{"id":411567,"date":"2024-10-20T05:45:48","date_gmt":"2024-10-20T05:45:48","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/or-structuralspecialtycode-2022-1stptg\/"},"modified":"2024-10-26T10:40:02","modified_gmt":"2024-10-26T10:40:02","slug":"or-structuralspecialtycode-2022-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/or\/or-structuralspecialtycode-2022-1stptg\/","title":{"rendered":"OR StructuralSpecialtyCode 2022 1stptg"},"content":{"rendered":"

This is a fully integrated custom code based on the 2021 International Building Code\u00ae. Effective date: October 1, 2022.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\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>\n2022 OREGON STRUCTUAL SPECIALTY CODE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nEFFECTIVE USE OF THE OREGON STRUCTURAL SPECIALTY CODE (OSSC) <\/td>\n<\/tr>\n
16<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
24<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 SCOPE AND GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
26<\/td>\nSECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
27<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 CODE COMPLIANCE AGENCY
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
29<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
30<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
33<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES <\/td>\n<\/tr>\n
35<\/td>\nSECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
36<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
37<\/td>\nSECTION 112 SERVICE UTILITIES
SECTION 113 MEANS OF APPEALS
SECTION 114 VIOLATIONS <\/td>\n<\/tr>\n
38<\/td>\nSECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
82<\/td>\nCHAPTER 3 OCCUPANCY CLASSIFICATION AND USE
SECTION 301 SCOPE
SECTION 302 OCCUPANCY CLASSIFICATIONAND USE DESIGNATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
83<\/td>\nSECTION 304 BUSINESS GROUP B <\/td>\n<\/tr>\n
84<\/td>\nSECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
85<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
86<\/td>\nTABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
87<\/td>\nTABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
88<\/td>\nTABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
89<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
91<\/td>\nSECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
92<\/td>\nSECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
93<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
94<\/td>\nCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n
98<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
99<\/td>\nTABLE 403.2.3 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
101<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
102<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
103<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
105<\/td>\nTABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
110<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
114<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
116<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
117<\/td>\nSECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
119<\/td>\nSECTION 411 SPECIAL AMUSEMENT AREAS <\/td>\n<\/tr>\n
120<\/td>\nSECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
122<\/td>\nTABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
123<\/td>\nTABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
124<\/td>\nSECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
126<\/td>\nTABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
128<\/td>\nTABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR CONTROL AREA INGROUP M AND S OCCUPANCIES OF 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
129<\/td>\nTABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS <\/td>\n<\/tr>\n
132<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
134<\/td>\nTABLE 415.6.5 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
136<\/td>\nTABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 <\/td>\n<\/tr>\n
141<\/td>\nTABLE 415.11.7.2 MAXIMUM QUANTITIES OF HPM AT A WORKSTATION <\/td>\n<\/tr>\n
144<\/td>\nTABLE 415.12.2 REQUIRED SECONDARY CONTAINMENT HAZARDOUS MATERIAL SOLIDS AND LIQUIDS STORAGE <\/td>\n<\/tr>\n
147<\/td>\nTABLE 415.13.12.1.4 REQUIRED SECONDARY CONTAINMENT\u2014HAZARDOUS MATERIAL LIQUIDS USE
SECTION 416 APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
153<\/td>\nSECTION 417 DRYING ROOMS <\/td>\n<\/tr>\n
154<\/td>\nSECTION 418 ORGANIC COATINGS <\/td>\n<\/tr>\n
155<\/td>\nSECTION 419 RESERVED
SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4 <\/td>\n<\/tr>\n
157<\/td>\nSECTION 421 HYDROGEN FUEL GAS ROOMS
SECTION 422 AMBULATORY CARE FACILITIES <\/td>\n<\/tr>\n
158<\/td>\nSECTION 423 STORM SHELTERS
SECTION 424 PLAY STRUCTURES <\/td>\n<\/tr>\n
159<\/td>\nSECTION 425 HYPERBARIC FACILITIES
SECTION 426 COMBUSTIBLE DUSTS,GRAIN PROCESSING AND STORAGE
TABLE 426.1 EXPLOSION PROTECTION STANDARDS <\/td>\n<\/tr>\n
160<\/td>\nTABLE 426.1.10.1.2 MINIMUM CONVEYING VELOCITIES <\/td>\n<\/tr>\n
161<\/td>\nSECTION 427 MEDICAL GAS SYSTEMS
TABLE 427.2 PERMITTED AMOUNTS FOR COMPRESSED GASES <\/td>\n<\/tr>\n
162<\/td>\nSECTION 428 HIGHER EDUCATION LABORATORIES
SECTION 429 STATIONARY FUEL CELL POWER SYSTEMS <\/td>\n<\/tr>\n
163<\/td>\nSECTION 430 ELECTRICAL ENERGY STORAGE SYSTEMS (ESS) <\/td>\n<\/tr>\n
164<\/td>\nTABLE 430.2 ENERGY STORAGE SYSTEM (ESS) THRESHOLD QUANTITIES <\/td>\n<\/tr>\n
166<\/td>\nTABLE 430.7 MAXIMUM ALLOWABLE BATTERY QUANTITIES <\/td>\n<\/tr>\n
167<\/td>\nTABLE 430.8 ELECTROCHEMICAL ESS TECHNOLOGY-SPECIFIC REQUIREMENTS <\/td>\n<\/tr>\n
169<\/td>\nTABLE 430.9 INDOOR ESS INSTALLATIONS
TABLE 430.10 SPECIAL ESS INSTALLATIONS <\/td>\n<\/tr>\n
171<\/td>\nFIGURE 430.11.6.2 ESS VEHICLE IMPACT PROTECTION <\/td>\n<\/tr>\n
172<\/td>\nSECTION 431 DRY CLEANING SOLVENTS AND SYSTEMS <\/td>\n<\/tr>\n
173<\/td>\nSECTION 432 FRUIT AND CROP RIPENING
SECTION 433 LUMBER YARDS AND WOODWORKING FACILITIES <\/td>\n<\/tr>\n
174<\/td>\nSECTION 434 INDUSTRIAL OVENS
SECTION 435 HIGH-PILED COMBUSTIBLE STORAGE <\/td>\n<\/tr>\n
176<\/td>\n(EQUATION 4-2)
(EQUATION 4-3)
(EQUATION 4-4) <\/td>\n<\/tr>\n
177<\/td>\nTABLE 435.3.7 EXAMPLES OF COMMODITY CLASSIFICATION <\/td>\n<\/tr>\n
178<\/td>\nTABLE 435.3.7\u2014CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION <\/td>\n<\/tr>\n
179<\/td>\nTABLE 435.3.7\u2014CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION <\/td>\n<\/tr>\n
180<\/td>\nTABLE 435.3.7\u2014CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION <\/td>\n<\/tr>\n
181<\/td>\nTABLE 435.3.7\u2014CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION <\/td>\n<\/tr>\n
182<\/td>\nTABLE 435.3.7\u2014CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION <\/td>\n<\/tr>\n
183<\/td>\nTABLE 435.3.7\u2014CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION <\/td>\n<\/tr>\n
184<\/td>\nFIGURE 435.3.8(1) EVALUATION OF CARTONED COMMODITIES CONTAINING GROUP A PLASTICS <\/td>\n<\/tr>\n
185<\/td>\nFIGURE 435.3.8(2) EVALUATION OF EXPOSED COMMODITIES CONTAINING GROUP A PLASTICS <\/td>\n<\/tr>\n
186<\/td>\nTABLE 435.5.1 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS <\/td>\n<\/tr>\n
189<\/td>\nTABLE 435.13.2 REQUIRED FLUE SPACES FOR RACK STORAGE <\/td>\n<\/tr>\n
190<\/td>\nSECTION 436 TIRE REBUILDING
SECTION 437 COMBUSTIBLE FIBERS <\/td>\n<\/tr>\n
