{"id":136064,"date":"2024-10-19T07:50:52","date_gmt":"2024-10-19T07:50:52","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/residential-code-of-ohio-2013\/"},"modified":"2024-10-25T00:01:06","modified_gmt":"2024-10-25T00:01:06","slug":"residential-code-of-ohio-2013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/oh\/residential-code-of-ohio-2013\/","title":{"rendered":"Residential Code of Ohio 2013"},"content":{"rendered":"

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\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>\n2013 RESIDENTIAL CODE OF OHIO <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
3<\/td>\nPREFACE <\/td>\n<\/tr>\n
5<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL RESIDENTIAL CODE <\/td>\n<\/tr>\n
9<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
13<\/td>\nPART I – ADMINISTRATION
CHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL <\/td>\n<\/tr>\n
14<\/td>\nSECTION 102 APPLICABILITY AND JURISDICTIONAL AUTHORITY <\/td>\n<\/tr>\n
17<\/td>\nSECTION 103 CERTIFIED RESIDENTIAL BUILDING DEPARTMENTS, PERSONNEL, AND APPEALS BOARDS
SECTION 104 DUTIES AND RESPONSIBILITIES <\/td>\n<\/tr>\n
18<\/td>\nSECTION 105 APPROVALS <\/td>\n<\/tr>\n
20<\/td>\nSECTION 106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
22<\/td>\nSECTION 107 PLAN APPROVAL PROCESS <\/td>\n<\/tr>\n
24<\/td>\nSECTION 108 INSPECTION PROCESS <\/td>\n<\/tr>\n
26<\/td>\nSECTION 109 ORDERS, VIOLATIONS, AND UNSAFE BUILDINGS <\/td>\n<\/tr>\n
27<\/td>\nSECTION 110 APPEALS
SECTION 111 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
28<\/td>\nSECTION 112 CHANGES TO THE CODE
SECTION 113 EXISTING BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
29<\/td>\nSECTION 114 PRODUCTS AND MATERIALS <\/td>\n<\/tr>\n
31<\/td>\nFIGURE 114.2 ORGANIZATION OF BOARD RECOGNIZED BODIES AND CERTIFICATION PROGRAMS <\/td>\n<\/tr>\n
32<\/td>\nSECTION 115 BOARD ORGANIZATION <\/td>\n<\/tr>\n
33<\/td>\nPART II – DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
49<\/td>\nPART III – BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION 301 DESIGN CRITERIA <\/td>\n<\/tr>\n
50<\/td>\nTABLE 301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
51<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
52<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
53<\/td>\nFIGURE 301.2(2) SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
54<\/td>\nFIGURE 301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
55<\/td>\nFIGURE 301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
56<\/td>\nFIGURE 301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
57<\/td>\nFIGURE 301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
58<\/td>\nFIGURE 301.2(7) COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
59<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
60<\/td>\nTABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION <\/td>\n<\/tr>\n
61<\/td>\nTABLE 301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa <\/td>\n<\/tr>\n
63<\/td>\nTABLE 301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
TABLE 301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FOR CEPER SQUARE FOOT OF HORIZONTAL PROJECTION <\/td>\n<\/tr>\n
64<\/td>\nTABLE 301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
SECTION 302 FIRE-RESISTANT CONSTRUCTION
TABLE R302.1 EXTERIOR WALLS <\/td>\n<\/tr>\n
67<\/td>\nTABLE R302.6 DWELLING\/GARAGE SEPARATIONa <\/td>\n<\/tr>\n
69<\/td>\nSECTION 303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
70<\/td>\nSECTION 304 MINIMUM ROOM AREAS
SECTION 305 CEILING HEIGHT
SECTION 306 SANITATION
SECTION 307 TOILET, BATH AND SHOWER SPACES <\/td>\n<\/tr>\n
71<\/td>\nFIGURE 307.1 MINIMUM FIXTURE CLEARANCES
SECTION 308 GLAZING <\/td>\n<\/tr>\n
72<\/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
74<\/td>\nSECTION 309 GARAGES AND CARPORTS
SECTION 310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
75<\/td>\nSECTION 311 MEANS OF EGRESS <\/td>\n<\/tr>\n
77<\/td>\nSECTION 312 GUARDS <\/td>\n<\/tr>\n
78<\/td>\nSECTION 313 AUTOMATIC FIRE SPRINKLER SYSTEMS
SECTION 314 SMOKE ALARMS <\/td>\n<\/tr>\n
79<\/td>\nSECTION 315 CARBON MONOXIDE ALARMS
SECTION 316 FOAM PLASTIC <\/td>\n<\/tr>\n
81<\/td>\nSECTION 317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
82<\/td>\nSECTION 318 PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n
83<\/td>\nSECTION 319 SITE ADDRESS
SECTION 320 ACCESSIBILITY <\/td>\n<\/tr>\n
84<\/td>\nSECTION 321 ELEVATORS AND PLATFORM LIFTS
SECTION 322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
87<\/td>\nSECTION 323 STORM SHELTERS
SECTION 324 POST FRAME ACCESSORY STRUCTURES
TABLE 324.3 POST FRAME PIER FOOTING DIAMETERS <\/td>\n<\/tr>\n
88<\/td>\nFIGURE 324 POST AND FRAME WALL SECTION (NO SCALE)
FIGURE 324.1 COLUMN UPLIFT PROTECTION EXCEPTION (NO SCALE <\/td>\n<\/tr>\n
89<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
90<\/td>\nTABLE 324.7 STRUCTURAL FASTENES <\/td>\n<\/tr>\n
91<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION 401 GENERAL
TABLE 401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa
SECTION 402 MATERIALS <\/td>\n<\/tr>\n
92<\/td>\nTABLE 402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION 403 FOOTINGS <\/td>\n<\/tr>\n
93<\/td>\nTABLE 403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a <\/td>\n<\/tr>\n
94<\/td>\nFIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
95<\/td>\nFIGURE 403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
96<\/td>\nFIGURE 403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
97<\/td>\nFIGURE 403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
99<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
100<\/td>\nFIGURE 403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
101<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
102<\/td>\nFIGURE 403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
TABLE 403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches) <\/td>\n<\/tr>\n
103<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
