.7(1B)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY <\/td>\n<\/tr>\n
298<\/td>\nTABLE 608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
299<\/td>\nTABLE 608.7(1C)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
300<\/td>\nTABLE 608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEET
TABLE 608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET <\/td>\n<\/tr>\n
301<\/td>\nTABLE 608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
302<\/td>\nFIGURE 608.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
303<\/td>\nFIGURE 608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
304<\/td>\nFIGURE 608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n
305<\/td>\nFIGURE 608.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n
306<\/td>\nFIGURE 608.8(2) LINTEL FOR FLAT WALLS <\/td>\n<\/tr>\n
307<\/td>\nFIGURE 608.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
308<\/td>\nFIGURE 608.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
309<\/td>\nTABLE 608.8(1) LINTEL DESIGN LOADING CONDITIONS <\/td>\n<\/tr>\n
310<\/td>\nTABLE 608.8(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 <\/td>\n<\/tr>\n
311<\/td>\nTABLE 608.8(2)\u2014continued 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 <\/td>\n<\/tr>\n
312<\/td>\nTABLE 608.8(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 <\/td>\n<\/tr>\n
313<\/td>\nTABLE 608.8(3)\u2014continued 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 <\/td>\n<\/tr>\n
314<\/td>\nTABLE 608.8(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 <\/td>\n<\/tr>\n
315<\/td>\nTABLE 608.8(4)\u2014continued 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 <\/td>\n<\/tr>\n
316<\/td>\nTABLE 608.8(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 <\/td>\n<\/tr>\n
317<\/td>\nTABLE 608.8(5)\u2014continued 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 <\/td>\n<\/tr>\n
318<\/td>\nTABLE 608.8(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 <\/td>\n<\/tr>\n
319<\/td>\nTABLE 608.8(6)\u2014continued 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 <\/td>\n<\/tr>\n
320<\/td>\nTABLE 608.8(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 <\/td>\n<\/tr>\n
321<\/td>\nTABLE 608.8(7)\u2014continued 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 <\/td>\n<\/tr>\n
322<\/td>\nTABLE 608.8(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 <\/td>\n<\/tr>\n
323<\/td>\nTABLE 608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g <\/td>\n<\/tr>\n
324<\/td>\nTABLE 608.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g
TABLE 608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g <\/td>\n<\/tr>\n
326<\/td>\nFIGURE 608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
327<\/td>\nTABLE 608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b <\/td>\n<\/tr>\n
328<\/td>\nFIGURE 608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
329<\/td>\nTABLE 608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b <\/td>\n<\/tr>\n
330<\/td>\nFIGURE 608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR <\/td>\n<\/tr>\n
331<\/td>\nTABLE 608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
332<\/td>\nFIGURE 608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
333<\/td>\nTABLE 608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
334<\/td>\nFIGURE 608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
335<\/td>\nTABLE 608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
336<\/td>\nFIGURE 608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
337<\/td>\nTABLE 608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c <\/td>\n<\/tr>\n
338<\/td>\nFIGURE 608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
339<\/td>\nTABLE 608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
340<\/td>\nFIGURE 608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
341<\/td>\nTABLE 608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
342<\/td>\nFIGURE 608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