191<\/td>\nSECTION 438 PROCESSING AND EXTRACTION FACILITIES
SECTION 439 AEROSOLS
TABLE 439.3 CLASSIFICATION OF AEROSOL PRODUCTS <\/td>\n<\/tr>\n
192<\/td>\nTABLE 439.6.1 NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN GENERAL PURPOSE WAREHOUSES <\/td>\n<\/tr>\n
193<\/td>\nTABLE 439.6.2 SEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN GENERAL PURPOSE WAREHOUSES
TABLE 439.6.2.2 SEGREGATED STORAGE AISLE WIDTHS AND DISTANCE TO AISLES IN GENERAL PURPOSE WAREHOUSES <\/td>\n<\/tr>\n
194<\/td>\nTABLE 439.10 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND AEROSOL COOKING SPRAY PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN RETAIL STORAGE AREAS
TABLE 439.12.1.1 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS, AEROSOL COOKING SPRAY PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN RETAIL DISPLAY AREAS <\/td>\n<\/tr>\n
196<\/td>\nTABLE 439.12.3 MAXIMUM STORAGE QUANTITIES FOR STORAGE AREAS ADJACENT TO RETAIL DISPLAY OF LEVEL 2 AND 3 AEROSOL PRODUCTS
SECTION 440 COMPRESSED GASES <\/td>\n<\/tr>\n
201<\/td>\nSECTION 441 CORROSIVE MATERIALS
SECTION 442 CRYOGENIC FLUIDS <\/td>\n<\/tr>\n
203<\/td>\nSECTION 443 EXPLOSIVES AND FIREWORKS <\/td>\n<\/tr>\n
204<\/td>\nTABLE 443.2.1(1) MINIMUM INTRALINE (INTRAPLANT) SEPARATION DISTANCES (ILD OR IPD) BETWEEN BARRICADED OPERATING BUILDINGS CONTAINING EXPLOSIVES\u2014DIVISION 1.1, 1.2 OR 1.5 MASS-EXPLOSION HAZARD <\/td>\n<\/tr>\n
205<\/td>\nTABLE 443.2.1(2) AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991 <\/td>\n<\/tr>\n
206<\/td>\nTABLE 443.2.1(2)\u2014CONTINUED AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991 <\/td>\n<\/tr>\n
207<\/td>\nTABLE 443.2.1(3) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES\u2014DIVISION 1.3 MASS-FIRE HAZARD
TABLE 443.2.1(4) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES\u2014DIVISION 1.4 <\/td>\n<\/tr>\n
209<\/td>\nSECTION 444 FLAMMABLE AND COMBUSTIBLE LIQUIDS <\/td>\n<\/tr>\n
210<\/td>\nTABLE 444.2.1 CLASS I ELECTRICAL EQUIPMENT LOCATIONS <\/td>\n<\/tr>\n
211<\/td>\nTABLE 444.2.1\u2014CONTINUED CLASS I ELECTRICAL EQUIPMENT LOCATIONS <\/td>\n<\/tr>\n
219<\/td>\nTABLE 444.4.6.3(1) MAXIMUM STORAGE HEIGHT IN CONTROL AREA <\/td>\n<\/tr>\n
220<\/td>\nTABLE 444.4.6.3(2) STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID-PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES
TABLE 444.4.6.3(3) STORAGE ARRANGEMENTS FOR RACK STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES <\/td>\n<\/tr>\n
221<\/td>\nTABLE 444.4.6.3(4) AUTOMATIC SPRINKLER PROTECTION FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS AND PORTABLE TANKS <\/td>\n<\/tr>\n
222<\/td>\nTABLE 444.4.6.3(5) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS INMETAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETS <\/td>\n<\/tr>\n
223<\/td>\nTABLE 444.4.6.3(6) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITY
TABLE 444.4.6.3(7) AUTOMATIC AFFF WATER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITY <\/td>\n<\/tr>\n
224<\/td>\nTABLE 444.4.6.3(8) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR CLASS I LIQUID STORAGE IN METAL CONTAINERS OF 1-GALLON CAPACITY OR LESS WITH UNCARTONED OR CASE-CUT SHELF DISPLAY UP TO 6.5 FEET, AND PALLETIZED STORAGE ABOVE IN A DOUBLE-ROW RACK ARRAY <\/td>\n<\/tr>\n
225<\/td>\nTABLE 444.4.7.5.1 AUTOMATIC AFFF-WATER PROTECTION REQUIREMENTS FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS <\/td>\n<\/tr>\n
230<\/td>\nSECTION 445 FLAMMABLE GASES AND FLAMMABLE CRYOGENIC FLUIDS <\/td>\n<\/tr>\n
231<\/td>\nSECTION 446 FLAMMABLE SOLIDS <\/td>\n<\/tr>\n
232<\/td>\nSECTION 447 HIGHLY TOXIC AND TOXIC MATERIALS <\/td>\n<\/tr>\n
237<\/td>\nSECTION 448 LIQUEFIED PETROLEUM GASES
SECTION 449 ORGANIC PEROXIDES <\/td>\n<\/tr>\n
238<\/td>\nTABLE 449.4.2 ORGANIC PEROXIDES\u2014DISTANCE TO EXPOSURES FROM DETACHED STORAGE BUILDINGS OR OUTDOOR STORAGE AREAS <\/td>\n<\/tr>\n
239<\/td>\nTABLE 449.4.7 STORAGE OF ORGANIC PEROXIDES
SECTION 450 OXIDIZERS, OXIDIZING GASES AND OXIDIZING CRYOGENIC FLUIDS <\/td>\n<\/tr>\n
240<\/td>\nTABLE 450.2.2 STORAGE OF CLASS 1 OXIDIZER LIQUIDS AND SOLIDS
TABLE 450.3.5(1) STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS <\/td>\n<\/tr>\n
241<\/td>\nTABLE 450.3.5(2) STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS
TABLE 450.3.5(3) STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS
SECTION 451 PYROPHORIC MATERIALS <\/td>\n<\/tr>\n
242<\/td>\nSECTION 452 PYROXYLIN (CELLULOSE NITRATE) PLASTICS
SECTION 453 UNSTABLE (REACTIVE) MATERIALS <\/td>\n<\/tr>\n
243<\/td>\nSECTION 454 WATER-REACTIVE SOLIDS AND LIQUIDS <\/td>\n<\/tr>\n
244<\/td>\nSECTION 455 ADDITIVE MANUFACTURING (3D PRINTING)
SECTION 456 STORAGE OF DISTILLED SPIRITS AND WINES <\/td>\n<\/tr>\n
245<\/td>\nSECTION 457 PIERS AND WHARVES
SECTION 458MAUSOLEUMS AND COLUMBARIUMS <\/td>\n<\/tr>\n
248<\/td>\nCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 BUILDING ADDRESS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES <\/td>\n<\/tr>\n
249<\/td>\nSECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
250<\/td>\nTABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE <\/td>\n<\/tr>\n
251<\/td>\nTABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
252<\/td>\nTABLE 504.4\u2014CONTINUED ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
SECTION 506 BUILDING AREA
(Equation 5-1) <\/td>\n<\/tr>\n
253<\/td>\n(Equation 5-2)
(Equation 5-3)
SECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
254<\/td>\nTABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, AS APPLICABLE) IN SQUARE FEET <\/td>\n<\/tr>\n
255<\/td>\nTABLE 506.2\u2014CONTINUED ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, AS APPLICABLE) IN SQUARE FEET <\/td>\n<\/tr>\n
256<\/td>\nTABLE 506.2\u2014CONTINUED ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, AS APPLICABLE) IN SQUARE FEET <\/td>\n<\/tr>\n
257<\/td>\nTABLE 506.3.3 FRONTAGE INCREASE FACTOR
TABLE 506.3.3.1 SECTION 507 BUILDINGS <\/td>\n<\/tr>\n
258<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
260<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) <\/td>\n<\/tr>\n
261<\/td>\nSECTION 509 INCIDENTAL USES
TABLE 509.1 INCIDENTAL USES <\/td>\n<\/tr>\n
262<\/td>\nSECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
266<\/td>\nCHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
SECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
269<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
272<\/td>\nCHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 MULTIPLE-USE FIRE ASSEMBLIES
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
273<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
275<\/td>\nSECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
276<\/td>\n(EQUATION 7-1) <\/td>\n<\/tr>\n
277<\/td>\n(EQUATION 7-2)
TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE <\/td>\n<\/tr>\n
278<\/td>\nFIGURE 705.7 EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n
279<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ONFIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
280<\/td>\nSECTION 706 FIRE WALLS <\/td>\n<\/tr>\n
281<\/td>\nTABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
283<\/td>\nSECTION 707 FIRE BARRIERS
TABLE 707.3.10 FIRE-RESISTANCE-RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
284<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
286<\/td>\nSECTION 709 SMOKE BARRIERS
SECTION 710 SMOKE PARTITIONS <\/td>\n<\/tr>\n
287<\/td>\nSECTION 711 FLOOR AND ROOF ASSEMBLIES <\/td>\n<\/tr>\n