104<\/td>\nTABLE 404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
105<\/td>\nTABLE 404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa, c <\/td>\n<\/tr>\n
106<\/td>\nTABLE 404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa, <\/td>\n<\/tr>\n
107<\/td>\nTABLE 404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa, c <\/td>\n<\/tr>\n
108<\/td>\nTABLE 404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b <\/td>\n<\/tr>\n
109<\/td>\nTABLE 404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, g, h, i, j <\/td>\n<\/tr>\n
110<\/td>\nTABLE 404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i <\/td>\n<\/tr>\n
111<\/td>\nTABLE 404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb, c, d, e, f, h, i <\/td>\n<\/tr>\n
112<\/td>\nTABLE 404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i <\/td>\n<\/tr>\n
113<\/td>\nTABLE 404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j <\/td>\n<\/tr>\n
114<\/td>\nTABLE 404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, <\/td>\n<\/tr>\n
115<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
116<\/td>\nTABLE 404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n
117<\/td>\nTABLE 404.1.2(9)\u2014continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n
120<\/td>\nFIGURE 404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
121<\/td>\nSECTION 405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
122<\/td>\nTABLE 404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
123<\/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
124<\/td>\nSECTION 407 COLUMNS <\/td>\n<\/tr>\n
125<\/td>\nSECTION 408 UNDER-FLOOR SPACE
SECTION 409 FOUNDATION INSULATION <\/td>\n<\/tr>\n
127<\/td>\nCHAPTER 5 FLOORS
SECTION 501 GENERAL
SECTION 502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
128<\/td>\nFIGURE 502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
129<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
131<\/td>\nTABLE 502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
132<\/td>\nTABLE 502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u00ce\u201d = 360)b <\/td>\n<\/tr>\n
133<\/td>\nTABLE 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 \u2264 40 psf, Roof Live Load \u2264 20 psf)
TABLE 502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f <\/td>\n<\/tr>\n
134<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
135<\/td>\nTABLE 502.5(1)\u2014 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) <\/td>\n<\/tr>\n
136<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
137<\/td>\nFIGURE 502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
138<\/td>\nSECTION 503 FLOOR SHEATHING
TABLE 503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
139<\/td>\nTABLE 503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa <\/td>\n<\/tr>\n
140<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
141<\/td>\nFIGURE 505.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
142<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
143<\/td>\nTABLE 505.2.4 SCREW SUBSTITUTION FACTOR
FIGURE 505.2.5.1 FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n
144<\/td>\nFIGURE 505.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
145<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
146<\/td>\nTABLE 505.3.1(2) FLOOR FASTENING SCHEDULEa
FIGURE 505.3.1(2) FLOOR TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
147<\/td>\nFIGURE 505.3.1(3) FLOOR TO FOUNDATION CONNECTION
FIGURE 505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
148<\/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
149<\/td>\nFIGURE 505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n
150<\/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
151<\/td>\nTABLE 505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE SPANS
FIGURE 505.3.3.2(1) JOIST BLOCKING (SOLID) <\/td>\n<\/tr>\n
152<\/td>\nTABLE 505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b, c, d, e, f 33 ksi STEEL
FIGURE 505.3.3.2(2) JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n
153<\/td>\nTABLE 505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b, c, d, e, f 50 ksi STEEL <\/td>\n<\/tr>\n
154<\/td>\nFIGURE 505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
TABLE 505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 psf equivalent snow load) <\/td>\n<\/tr>\n
155<\/td>\nTABLE 505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 psf equivalent snow load)
FIGURE 505.3.4(2) BEARING STIFFENER <\/td>\n<\/tr>\n
156<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
157<\/td>\nFIGURE 505.3.7 TRACK SPLICE <\/td>\n<\/tr>\n
158<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
159<\/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
160<\/td>\nSECTION 506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
161<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION 601 GENERAL
TABLE 601.3.1 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
162<\/td>\nSECTION 602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
163<\/td>\nTABLE 602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
164<\/td>\nTABLE 602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
165<\/td>\nTABLE 602.3(2) ALTERNATE ATTACHMENTS <\/td>\n<\/tr>\n
166<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
167<\/td>\nFIGURE 602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
168<\/td>\nFIGURE 602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
169<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
170<\/td>\nTABLE 602.3.1\u2014continued 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 <\/td>\n<\/tr>\n
171<\/td>\nFIGURE 602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
172<\/td>\nFIGURE 602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
173<\/td>\nFIGURE 602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
174<\/td>\nTABLE 602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS
FIGURE 602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
175<\/td>\nFIGURE 602.10.1.1 BRACED WALL LINES