343<\/td>\nTABLE 608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
344<\/td>\nFIGURE 608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
345<\/td>\nTABLE 608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
346<\/td>\nFIGURE 608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
347<\/td>\nTABLE 608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
348<\/td>\nFIGURE 608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
349<\/td>\nTABLE 608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
350<\/td>\nSECTION 609 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
351<\/td>\nFIGURE 609.7.2(1) THROUGH THE FRAME
FIGURE 609.7.2(2) FRAME CLIP
FIGURE 609.7.2(3) THROUGH THE FRAME
FIGURE 609.7.2(4) FRAME CLIP <\/td>\n<\/tr>\n
352<\/td>\nFIGURE 609.7.2(5) THROUGH THE FLANGE
FIGURE 609.7.2(6) THROUGH THE FLANGE
FIGURE 609.7.2(7) FRAME CLIP
FIGURE 609.7.2(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
353<\/td>\nSECTION 610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
FIGURE 610.4 SIP WALL PANEL <\/td>\n<\/tr>\n
355<\/td>\nTABLE 610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a <\/td>\n<\/tr>\n
356<\/td>\nTABLE 610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a <\/td>\n<\/tr>\n
357<\/td>\nFIGURE 610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE 610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n
358<\/td>\nFIGURE 610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE 610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION <\/td>\n<\/tr>\n
359<\/td>\nFIGURE 610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION
FIGURE 610.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n
360<\/td>\nFIGURE 610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT
FIGURE 610.5.4 SIP CORNER FRAMING DETAIL <\/td>\n<\/tr>\n
361<\/td>\nFIGURE 610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS
TABLE 610.8 MAXIMUM SPANS FOR 117\/8-INCH OR DEEPER SIP HEADERS (feet) <\/td>\n<\/tr>\n
362<\/td>\nCHAPTER 7 WALL COVERING
SECTION 701 GENERAL
SECTION 702 INTERIOR COVERING
TABLE 702.1(1) THICKNESS OF PLASTER <\/td>\n<\/tr>\n
363<\/td>\nTABLE 702.1(2) GYPSUM PLASTER PROPORTIONSa
TABLE 702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME <\/td>\n<\/tr>\n
365<\/td>\nTABLE 702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS <\/td>\n<\/tr>\n
366<\/td>\nTABLE 702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
TABLE 702.4.2 BACKER BOARD MATERIALS
TABLE 702.7.1 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
367<\/td>\nSECTION 703 EXTERIOR COVERING <\/td>\n<\/tr>\n
368<\/td>\nTABLE 703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
369<\/td>\nTABLE 703.3(1)\u2014continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
370<\/td>\nTABLE 703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION
TABLE 703.3.2 LIMITS FOR ATTACHMENT PER TABLE 703.3(1)
TABLE 703.3.3 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY <\/td>\n<\/tr>\n
372<\/td>\nTABLE 703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c(Dimensions are in inches)
TABLE 703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
373<\/td>\nTABLE 703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
374<\/td>\nFIGURE 703.8 TYPICAL MASONRY VENEER WALL DETAILSe <\/td>\n<\/tr>\n
375<\/td>\nFIGURE 703.8\u2014continued TYPICAL MASONRY VENEER WALL DETAILSe <\/td>\n<\/tr>\n
376<\/td>\nTABLE 703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
377<\/td>\nFIGURE 703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES BRICK VENEERSHEATHINGSTUDSTEEL ANGLE NOTATTACHED TO STUDFASTENERSVENEER TIEFLASHINGWEEP HOLECOUNTER FLASHINGBASE FLASHINGTRIPLE RAFTERSATTACHED TO STUDSSUPPORT BY ROOF MEMBERSFIGURE 703.8.2.2EXTERIOR MASONRY
FIGURE 703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
378<\/td>\nTABLE 703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d
TABLE 703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING
FIGURE 703.8.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n
