{"id":136091,"date":"2024-10-19T07:50:59","date_gmt":"2024-10-19T07:50:59","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/va-construction-code-2012-2ndedition\/"},"modified":"2024-10-25T00:01:11","modified_gmt":"2024-10-25T00:01:11","slug":"va-construction-code-2012-2ndedition","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/va\/va-construction-code-2012-2ndedition\/","title":{"rendered":"VA Construction Code 2012 2ndEdition"},"content":{"rendered":"

This is a fully integrated code based on the 2012 International Building Code<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2012 VIRGINIA CONSTRUCTION CODE <\/td>\n<\/tr>\n
2<\/td>\n2012 VIRGINIA CONSTRUCTION CODE PART I OF THE VIRGINIA UNIFORM STATEWIDE 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
14<\/td>\nCHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL <\/td>\n<\/tr>\n
15<\/td>\nSECTION 102 PURPOSE AND SCOPE <\/td>\n<\/tr>\n
16<\/td>\nSECTION 103 APPLICATION OF CODE <\/td>\n<\/tr>\n
18<\/td>\nSECTION 104 ENFORCEMENT, GENERALLY <\/td>\n<\/tr>\n
19<\/td>\nSECTION 105 LOCAL BUILDING DEPARTMENT <\/td>\n<\/tr>\n
20<\/td>\nSECTION 106 POWERS AND DUTIES OF THE BUILDING OFFICIAL
SECTION 107 FEES
SECTION 108 APPLICATION FOR PERMIT <\/td>\n<\/tr>\n
23<\/td>\nSECTION 109 CONSTRUCTION DOCUMENTS
SECTION 110 PERMITS <\/td>\n<\/tr>\n
24<\/td>\nSECTION 111 RDP SERVICES <\/td>\n<\/tr>\n
25<\/td>\nSECTION 112 WORKMANSHIP, MATERIALS AND EQUIPMENT <\/td>\n<\/tr>\n
27<\/td>\nSECTION 113 INSPECTIONS <\/td>\n<\/tr>\n
29<\/td>\nSECTION 114 STOP WORK ORDERS
SECTION 115 VIOLATIONS
SECTION 116 CERTIFICATES OF OCCUPANCY <\/td>\n<\/tr>\n
30<\/td>\nSECTION 117 TEMPORARY AND MOVED BUILDINGS AND STRUCTURES; DEMOLITION <\/td>\n<\/tr>\n
31<\/td>\nSECTION 118 UNSAFE BUILDINGS OR STRUCTURES <\/td>\n<\/tr>\n
32<\/td>\nSECTION 119 APPEALS <\/td>\n<\/tr>\n
34<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
66<\/td>\nCHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
67<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
68<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
70<\/td>\n[F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p <\/td>\n<\/tr>\n
71<\/td>\n[F] TABLE 307.1(1)\u2014(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p <\/td>\n<\/tr>\n
72<\/td>\n[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARDa, b, c, i <\/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 <\/td>\n<\/tr>\n
83<\/td>\nEQUATION 4-1 <\/td>\n<\/tr>\n
84<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
85<\/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 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
92<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
94<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
97<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS
SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
99<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS <\/td>\n<\/tr>\n
100<\/td>\nSECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.3.1 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
101<\/td>\n[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa,b,c <\/td>\n<\/tr>\n
102<\/td>\nSECTION 413 COMBUSTIBLE STORAGE <\/td>\n<\/tr>\n
103<\/td>\nSECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
104<\/td>\n[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
105<\/td>\n[F] TABLE 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 LIQUIDSd,e,f
[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa <\/td>\n<\/tr>\n
106<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa <\/td>\n<\/tr>\n
107<\/td>\n[F] TABLE 415.5.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
108<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
112<\/td>\n[F] TABLE 415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a <\/td>\n<\/tr>\n
117<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES
SECTION 417 DRYING ROOMS <\/td>\n<\/tr>\n
118<\/td>\nSECTION 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 AND R-4
SECTION 421 HYDROGEN CUTOFF ROOMS <\/td>\n<\/tr>\n
120<\/td>\nSECTION 422 AMBULATORY CARE FACIILITIES
SECTION 423 STORM SHELTERS
SECTION 424 CHILDREN\u2019S PLAY STRUCTURES <\/td>\n<\/tr>\n
121<\/td>\nSECTION 425 MANUFACTURED HOMES AND INDUSTRIALIZED BUILDINGS <\/td>\n<\/tr>\n
122<\/td>\nSECTION 426 ABOVEGROUND LIQUID FERTILIZER TANKS <\/td>\n<\/tr>\n
123<\/td>\nSECTION 427 SHORT-TERM HOLDING AREAS <\/td>\n<\/tr>\n
124<\/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
125<\/td>\nTABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREASa, b Building height limitations shown in feet above grade plane. Story limitations shown as stories above grade plane. Building area limitations shown in square feet, as determined by the definition of \u201cArea, building,\u201d per story <\/td>\n<\/tr>\n
126<\/td>\nTABLE 503\u2014continued ALLOWABLE BUILDING HEIGHTS AND AREASa, b
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
127<\/td>\nSECTION 506 BUILDING AREA MODIFICATIONS
EQUATION 5-1
EQUATION 5-2