TABLE 602.10.1.3 BRACED WALL LINE SPACING <\/td>\n<\/tr>\n
176<\/td>\nFIGURE 602.10.1.4 ANGLED WALLS <\/td>\n<\/tr>\n
177<\/td>\nFIGURE 602.10.2.2 LOCATION OF BRACED WALL PANELS <\/td>\n<\/tr>\n
178<\/td>\nTABLE 602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
179<\/td>\nTABLE 602.10.3(1)\u2014 continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
180<\/td>\nTABLE 602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
181<\/td>\nTABLE 602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
182<\/td>\nTABLE 602.10.3(3)\u2014 continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
183<\/td>\nTABLE 602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
184<\/td>\nTABLE 602.10.4 BRACING METHODS <\/td>\n<\/tr>\n
185<\/td>\nTABLE 602.10.4\u2014continued BRACING METHODS <\/td>\n<\/tr>\n
186<\/td>\nFIGURE 602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
187<\/td>\nTABLE 602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS <\/td>\n<\/tr>\n
188<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
189<\/td>\nFIGURE 602.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n
190<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
191<\/td>\nFIGURE 602.10.6.4 METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
192<\/td>\nTABLE 602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
193<\/td>\nFIGURE 602.10.6.5 METHOD BV-WSP: WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC CATEGORIES D0, D1, AND D2 <\/td>\n<\/tr>\n
194<\/td>\nFIGURE 602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
195<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
196<\/td>\nFIGURE 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
197<\/td>\nFIGURE 602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
198<\/td>\nFIGURE 602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
199<\/td>\nFIGURE 602.11.2 STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
200<\/td>\nFIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING <\/td>\n<\/tr>\n
201<\/td>\nTABLE 602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE
SECTION 603 STEEL WALL FRAMING <\/td>\n<\/tr>\n
202<\/td>\nFIGURE 603.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
203<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
204<\/td>\nTABLE 603.2.4 SCREW SUBSTITUTION FACTOR
FIGURE 603.2.5.1 WEB HOLES <\/td>\n<\/tr>\n
205<\/td>\nFIGURE 603.2.5.3 STUD WEB HOLE PATCH <\/td>\n<\/tr>\n
206<\/td>\nTABLE 603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b
FIGURE 603.3.1(1) WALL TO FLOOR CONNECTION <\/td>\n<\/tr>\n
207<\/td>\nFIGURE 603.3.1(2) WALL TO FOUNDATION CONNECTION
FIGURE 603.3.1(3) WALL TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
208<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
209<\/td>\nTABLE 603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
210<\/td>\nTABLE 603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
211<\/td>\nTABLE 603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
212<\/td>\nTABLE 603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
213<\/td>\nTABLE 603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
214<\/td>\nTABLE 603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
215<\/td>\nTABLE 603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
216<\/td>\nTABLE 603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
217<\/td>\nTABLE 603.3.2 (10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
218<\/td>\nTABLE 603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
219<\/td>\nTABLE 603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
220<\/td>\nTABLE 603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
221<\/td>\nTABLE 603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
222<\/td>\nTABLE 603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
223<\/td>\nTABLE 603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
224<\/td>\nTABLE 603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
225<\/td>\nTABLE 603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
226<\/td>\nTABLE 603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
227<\/td>\nTABLE 603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
228<\/td>\nTABLE 603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
229<\/td>\nTABLE 603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
230<\/td>\nTABLE 603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
231<\/td>\nTABLE 603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
232<\/td>\nTABLE 603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
233<\/td>\nTABLE 603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
234<\/td>\nTABLE 603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
235<\/td>\nTABLE 603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
236<\/td>\nTABLE 603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
237<\/td>\nTABLE 603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
238<\/td>\nTABLE 603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
240<\/td>\nSECTION 604 WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
241<\/td>\nFIGURE 603.3.3(1) STUD BRACING WITH STRAPPING ONLY
FIGURE 603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL <\/td>\n<\/tr>\n
242<\/td>\nFIGURE 603.3.5 TRACK SPLICE
FIGURE 603.4 CORNER FRAMING <\/td>\n<\/tr>\n
243<\/td>\nTABLE 603.3.2.1 (1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
244<\/td>\nTABLE 603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 50 ksi STEE <\/td>\n<\/tr>\n
245<\/td>\nTABLE 603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
246<\/td>\nTABLE 603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
247<\/td>\nFIGURE 603.6(1) BOX BEAM HEADER
FIGURE 603.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
248<\/td>\nFIGURE 603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL
FIGURE 603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL <\/td>\n<\/tr>\n
249<\/td>\nTABLE 603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b <\/td>\n<\/tr>\n