379<\/td>\nTABLE 703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS <\/td>\n<\/tr>\n
380<\/td>\nTABLE 703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHINGa, b, c <\/td>\n<\/tr>\n
381<\/td>\nTABLE 703.11.2 ADJUSTED MINIMUM DESIGN WIND PRESSURE REQUIREMENT FOR VINYL SIDING <\/td>\n<\/tr>\n
383<\/td>\nTABLE 703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
TABLE 703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, <\/td>\n<\/tr>\n
384<\/td>\nTABLE 703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
385<\/td>\nTABLE 703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
386<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION 801 GENERAL
SECTION 802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
388<\/td>\nTABLE 802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
389<\/td>\nTABLE 802.4.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
390<\/td>\nTABLE 802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
391<\/td>\nTABLE 802.4.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
392<\/td>\nTABLE 802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
393<\/td>\nTABLE 802.4.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
394<\/td>\nTABLE 802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
395<\/td>\nTABLE 802.4.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
396<\/td>\nTABLE 802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
397<\/td>\nTABLE 802.4.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
398<\/td>\nTABLE 802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
399<\/td>\nTABLE 802.4.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
400<\/td>\nTABLE 802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
401<\/td>\nTABLE 802.4.1(7)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
402<\/td>\nTABLE 802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
403<\/td>\nTABLE 802.4.1(8)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
404<\/td>\nFIGURE 802.4.5 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
405<\/td>\nTABLE 802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
406<\/td>\nTABLE 802.5.1(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
407<\/td>\nTABLE 802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
408<\/td>\nTABLE 802.5.1(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
409<\/td>\nTABLE 802.5.2 RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS <\/td>\n<\/tr>\n
410<\/td>\nFIGURE 802.7.1.1 RAFTER NOTCH <\/td>\n<\/tr>\n
411<\/td>\nFIGURE 802.7.1.2 CEILING JOIST TAPER CUT <\/td>\n<\/tr>\n
412<\/td>\nSECTION 803 ROOF SHEATHING
TABLE 803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING <\/td>\n<\/tr>\n
413<\/td>\nTABLE 802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
414<\/td>\nTABLE 802.11\u2014continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
415<\/td>\nSECTION 804 COLD-FORMED STEEL ROOF FRAMING
FIGURE 804.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
416<\/td>\nTABLE 804.2.3 LOAD-BEARING COLD-FORMED STEEL ROOF FRAMING MEMBER SIZES AND THICKNESSES
FIGURE 804.2.3 (1) C-SHAPED SECTION
FIGURE 804.2.3(2) TRACK SECTION <\/td>\n<\/tr>\n
417<\/td>\nFIGURE 804.2.6.1 ROOF FRAMING MEMBER WEB HOLES <\/td>\n<\/tr>\n
418<\/td>\nFIGURE 804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH
FIGURE 804.3 COLD-FORMED STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n
419<\/td>\nTABLE 804.3 ROOF FRAMING FASTENING SCHEDULEa, b <\/td>\n<\/tr>\n
420<\/td>\nTABLE 804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE) <\/td>\n<\/tr>\n
421<\/td>\nTABLE 804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a
TABLE 804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa <\/td>\n<\/tr>\n
422<\/td>\nFIGURE 804.3.1.1 JOIST TO RAFTER CONNECTION
FIGURE 804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL <\/td>\n<\/tr>\n
423<\/td>\nFIGURE 804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING
FIGURE 804.3.1.4 SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