EQUATION 5-3 <\/td>\n<\/tr>\n
128<\/td>\nSECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
130<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
131<\/td>\nSECTION 509 INCIDENTAL USES <\/td>\n<\/tr>\n
132<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
SECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
133<\/td>\nTABLE 509 INCIDENTAL USES <\/td>\n<\/tr>\n
136<\/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
137<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, e, h
TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES <\/td>\n<\/tr>\n
138<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n
140<\/td>\nCHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 DEFINITIONS
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
141<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
143<\/td>\nSECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
144<\/td>\nEQUATION 7-1
FIGURE 705.7 EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n
145<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
146<\/td>\nEQUATION 7-2 <\/td>\n<\/tr>\n
147<\/td>\nSECTION 706 FIRE WALLS
TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
149<\/td>\nSECTION 707 FIRE BARRIERS <\/td>\n<\/tr>\n
150<\/td>\nTABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
151<\/td>\nSECTION 708 FIRE PARTITIONS
SECTION 709 SMOKE BARRIERS <\/td>\n<\/tr>\n
152<\/td>\nSECTION 710 SMOKE PARTITIONS <\/td>\n<\/tr>\n
153<\/td>\nSECTION 711 HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
154<\/td>\nSECTION 712 VERTICAL OPENINGS
SECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
156<\/td>\nSECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
159<\/td>\nSECTION 715 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
160<\/td>\nSECTION 716 OPENING PROTECTIVES
TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES <\/td>\n<\/tr>\n
162<\/td>\nTABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
164<\/td>\nTABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
165<\/td>\nSECTION 717 DUCTS AND AIR TRANSFER OPENINGS
TABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
169<\/td>\nSECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
171<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
172<\/td>\nSECTION 721 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
173<\/td>\nSECTION 722 CALCULATED FIRE RESISTANCE
TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
EQUATION 7-3 <\/td>\n<\/tr>\n
174<\/td>\nEQUATION 7-4 <\/td>\n<\/tr>\n
175<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
176<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
177<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
178<\/td>\nTABLE 721.1(1) \u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
179<\/td>\nTABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
180<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
181<\/td>\nTABLE 721.1(2) \u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
182<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
183<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
184<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
185<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
186<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
187<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o,
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
188<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
189<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
190<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
191<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
192<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
193<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
194<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
195<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
196<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
197<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
EQUATION 7-5 <\/td>\n<\/tr>\n
198<\/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 R0.59 <\/td>\n<\/tr>\n
199<\/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 <\/td>\n<\/tr>\n
200<\/td>\nTABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
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 <\/td>\n<\/tr>\n
201<\/td>\nFIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-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
202<\/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)
TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb <\/td>\n<\/tr>\n
203<\/td>\nTABLE 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
204<\/td>\nEQUATION 7-6 <\/td>\n<\/tr>\n
205<\/td>\nTABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d
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)
EQUATION 7-8 <\/td>\n<\/tr>\n
206<\/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
EQUATION 7-9 <\/td>\n<\/tr>\n
207<\/td>\nTABLE 722.4.1(3) VALUES OF Rn 0.59
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-10