250<\/td>\nTABLE 603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b <\/td>\n<\/tr>\n
251<\/td>\nTABLE 603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b <\/td>\n<\/tr>\n
252<\/td>\nTABLE 603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b <\/td>\n<\/tr>\n
253<\/td>\nTABLE 603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
254<\/td>\nTABLE 603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
255<\/td>\nTABLE 603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
256<\/td>\nTABLE 603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
257<\/td>\nTABLE 603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a <\/td>\n<\/tr>\n
258<\/td>\nTABLE 603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
259<\/td>\nTABLE 603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
260<\/td>\nTABLE 603.6(12) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a,b <\/td>\n<\/tr>\n
261<\/td>\nTABLE 603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a,b <\/td>\n<\/tr>\n
262<\/td>\nTABLE 603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a,b <\/td>\n<\/tr>\n
263<\/td>\nTABLE 603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b <\/td>\n<\/tr>\n
264<\/td>\nTABLE 603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b <\/td>\n<\/tr>\n
265<\/td>\nTABLE 603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
266<\/td>\nTABLE 603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
267<\/td>\nTABLE 603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
268<\/td>\nTABLE 603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
269<\/td>\nTABLE 603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
270<\/td>\nTABLE 603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
271<\/td>\nTABLE 603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
272<\/td>\nTABLE 603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
273<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
274<\/td>\nTABLE 603.8 HEAD AND SILL TRACK SPAN Fy = 33 ksi
FIGURE 603.9 STRUCTURAL SHEATHING FASTENING PATTERN <\/td>\n<\/tr>\n
275<\/td>\nFIGURE 603.9.2 CORNER STUD HOLD DOWN DETAIL
TABLE 603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa,b <\/td>\n<\/tr>\n
276<\/td>\nTABLE 603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS
SECTION 605 PARTICLEBOARD
SECTION 606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
277<\/td>\nTABLE 606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
TABLE 606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
279<\/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
280<\/td>\nFIGURE 606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
281<\/td>\nFIGURE 606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D <\/td>\n<\/tr>\n
282<\/td>\nTABLE 606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
283<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
284<\/td>\nTABLE 606.15.1 MINIMUM CORROSION PROTECTION
SECTION 607 UNIT MASONRY <\/td>\n<\/tr>\n
285<\/td>\nTABLE 607.1 MORTAR PROPORTIONSa, b
SECTION 608 MULTIPLE WYTHE MASONRY <\/td>\n<\/tr>\n
286<\/td>\nSECTION 609 GROUTED MASONRY
TABLE 609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
287<\/td>\nTABLE 609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
288<\/td>\nSECTION 610 GLASS UNIT MASONRY
FIGURE 610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
289<\/td>\nSECTION 611 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
290<\/td>\nTABLE 611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa,b <\/td>\n<\/tr>\n
291<\/td>\nFIGURE 611.3(1) FLAT WALL SYSTEM
FIGURE 611.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE 611.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
292<\/td>\nTABLE 611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS <\/td>\n<\/tr>\n
293<\/td>\nFIGURE 611.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
294<\/td>\nFIGURE 611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE 611.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n
295<\/td>\nTABLE 611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n
296<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
297<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
298<\/td>\nTABLE 611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
299<\/td>\nTABLE 611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
300<\/td>\nTABLE 611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
301<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
302<\/td>\nEQUATION 611-1
EQUATION 611-2 <\/td>\n<\/tr>\n
303<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
304<\/td>\nTABLE 611.7(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-STORYa,c,d,e,f,g <\/td>\n<\/tr>\n
305<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
306<\/td>\nTABLE 611.7(1B)\u2014continued 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 <\/td>\n<\/tr>\n
307<\/td>\nTABLE 611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa,c,d,e,f,g <\/td>\n<\/tr>\n
308<\/td>\nTABLE 611.7(1C)\u2014continued 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 <\/td>\n<\/tr>\n
309<\/td>\nFIGURE 611.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
310<\/td>\nFIGURE 611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
311<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
312<\/td>\nTABLE 611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, <\/td>\n<\/tr>\n
313<\/td>\nTABLE 611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa,c <\/td>\n<\/tr>\n
315<\/td>\nFIGURE 611.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n
316<\/td>\nFIGURE 611.8(2) LINTEL FOR FLAT WALLS
FIGURE 611.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
317<\/td>\nFIGURE 611.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
319<\/td>\nTABLE 611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d <\/td>\n<\/tr>\n
320<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
321<\/td>\nTABLE 611.8(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
322<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