288<\/td>\nSECTION 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n
289<\/td>\nSECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
291<\/td>\nSECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
294<\/td>\nSECTION 715 JOINTS AND VOIDS <\/td>\n<\/tr>\n
295<\/td>\nSECTION 716 OPENING PROTECTIVES <\/td>\n<\/tr>\n
296<\/td>\nTABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES
TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
297<\/td>\nTABLE 716.1(2)\u2014CONTINUED OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
298<\/td>\nTABLE 716.1(2)\u2014CONTINUED OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
302<\/td>\nSECTION 717 DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n
303<\/td>\nTABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
307<\/td>\nSECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
309<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
310<\/td>\nSECTION 721 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
311<\/td>\nSECTION 722 CALCULATED FIRE RESISTANCE
TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OFCAST-IN-PLACE OR PRECAST CONCRETE WALLS,LOAD-BEARING OR NONLOAD-BEARING
(EQUATION 7-3) <\/td>\n<\/tr>\n
312<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
313<\/td>\nTABLE 721.1(1)\u2014CONTINUED MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
314<\/td>\nTABLE 721.1(1)\u2014CONTINUED MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
315<\/td>\nTABLE 721.1(1)\u2014CONTINUED MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
316<\/td>\nTABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
317<\/td>\nTABLE 721.1(2)\u2014CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
318<\/td>\nTABLE 721.1(2)\u2014CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
319<\/td>\nTABLE 721.1(2)\u2014CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
320<\/td>\nTABLE 721.1(2)\u2014CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
321<\/td>\nTABLE 721.1(2)\u2014CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
322<\/td>\nTABLE 721.1(2)\u2014CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
323<\/td>\nTABLE 721.1(2)\u2014CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
324<\/td>\nTABLE 721.1(2)\u2014CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
325<\/td>\nTABLE 721.1(3)\u2014CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
326<\/td>\nTABLE 721.1(3)\u2014CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
327<\/td>\nTABLE 721.1(3)\u2014CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
328<\/td>\nTABLE 721.1(3)\u2014CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
329<\/td>\nTABLE 721.1(3)\u2014CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
330<\/td>\nTABLE 721.1(3)\u2014CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
331<\/td>\nTABLE 721.1(3)\u2014CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
332<\/td>\nTABLE 721.1(3)\u2014CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
333<\/td>\nTABLE 721.1(3)\u2014CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
334<\/td>\nTABLE 721.1(3)\u2014CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
335<\/td>\nTABLE 721.1(3)\u2014CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
336<\/td>\n(Equation 7-4) <\/td>\n<\/tr>\n
337<\/td>\nFIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R <\/td>\n<\/tr>\n
338<\/td>\nFIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALSON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
339<\/td>\nTABLE 722.2.2.1 MINIMUM SLAB THICKNESS (INCHES)
FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
(EQUATION 7-5) <\/td>\n<\/tr>\n
340<\/td>\nFIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FORTWO-COURSE CONCRETE FLOORS
FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 722.2.2.3(2)FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES <\/td>\n<\/tr>\n
341<\/td>\nTABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (INCHES)
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (INCHES)
TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc(APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) <\/td>\n<\/tr>\n
342<\/td>\nTABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH
TABLE 722.2.3(5)MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (INCHES) <\/td>\n<\/tr>\n
343<\/td>\n(EQUATION 7-6)
TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (INCHES) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
344<\/td>\n(EQUATION 7-7)
TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (INCHES)
TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (INCHES) <\/td>\n<\/tr>\n
345<\/td>\nTABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
TABLE 722.4.1(3) VALUES OF R
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, PL
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS <\/td>\n<\/tr>\n
346<\/td>\n(EQUATION 7-8)
(EQUATION 7-9)
(EQUATION 7-10)
(EQUATION 7-11) <\/td>\n<\/tr>\n
347<\/td>\nFIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
(EQUATION 7-12)
(EQUATION 7-13) <\/td>\n<\/tr>\n
348<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(1)\u2014CONTINUED W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
349<\/td>\nTABLE 722.5.1(2) PROPERTIES OF CONCRETE
TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS <\/td>\n<\/tr>\n
350<\/td>\nTABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
TABLE 722.5.1(4)\u2014CONTINUED WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
351<\/td>\nTABLE 722.5.1(4)\u2014CONTINUED WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
TABLE 722.5.1(4)\u2014CONTINUED WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
352<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
TABLE 722.5.1(5)\u2014CONTINUED FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
353<\/td>\nTABLE 722.5.1(5)\u2014CONTINUED FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
TABLE 722.5.1(5)\u2014CONTINUED FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
354<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
355<\/td>\nTABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETE [FIGURE 722.5.1(6)(c)]
TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETE[FIGURE 722.5.1(6)(c)] <\/td>\n<\/tr>\n
356<\/td>\nTABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERS [FIGURE 722.5.1 (6)(a)]
TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERS [FIGURE 722.5.1 (6)(a)] <\/td>\n<\/tr>\n
357<\/td>\nFIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
358<\/td>\nFIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
359<\/td>\nFIGURE 722.5.1(7)CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
(EQUATION 7-14)
(EQUATION 7-15) <\/td>\n<\/tr>\n
360<\/td>\n(EQUATION 7-16)
FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
(EQUATION 7-17) <\/td>\n<\/tr>\n
361<\/td>\nTABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES <\/td>\n<\/tr>\n
362<\/td>\nTABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
TABLE 722.6.2(3) MEMBRANE ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMING
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
364<\/td>\nTABLE 722.7.1(1) PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL
TABLE 722.7.1(2) PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL <\/td>\n<\/tr>\n
366<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 SCOPE
SECTION 802 GENERAL
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
