{"id":73149,"date":"2024-10-17T16:29:45","date_gmt":"2024-10-17T16:29:45","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/oh-buildingcode-2011\/"},"modified":"2024-10-24T19:09:16","modified_gmt":"2024-10-24T19:09:16","slug":"oh-buildingcode-2011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/oh\/oh-buildingcode-2011\/","title":{"rendered":"OH BuildingCode 2011"},"content":{"rendered":"

This is a fully integrated code based on the 2009 International Building Code<\/i>.<\/span><\/span><\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2011 OHIO BUILDING CODE <\/td>\n<\/tr>\n
2<\/td>\n2011 OHIO BUILDING CODE TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
12<\/td>\nCHAPTER 1: ADMINISTRATION
SECTION 101 GENERAL <\/td>\n<\/tr>\n
13<\/td>\nSECTION 102 APPLICABILITY AND JURISDICTIONAL AUTHORITY <\/td>\n<\/tr>\n
15<\/td>\nSECTION 103 CERTIFIED BUILDING DEPARTMENTS, PERSONNEL, AND APPEALS BOARDS <\/td>\n<\/tr>\n
30<\/td>\nSECTION 104 DUTIES AND RESPONSIBILITIES <\/td>\n<\/tr>\n
32<\/td>\nSECTION 105 APPROVALS <\/td>\n<\/tr>\n
33<\/td>\nSECTION 106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
36<\/td>\nSECTION 107 PLAN APPROVAL PROCESS <\/td>\n<\/tr>\n
38<\/td>\nSECTION 108 INSPECTION PROCESS <\/td>\n<\/tr>\n
40<\/td>\nSECTION 109 ORDERS, VIOLATIONS, AND UNSAFE BUILDINGS <\/td>\n<\/tr>\n
41<\/td>\nSECTION 110 APPEALS <\/td>\n<\/tr>\n
42<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
43<\/td>\nSECTION 112 CHANGES TO THE CODE
SECTION 113 INDUSTRIALIZED UNITS <\/td>\n<\/tr>\n
45<\/td>\nSECTION 114 PRODUCTS AND MATERIALS <\/td>\n<\/tr>\n
47<\/td>\nTABLE 114.3
SECTION 115 CONSTRUCTION DOCUMENTS EXAMINATION AND INSPECTION FEES <\/td>\n<\/tr>\n
48<\/td>\nTABLE 115.2
TABLE 115.3
SECTION 116 BOARD COMMITTEES <\/td>\n<\/tr>\n
50<\/td>\nCHAPTER 2: DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
64<\/td>\nCHAPTER 3: USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
65<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
66<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
67<\/td>\nTABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
68<\/td>\nTABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
69<\/td>\nTABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
74<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
75<\/td>\nSECTION 309 MERCANTILE GROUP M <\/td>\n<\/tr>\n
76<\/td>\nSECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
77<\/td>\nSECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
78<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
80<\/td>\nCHAPTER 4: SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
EQUATION 4-1 <\/td>\n<\/tr>\n
83<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
84<\/td>\nTABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
86<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
87<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
88<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
90<\/td>\nTABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
92<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
93<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
95<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
96<\/td>\nSECTION 410 STAGES AND PLATFORMS <\/td>\n<\/tr>\n
97<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS <\/td>\n<\/tr>\n
98<\/td>\nSECTION 412 AIRCRAFT-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
99<\/td>\nTABLE 412.3.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
100<\/td>\nTABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
101<\/td>\nSECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
102<\/td>\nTABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
103<\/td>\nTABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS
TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA <\/td>\n<\/tr>\n
104<\/td>\nTABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS <\/td>\n<\/tr>\n
105<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
108<\/td>\nTABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
109<\/td>\nTABLE 415.3.1\u2014continued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
110<\/td>\nTABLE 415.3.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
114<\/td>\nTABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 <\/td>\n<\/tr>\n
117<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
118<\/td>\nSECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS
SECTION 419 LIVE\/WORK UNITS <\/td>\n<\/tr>\n
119<\/td>\nSECTION 420 GROUPS I-1, R-1, R-2, R-3
SECTION 421 HYDROGEN CUTOFF ROOMS <\/td>\n<\/tr>\n
120<\/td>\nSECTION 422 AMBULATORY HEALTH CARE FACILITIES
SECTION 423 STORM SHELTERS <\/td>\n<\/tr>\n
122<\/td>\nCHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
SECTION 504 BUILDING HEIGHT <\/td>\n<\/tr>\n
123<\/td>\nTABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREAS <\/td>\n<\/tr>\n
124<\/td>\nSECTION 505 MEZZANINES <\/td>\n<\/tr>\n
125<\/td>\nSECTION 506 BUILDING AREA MODIFICATIONS
EQUATION 5-1
EQUATION 5-2 <\/td>\n<\/tr>\n