323<\/td>\nTABLE 611.8(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
324<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
325<\/td>\nTABLE 611.8(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
326<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
327<\/td>\nTABLE 611.8(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
328<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
329<\/td>\nTABLE 611.8(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
330<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
331<\/td>\nTABLE 611.8(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
332<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
333<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
334<\/td>\nTABLE 611.8(9)\u2014continued 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 <\/td>\n<\/tr>\n
336<\/td>\nFIGURE 611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
337<\/td>\nTABLE 611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c <\/td>\n<\/tr>\n
338<\/td>\nFIGURE 611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
339<\/td>\nTABLE 611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b <\/td>\n<\/tr>\n
340<\/td>\nFIGURE 611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
341<\/td>\nTABLE 611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
342<\/td>\nFIGURE 611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
343<\/td>\nTABLE 611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
344<\/td>\nFIGURE 611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
345<\/td>\nTABLE 611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d <\/td>\n<\/tr>\n
346<\/td>\nFIGURE 611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
347<\/td>\nTABLE 611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c, d <\/td>\n<\/tr>\n
348<\/td>\nFIGURE 611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
349<\/td>\nTABLE 611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
350<\/td>\nFIGURE 611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
351<\/td>\nTABLE 611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
352<\/td>\nFIGURE 611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
353<\/td>\nTABLE 611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
354<\/td>\nFIGURE 611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
355<\/td>\nTABLE 611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
356<\/td>\nFIGURE 611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
357<\/td>\nTABLE 611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
358<\/td>\nFIGURE 611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
359<\/td>\nTABLE 611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
360<\/td>\nSECTION 612 EXTERIOR WINDOWS AND DOORS
FIGURE 612.8(1) THROUGH THE FRAME <\/td>\n<\/tr>\n
361<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
362<\/td>\nFIGURE 612.8(6) THROUGH THE FLANGE
FIGURE 612.8(7) FRAME CLIP
FIGURE 612.8(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
363<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
364<\/td>\nFIGURE 613.4 SIP WALL PANEL <\/td>\n<\/tr>\n
365<\/td>\nTABLE 613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches) <\/td>\n<\/tr>\n
366<\/td>\nTABLE 613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches) <\/td>\n<\/tr>\n
367<\/td>\nFIGURE 613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE 613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n
368<\/td>\nFIGURE 613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE 613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION <\/td>\n<\/tr>\n
369<\/td>\nFIGURE 613.5(5) SIP WALL TO WALL BALLOON FRAME CONNECTION
FIGURE 613.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n
370<\/td>\nFIGURE 613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT
FIGURE 613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS <\/td>\n<\/tr>\n
371<\/td>\nFIGURE 613.9 SIP CORNER FRAMING DETAIL
TABLE 613.10 MAXIMUM SPANS FOR 117\/8 INCH DEEP SIP HEADERS (feet) <\/td>\n<\/tr>\n
373<\/td>\nCHAPTER 7 WALL COVERING
SECTION 701 GENERAL
SECTION 702 INTERIOR COVERING
TABLE 702.1(1) THICKNESS OF PLASTER
TABLE 702.1(2) GYPSUM PLASTER PROPORTIONSa <\/td>\n<\/tr>\n
374<\/td>\nTABLE 702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
TABLE 702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
376<\/td>\nTABLE 702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 703 EXTERIOR COVERING <\/td>\n<\/tr>\n
378<\/td>\nTABLE 703.4 WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
379<\/td>\nTABLE 703.4\u2014continued WEATHER\u2013RESISTANT 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) <\/td>\n<\/tr>\n
381<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
382<\/td>\nFIGURE 703.7 MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
383<\/td>\nFIGURE 703.7\u2014continued MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
384<\/td>\nFIGURE 703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
385<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
386<\/td>\nFIGURE 703.7.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n
389<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION 801 GENERAL
SECTION 802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
391<\/td>\nTABLE 802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
392<\/td>\nTABLE 802.4(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
393<\/td>\nTABLE 802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
394<\/td>\nTABLE 802.4(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
395<\/td>\nTABLE 802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
396<\/td>\nTABLE 802.5.1(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
397<\/td>\nTABLE 802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
398<\/td>\nTABLE 802.5.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
399<\/td>\nTABLE 802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
400<\/td>\nTABLE 802.5.1(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