424<\/td>\nFIGURE 804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n
425<\/td>\nTABLE 804.3.2.1(1) ROOF RAFTER SPANS
TABLE 804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION <\/td>\n<\/tr>\n
426<\/td>\nFIGURE 804.3.2.4 RIDGE MEMBER CONNECTION
TABLE 804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa <\/td>\n<\/tr>\n
427<\/td>\nFIGURE 804.3.5(1) ROOF OR CEILING OPENING <\/td>\n<\/tr>\n
428<\/td>\nFIGURE 804.3.5(2) HEADER TO TRIMMER CONNECTION
SECTION 805 CEILING FINISHES <\/td>\n<\/tr>\n
429<\/td>\nTABLE 804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET
FIGURE 804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL <\/td>\n<\/tr>\n
430<\/td>\nFIGURE 804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL
FIGURE 804.3.7.2 ROOF BLOCKING DETAIL <\/td>\n<\/tr>\n
431<\/td>\nSECTION 806 ROOF VENTILATION <\/td>\n<\/tr>\n
432<\/td>\nTABLE 806.5 INSULATION FOR CONDENSATION CONTROL
SECTION 807 ATTIC ACCESS <\/td>\n<\/tr>\n
434<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION 901 GENERAL
SECTION 902 FIRE CLASSIFICATION
SECTION 903 WEATHER PROTECTION <\/td>\n<\/tr>\n
435<\/td>\nSECTION 904 MATERIALS
SECTION 905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
436<\/td>\nTABLE 905.1.1(1) UNDERLAYMENT TYPES
TABLE 905.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
437<\/td>\nTABLE 905.1.1(2)\u2014continued UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
438<\/td>\nTABLE 905.1.1(3) UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n
439<\/td>\nTABLE 905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES <\/td>\n<\/tr>\n
440<\/td>\nTABLE 905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
441<\/td>\nTABLE 905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
TABLE 905.6.5 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
442<\/td>\nTABLE 905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES <\/td>\n<\/tr>\n
443<\/td>\nTABLE 905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
444<\/td>\nTABLE 905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
445<\/td>\nTABLE 905.10.3(1) METAL ROOF COVERING STANDARDS
TABLE 905.10.3(2) MINIMUM CORROSION RESISTANCE
TABLE 905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
446<\/td>\nTABLE 905.14.3 PROTECTIVE COATING MATERIAL STANDARDS
SECTION 906 ROOF INSULATION
TABLE 906.2 MATERIAL STANDARDS FOR ROOF INSULATION <\/td>\n<\/tr>\n
447<\/td>\nSECTION 907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS
SECTION 908 REROOFING <\/td>\n<\/tr>\n
448<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION 1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
449<\/td>\nTABLE 1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
450<\/td>\nFIGURE 1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
451<\/td>\nFIGURE 1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION 1002 MASONRY HEATERS <\/td>\n<\/tr>\n
452<\/td>\nSECTION 1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
454<\/td>\nTABLE 1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES
TABLE 1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
455<\/td>\nFIGURE 1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
TABLE 1003.20 CRICKET DIMENSIONS
SECTION 1004 FACTORY-BUILT FIREPLACES <\/td>\n<\/tr>\n
456<\/td>\nFIGURE 1003.18 CLEARANCE FROM COMBUSTIBLES
SECTION 1005 FACTORY-BUILT CHIMNEYS
SECTION 1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
457<\/td>\nFIGURE 1003.20 CHIMNEY CRICKET <\/td>\n<\/tr>\n
458<\/td>\nPART IV-ENERGY CONSERVATION
CHAPTER 11 ENERGY EFFICIENCY
SECTION 1101 GENERAL <\/td>\n<\/tr>\n
459<\/td>\nFIGURE 1101.7 CLIMATE ZONES
TABLE 1101.7 CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID ESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
460<\/td>\nTABLE 1101.10.3(1) DEFAULT GLAZED WINDOW, GLASS DOOR AND SKYLIGHT U-FACTORS
TABLE 1101.10.3(2) DEFAULT OPAQUE DOOR U-FACTORS
TABLE 1101.10.3(3) DEFAULT GLAZED FENESTRATION SHGC AND VT <\/td>\n<\/tr>\n
461<\/td>\nSECTION 1102 BUILDING THERMAL ENVELOPE