EQUATION 7-11 <\/td>\n<\/tr>\n
208<\/td>\nFIGURE 722.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 722.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
209<\/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 STRUCTURE STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b
EQUATION 7-12 <\/td>\n<\/tr>\n
210<\/td>\nFIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
EQUATION 7-13
EQUATION 7-14 <\/td>\n<\/tr>\n
211<\/td>\nEQUATION 7-15
EQUATION 7-16
FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS <\/td>\n<\/tr>\n
212<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE <\/td>\n<\/tr>\n
213<\/td>\nTABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
214<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
215<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
216<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
217<\/td>\nTABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
218<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
219<\/td>\nTABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] <\/td>\n<\/tr>\n
220<\/td>\nTABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)]
TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] <\/td>\n<\/tr>\n
221<\/td>\nEQUATION 7-17 <\/td>\n<\/tr>\n
222<\/td>\nTABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d
TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a, b, c
EQUATION 7-18
EQUATION 7-19
EQUATION 7-20
EQUATION 7-21 <\/td>\n<\/tr>\n
223<\/td>\nTABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
224<\/td>\nFIGURE 722.6.3(1) LOAD FIGURE
FIGURE 722.6.3(2) EFFECTIVE LENGTH FACTORS <\/td>\n<\/tr>\n
226<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
228<\/td>\nTABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
229<\/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
230<\/td>\nSECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
232<\/td>\nCHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
233<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
235<\/td>\n[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
237<\/td>\n[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
239<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
241<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
243<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
244<\/td>\nTABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE
TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH <\/td>\n<\/tr>\n
245<\/td>\nSECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
254<\/td>\nTABLE 907.5.2.3.3VISIBLE ALARMS <\/td>\n<\/tr>\n
255<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
256<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
258<\/td>\nEQUATION 9-1
EQUATION 9-2
EQUATION 9-3 <\/td>\n<\/tr>\n
264<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL
TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa <\/td>\n<\/tr>\n
265<\/td>\nEQUATION 9-4
SECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
266<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
267<\/td>\nSECTION 913 FIRE PUMPS
SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES <\/td>\n<\/tr>\n
268<\/td>\nSECTION 915 IN-BUILDING EMERGENCY COMMUNICATIONS COVERAGE <\/td>\n<\/tr>\n
270<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS
SECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
271<\/td>\nSECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
272<\/td>\nTABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
273<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
274<\/td>\nSECTION 1006 MEANS OF EGRESS ILLUMINATION
SECTION 1007 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
277<\/td>\nSECTION 1008 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
278<\/td>\nTABLE 1008.1.4.1 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
283<\/td>\nSECTION 1009 STAIRWAYS <\/td>\n<\/tr>\n
287<\/td>\nSECTION 1010 RAMPS <\/td>\n<\/tr>\n
288<\/td>\nSECTION 1011 EXIT SIGNS <\/td>\n<\/tr>\n
289<\/td>\nSECTION 1012 HANDRAILS <\/td>\n<\/tr>\n
290<\/td>\nSECTION 1013 GUARDS <\/td>\n<\/tr>\n
292<\/td>\nSECTION 1014 EXIT ACCESS
TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL
SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
293<\/td>\nTABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
SECTION 1016 EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
294<\/td>\nTABLE 1016.2 EXIT ACCESS TRAVEL DISTANCEa
SECTION 1017 AISLES <\/td>\n<\/tr>\n
295<\/td>\nSECTION 1018 CORRIDORS
TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING
TABLE 1018.2 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
296<\/td>\nSECTION 1019 EGRESS BALCONIES
SECTION 1020 EXITS
SECTION 1021 NUMBER OF EXITS AND EXIT CONFIGURATION <\/td>\n<\/tr>\n
297<\/td>\nTABLE 1021.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES <\/td>\n<\/tr>\n
298<\/td>\nTABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
SECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
300<\/td>\nSECTION 1023 EXIT PASSAGEWAYS