126<\/td>\nSECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
127<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
128<\/td>\nTABLE 508.2.5 INCIDENTAL ACCESSORY OCCUPANCIES <\/td>\n<\/tr>\n
129<\/td>\nSECTION 509 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
130<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES <\/td>\n<\/tr>\n
134<\/td>\nCHAPTER 6: TYPES OF CONSTRUCTION
SECTION 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS
SECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
135<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
TABLE 602.4 WOOD MEMBER SIZE <\/td>\n<\/tr>\n
136<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n
138<\/td>\nCHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 DEFINITIONS <\/td>\n<\/tr>\n
139<\/td>\nSECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
140<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
142<\/td>\nSECTION 705 EXTERIOR WALLS
EQUATION 7-1 <\/td>\n<\/tr>\n
143<\/td>\nFIGURE 705.7 EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n
144<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
145<\/td>\nEQUATION 7-2 <\/td>\n<\/tr>\n
146<\/td>\nSECTION 706 FIRE WALLS
TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
148<\/td>\nSECTION 707 FIRE BARRIERS
TABLE 707.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
149<\/td>\nSECTION 708 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
153<\/td>\nSECTION 709 FIRE PARTITIONS
SECTION 710 SMOKE BARRIERS <\/td>\n<\/tr>\n
154<\/td>\nSECTION 711 SMOKE PARTITIONS
SECTION 712 HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
155<\/td>\nSECTION 713 PENETRATIONS <\/td>\n<\/tr>\n
158<\/td>\nSECTION 714 FIRE-RESISTANT JOINT SYSTEMS
SECTION 715 OPENING PROTECTIVES <\/td>\n<\/tr>\n
159<\/td>\nTABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
161<\/td>\nTABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
162<\/td>\nTABLE 715.5.4 LIMITING SIZES OF WIRED GLASS PANELS
SECTION 716 DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n
163<\/td>\nTABLE 716.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
166<\/td>\nSECTION 717 CONCEALED SPACES <\/td>\n<\/tr>\n
168<\/td>\nSECTION 718 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
169<\/td>\nSECTION 720 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
170<\/td>\nSECTION 721 CALCULATED FIRE RESISTANCE
TABLE 721.2.1.1 MINIMUM EQUIVALENT THICKNESS OFCAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING <\/td>\n<\/tr>\n
171<\/td>\nTABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
172<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIAL <\/td>\n<\/tr>\n
173<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
174<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
175<\/td>\nTABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
176<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
177<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
178<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
179<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
180<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
181<\/td>\nTABLE 720.1(2)\u2014continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
182<\/td>\nTABLE 720.1(2)\u2014continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
183<\/td>\nTABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
184<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
185<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
186<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
187<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
188<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
189<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
190<\/td>\nTABLE 720.1(3)\u2014continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
191<\/td>\nTABLE 720.1(3) NOTES
EQUATION 7-3
EQUATION 7-4 <\/td>\n<\/tr>\n
192<\/td>\nTABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON RO.59
FIGURE 721.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
TABLE 721.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 <\/td>\n<\/tr>\n
193<\/td>\nTABLE 721.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION <\/td>\n<\/tr>\n
194<\/td>\nTABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
195<\/td>\nFIGURE 721.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
EQUATION 7-5
FIGURE 721.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
FIGURE 721.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
196<\/td>\nFIGURE 721.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 721.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES <\/td>\n<\/tr>\n
197<\/td>\nTABLE 721.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 721.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH <\/td>\n<\/tr>\n
198<\/td>\nTABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
TABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) <\/td>\n<\/tr>\n
199<\/td>\nTABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
200<\/td>\nEQUATION 7-7
TABLE 721.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 721.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches)