TABLE 1102.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa <\/td>\n<\/tr>\n
462<\/td>\nTABLE 1102.1.4 EQUIVALENT U-FACTORSa <\/td>\n<\/tr>\n
463<\/td>\nTABLE 1102.2.6 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION R-VALUES <\/td>\n<\/tr>\n
465<\/td>\nTABLE 1102.4.1.1 AIR BARRIER AND INSULATION INSTALLATIONa <\/td>\n<\/tr>\n
466<\/td>\nSECTION 1103 SYSTEMS <\/td>\n<\/tr>\n
468<\/td>\nTABLE 1103.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
SECTION 1104 ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY)
SECTION 1105 SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE)
TABLE 1103.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY <\/td>\n<\/tr>\n
470<\/td>\nTABLE 1105.5.2(1) SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
TABLE 1105.5.2(1) SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS <\/td>\n<\/tr>\n
471<\/td>\nTABLE 1105.5.2(1)\u2014continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
TABLE 1105.5.2(1)\u2014continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS <\/td>\n<\/tr>\n
472<\/td>\nTABLE 1105.5.2(1)\u2014continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
TABLE 1105.5.2(1)\u2014continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS <\/td>\n<\/tr>\n
473<\/td>\nTABLE 1105.5.2(2) DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa
SECTION 1106 ENERGY RATING INDEX COMPLIANCE ALTERNATIVE
TABLE 1106.4 MAXIMUM ENERGY RATING INDEX
EQUATION 11-1 <\/td>\n<\/tr>\n
474<\/td>\nSECTION 1107 EXISTING BUILDINGS\u2014GENERAL
SECTION 1108 ADDITIONS <\/td>\n<\/tr>\n
475<\/td>\nSECTION 1109 ALTERATIONS
SECTION 1110 REPAIRS <\/td>\n<\/tr>\n
476<\/td>\nSECTION 1111 CHANGE OF OCCUPANCY OR USE
SECTION 1112 OHIO HOME BUILDERS ASSOCIATION (OHBA) ALTERNATIVE ENERGY CODE OPTION
TABLE 1107.4.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa <\/td>\n<\/tr>\n
477<\/td>\nTABLE 1112.1.5(1) DEFAULT GLAZED FENESTRATION U-FACTORS
TABLE 1112.1.5(2) DEFAULT DOOR U-FACTORS
TABLE 1112.1.5(3) DEFAULT GLAZED FENESTRATION SHGC <\/td>\n<\/tr>\n
478<\/td>\nTABLE 1112.2.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) <\/td>\n<\/tr>\n
480<\/td>\nTABLE 1112.2.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
TABLE 1112.2.1.2 EQUIVALENT U-FACTORS <\/td>\n<\/tr>\n
481<\/td>\nTABLE 1112.3.2.2(a) POST-CONSTRUCTION DUCT TIGHTNESS TESTING
TABLE 1112.3.2.2(b) ROUGH-IN DUCT TIGHTNESS TESTING <\/td>\n<\/tr>\n
482<\/td>\nPART V-MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION 1201 GENERAL
SECTION 1202 EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
484<\/td>\nCHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS
SECTION 1301 GENERAL MECHANICAL SYSTEM REQUIREMENTS
SECTION 1302 APPROVAL
SECTION 1303 LABELING OF APPLIANCES
SECTION 1304 TYPE OF FUEL
SECTION 1305 APPLIANCE ACCESS <\/td>\n<\/tr>\n
485<\/td>\nSECTION 1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION <\/td>\n<\/tr>\n
486<\/td>\nFIGURE 1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE 1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
487<\/td>\nTABLE 1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
488<\/td>\nSECTION 1307 APPLIANCE INSTALLATION
SECTION 1308 MECHANICAL SYSTEMS INSTALLATION <\/td>\n<\/tr>\n
490<\/td>\nCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES
SECTION 1401 GENERAL
SECTION 1402 CENTRAL FURNACES
SECTION M1403 HEAT PUMP EQUIPMENT
SECTION 1404 REFRIGERATION COOLING EQUIPMENT
SECTION 1405 BASEBOARD CONVECTORS
SECTION 1406 RADIANT HEATING SYSTEMS <\/td>\n<\/tr>\n
491<\/td>\nSECTION 1407 DUCT HEATERS
SECTION 1408 VENTED FLOOR FURNACES
SECTION 1409 VENTED WALL FURNACES <\/td>\n<\/tr>\n
492<\/td>\nSECTION 1410 VENTED ROOM HEATERS
SECTION 1411 HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n
493<\/td>\nSECTION 1412 ABSORPTION COOLING EQUIPMENT
SECTION 1413 EVAPORATIVE COOLING EQUIPMENT <\/td>\n<\/tr>\n
494<\/td>\nSECTION 1414 FIREPLACE STOVES
SECTION 1415 MASONRY HEATERS <\/td>\n<\/tr>\n
496<\/td>\nCHAPTER 15 EXHAUST SYSTEMS
SECTION 1501 GENERAL