368<\/td>\nTABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY <\/td>\n<\/tr>\n
369<\/td>\nSECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS INTYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
370<\/td>\nSECTION 806 DECORATIVE MATERIALS AND TRIM
SECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
372<\/td>\nCHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS
SECTION 901 GENERAL <\/td>\n<\/tr>\n
373<\/td>\nSECTION 902 FIRE PUMP AND RISER ROOM SIZE
SECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
375<\/td>\n[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
377<\/td>\nTABLE 903.2.11.6 ADDITIONAL REQUIRED PROTECTION SYSTEMS <\/td>\n<\/tr>\n
380<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
382<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
384<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
SECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
394<\/td>\n[F] TABLE 907.5.2.3.2 VISIBLE ALARMS <\/td>\n<\/tr>\n
395<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS
SECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
397<\/td>\n(EQUATION 9-1)
(EQUATION 9-2) <\/td>\n<\/tr>\n
403<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
404<\/td>\nSECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
406<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS
SECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n
407<\/td>\nSECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 CARBON MONOXIDE DETECTION <\/td>\n<\/tr>\n
409<\/td>\nSECTION 916 GAS DETECTION SYSTEMS
SECTION 917 MASS NOTIFICATION SYSTEMS
SECTION 918 EMERGENCY RESPONDER COMMUNICATION COVERAGE <\/td>\n<\/tr>\n
411<\/td>\nSECTION 919 EXPLOSION CONTROL <\/td>\n<\/tr>\n
412<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 ALTERATIONS
SECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
413<\/td>\nSECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
414<\/td>\nTABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
SECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
416<\/td>\nSECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
417<\/td>\nTABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
418<\/td>\nTABLE 1006.3.3 MINIMUM NUMBER OF EXITS ORACCESS TO EXITS PER STORY
TABLE 1006.3.4(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION <\/td>\n<\/tr>\n
419<\/td>\nTABLE 1006.3.4(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
SECTION 1008 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
420<\/td>\nSECTION 1009 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
423<\/td>\nSECTION 1010 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
430<\/td>\nTABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC ORPOWER-OPERATED REVOLVING DOORS <\/td>\n<\/tr>\n
432<\/td>\nSECTION 1011 STAIRWAYS <\/td>\n<\/tr>\n
436<\/td>\nSECTION 1012 RAMPS <\/td>\n<\/tr>\n
437<\/td>\nSECTION 1013 EXIT SIGNS <\/td>\n<\/tr>\n
438<\/td>\nSECTION 1014 HANDRAILS <\/td>\n<\/tr>\n
439<\/td>\nSECTION 1015 GUARDS <\/td>\n<\/tr>\n
441<\/td>\nSECTION 1016 EXIT ACCESS
SECTION 1017 EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
442<\/td>\nTABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
443<\/td>\nSECTION 1018 AISLES
SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
444<\/td>\nSECTION 1020 CORRIDORS
TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING
TABLE 1020.3 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
445<\/td>\nSECTION 1021 EGRESS BALCONIES
SECTION 1022 EXITS <\/td>\n<\/tr>\n
446<\/td>\nSECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
448<\/td>\nSECTION 1024 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
449<\/td>\nSECTION 1025 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
450<\/td>\nSECTION 1026 HORIZONTAL EXITS <\/td>\n<\/tr>\n
451<\/td>\nSECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
SECTION 1028 EXIT DISCHARGE <\/td>\n<\/tr>\n
452<\/td>\nSECTION 1029 EGRESS COURTS <\/td>\n<\/tr>\n
453<\/td>\nSECTION 1030 ASSEMBLY <\/td>\n<\/tr>\n
454<\/td>\nTABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
457<\/td>\nTABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
459<\/td>\nSECTION 1031 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
462<\/td>\nCHAPTER 11 ACCESSIBILITY
SECTION 1101 GENERAL
SECTION 1102 COMPLIANCE <\/td>\n<\/tr>\n
463<\/td>\nSECTION 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
464<\/td>\nSECTION 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
466<\/td>\nSECTION 1105 ACCESSIBLE ENTRANCES
TABLE 1105.1.1 PUBLIC ENTRANCE WITH POWER-OPERATED DOOR <\/td>\n<\/tr>\n
467<\/td>\nSECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
TABLE 1106.2 ACCESSIBLE PARKING SPACES <\/td>\n<\/tr>\n
468<\/td>\nSECTION 1107 RESERVED
SECTION 1108 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
471<\/td>\nTABLE 1108.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
473<\/td>\nSECTION 1109 SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
474<\/td>\nTABLE 1109.2.2.1 ACCESSIBLE WHEELCHAIR SPACES <\/td>\n<\/tr>\n
475<\/td>\nTABLE 1109.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
TABLE 1109.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES <\/td>\n<\/tr>\n
476<\/td>\nSECTION 1110 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
479<\/td>\nTABLE 1110.13.1 ACCESSIBLE CHECK-OUT AISLES <\/td>\n<\/tr>\n
480<\/td>\nSECTION 1111 RECREATIONAL FACILITIES
SECTION 1112 SIGNAGE <\/td>\n<\/tr>\n
481<\/td>\nSECTION 1113 CLUSTERED MAILBOXES <\/td>\n<\/tr>\n
482<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 VENTILATION <\/td>\n<\/tr>\n
483<\/td>\nTABLE 1202.3 INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n
484<\/td>\nSECTION 1203 TEMPERATURE CONTROL
SECTION 1204 LIGHTING <\/td>\n<\/tr>\n
485<\/td>\nSECTION 1205 YARDS OR COURTS
SECTION 1206 SOUND TRANSMISSION
SECTION 1207 ENHANCED CLASSROOM ACOUSTICS
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
486<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
488<\/td>\nCHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
490<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
491<\/td>\nSECTION 1403 MATERIALS <\/td>\n<\/tr>\n
492<\/td>\nSECTION 1404 INSTALLATION OF WALL COVERINGS
TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
493<\/td>\nTABLE 1404.3(1) VAPOR RETARDER MATERIALS AND CLASSES
TABLE 1404.3(2)b, c VAPOR RETARDER OPTIONS
TABLE 1404.3(3) CLASS III VAPOR RETARDERS
TABLE 1404.3(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER <\/td>\n<\/tr>\n
498<\/td>\nSECTION 1405 COMBUSTIBLE MATERIALS ONTHE EXTERIOR SIDE OF EXTERIOR WALLS
TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS <\/td>\n<\/tr>\n
499<\/td>\nSECTION 1406 METAL COMPOSITE MATERIALS (MCM)
SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) <\/td>\n<\/tr>\n
500<\/td>\nSECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
501<\/td>\nSECTION 1409 PLASTIC COMPOSITE DECKING <\/td>\n<\/tr>\n
502<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 ROOF DRAINAGE
SECTION 1503 WEATHER PROTECTION
SECTION 1504 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
503<\/td>\nTABLE 1504.2 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161OR D7158 <\/td>\n<\/tr>\n
504<\/td>\nTABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFS
SECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
505<\/td>\nSECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