401<\/td>\nTABLE 802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
402<\/td>\nTABLE 802.5.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
403<\/td>\nTABLE 802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
404<\/td>\nTABLE 802.5.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
405<\/td>\nTABLE 802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
406<\/td>\nTABLE 802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
407<\/td>\nTABLE 802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
408<\/td>\nTABLE 802.5.1(7)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
409<\/td>\nTABLE 802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
410<\/td>\nTABLE 802.5.1(8)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa (Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
411<\/td>\nTABLE 802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, d, e, f, h <\/td>\n<\/tr>\n
412<\/td>\nFIGURE 802.5.1 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
414<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
415<\/td>\nSECTION 804 STEEL ROOF FRAMING
TABLE 804.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
416<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
417<\/td>\nFIGURE 804.2(1) C-SHAPED SECTION
FIGURE 804.2(2) TRACK SECTION <\/td>\n<\/tr>\n
418<\/td>\nFIGURE 804.2.5.1 WEB HOLES
FIGURE 804.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
419<\/td>\nFIGURE 804.3 STEEL ROOF CONSTRUCTION
TABLE 804.3 ROOF FRAMING FASTENING SCHEDULEa, b <\/td>\n<\/tr>\n
420<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
421<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
422<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
423<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
424<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
425<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
426<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
427<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
428<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
429<\/td>\nFIGURE 804.3.1.1(2) BEARING STIFFENER <\/td>\n<\/tr>\n
430<\/td>\nFIGURE 804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL <\/td>\n<\/tr>\n
431<\/td>\nFIGURE 804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING
FIGURE 804.3.1.5 SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
432<\/td>\nTABLE 804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
433<\/td>\nTABLE 804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 ksi STEEL <\/td>\n<\/tr>\n
434<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
435<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
436<\/td>\nTABLE 804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL
TABLE 804.3.3.3 HIP SUPPORT COLUMN SIZES <\/td>\n<\/tr>\n
437<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
438<\/td>\nTABLE 804.3.3.4(2) CONNECTION REQUIREMENTSHIP MEMBER TO HIP SUPPORT COLUMN
FIGURE 804.3.3.4(2) HIP SUPPORT COLUMN <\/td>\n<\/tr>\n
439<\/td>\nTABLE 804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL
FIGURE 804.3.3.4(3) HIP CONNECTIONS AT RIDGE <\/td>\n<\/tr>\n
440<\/td>\nFIGURE 804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN <\/td>\n<\/tr>\n
441<\/td>\nFIGURE 804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER <\/td>\n<\/tr>\n
442<\/td>\nFIGURE 804.3.6(1) ROOF OR CEILING OPENING
FIGURE 804.3.6(2) HEADER TO TRIMMER CONNECTION <\/td>\n<\/tr>\n
443<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
444<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
445<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
446<\/td>\nFIGURE 804.3.8(3) ROOF BLOCKING DETAIL
SECTION 805 CEILING FINISHES
SECTION 806 ROOF VENTILATION <\/td>\n<\/tr>\n
447<\/td>\nTABLE 806.4 INSULATION FOR CONDENSATION CONTROL
SECTION 807 ATTIC ACCESS <\/td>\n<\/tr>\n
449<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION 901 GENERAL
SECTION 902 ROOF CLASSIFICATION
SECTION 903 WEATHER PROTECTION
SECTION 904 MATERIALS <\/td>\n<\/tr>\n
450<\/td>\nFIGURE 903.5 HAIL EXPOSURE MAP <\/td>\n<\/tr>\n
451<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
452<\/td>\nTABLE 905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
453<\/td>\nTABLE 905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
454<\/td>\nTABLE 905.6.5 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
455<\/td>\nTABLE 905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
456<\/td>\nTABLE 905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
457<\/td>\nTABLE 905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE 905.10.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
458<\/td>\nTABLE 905.10.3(1) METAL ROOF COVERINGS STANDARDS
TABLE 905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
459<\/td>\nSECTION 906 ROOF INSULATION
TABLE 906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 907 REROOFING <\/td>\n<\/tr>\n
461<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION 1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
462<\/td>\nTABLE 1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
463<\/td>\nFIGURE 1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
464<\/td>\nFIGURE 1001.11 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
465<\/td>\nSECTION 1002 MASONRY HEATERS
SECTION 1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
467<\/td>\nTABLE 1003.14(1) NET CROSS\u2013SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 1003.14(2) NET CROSS\u2013SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
468<\/td>\nFIGURE 1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
469<\/td>\nFIGURE 1003.18 CLEARANCE FROM COMBUSTIBLES
TABLE 1003.20 CRICKET DIMENSIONS
FIGURE 1003.20 CHIMNEY CRICKET <\/td>\n<\/tr>\n
470<\/td>\nSECTION 1004 FACTORY-BUILT FIREPLACES
SECTION 1005 FACTORY-BUILT CHIMNEYS
SECTION 1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
471<\/td>\nPART 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 <\/td>\n<\/tr>\n
472<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