EQUATION 7-8 <\/td>\n<\/tr>\n
201<\/td>\nTABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 721.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
EQUATION 7-9
EQUATION 7-10 <\/td>\n<\/tr>\n
202<\/td>\nTABLE 721.4.1(3) VALUES OF Rn0.59
TABLE 721.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 721.4.1(5) REINFORCED MASONRY LINTELS
TABLE 721.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-11 <\/td>\n<\/tr>\n
203<\/td>\nFIGURE 721.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
FIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 721.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
204<\/td>\nFIGURE 721.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 721.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
EQUATION 7-12
FIGURE 721.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS
FIGURE 721.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
205<\/td>\nEQUATION 7-13
EQUATION 7-14
EQUATION 7-15 <\/td>\n<\/tr>\n
206<\/td>\nEQUATION 7-16
FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17 <\/td>\n<\/tr>\n
207<\/td>\nTABLE 721.5.1(1) W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
208<\/td>\nTABLE 721.5.1(2) PROPERTIES OF CONCRETE
TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS <\/td>\n<\/tr>\n
209<\/td>\nTABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
210<\/td>\nTABLE 721.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
211<\/td>\nTABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
212<\/td>\nTABLE 721.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
213<\/td>\nTABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
214<\/td>\nTABLE 721.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)]
TABLE 721.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)] <\/td>\n<\/tr>\n
215<\/td>\nTABLE 721.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)]
TABLE 721.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERS [FIGURE 721.5.1(6)(a)] <\/td>\n<\/tr>\n
216<\/td>\nTABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d <\/td>\n<\/tr>\n
217<\/td>\nTABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 721.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 721.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
218<\/td>\nEQUATION 7-18
EQUATION 7-19
EQUATION 7-20
EQUATION 7-21
FIGURE 721.6.3(1) LOAD FIGURE
FIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS <\/td>\n<\/tr>\n
220<\/td>\nCHAPTER 8: INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
222<\/td>\nTABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY <\/td>\n<\/tr>\n
223<\/td>\nSECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
224<\/td>\nSECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
226<\/td>\nCHAPTER 9: FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL <\/td>\n<\/tr>\n
227<\/td>\nSECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
229<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
230<\/td>\nTABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
232<\/td>\nTABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
234<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
236<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
238<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE FIRE CODE <\/td>\n<\/tr>\n
239<\/td>\nTABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH <\/td>\n<\/tr>\n
240<\/td>\nSECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
249<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
250<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
251<\/td>\nEQUATION 9-1
EQUATION 9-2 <\/td>\n<\/tr>\n
252<\/td>\nEQUATION 9-3 <\/td>\n<\/tr>\n
256<\/td>\nSECTION 910 SMOKE AND HEAT VENTS <\/td>\n<\/tr>\n
257<\/td>\nTABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTS <\/td>\n<\/tr>\n
258<\/td>\nEQUATION 9-4 <\/td>\n<\/tr>\n
259<\/td>\nSECTION 911 FIRE COMMAND CENTER
SECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
260<\/td>\nSECTION 913 FIRE PUMPS
SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES <\/td>\n<\/tr>\n
261<\/td>\nSECTION 915 EMERGENCY RESPONDER RADIO COVERAGE <\/td>\n<\/tr>\n
262<\/td>\nCHAPTER 10: MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS <\/td>\n<\/tr>\n
263<\/td>\nSECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
264<\/td>\nSECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
265<\/td>\nTABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
266<\/td>\nSECTION 1005 EGRESS WIDTH
SECTION 1006 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
267<\/td>\nSECTION 1007 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
269<\/td>\nSECTION 1008 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
270<\/td>\nTABLE 1008.1.4.1 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
275<\/td>\nSECTION 1009 STAIRWAYS <\/td>\n<\/tr>\n
278<\/td>\nSECTION 1010 RAMPS <\/td>\n<\/tr>\n
279<\/td>\nSECTION 1011 EXIT SIGNS <\/td>\n<\/tr>\n
280<\/td>\nSECTION 1012 HANDRAILS <\/td>\n<\/tr>\n
281<\/td>\nSECTION 1013 GUARDS <\/td>\n<\/tr>\n