SECTION 1502 CLOTHES DRYER EXHAUST
TABLE 1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH <\/td>\n<\/tr>\n
497<\/td>\nSECTION 1503 DOMESTIC COOKING EXHAUST EQUIPMENT <\/td>\n<\/tr>\n
498<\/td>\nSECTION 1504 EXHAUST DUCTS AND EXHAUST OPENINGS
TABLE 1504.2 DUCT LENGTH
SECTION 1505 MECHANICAL VENTILATION <\/td>\n<\/tr>\n
499<\/td>\nTABLE 1505.4.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS
TABLE 1505.4.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS
TABLE 1505.4.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO- AND THREE-FAMILY DWELLINGS <\/td>\n<\/tr>\n
500<\/td>\nCHAPTER 16 DUCT SYSTEMS
SECTION 1601 DUCT CONSTRUCTION
TABLE 1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa <\/td>\n<\/tr>\n
503<\/td>\nSECTION 1602 RETURN AIR <\/td>\n<\/tr>\n
504<\/td>\nCHAPTER 17 COMBUSTION AIR
SECTION 1701 GENERAL <\/td>\n<\/tr>\n
506<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION 1801 GENERAL
SECTION 1802 VENT COMPONENTS <\/td>\n<\/tr>\n
507<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
508<\/td>\nSECTION 1804 VENTS
TABLE 1804.1 VENT SELECTION CHART
SECTION 1805 MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
510<\/td>\nCHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS
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 <\/td>\n<\/tr>\n
512<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
513<\/td>\nTABLE 2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
SECTION 2005 WATER HEATERS
SECTION 2006 POOL HEATERS <\/td>\n<\/tr>\n
514<\/td>\nCHAPTER 21 HYDRONIC PIPING
SECTION 2101 HYDRONIC PIPING SYSTEMS INSTALLATION
TABLE 2101.9 HANGER SPACING INTERVALS
SECTION 2102 BASEBOARD CONVECTORS <\/td>\n<\/tr>\n
515<\/td>\nTABLE 2101.1 HYDRONIC PIPING AND FITTING MATERIALS <\/td>\n<\/tr>\n
516<\/td>\nSECTION 2103 FLOOR HEATING SYSTEMS
SECTION 2104 LOW TEMPERATURE PIPING
SECTION 2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING <\/td>\n<\/tr>\n
517<\/td>\nTABLE 2105.4 GROUND-SOURCE LOOP PIPE
TABLE 2105.5 GROUND-SOURCE LOOP PIPE FITTINGS <\/td>\n<\/tr>\n
520<\/td>\nCHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION 2200 SCOPE
SECTION 2201 OIL TANKS
SECTION 2202 OIL PIPING, FITTING AND CONNECTIONS <\/td>\n<\/tr>\n
521<\/td>\nSECTION 2203 INSTALLATION
SECTION 2204 OIL PUMPS AND VALVES <\/td>\n<\/tr>\n
522<\/td>\nCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS
SECTION 2301 SOLAR THERMAL ENERGY SYSTEMS <\/td>\n<\/tr>\n
524<\/td>\nPART VI-FUEL GAS
CHAPTER 24 FUEL GAS
SECTION 2401 GENERAL
SECTION 2402 GENERAL
SECTION 2403 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
526<\/td>\nSECTION 2404 GENERAL <\/td>\n<\/tr>\n
527<\/td>\nSECTION 2405 STRUCTURAL SAFETY
SECTION 2406 APPLIANCE LOCATION
SECTION 2407 COMBUSTION, VENTILATION AND DILUTION AIR <\/td>\n<\/tr>\n
528<\/td>\nEQUATION 24-1
EQUATION 24-2
FIGURE 2407.5.3 ALL AIR FROM INSIDE THE BUILDING <\/td>\n<\/tr>\n
529<\/td>\nFIGURE 2407.6.1(1) ALL AIR FROM OUTDOORS\u2014INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC
FIGURE 2407.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC <\/td>\n<\/tr>\n
530<\/td>\nFIGURE 2407.6.1(3) ALL AIR FROM OUTDOORS
FIGURE 2407.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS <\/td>\n<\/tr>\n
531<\/td>\nSECTION 2408 INSTALLATION <\/td>\n<\/tr>\n
532<\/td>\nSECTION 2409 CLEARANCE REDUCTION
FIGURE 2409.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS <\/td>\n<\/tr>\n
533<\/td>\nFIGURE 2409.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
FIGURE 2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
534<\/td>\nTABLE 2409.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
SECTION 2410 ELECTRICAL <\/td>\n<\/tr>\n
535<\/td>\nSECTION 2411 ELECTRICAL BONDING
SECTION 2412 GENERAL
SECTION 2413 PIPE SIZING <\/td>\n<\/tr>\n
536<\/td>\nEQUATION 24-3
EQUATION 24-4
TABLE 2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS <\/td>\n<\/tr>\n
537<\/td>\nTABLE 2413.4(1) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
538<\/td>\nTABLE 2413.4(2) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