506<\/td>\nTABLE 1507.1.1(1 )UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
507<\/td>\nTABLE 1507.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
508<\/td>\nTABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n
509<\/td>\nTABLE 1507.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
510<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
511<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
512<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP
TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
513<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
514<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
515<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE 1507.12.2 SINGLE-PLY ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
516<\/td>\nTABLE 1507.13.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
517<\/td>\nSECTION 1508 ROOF INSULATION
BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOF COATINGS
TABLE 1509.2 ROOF COATING MATERIAL STANDARDS
SECTION 1510 RADIANT BARRIERS INSTALLED ABOVE DECK <\/td>\n<\/tr>\n
518<\/td>\nSECTION 1511 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
520<\/td>\nSECTION 1512 REROOFING <\/td>\n<\/tr>\n
522<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 NOTATIONS
SECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
523<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
524<\/td>\nTABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
525<\/td>\nSECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
526<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
527<\/td>\n(EQUATIONS 16-1)
(EQUATIONS 16-2)
(EQUATIONS 16-3)
(EQUATIONS 16-4)
(EQUATIONS 16-5)
(EQUATIONS 16-6)
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
529<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
530<\/td>\nTABLE 1607.1\u2014CONTINUED MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0,AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
531<\/td>\nTABLE 1607.1\u2014CONTINUED MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
532<\/td>\n(EQUATION 16-7) <\/td>\n<\/tr>\n
533<\/td>\nTABLE 1607.12.1 LIVE LOAD ELEMENT FACTOR, KLL
(EQUATION 16-8)
(EQUATION 16-9) <\/td>\n<\/tr>\n
534<\/td>\n(EQUATION 16-10)
(EQUATION 16-11)
(EQUATION 16-12)
(EQUATION 16-13)
(EQUATION 16-14)
(EQUATION 16-15)
(EQUATION 16-16) <\/td>\n<\/tr>\n
536<\/td>\nSECTION 1608 SNOW LOADS
TABLE 7.2 GROUND SNOW LOAD ADJUSTMENT <\/td>\n<\/tr>\n
537<\/td>\nTABLE 1608.3 LOCATIONS AND CRITERIA FOR SITE-SPECIFIC GROUND SNOW LOAD STUDY REQUIREMENT
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
538<\/td>\nTABLE 1609.3 BASIC DESIGN WIND SPEED, V, FOR RISK CATEGORY I, II, III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
539<\/td>\nTABLE 1609.3-CONTINUED BASIC DESIGN WIND SPEED, V, FOR RISK CATEGORY I, II, III AND IV BUILDINGS AND OTHER STRUCTURES
FIGURE 1609.3 OREGON SPECIAL WIND REGIONS <\/td>\n<\/tr>\n
540<\/td>\nTABLE 1609.3.1 WIND SPEED CONVERSIONS
(EQUATION 16-18) <\/td>\n<\/tr>\n
541<\/td>\nSECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE
TABLE 1610.1 LATERAL SOIL LOAD
SECTION 1611 RAIN LOADS
(EQUATUION 16-19) <\/td>\n<\/tr>\n
542<\/td>\nFIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) OREGON
SECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
543<\/td>\nSECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
544<\/td>\n(EQUATION 16-20)
(EQUATION 16-21)
(EQUATION 16-22)
(EQUATION 16-23) <\/td>\n<\/tr>\n
545<\/td>\nTABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT F
TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT F
TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION
TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
549<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS <\/td>\n<\/tr>\n
550<\/td>\nSECTION 1615 TSUNAMI LOADS
Table 6.8-1 Tsunami Important Factorsfor Hydrodynamic and Impact Loads <\/td>\n<\/tr>\n
551<\/td>\nSECTION 1616 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
552<\/td>\nFIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
(EQUATION 16-24)
(EQUATION 16-25) <\/td>\n<\/tr>\n
554<\/td>\nCHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 NEW MATERIALS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
555<\/td>\nSECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
557<\/td>\nSECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
558<\/td>\nTABLE 1705.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
559<\/td>\nTABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
560<\/td>\nTABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
561<\/td>\nTABLE 1705.5.3REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION
TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
562<\/td>\nTABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
564<\/td>\nTABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS <\/td>\n<\/tr>\n
567<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS <\/td>\n<\/tr>\n
568<\/td>\nSECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 IN-SITU LOAD TESTS
SECTION 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
570<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DESIGN BASIS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
573<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL
SECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
575<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARINGVALUES OF SOILS <\/td>\n<\/tr>\n
576<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLSAND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
577<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS <\/td>\n<\/tr>\n
578<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
579<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
580<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
581<\/td>\n(EQUATION 18-1)
(EQUATION 18-2)
(EQUATION 18-3)
TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
582<\/td>\nSECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
583<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
584<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u2032c OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
585<\/td>\nSECTION 1809 SHALLOW FOUNDATIONS
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
586<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
589<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
591<\/td>\n(EQUATION 18-4) <\/td>\n<\/tr>\n
593<\/td>\n(EQUATION 18-5) <\/td>\n<\/tr>\n
598<\/td>\nSECTION 1811 RADON CONTROL METHODS\u2014PUBLIC BUILDINGS <\/td>\n<\/tr>\n
602<\/td>\nSECTION 1812 RADON CONTROL METHODS\u2014GROUP R-2 AND R-3 OCCUPANCIES <\/td>\n<\/tr>\n
603<\/td>\nFIGURE 1811.3.4 GAS CONVEYANCE PIPING <\/td>\n<\/tr>\n
605<\/td>\nFIGURE 1812.2(1) RADON-RESISTANT CONSTRUCTION FOR BASEMENT FOUNDATIONS <\/td>\n<\/tr>\n
606<\/td>\nFIGURE 1812.2(2) RADON-RESISTANT CONSTRUCTION FOR COMBINATION BASEMENT\/CRAWL SPACE FOUNDATIONS <\/td>\n<\/tr>\n
607<\/td>\nFIGURE 1812.2(3) RADON-RESISTANT CONSTRUCTION FOR CRAWL SPACE FOUNDATIONS <\/td>\n<\/tr>\n
608<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 COORDINATION OF TERMINOLOGY
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
609<\/td>\nSECTION 1904 DURABILITY REQUIREMENTS
SECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
611<\/td>\nSECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION
SECTION 1907 MINIMUM SLAB PROVISIONS <\/td>\n<\/tr>\n
612<\/td>\nSECTION 1908 SHOTCRETE <\/td>\n<\/tr>\n