282<\/td>\nSECTION 1014 EXIT ACCESS <\/td>\n<\/tr>\n
284<\/td>\nSECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
285<\/td>\nSECTION 1016 EXIT ACCESS TRAVEL DISTANCE
TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
286<\/td>\nSECTION 1017 AISLES
SECTION 1018 CORRIDORS <\/td>\n<\/tr>\n
287<\/td>\nTABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
288<\/td>\nSECTION 1019 EGRESS BALCONIES
SECTION 1020 EXITS
SECTION 1021 NUMBER OF EXITS AND CONTINUITY
TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD <\/td>\n<\/tr>\n
289<\/td>\nTABLE 1021.2 STORIES WITH ONE EXIT
SECTION 1022 EXIT ENCLOSURES <\/td>\n<\/tr>\n
291<\/td>\nSECTION 1023 EXIT PASSAGEWAYS
SECTION 1024 LUMINOUS EGRESS PATH MARKINGS
SECTION 1025 HORIZONTAL EXITS <\/td>\n<\/tr>\n
292<\/td>\nSECTION 1026 EXTERIOR EXIT RAMPS AND STAIRWAYS <\/td>\n<\/tr>\n
293<\/td>\nSECTION 1027 EXIT DISCHARGE <\/td>\n<\/tr>\n
294<\/td>\nSECTION 1028 ASSEMBLY <\/td>\n<\/tr>\n
295<\/td>\nTABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
297<\/td>\nTABLE 1028.10.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
298<\/td>\nSECTION 1029 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
300<\/td>\nCHAPTER 11: ACCESSIBILITY
SECTION 1101 GENERAL
SECTION 1102 DEFINITIONS
SECTION 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
301<\/td>\nSECTION 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
302<\/td>\nSECTION 1105 ACCESSIBLE ENTRANCES <\/td>\n<\/tr>\n
303<\/td>\nSECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
TABLE 1106.1 ACCESSIBLE PARKING SPACES
SECTION 1107 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
305<\/td>\nTABLE 1107.6.1.1 ACCESSIBLE DWELLING AND SLEEPING UNITS <\/td>\n<\/tr>\n
307<\/td>\nSECTION 1108 SPECIAL OCCUPANCIES
TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES <\/td>\n<\/tr>\n
308<\/td>\nTABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES <\/td>\n<\/tr>\n
309<\/td>\nSECTION 1109 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
311<\/td>\nTABLE 1109.11.2 ACCESSIBLE CHECK-OUT AISLES <\/td>\n<\/tr>\n
312<\/td>\nSECTION 1110 SIGNAGE <\/td>\n<\/tr>\n
314<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
315<\/td>\nSECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING <\/td>\n<\/tr>\n
316<\/td>\nSECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
317<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 SURROUNDING MATERIALS <\/td>\n<\/tr>\n
318<\/td>\nCHAPTER 13: ENERGY EFFICIENCY
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
320<\/td>\nCHAPTER 14: EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
321<\/td>\nSECTION 1404 MATERIALS <\/td>\n<\/tr>\n
322<\/td>\nSECTION 1405 INSTALLATION OF WALL COVERINGS
TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
TABLE 1405.3.1 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
326<\/td>\nSECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS <\/td>\n<\/tr>\n
327<\/td>\nSECTION 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
328<\/td>\nSECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) <\/td>\n<\/tr>\n
330<\/td>\nCHAPTER 15: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
331<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
332<\/td>\nTABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION
SECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
SECTION 1506 MATERIALS <\/td>\n<\/tr>\n
333<\/td>\nSECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
TABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a
TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 <\/td>\n<\/tr>\n
334<\/td>\nTABLE 1507.2.9.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
336<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
337<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
338<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
339<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
340<\/td>\nTABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
341<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
342<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
SECTION 1508 ROOF INSULATION
TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION <\/td>\n<\/tr>\n
343<\/td>\nSECTION 1509 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
344<\/td>\nSECTION 1510 REROOFING <\/td>\n<\/tr>\n
346<\/td>\nCHAPTER 16: STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
347<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
348<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS
TABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
350<\/td>\nTABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
351<\/td>\nSECTION 1605 LOAD COMBINATIONS
EQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
EQUATION 16-7
EQUATION 16-8
EQUATION 16-9
EQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15 <\/td>\n<\/tr>\n
352<\/td>\nEQUATION 16-16
EQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
353<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
354<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS <\/td>\n<\/tr>\n