539<\/td>\nTABLE 2413.4(3) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
540<\/td>\nTABLE 2413.4(4) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
541<\/td>\nTABLE 2413.4(5) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
542<\/td>\nTABLE 2413.4(6) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
543<\/td>\nTABLE 2413.4(7) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
544<\/td>\nTABLE 2413.4(8) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
545<\/td>\nTABLE 2413.4(9) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
546<\/td>\nTABLE 2413.4(10) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
547<\/td>\nTABLE 2413.4(11) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
548<\/td>\nTABLE 2413.4(12) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
549<\/td>\nTABLE 2413.4(13) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
550<\/td>\nTABLE 2413.4(14) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
551<\/td>\nTABLE 2413.4(15) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
552<\/td>\nTABLE 2413.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
553<\/td>\nTABLE 2413.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
554<\/td>\nTABLE 2413.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
555<\/td>\nTABLE 2413.4(19) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
556<\/td>\nTABLE 2413.4(20) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
557<\/td>\nTABLE 2413.4(21) POLYETHYLENE PLASTIC TUBING
SECTION 2414 PIPING MATERIALS <\/td>\n<\/tr>\n
558<\/td>\nTABLE 2414.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
559<\/td>\nSECTION 2415 PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
561<\/td>\nSECTION 2416 PIPING BENDS AND CHANGES IN DIRECTION <\/td>\n<\/tr>\n
562<\/td>\nSECTION 2417 INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
563<\/td>\nTABLE 2417.7.1.1 SIZE AND LENGTH OF PIPING <\/td>\n<\/tr>\n
564<\/td>\nSECTION 2418 PIPING SUPPORT
SECTION 2419 DRIPS AND SLOPED PIPING
FIGURE 2419.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP <\/td>\n<\/tr>\n
565<\/td>\nSECTION 2420 SHUTOFF VALVES
TABLE 2420.1.1 MANUAL GAS VALVE STANDARDS
SECTION 2421 FLOW CONTROLS <\/td>\n<\/tr>\n
566<\/td>\nSECTION 2422 APPLIANCE CONNECTIONS <\/td>\n<\/tr>\n
567<\/td>\nSECTION 2423 COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
SECTION 2424 PIPING SUPPORT INTERVALS
TABLE 2424.1 SUPPORT OF PIPING
SECTION 2425 GENERAL <\/td>\n<\/tr>\n
568<\/td>\nSECTION 2426 VENTS <\/td>\n<\/tr>\n
569<\/td>\nSECTION 2427 VENTING OF APPLIANCES <\/td>\n<\/tr>\n
570<\/td>\nTABLE 2427.4 TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
572<\/td>\nFIGURE 2427.6.4 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL <\/td>\n<\/tr>\n
575<\/td>\nTABLE 2427.8 THROUGH-THE-WALL, DIRECT-VENT TERMINATION CLEARANCES
TABLE 2427.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
576<\/td>\nTABLE 2427.10.5a CLEARANCES FOR CONNECTORS <\/td>\n<\/tr>\n
578<\/td>\nSECTION 2428 SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
580<\/td>\nTABLE 2428.3.2 MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
582<\/td>\nTABLE 2428.2(1) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
583<\/td>\nTABLE 2428.2(1)\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
584<\/td>\nTABLE 2428.2(2) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
585<\/td>\nTABLE 2428.2(2)\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
586<\/td>\nTABLE 2428.3(1) TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
587<\/td>\nTABLE 2428.3(2) TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
588<\/td>\nTABLE 2428.3(3) MASONRY CHIMNEY <\/td>\n<\/tr>\n
589<\/td>\nTABLE 2428.3(4) MASONRY CHIMNEY <\/td>\n<\/tr>\n
590<\/td>\nSECTION 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
SECTION 2437 FLOOR FURNACES <\/td>\n<\/tr>\n
591<\/td>\nSECTION 2438 CLOTHES DRYERS
SECTION 2439 CLOTHES DRYER EXHAUST <\/td>\n<\/tr>\n