614<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS <\/td>\n<\/tr>\n
616<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 NOTATIONS
SECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
617<\/td>\nSECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE
SECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
618<\/td>\n(EQUATION 21-1)
SECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY <\/td>\n<\/tr>\n
619<\/td>\n(EQUATION 21-2)
TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
620<\/td>\nSECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
621<\/td>\nSECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
622<\/td>\nFIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
623<\/td>\nSECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
626<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
627<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114 DRY-STACK MASONRY <\/td>\n<\/tr>\n
628<\/td>\nTABLE 2114.4 GROSS CROSS-SECTIONAL ARE AALLOWABLE STRESS FOR DRY-STACK MASONRY <\/td>\n<\/tr>\n
630<\/td>\nCHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 IDENTIFICATION OF STEELFOR STRUCTURAL PURPOSES
SECTION 2203 PROTECTION OF STEELFOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
631<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
632<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL
SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
634<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DESIGN REQUIREMENTS
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
638<\/td>\nFIGURE 2303.4.1.2 (1) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR <\/td>\n<\/tr>\n
639<\/td>\nFIGURE 2303.4.1.2(2) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR <\/td>\n<\/tr>\n
640<\/td>\nFIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR <\/td>\n<\/tr>\n
641<\/td>\nFIGURE 2303.4.1.2(4) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR <\/td>\n<\/tr>\n
642<\/td>\nFIGURE 2303.4.1.2(5) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY <\/td>\n<\/tr>\n
643<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
644<\/td>\nTABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING <\/td>\n<\/tr>\n
645<\/td>\nTABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.8(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 SUPPORTS <\/td>\n<\/tr>\n
646<\/td>\nTABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(PLYWOOD STRUCTURAL PANELS ARE FIVE-PLY, FIVE-LAYER UNLESS OTHERWISE NOTED) <\/td>\n<\/tr>\n
647<\/td>\nTABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS <\/td>\n<\/tr>\n
649<\/td>\nTABLE 2304.10.2 FASTENING SCHEDULE <\/td>\n<\/tr>\n
650<\/td>\nTABLE 2304.10.2\u2014CONTINUED FASTENING SCHEDULE <\/td>\n<\/tr>\n
651<\/td>\nTABLE 2304.10.2\u2014CONTINUED FASTENING SCHEDULE <\/td>\n<\/tr>\n
652<\/td>\nTABLE 2304.10.2\u2014CONTINUED FASTENING SCHEDULE <\/td>\n<\/tr>\n
653<\/td>\nTABLE 2304.10.2\u2014CONTINUED FASTENING SCHEDULE <\/td>\n<\/tr>\n
654<\/td>\nTABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
656<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
TABLE 2305.2(1) VALUES (INCHES) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (STRUCTURAL I)
(EQUATION 23-1)
(EQUATION 23-2) <\/td>\n<\/tr>\n
657<\/td>\nTABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
SECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
658<\/td>\nTABLE 2306.1 STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTS IN STRUCTURES USING ALLOWABLE STRESS DESIGN
TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
659<\/td>\nTABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
FIGURE 2306.2(1) CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(1) <\/td>\n<\/tr>\n
660<\/td>\nTABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
661<\/td>\nFIGURE 2306.2(2) FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2(2) <\/td>\n<\/tr>\n
662<\/td>\nTABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY <\/td>\n<\/tr>\n
663<\/td>\nTABLE 2306.3(3)ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH ANDPLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
664<\/td>\nTABLE 2308.2.1 ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n
666<\/td>\nTABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIR AND REQUIRED NUMBER OF JACK STUDS) <\/td>\n<\/tr>\n
667<\/td>\nTABLE 2308.4.1.1(1)\u2014CONTINUED HEADER AND GIRDER SPANS a, b FOR EXTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIR AND REQUIRED NUMBER OF JACK STUDS) <\/td>\n<\/tr>\n
668<\/td>\nTABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIR AND REQUIRED NUMBER OF JACK STUDS) <\/td>\n<\/tr>\n
669<\/td>\nTABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL SLEEPING AREAS, LIVE LOAD = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
670<\/td>\nTABLE 2308.4.2.1(1)\u2014CONTINUED FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL SLEEPING AREAS, LIVE LOAD = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
671<\/td>\nTABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL LIVING AREAS, LIVE LOAD = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
672<\/td>\nTABLE 2308.4.2.1(2)\u2014CONTINUED FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL LIVING AREAS, LIVE LOAD = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
673<\/td>\nFIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
674<\/td>\nFIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
675<\/td>\nFIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL
FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE <\/td>\n<\/tr>\n
676<\/td>\nTABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
677<\/td>\nFIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
678<\/td>\nTABLE 2308.6.1 WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
679<\/td>\nTABLE 2308.6.3(1) BRACING METHODS <\/td>\n<\/tr>\n
680<\/td>\nTABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING (NOT EXPOSED TO WEATHER, STRENGTH AXIS PARALLEL OR PERPENDICULAR TO STUDS EXCEPT AS INDICATED)
TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (NOT EXPOSED TO WEATHER, LONG DEMENSION OF THE PARALLEL OR PERPENDICULAR TO STUDS) <\/td>\n<\/tr>\n
681<\/td>\nTABLE 2308.6.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
682<\/td>\nFIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) <\/td>\n<\/tr>\n
683<\/td>\nFIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n
684<\/td>\nFIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION <\/td>\n<\/tr>\n
685<\/td>\nFIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION <\/td>\n<\/tr>\n
686<\/td>\nFIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES
FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n
687<\/td>\nFIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
689<\/td>\nTABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (POUNDS) <\/td>\n<\/tr>\n
690<\/td>\nSECTION 2309 WOOD FRAME CONSTRUCTION MANUAL <\/td>\n<\/tr>\n
691<\/td>\nTABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
692<\/td>\nTABLE 2308.7.1(1)\u2014CONTINUED CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
693<\/td>\nTABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
694<\/td>\nTABLE 2308.7.1(2)\u2014CONTINUED CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
695<\/td>\nTABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD = 20PSF, CEILING NOT ATTACHED TO RAFTERS, L\/\u0394 = 180) <\/td>\n<\/tr>\n