473<\/td>\nTABLE 1102.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
TABLE 1102.1.2 EQUIVALENT U-FACTORSa <\/td>\n<\/tr>\n
474<\/td>\nTABLE 1102.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE) <\/td>\n<\/tr>\n
476<\/td>\nTABLE 1102.4.2 AIR BARRIER AND INSULATION INSPECTION
SECTION 1103 SYSTEMS <\/td>\n<\/tr>\n
477<\/td>\nSECTION 1104 LIGHTING SYSTEMS
SECTION 1105 OHIO HOME BUILDERS ASSOCIATION (OHBA) ALTERNATIVE ENERGY CODE OPTION <\/td>\n<\/tr>\n
478<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
479<\/td>\nTABLE 1105.2.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a
TABLE 1105.2.1.2 EQUIVALENT U-FACTORS <\/td>\n<\/tr>\n
480<\/td>\nTABLE 1105.2.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE <\/td>\n<\/tr>\n
482<\/td>\nTABLE 1105.3.2.2(a) POST-CONSTRUCTION DUCT TIGHTNESS TESTING
TABLE 1105.3.2.2(b) ROUGH-IN DUCT TIGHTNESS TESTING <\/td>\n<\/tr>\n
485<\/td>\nPART V – MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION 1201 GENERAL
SECTION 1202 EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
487<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
488<\/td>\nSECTION 1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
SECTION 1307 APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
489<\/td>\nTABLE 1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, c, d, e, f, g, h, I, j, k, l <\/td>\n<\/tr>\n
490<\/td>\nFIGURE 1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE 1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
491<\/td>\nSECTION 1308 MECHANICAL SYSTEMS INSTALLATION <\/td>\n<\/tr>\n
493<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
494<\/td>\nSECTION 1407 DUCT HEATERS
SECTION 1408 VENTED FLOOR FURNACES
SECTION 1409 VENTED WALL FURNACES <\/td>\n<\/tr>\n
495<\/td>\nSECTION 1410 VENTED ROOM HEATERS
SECTION 1411 HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n
496<\/td>\nSECTION 1412 ABSORPTION COOLING EQUIPMENT
SECTION 1413 EVAPORATIVE COOLING EQUIPMENT
SECTION 1414 FIREPLACE STOVES
SECTION 1415 MASONRY HEATERS <\/td>\n<\/tr>\n
497<\/td>\nCHAPTER 15 EXHAUST SYSTEMS
SECTION 1501 GENERAL
SECTION 1502 CLOTHES DRYER EXHAUST
TABLE 1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH <\/td>\n<\/tr>\n
498<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
499<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
501<\/td>\nSECTION 1602 RETURN AIR <\/td>\n<\/tr>\n
503<\/td>\nCHAPTER 17 COMBUSTION AIR
SECTION 1701 GENERAL <\/td>\n<\/tr>\n
505<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION 1801 GENERAL
SECTION 1802 VENT COMPONENTS <\/td>\n<\/tr>\n
506<\/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
507<\/td>\nSECTION 1804 VENTS
TABLE 1804.1 VENT SELECTION CHART
SECTION 1805 MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
509<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
511<\/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
SECTION 2005 WATER HEATERS <\/td>\n<\/tr>\n
512<\/td>\nTABLE 2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
SECTION 2006 POOL HEATERS <\/td>\n<\/tr>\n
513<\/td>\nCHAPTER 21 HYDRONIC PIPING
SECTION 2101 HYDRONIC PIPING SYSTEMS INSTALLATION
SECTION 2102 BASEBOARD CONVECTORS
SECTION 2103 FLOOR HEATING SYSTEMS <\/td>\n<\/tr>\n
514<\/td>\nTABLE 2101.1 HYDRONIC PIPING MATERIALS <\/td>\n<\/tr>\n
515<\/td>\nTABLE 2101.9 HANGER SPACING INTERVALS
SECTION 2104 LOW TEMPERATURE PIPING <\/td>\n<\/tr>\n
516<\/td>\nSECTION 2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING <\/td>\n<\/tr>\n
517<\/td>\nCHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION 2201 OIL TANKS
SECTION 2202 OIL PIPING, FITTING AND CONNECTIONS
SECTION 2203 INSTALLATION <\/td>\n<\/tr>\n
518<\/td>\nSECTION 2204 OIL PUMPS AND VALVES <\/td>\n<\/tr>\n
519<\/td>\nCHAPTER 23 SOLAR SYSTEMS
SECTION 2301 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
521<\/td>\nPART VI – FUEL GAS
CHAPTER 24 FUEL GAS
SECTION 2401 GENERAL
SECTION 2402 GENERAL
SECTION 2403 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
527<\/td>\nSECTION 2404 GENERAL
SECTION 2405 STRUCTURAL SAFETY
SECTION 2406 APPLIANCE LOCATION <\/td>\n<\/tr>\n
528<\/td>\nSECTION 2407 COMBUSTION, VENTILATION AND DILUTION AIR
EQUATION 24-1
EQUATION 24-2 <\/td>\n<\/tr>\n
529<\/td>\nFIGURE 2407.5.3 ALL AIR FROM INSIDE THE BUILDING
FIGURE 2407.6.2 SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS <\/td>\n<\/tr>\n
530<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
531<\/td>\nFIGURE 2407.6.1(3) ALL AIR FROM OUTDOORS <\/td>\n<\/tr>\n
532<\/td>\nSECTION 2408 INSTALLATION
SECTION 2409 CLEARANCE REDUCTION <\/td>\n<\/tr>\n
533<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
534<\/td>\nFIGURE 2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
535<\/td>\nTABLE 2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
536<\/td>\nSECTION 2410 ELECTRICAL
SECTION 2411 ELECTRICAL BONDING
SECTION 2412 GENERAL
SECTION 2413 PIPE SIZING <\/td>\n<\/tr>\n
537<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
538<\/td>\nTABLE 2413.4(1) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
539<\/td>\nTABLE 2413.4(2) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
540<\/td>\nTABLE 2413.4(3) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
541<\/td>\nTABLE 2413.4(4) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
542<\/td>\nTABLE 2413.4(5) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
543<\/td>\nTABLE 2413.4(6) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
544<\/td>\nTABLE 2413.4(7) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
545<\/td>\nTABLE 2413.4(8) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
546<\/td>\nTABLE 2413.4(9) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
547<\/td>\nTABLE 2413.4(10) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
548<\/td>\nTABLE 2413.4(11) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
549<\/td>\nTABLE 2413.4(12) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
550<\/td>\nTABLE 2413.4(13) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