355<\/td>\nEQUATION 16-22
TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL <\/td>\n<\/tr>\n
356<\/td>\nEQUATION 16-23
EQUATION 16-24
EQUATION 16-25 <\/td>\n<\/tr>\n
357<\/td>\nEQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31 <\/td>\n<\/tr>\n
358<\/td>\nSECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
359<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg (psf) <\/td>\n<\/tr>\n
360<\/td>\nFIGURE 1609 BASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
361<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d
TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDS
EQUATION 16-32 <\/td>\n<\/tr>\n
362<\/td>\nEQUATION 16-33 <\/td>\n<\/tr>\n
363<\/td>\nEQUATION 16-34
TABLE 1609.6.2(1) WIND STAGNATION PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEETa <\/td>\n<\/tr>\n
364<\/td>\nTABLE 1609.6.2(2) NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
365<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
366<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
367<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
368<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b
SECTION 1610 S OIL LATERAL LOADS
SECTION 1611 RAIN LOADS
EQUATION 16-35 <\/td>\n<\/tr>\n
369<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
370<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
372<\/td>\nSECTION 1613 EARTHQUAKE LOADS
EQUATION 16-36
EQUATION 16-37
EQUATION 16-38
EQUATION 16-39 <\/td>\n<\/tr>\n
373<\/td>\nEQUATION 16-40
EQUATION 16-41
EQUATION 16-42
EQUATION 16-43 <\/td>\n<\/tr>\n
374<\/td>\nTABLE 1613.5.6(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD RESPONSE ACCELERATIONS
TABLE 1613.5.6(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
375<\/td>\nEQUATION 16-44
EQUATION 16-45 <\/td>\n<\/tr>\n
376<\/td>\nSECTION 1614 STRUCTURAL INTEGRITY
EQUATION 16-46 <\/td>\n<\/tr>\n
377<\/td>\nEQUATION 16-47 <\/td>\n<\/tr>\n
378<\/td>\nFIGURE 1613.5(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
379<\/td>\nFIGURE 1613.5(2) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
380<\/td>\nTABLE 1613.5.2 SITE CLASS DEFINITIONS
TABLE 1613.5.3(1) VALUES OF SITE COEFFICIENT Faa
TABLE 1613.5.3(2) VALUES OF SITE COEFFICIENT FVa <\/td>\n<\/tr>\n
381<\/td>\nTABLE 1613.5.5 SITE CLASSIFICATIONa
FIGURE 1614.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
382<\/td>\nCHAPTER 17: STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS <\/td>\n<\/tr>\n
383<\/td>\nSECTION 1703 APPROVALS
SECTION 1704 SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
385<\/td>\nTABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
386<\/td>\nTABLE 1704.3\u2014continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
387<\/td>\nTABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
389<\/td>\nTABLE 1704.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
390<\/td>\nTABLE 1704.5.1\u2014continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
391<\/td>\nTABLE 1704.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
392<\/td>\nTABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1704.9 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
394<\/td>\nSECTION 1705 STATEMENT OF SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
396<\/td>\nSECTION 1706 SPECIAL INSPECTIONS FOR WIND REQUIREMENTS
SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
397<\/td>\nSECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
398<\/td>\nSECTION 1709 CONTRACTOR RESPONSIBILITY
SECTION 1710 STRUCTURAL OBSERVATIONS
SECTION 1711 DESIGN STRENGTHS OF MATERIALS
SECTION 1712 ALTERNATIVE TEST PROCEDURE <\/td>\n<\/tr>\n
399<\/td>\nSECTION 1713 TEST SAFE LOAD
SECTION 1714 IN-SITU LOAD TESTS
SECTION 1715 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
400<\/td>\nSECTION 1716 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
402<\/td>\nCHAPTER 18: SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
404<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
405<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
406<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
407<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
408<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
409<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c <\/td>\n<\/tr>\n
410<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d\u2265 5 INCHESa, b, c <\/td>\n<\/tr>\n
411<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES a, b, c <\/td>\n<\/tr>\n
412<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHESa, b, c <\/td>\n<\/tr>\n
413<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
415<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
SECTION 1809 SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
416<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u201d\u00b2c OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
417<\/td>\nTABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
418<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
421<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