696<\/td>\nTABLE 2308.7.2(1)\u2014CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD = 20PSF, CEILING NOT ATTACHED TO RAFTERS, L\/\u0394 = 180) <\/td>\n<\/tr>\n
697<\/td>\nTABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD = 20 PSF, CEILING ATTACHED TO RAFTERS, L\/\u0394 = 240) <\/td>\n<\/tr>\n
698<\/td>\nTABLE 2308.7.2(2)\u2014CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD = 20 PSF, CEILING ATTACHED TO RAFTERS, L\/\u0394 = 240) <\/td>\n<\/tr>\n
699<\/td>\nTABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES(GROUNG SNOW LOAD = 30 PSF, CELING NOT ATTACHED TO RAFTERS, L\/\u0394 = 180) <\/td>\n<\/tr>\n
700<\/td>\nTABLE 2308.7.2(3)\u2014CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUNG SNOW LOAD = 30 PSF, CELING NOT ATTACHED TO RAFTERS, L\/\u0394 = 180) <\/td>\n<\/tr>\n
701<\/td>\nTABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 50 PSF, CELING NOT ATTCHED TO RAFTERS, L\/\u0394 = 180) <\/td>\n<\/tr>\n
702<\/td>\nTABLE 2308.7.2(4)\u2014CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 50 PSF, CELING NOT ATTCHED TO RAFTERS, L\/\u0394 = 180) <\/td>\n<\/tr>\n
703<\/td>\nTABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES(GROUND SNOW LOAD = 30 PSF, CEILING ATTACHED TO RAFTERS, L\/\u0394 = 240) <\/td>\n<\/tr>\n
704<\/td>\nTABLE 2308.7.2(5)\u2014 CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 30 PSF, CEILING ATTACHED TO RAFTERS, L\/\u0394 = 240) <\/td>\n<\/tr>\n
705<\/td>\nTABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES(GROUND SNOW LOAD = 50 PSF, CEILING ATTACHED TO RAFTERS, L\/\u0394 = 240) <\/td>\n<\/tr>\n
706<\/td>\nTABLE 2308.7.2(6)\u2014CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 50 PSF, CEILING ATTACHED TO RAFTERS, L\/\u0394 = 240)
TABLE 2308.7.2(7) RAFTER SPAN ADJUSTMENT FACTOR <\/td>\n<\/tr>\n
707<\/td>\nTABLE 2308.7.3.1 RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
708<\/td>\nTABLE 2308.7.3.1(1) HEEL JOINT CONNECTION ADJUSTMENT FACTORS
TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
709<\/td>\nTABLE 2308.7.12\u2014CONTINUED ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
710<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 GLAZING REPLACEMENT
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)
(EQUATION 24-4) <\/td>\n<\/tr>\n
711<\/td>\n(EQUATION 24-5)
(EQUATION 24-6)
(EQUATION24-7)
(EQUATION 24-8)
(EQUATION 24-9)
(EQUATION 24-10)
(EQUATION 24-11) <\/td>\n<\/tr>\n
712<\/td>\n(EQUATION 24-12)
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
713<\/td>\n(EQUATION 24-13)
(EQUATION 24-14)
(EQUATION 24-15)
SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
714<\/td>\nTABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
715<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
716<\/td>\nSECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
718<\/td>\nCHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 PERFORMANCE
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD ANDGYPSUM PANEL PRODUCT MATERIALS
SECTION 2507 LATHING AND PLASTERING <\/td>\n<\/tr>\n
719<\/td>\nTABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
720<\/td>\nSECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
721<\/td>\nSECTION 2509 SHOWERS AND WATER CLOSETS
TABLE 2509.2 BACKERBOARD MATERIALS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
722<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
723<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER
SECTION 2514 REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
726<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 FINISH AND TRIM
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
729<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
730<\/td>\nTABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECTATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
731<\/td>\nTABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
732<\/td>\nTABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
SECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
733<\/td>\nTABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
734<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
735<\/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
736<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTINGPLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
737<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 PLASTIC COMPOSITES
SECTION 2613 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
738<\/td>\nSECTION 2614 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
740<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STAND BY POWER SYSTEMS <\/td>\n<\/tr>\n
741<\/td>\nSECTION 2703 ELECTRICAL ROOM SIGNAGE <\/td>\n<\/tr>\n
742<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL
SECTION 2802 FUEL OIL STORAGE SYSTEMS <\/td>\n<\/tr>\n
744<\/td>\nTABLE 2802.8.2 MINIMUM EXHAUST RATE <\/td>\n<\/tr>\n
746<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n
747<\/td>\nTABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (SEE SECTIONS 2902.1.1 AND 2902.2) <\/td>\n<\/tr>\n
748<\/td>\nTABLE 2902.1\u2014CONTINUED MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (SEE SECTIONS 2902.1.1 AND 2902.2) <\/td>\n<\/tr>\n
750<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES
SECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
751<\/td>\nSECTION 3004 CONVEYING SYSTEMS
SECTION 3005 MACHINE ROOMS <\/td>\n<\/tr>\n
752<\/td>\nSECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
753<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
754<\/td>\nFIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
SECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
758<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
760<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
762<\/td>\nSECTION 3105 AWNINGS AND CANOPIES
SECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS <\/td>\n<\/tr>\n
763<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
767<\/td>\nFIGURE 3111.3.5.3(1) BRACED ROOF RAFTERS FOR PRESCRIPTIVE ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS <\/td>\n<\/tr>\n
768<\/td>\nFIGURE 3111.3.5.3(2) PHOTOVOLTAIC RACKING AND MODULE ATTACHMENT TO RAFTERS OR TRUSSES
FIGURE 3111.3.5.3(3) PHOTOVOLTAIC RACKING AND MODULE ATTACHMENT TO BLOCKINGS <\/td>\n<\/tr>\n
769<\/td>\nSECTION 3112 GREENHOUSES
SECTION 3113 TEMPORARY SPECIAL EVENT STRUCTURES <\/td>\n<\/tr>\n
770<\/td>\nSECTION 3114 INTERMODAL SHIPPING CONTAINERS <\/td>\n<\/tr>\n
773<\/td>\nTABLE 3114.8.5.3 ALLOWABLE SHEAR VALUES FOR INTERMODAL SHIPPING CONTAINER CORRUGATED STEEL WALLS FOR WIND OR SEISMIC LOADING
FIGURE 3114.8.5.3(1) BRACING UNIT DISTRIBUTION\u2014MAXIMUM LINEAR LENGTH <\/td>\n<\/tr>\n
774<\/td>\nFIGURE 3114.8.5.3(2) BRACING UNIT DISTRIBUTION\u2014MINIMUM LINEAR LENGTH
FIGURE 3114.8.5.3(3) BRACING UNIT DISTRIBUTION\u2014BOUNDARY ELEMENTS <\/td>\n<\/tr>\n
775<\/td>\nFIGURE 3114.8.5.3(4) BRACING UNIT DISTRIBUTION\u2014PENETRATION LIMITATIONS <\/td>\n<\/tr>\n
776<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY <\/td>\n<\/tr>\n
778<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
SECTION 3305 RESERVED
SECTION 3306 RESERVED
SECTION 3307 PROTECTION OF ADJOINING PROPERTY <\/td>\n<\/tr>\n
779<\/td>\nSECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
SECTION 3314 FIRE WATCH DURING CONSTRUCTON <\/td>\n<\/tr>\n
780<\/td>\nCHAPTER 34 EXISTING BUILDINGS
SECTION 3401 GENERAL
SECTION 3402 DEFINITIONS
SECTION 3403 PROVISIONS FOR ALL COMPLIANCE METHODS <\/td>\n<\/tr>\n