592<\/td>\nTABLE 2439.7.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
SECTION 2440 SAUNA HEATERS <\/td>\n<\/tr>\n
593<\/td>\nSECTION 2441 POOL AND SPA HEATERS
SECTION 2442 FORCED-AIR WARM-AIR FURNACES <\/td>\n<\/tr>\n
594<\/td>\nSECTION 2443 CONVERSION BURNERS
SECTION 2444 UNIT HEATERS
SECTION 2445 UNVENTED ROOM HEATERS
SECTION 2446 VENTED ROOM HEATERS
SECTION 2447 COOKING APPLIANCES <\/td>\n<\/tr>\n
595<\/td>\nSECTION 2448 WATER HEATERS
SECTION 2449 AIR-CONDITIONING APPLIANCES
SECTION 2450 ILLUMINATING APPLIANCES
SECTION 2451 INFRARED RADIANT HEATERS
SECTION 2452 BOILERS <\/td>\n<\/tr>\n
596<\/td>\nSECTION 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
SECTION 2454 OUTDOOR DECORATIVE APPLIANCES <\/td>\n<\/tr>\n
598<\/td>\nPART VII-PLUMBING
CHAPTER 25 PLUMBING SYSTEMS
SECTION 2501 PLUMBING SYSTEMS <\/td>\n<\/tr>\n
600<\/td>\nCHAPTERS 26\u201328 <\/td>\n<\/tr>\n
602<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
603<\/td>\nTABLE 2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
FIGURE 2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION <\/td>\n<\/tr>\n
605<\/td>\nEQUATION 29-1 <\/td>\n<\/tr>\n
606<\/td>\nTABLE 2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b <\/td>\n<\/tr>\n
607<\/td>\nTABLE 2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a
TABLE 2904.6.2(3) ELEVATION LOSS (PLe) <\/td>\n<\/tr>\n
608<\/td>\nTABLE 904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
609<\/td>\nTABLE 2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
610<\/td>\nTABLE 2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
611<\/td>\nTABLE 2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
612<\/td>\nTABLE 2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
613<\/td>\nTABLE 2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
614<\/td>\nSECTION 2905 HEATED WATER DISTRIBUTION SYSTEMS
SECTION 2906 MATERIALS, JOINTS AND CONNECTIONS
SECTION 2907 CHANGES IN DIRECTION
SECTION 2908 SUPPORT
SECTION 2909 DRINKING WATER TREATMENT UNITS
SECTION 2910 NONPOTABLE WATER SYSTEMS
SECTION 2911 ON-SITE NONPOTABLE WATER REUSE SYSTEMS
SECTION 2912 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS
SECTION 2913 RECLAIMED WATER SYSTEMS <\/td>\n<\/tr>\n
616<\/td>\nCHAPTERS 30\u201333 <\/td>\n<\/tr>\n
618<\/td>\nPART VIII-ELECTRICAL
CHAPTER 34 ELECTRICAL
SECTION 3401 ELECTRICAL <\/td>\n<\/tr>\n
619<\/td>\nSECTION 3402 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
620<\/td>\nCHAPTERS 35\u201343 <\/td>\n<\/tr>\n
622<\/td>\nCHAPTER 44 REFERENCED STANDARDS
AAMA
ACCA
ACI
AISI <\/td>\n<\/tr>\n
623<\/td>\nAMCA
ANCE
ANSI <\/td>\n<\/tr>\n
624<\/td>\nAPA
ASCE\/SEI
ASHRAE <\/td>\n<\/tr>\n
625<\/td>\nASME
ASTM <\/td>\n<\/tr>\n
631<\/td>\nAWC
AWPA
AWS
AWWA
CEN <\/td>\n<\/tr>\n
632<\/td>\nCPA
CPSC
CSA
CSSB
DASMA <\/td>\n<\/tr>\n
633<\/td>\nDOC
DOTn
FEMA
FM
GA
HPVA
HVI <\/td>\n<\/tr>\n
634<\/td>\nICC
IEEE
ISO
MSS
NAIMA <\/td>\n<\/tr>\n
635<\/td>\nNFPA
NFRC
NSF
PCA <\/td>\n<\/tr>\n
636<\/td>\nSBCA
SMACNA
TMS
TPI
UL <\/td>\n<\/tr>\n
638<\/td>\nULC
US-FTC
WDMA
WMA <\/td>\n<\/tr>\n
640<\/td>\nINDEX <\/td>\n<\/tr>\n
654<\/td>\nICC MEMBERSHIP <\/td>\n<\/tr>\n
655<\/td>\nICC premiumACCESS <\/td>\n<\/tr>\n
656<\/td>\nICC PLAN REVIEW SERVICES <\/td>\n<\/tr>\n
657<\/td>\nHELPFUL TOOLS FOR YOUR RESIDENTIAL CODE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Ohio Residential Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
OH<\/b><\/a><\/td>\n2019<\/td>\n657<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":197394,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2727],"product_tag":[],"class_list":{"0":"post-197390","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-oh","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/197390","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/197394"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=197390"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=197390"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=197390"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}