422<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
424<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
425<\/td>\nEQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10
EQUATION 18-11 <\/td>\n<\/tr>\n
432<\/td>\nCHAPTER 19: CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
433<\/td>\nTABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH
FIGURE 1904.3 WEATHERING PROBABILITY MAP FOR CONCRETEa, b, c <\/td>\n<\/tr>\n
434<\/td>\nSECTION 1905 CONCRETE QUALITY, MIXING AND PLACING <\/td>\n<\/tr>\n
435<\/td>\nSECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
SECTION 1907 DETAILS OF REINFORCEMENT
SECTION 1908 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
438<\/td>\nSECTION 1909 STRUCTURAL PLAIN CONCRETE
SECTION 1910 MINIMUM SLAB PROVISIONS
SECTION 1911 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
439<\/td>\nEQUATION 19-1
TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1912 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN
SECTION 1913 SHOTCRETE <\/td>\n<\/tr>\n
440<\/td>\nSECTION 1914 REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
441<\/td>\nSECTION 1915 CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
442<\/td>\nCHAPTER 20: ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS <\/td>\n<\/tr>\n
444<\/td>\nCHAPTER 21: MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
447<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
448<\/td>\nTABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104 CONSTRUCTION <\/td>\n<\/tr>\n
449<\/td>\nSECTION 2105 QUALITY ASSURANCE
TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY <\/td>\n<\/tr>\n
450<\/td>\nTABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
SECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1 <\/td>\n<\/tr>\n
451<\/td>\nSECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF MASONRY
TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
452<\/td>\nEQUATION 21-2
TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
453<\/td>\nSECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
455<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
456<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
458<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa <\/td>\n<\/tr>\n
459<\/td>\nTABLE 2113.16(2)NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
460<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
462<\/td>\nCHAPTER 22: STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
463<\/td>\nSECTION 2206 STEEL JOISTS <\/td>\n<\/tr>\n
464<\/td>\nSECTION 2207 STEEL CABLE STRUCTURES
SECTION 2208 STEEL STORAGE RACKS
SECTION 2209 COLD-FORMED STEEL
SECTION 2210 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
466<\/td>\nCHAPTER 23: WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
467<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
471<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
472<\/td>\nTABLE 2304.6.1 MAXIMUM BASIC WIND SPEED (mph) (3-SECOND GUST) PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c
TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa, <\/td>\n<\/tr>\n
473<\/td>\nTABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa <\/td>\n<\/tr>\n
474<\/td>\nTABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)
TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS <\/td>\n<\/tr>\n
477<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
478<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
479<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
481<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS
EQUATION 23-1
TABLE 2305.2 (1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP
EQUATION 23-2 <\/td>\n<\/tr>\n
482<\/td>\nTABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
483<\/td>\nSECTION 2306 ALLOWABLE STRESS DESIGN
TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
484<\/td>\nSECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
485<\/td>\nTABLE 2306.2.1(1) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh <\/td>\n<\/tr>\n
486<\/td>\nTABLE 2306.2.1(1)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH,OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh <\/td>\n<\/tr>\n
487<\/td>\nTABLE 2306.2.1(2)ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb <\/td>\n<\/tr>\n
488<\/td>\nTABLE 2306.2.1(2)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
489<\/td>\nTABLE 2306.3 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
490<\/td>\nTABLE 2306.3\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, h, i, j, l
TABLE 2306.5 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHINGb
TABLE 2306.6 ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e <\/td>\n<\/tr>\n
491<\/td>\nTABLE 2306.7 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES <\/td>\n<\/tr>\n
494<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 pounds per square foot, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
495<\/td>\nTABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 pounds per square foot, L\/\u0394 = 360) <\/td>\n<\/tr>\n