782<\/td>\nTABLE 3403.4.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES <\/td>\n<\/tr>\n
783<\/td>\nTABLE 3403.4.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES <\/td>\n<\/tr>\n
788<\/td>\nSECTION 3404 REPAIRS <\/td>\n<\/tr>\n
789<\/td>\nSECTION 3405 PRESCRIPTIVE COMPLIANCE METHOD <\/td>\n<\/tr>\n
794<\/td>\nSECTION 3406 CLASSIFICATION OF WORK
SECTION 3407 ALTERATIONS\u2014LEVEL 1 <\/td>\n<\/tr>\n
795<\/td>\nSECTION 3408 ALTERATIONS\u2014LEVEL 2 <\/td>\n<\/tr>\n
800<\/td>\nTABLE 3408.4.4.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES <\/td>\n<\/tr>\n
801<\/td>\nTABLE 3408.4.4.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n
804<\/td>\nSECTION 3409 ALTERATIONS\u2014LEVEL 3 <\/td>\n<\/tr>\n
806<\/td>\nSECTION 3410 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
808<\/td>\nTABLE 3410.11.5 MEANS OF EGRESS HAZARD CATEGORIES <\/td>\n<\/tr>\n
809<\/td>\nTABLE 3410.11.6 HEIGHTS AND AREAS HAZARD CATEGORIES
TABLE 3410.11.7 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES <\/td>\n<\/tr>\n
810<\/td>\nSECTION 3411 ADDITIONS <\/td>\n<\/tr>\n
811<\/td>\nSECTION 3412 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
814<\/td>\nSECTION 3413 PERFORMANCE COMPLIANCE METHODS <\/td>\n<\/tr>\n
815<\/td>\n(EQUATION 34-1)
(EQUATION 34-2)
(EQUATION 34-3) <\/td>\n<\/tr>\n
816<\/td>\n(EQUATION 34-4)
(EQUATION 34-5)
TABLE 3413.1.6.3 COMPARTMENTATION VALUES
TABLE 3413.1.6.4 SEPARATION VALUES <\/td>\n<\/tr>\n
817<\/td>\nTABLE 3413.1.6.5 CORRIDOR WALL VALUES
TABLE 3413.1.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 3413.1.6.6(2) CONSTRUCTION-TYPE FACTOR
(EQUATION 34-6) <\/td>\n<\/tr>\n
818<\/td>\nTABLE 3413.1.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3413.1.6.9 FIRE ALARM SYSTEM VALUES
TABLE 3413.1.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
819<\/td>\nTABLE 3413.1.6.11 MEANS OF EGRESS VALUES
TABLE 3413.1.6.12 DEAD-END VALUES <\/td>\n<\/tr>\n
820<\/td>\n(EQUATION 34-7)
TABLE 3413.1.6.14 ELEVATOR CONTROL VALUES
TABLE 3413.1.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES <\/td>\n<\/tr>\n
821<\/td>\nTABLE 3413.1.6.16 MIXED OCCUPANCY VALUES
TABLE 3413.1.6.17 SPRINKLER SYSTEM VALUES
TABLE 3413.1.6.18 STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
822<\/td>\nTABLE 3413.1.6.19 INCIDENTAL USE AREA VALUES
TABLE 3413.1.6.20 SMOKE COMPARTMENTATION VALUES
TABLE 3413.1.6.21.1 CARE RECIPIENT ABILITY VALUES
TABLE 3413.1.6.21.2 CARE RECIPIENT CONCENTRATION VALUES <\/td>\n<\/tr>\n
823<\/td>\nTABLE 3413.1.6.21.3 ATTENDANT-TO-CARE RECIPIENTS RATIO VALUES
TABLE 3413.1.8 MANDATORY SAFETY SCORES
SECTION 3414 RELOCATED OR MOVED BUILDINGS
SECTION 3415 CONSTRUCTION SAFEGUARDS <\/td>\n<\/tr>\n
824<\/td>\nTABLE 3413.1.7 SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
825<\/td>\nTABLE 3413.1.9EVALUATION FORMULAS <\/td>\n<\/tr>\n
826<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI
AISC <\/td>\n<\/tr>\n
827<\/td>\nAISI
ANSI <\/td>\n<\/tr>\n
828<\/td>\nAPA <\/td>\n<\/tr>\n
829<\/td>\nASABE
ASCE\/SEI <\/td>\n<\/tr>\n
830<\/td>\nASHRAE
ASME
ASSP
ASTM <\/td>\n<\/tr>\n
842<\/td>\nAWC
AWCI
AWPA <\/td>\n<\/tr>\n
843<\/td>\nAWS
BHMA
CEN
CGA
CPA <\/td>\n<\/tr>\n
844<\/td>\nCPSC
CSA
CSSB
DASMA
DHA <\/td>\n<\/tr>\n
845<\/td>\nDOC
DOL
DOTn
DOTy
EN <\/td>\n<\/tr>\n
846<\/td>\nFM
GA
ICC <\/td>\n<\/tr>\n
847<\/td>\nISO
MHI
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
851<\/td>\nPCI
PTI
RMI
SBCA
SDI <\/td>\n<\/tr>\n
852<\/td>\nSJI
SPRI
SRCC
TIA
TMS <\/td>\n<\/tr>\n
853<\/td>\nTPI
UL <\/td>\n<\/tr>\n
856<\/td>\nULC
WCLIB
WDMA
WRI <\/td>\n<\/tr>\n
858<\/td>\nAPPENDIX A EMPLOYEE QUALIFICATIONS <\/td>\n<\/tr>\n
860<\/td>\nAPPENDIX B BOARD OF APPEALS <\/td>\n<\/tr>\n
862<\/td>\nAPPENDIX C GROUP U\u2014AGRICULTURAL BUILDINGS
SECTION C101 GENERAL
SECTION C102 ALLOWABLE HEIGHT AND AREA
TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY
SECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
864<\/td>\nAPPENDIX D FIRE DISTRICTS <\/td>\n<\/tr>\n
866<\/td>\nAPPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS <\/td>\n<\/tr>\n
868<\/td>\nAPPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
870<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
872<\/td>\nAPPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION <\/td>\n<\/tr>\n
873<\/td>\nSECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS <\/td>\n<\/tr>\n
874<\/td>\nSECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
875<\/td>\nSECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS
SECTION H115 THICKNESS OF SIGNS
TABLE H115.1(1) SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE H115.1(2) THICKNESS OF PROJECTION SIGN
SECTION H116 REFERENCED STANDARDS
TABLE H116.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
876<\/td>\nAPPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITION
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
878<\/td>\nAPPENDIX J GRADING <\/td>\n<\/tr>\n
880<\/td>\nAPPENDIX K ADMINISTRATIVE PROVISIONS <\/td>\n<\/tr>\n
882<\/td>\nAPPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION <\/td>\n<\/tr>\n
884<\/td>\nAPPENDIX M TSUNAMI-GENERATED FLOOD HAZARDS <\/td>\n<\/tr>\n
886<\/td>\nAPPENDIX N REPLICABLE BUILDINGS <\/td>\n<\/tr>\n
888<\/td>\nAPPENDIX O PERFORMANCE-BASED APPLICATION
SECTION O101 GENERAL <\/td>\n<\/tr>\n
890<\/td>\nINDEX <\/td>\n<\/tr>\n
930<\/td>\nRESOURCE A RECOMMENDED PRACTICES FOR REMOTE VIRTUAL INSPECTIONS (RVI) <\/td>\n<\/tr>\n
932<\/td>\nRECOMMENDED PRACTICES FOR REMOTE VIRTUAL <\/td>\n<\/tr>\n
933<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
934<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
936<\/td>\nPREFACE <\/td>\n<\/tr>\n
937<\/td>\nABOUT THE INTERNATIONAL CODE COUNCIL\u00ae <\/td>\n<\/tr>\n
938<\/td>\n1.0 INTRODUCTION
PURPOSE AND SCOPE
2.0 DEFINITIONS AND ACRONYMS
3.0 REMOTE VIRTUAL INSPECTION PROCESS <\/td>\n<\/tr>\n
939<\/td>\nCUSTOMER: REQUESTING A REMOTE VIRTUAL INSPECTION <\/td>\n<\/tr>\n
940<\/td>\nAHJ: SCHEDULING REMOTE VIRTUAL INSPECTION <\/td>\n<\/tr>\n
941<\/td>\nCUSTOMER: PREPARE FOR REMOTE VIRTUAL INSPECTION
CUSTOMER: PREPARE TO RECEIVE REMOTE VIRTUAL INSPECTION CALL <\/td>\n<\/tr>\n
942<\/td>\nWHAT TO EXPECT DURING THE INSPECTION
INSPECTION RESULTS <\/td>\n<\/tr>\n
943<\/td>\nMAINTAINING RECORDS OF INSPECTIONS
4.0 TRAINING AND COMMUNICATION
STAFF TRAINING <\/td>\n<\/tr>\n
944<\/td>\nCUSTOMER\/APPLICANT
ADDITIONAL CONSIDERATIONS <\/td>\n<\/tr>\n
945<\/td>\n5.0 APPENDIX A (EXAMPLES OF POTENTIAL ACTIVITIES) <\/td>\n<\/tr>\n
948<\/td>\nICC DIGITAL CODES LIBRARY <\/td>\n<\/tr>\n
950<\/td>\nICC ADDITIONAL CODE RESOURCES FROM ICC <\/td>\n<\/tr>\n
951<\/td>\nICC TRAINING <\/td>\n<\/tr>\n
952<\/td>\nICC ASSESSMENT CENTER <\/td>\n<\/tr>\n
953<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Oregon Structural Specialty Code, Based on the 2021 International Building Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
OR<\/b><\/a><\/td>\n2022<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":411575,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2730],"product_tag":[],"class_list":{"0":"post-411567","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-or","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\/411567","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\/411575"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=411567"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=411567"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=411567"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}