551<\/td>\nTABLE 2413.4(14) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
552<\/td>\nTABLE 2413.4(15) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
553<\/td>\nTABLE 2413.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
554<\/td>\nTABLE 2413.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
555<\/td>\nTABLE 2413.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
556<\/td>\nTABLE 2413.4(19) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
557<\/td>\nTABLE 2413.4(20) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
558<\/td>\nTABLE 2413.4(21) POLYETHYLENE PLASTIC TUBING
SECTION 2414 PIPING MATERIALS <\/td>\n<\/tr>\n
559<\/td>\nTABLE 2414.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
560<\/td>\nSECTION 2415 PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
562<\/td>\nSECTION 2416 PIPING BENDS AND CHANGES IN DIRECTION
SECTION 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
SECTION 2420 GAS SHUTOFF VALVES <\/td>\n<\/tr>\n
565<\/td>\nTABLE 2420.1.1 MANUAL GAS VALVE STANDARDS
SECTION 2421 FLOW CONTROLS <\/td>\n<\/tr>\n
566<\/td>\nSECTION 2422 APPLIANCE CONNECTIONS
SECTION 2423 CNG GAS-DISPENSING SYSTEMS
SECTION 2424 PIPING SUPPORT INTERVALS
TABLE 2424.1 SUPPORT OF PIPING <\/td>\n<\/tr>\n
567<\/td>\nSECTION 2425 GENERAL <\/td>\n<\/tr>\n
568<\/td>\nSECTION 2426 VENTS
SECTION 2427 VENTING OF APPLIANCES <\/td>\n<\/tr>\n
569<\/td>\nTABLE 2427.4 TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
570<\/td>\nFIGURE 2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
573<\/td>\nFIGURE 2427.6.3 GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL <\/td>\n<\/tr>\n
575<\/td>\nTABLE 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 IAPPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
579<\/td>\nTABLE 2428.2(1) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
580<\/td>\nTABLE 2428.2(1)\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
581<\/td>\nTABLE 2428.2(2) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
582<\/td>\nTABLE 2428.2(2)\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
584<\/td>\nTABLE 2428.3(1) TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
585<\/td>\nTABLE 2428.3(2) TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
586<\/td>\nTABLE 2428.3(3) MASONRY CHIMNEY <\/td>\n<\/tr>\n
587<\/td>\nTABLE 2428.3(4) MASONRY CHIMNEY <\/td>\n<\/tr>\n
588<\/td>\nTABLE 2428.3.2 MAXIMUM VENT CONNECTOR LENGTH <\/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 <\/td>\n<\/tr>\n
591<\/td>\nSECTION 2437 FLOOR FURNACES
SECTION 2438 CLOTHES DRYERS
SECTION 2439 CLOTHES DRYER EXHAUST <\/td>\n<\/tr>\n
592<\/td>\nSECTION 2440 SAUNA HEATERS
TABLE 2439.5.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH <\/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 <\/td>\n<\/tr>\n
595<\/td>\nSECTION 2447 COOKING APPLIANCES
SECTION 2448 WATER HEATERS
SECTION 2449 AIR CONDITIONING APPLIANCES
SECTION 2450 ILLUMINATING APPLIANCES
SECTION 2451 INFRARED RADIANT HEATERS <\/td>\n<\/tr>\n
596<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
597<\/td>\nPART VII – PLUMBING
CHAPTER 25 PLUMBING SYSTEMS <\/td>\n<\/tr>\n
599<\/td>\nCHAPTERS 26 \u2013 28 NOT USED. REFER TO CHAPTER 25 <\/td>\n<\/tr>\n
601<\/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
TABLE 2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n
602<\/td>\nFIGURE 2903.10 TYPICAL FROSTPROOF HOSE BIB INSTALATION NOT REQUIRING SEPARATE VALUE <\/td>\n<\/tr>\n
603<\/td>\nEQUATION 29-1 <\/td>\n<\/tr>\n
604<\/td>\nSECTION 2905 MATERIALS, JOINTS AND CONNECTIONS
SECTION 2906 CHANGES IN DIRECTION
SECTION 2907 SUPPORT
SECTION 2908 DRINKING WATER TREATMENT UNITS <\/td>\n<\/tr>\n
605<\/td>\nTABLE 2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a,b <\/td>\n<\/tr>\n
606<\/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
607<\/td>\nTABLE 2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBI <\/td>\n<\/tr>\n
608<\/td>\nTABLE 2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
609<\/td>\nTABLE 2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
610<\/td>\nTABLE 2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
611<\/td>\nTABLE 2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX TUBING <\/td>\n<\/tr>\n
612<\/td>\nTABLE 2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING <\/td>\n<\/tr>\n
613<\/td>\nCHAPTERS 30 \u2013 33 NOT USED. REFER TO CHAPTER 25 <\/td>\n<\/tr>\n
615<\/td>\nCHAPTER 34 GENERAL REQUIREMENTS
SECTION 3401 ELECTRICAL <\/td>\n<\/tr>\n
617<\/td>\nCHAPTER 35 \u2013 43 NOT USED. REFER TO CHAPTER 34 <\/td>\n<\/tr>\n
619<\/td>\nPART IX – REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
AAMA
ACI
ACCA <\/td>\n<\/tr>\n
620<\/td>\nAFPA
AISI
AITC
ANSI <\/td>\n<\/tr>\n
621<\/td>\nAPA
ASCE\/SEI
ASHRAE <\/td>\n<\/tr>\n
622<\/td>\nASME
ASTM <\/td>\n<\/tr>\n
626<\/td>\nAWPA <\/td>\n<\/tr>\n
627<\/td>\nCGSB
CPA
CPSC
CSA
CSSB <\/td>\n<\/tr>\n
628<\/td>\nDASMA
DOC
DOTn
FEMA
FM
GA <\/td>\n<\/tr>\n
629<\/td>\nHPVA
ICC
ISO
MSS
NAIMA
NCMA <\/td>\n<\/tr>\n
630<\/td>\nNFPA
NFRC
PCA
SMACNA
TMS <\/td>\n<\/tr>\n
631<\/td>\nTPI
UL <\/td>\n<\/tr>\n
632<\/td>\nULC
US-FTC
WDMA <\/td>\n<\/tr>\n
633<\/td>\nINDEX <\/td>\n<\/tr>\n
643<\/td>\nSERVICES OF THE ICC <\/td>\n<\/tr>\n
644<\/td>\nGET IMMEDIATE DOWNLOADS OF THE STANDARDS YOU NEED
HELPFUL LINKS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Residential Code of Ohio<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
OH<\/b><\/a><\/td>\n2013<\/td>\n644<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":136067,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2727],"product_tag":[],"class_list":{"0":"post-136064","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\/136064","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\/136067"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=136064"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=136064"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=136064"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}