496<\/td>\nTABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 pounds per square foot, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
497<\/td>\nTABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 pounds per square foot, L\/\u0394 = 360) <\/td>\n<\/tr>\n
498<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
500<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
501<\/td>\nTABLE 2308.9.3(1) BRACED WALL PANELSa
TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) <\/td>\n<\/tr>\n
502<\/td>\nTABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.9.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
503<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
505<\/td>\nTABLE 2308.9.5 HEADER AND GIRDER 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
506<\/td>\nTABLE 2308.9.5\u2014continued HEADER AND GIRDER SPANSaFOR 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
507<\/td>\nTABLE 2308.9.6 HEADER AND GIRDER 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
508<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS <\/td>\n<\/tr>\n
509<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
510<\/td>\nTABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds per square foot, L\/\u0394 = 240) <\/td>\n<\/tr>\n
511<\/td>\nTABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
512<\/td>\nTABLE 2308.10.2(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u0394 = 240) <\/td>\n<\/tr>\n
513<\/td>\nTABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
514<\/td>\nTABLE 2308.10.3(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
515<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
516<\/td>\nTABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
517<\/td>\nTABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
518<\/td>\nTABLE 2308.10.3(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
519<\/td>\nTABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
520<\/td>\nTABLE 2308.10.3(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
521<\/td>\nTABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
522<\/td>\nTABLE 2308.10.3(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
523<\/td>\nTABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
524<\/td>\nTABLE 2308.10.3(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
525<\/td>\nTABLE 2308.10.4.1 RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
527<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
528<\/td>\nTABLE 2308.10.9\u2013continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
529<\/td>\nFIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
530<\/td>\nTABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea) <\/td>\n<\/tr>\n
531<\/td>\nFIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE <\/td>\n<\/tr>\n
532<\/td>\nFIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n
533<\/td>\nFIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR <\/td>\n<\/tr>\n
534<\/td>\nFIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
536<\/td>\nCHAPTER 24: GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3 <\/td>\n<\/tr>\n
537<\/td>\nEQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATIONI 24-12 <\/td>\n<\/tr>\n
538<\/td>\nSECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
539<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
540<\/td>\nTABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
541<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
542<\/td>\nSECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
544<\/td>\nCHAPTER 25: GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION <\/td>\n<\/tr>\n
545<\/td>\nSECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
546<\/td>\nTABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS <\/td>\n<\/tr>\n
547<\/td>\nSECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
SECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION <\/td>\n<\/tr>\n
548<\/td>\nSECTION 2512 EXTERIOR PLASTER
TABLE 2512.6 CEMENT PLASTERSa
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
550<\/td>\nCHAPTER 26: PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
553<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
554<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
555<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
556<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
557<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
558<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER <\/td>\n<\/tr>\n
559<\/td>\nSECTION 2613 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
560<\/td>\nCHAPTER 27: ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
561<\/td>\nSECTION 2703 PENETRATIONS
SECTION 2704 SMOKE DETECTION <\/td>\n<\/tr>\n
562<\/td>\nCHAPTER 28: MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
564<\/td>\nCHAPTER 29: PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES
TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (See Sections 2902.2 and 2902.3) <\/td>\n<\/tr>\n
565<\/td>\nTABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES <\/td>\n<\/tr>\n
566<\/td>\nTABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
567<\/td>\nSECTION 2903 TOILET ROOM REQUIREMENTS
SECTION 2904 INSTALLATION OF FIXTURES <\/td>\n<\/tr>\n
568<\/td>\nFIGURE 2903.3.1 FIXTURE CLEARANCES <\/td>\n<\/tr>\n
570<\/td>\nCHAPTER 30: ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
571<\/td>\nSECTION 3003 EMERGENCY OPERATIONS
SECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
572<\/td>\nSECTION 3006 MACHINE ROOMS
SECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
573<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
576<\/td>\nCHAPTER 31: SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
577<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
579<\/td>\nSECTION 3105 AWNINGS AND CANOPIES
SECTION 3106 MARQUEES
SECTION 3107 SIGNS <\/td>\n<\/tr>\n
581<\/td>\nSECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS <\/td>\n<\/tr>\n
582<\/td>\nSECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES <\/td>\n<\/tr>\n
584<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 MANUFACTURED HOMES AND MOBILE UNITS <\/td>\n<\/tr>\n
586<\/td>\nCHAPTER 32: ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
588<\/td>\nCHAPTER 33: SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
589<\/td>\nSECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
590<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES <\/td>\n<\/tr>\n
591<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
592<\/td>\nCHAPTER 34: EXISTING BUILDINGS AND STRUCTURES
SECTION 3401 GENERAL <\/td>\n<\/tr>\n
593<\/td>\nTABLE 3401.5.2 PERFORMANCE CRITERIA FOR REDUCED SEISMIC FORCES
SECTION 3402 DEFINITIONS
SECTION 3403 ADDITIONS <\/td>\n<\/tr>\n
594<\/td>\nSECTION 3404 ALTERATIONS <\/td>\n<\/tr>\n
596<\/td>\nSECTION 3405 REPAIRS <\/td>\n<\/tr>\n
597<\/td>\nSECTION 3406 FIRE ESCAPES
SECTION 3407 GLASS REPLACEMENT
SECTION 3408 CHANGE OF OCCUPANCY
SECTION 3409 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
598<\/td>\nSECTION 3410 MOVED STRUCTURES
SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
600<\/td>\nTABLE 3411.8.5 RAMPS
SECTION 3412 COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
602<\/td>\nEQUATION 34-1
EQUATION 34-2
EQUATION 34-3
EQUATION 34-4
TABLE 3412.6.3 COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
603<\/td>\nTABLE 3412.6.4 SEPARATION VALUES
TABLE 3412.6.5 CORRIDOR WALL VALUES
EQUATION 34-5 <\/td>\n<\/tr>\n
604<\/td>\nTABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR
TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
605<\/td>\nTABLE 3412.6.10 SMOKE CONTROL VALUES
TABLE 3412.6.11(1) EGRESS WIDTH PER OCCUPANT SERVED
TABLE 3412.6.11(2) MEANS OF EGRESS VALUES <\/td>\n<\/tr>\n
606<\/td>\nTABLE 3412.6.12 DEAD-END VALUES
EQUATION 34-6
TABLE 3412.6.14 ELEVATOR CONTROL VALUES
TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES <\/td>\n<\/tr>\n
607<\/td>\nTABLE 3412.6.16 MIXED OCCUPANCY VALUESa
TABLE 3412.6.17 SPRINKLER SYSTEM VALUES
TABLE 3412.6.18 STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
608<\/td>\nTABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY VALUESa
TABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.9 EVALUATION FORMULASa <\/td>\n<\/tr>\n
609<\/td>\nTABLE 3412.7 SUMMARY SHEET \u2014 BUILDING CODE <\/td>\n<\/tr>\n
610<\/td>\nCHAPTER 35: REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
611<\/td>\nAF&PA
AISC
AISI
AITC <\/td>\n<\/tr>\n
612<\/td>\nALI
ANSI
APA <\/td>\n<\/tr>\n
613<\/td>\nAPSP
ASABE
ASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
614<\/td>\nASTM <\/td>\n<\/tr>\n
619<\/td>\nAWCI
AWPA
AWS
BHMA
CGSB <\/td>\n<\/tr>\n
620<\/td>\nCPA
CPSC
CSA
CSSB
DASMA <\/td>\n<\/tr>\n
621<\/td>\nDOC
DOJ
DOL
DOTn
EN
FEMA <\/td>\n<\/tr>\n
622<\/td>\nFM
GA
HPVA
HUD
ICC <\/td>\n<\/tr>\n
623<\/td>\nISO
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
624<\/td>\nPCI
PTI
RMI <\/td>\n<\/tr>\n
625<\/td>\nSDI
SJI
SPRI
TIA
TMS
TPI <\/td>\n<\/tr>\n
626<\/td>\nUL
ULC <\/td>\n<\/tr>\n
627<\/td>\nUSC
WDMA
WRI <\/td>\n<\/tr>\n
628<\/td>\nAPPENDIX O APPROVED TESTING AND INSPECTION AGENCIES <\/td>\n<\/tr>\n
632<\/td>\nAPPENDIX P APPROVED NATIONAL EVALUATION AND ACCREDITATION SERVICES <\/td>\n<\/tr>\n
634<\/td>\nINDEX <\/td>\n<\/tr>\n
668<\/td>\nVALUABLE GUIDES TO THE 2009 I-CODES\u00ae <\/td>\n<\/tr>\n
669<\/td>\nTRAINING RESOURCES <\/td>\n<\/tr>\n
670<\/td>\nMEMBERSHIP BENEFITS <\/td>\n<\/tr>\n
671<\/td>\nTOOLS FOR YOUR IBC <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Ohio Building 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>\n2011<\/td>\n671<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":73150,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2727],"product_tag":[],"class_list":{"0":"post-73149","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\/73149","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\/73150"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=73149"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=73149"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=73149"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}