SECTION 1024 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
302<\/td>\nSECTION 1025 HORIZONTAL EXITS
SECTION 1026 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
303<\/td>\nSECTION 1027 EXIT DISCHARGE <\/td>\n<\/tr>\n
304<\/td>\nSECTION 1028 ASSEMBLY <\/td>\n<\/tr>\n
305<\/td>\nTABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
307<\/td>\nTABLE 1028.10.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
309<\/td>\nSECTION 1029 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
310<\/td>\nCHAPTER 11 ACCESSIBILITY
SECTION 1101 GENERAL
SECTION 1102 DEFINITIONS
SECTION 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
311<\/td>\nSECTION 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
312<\/td>\nSECTION 1105 ACCESSIBLE ENTRANCES
SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES <\/td>\n<\/tr>\n
313<\/td>\nTABLE 1106.1(1) ACCESSIBLE PARKING SPACES FORGROUPS A, B, E, M, R-1, R-2, AND Ia
TABLE 1106.1(2) ACCESSIBLE PARKING SPACES FORGROUPS F, S, H, R-3, R-4, AND U <\/td>\n<\/tr>\n
314<\/td>\nSECTION 1107 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
315<\/td>\nTABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
317<\/td>\nSECTION 1108 SPECIAL OCCUPANCIES
TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES <\/td>\n<\/tr>\n
318<\/td>\nTABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS <\/td>\n<\/tr>\n
319<\/td>\nTABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES
SECTION 1109 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
322<\/td>\nTABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES <\/td>\n<\/tr>\n
323<\/td>\nSECTION 1110 SIGNAGE <\/td>\n<\/tr>\n
326<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
328<\/td>\nSECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING
SECTION 1206 YARDS OR COURTS <\/td>\n<\/tr>\n
329<\/td>\nSECTION 1207 SOUND TRANSMISSION
TABLE 1207.4 AIRPORT NOISE ATTENUATION STANDARDS
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
330<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
332<\/td>\nCHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
336<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
337<\/td>\nSECTION 1404 MATERIALS
SECTION 1405 INSTALLATION OF WALL COVERINGS <\/td>\n<\/tr>\n
338<\/td>\nTABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
TABLE 1405.3.1 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
342<\/td>\nSECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
343<\/td>\nTABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
SECTION 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
345<\/td>\nTABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS <\/td>\n<\/tr>\n
346<\/td>\nSECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
348<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
349<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.8MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF INAREAS OUTSIDE A HURRICANE-PRONE REGION
SECTION 1505 FIRE CLASSIFICATION <\/td>\n<\/tr>\n
350<\/td>\nTABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
SECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
351<\/td>\nTABLE 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
352<\/td>\nTABLE 1507.2.9.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
354<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c <\/td>\n<\/tr>\n
355<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
357<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
358<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
359<\/td>\nTABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
360<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
361<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
362<\/td>\nSECTION 1508 ROOF INSULATION
TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
364<\/td>\nSECTION 1510 REROOFING <\/td>\n<\/tr>\n
365<\/td>\nSECTION 1511 SOLAR PHOTOVOLTAIC PANELS\/MODULES <\/td>\n<\/tr>\n
366<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS
SECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
367<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
368<\/td>\nTABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i <\/td>\n<\/tr>\n
369<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
370<\/td>\nSECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
371<\/td>\nEQUATION 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
EQUATION 16-16 <\/td>\n<\/tr>\n
372<\/td>\nEQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
EQUATION 16-22
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
373<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
374<\/td>\nTABLE 1607.1\u2014continued 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
375<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
EQUATION 16-23 <\/td>\n<\/tr>\n
376<\/td>\nTABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR, KLL
EQUATION 16-24
EQUATION 16-25 <\/td>\n<\/tr>\n
377<\/td>\nEQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32 <\/td>\n<\/tr>\n
378<\/td>\nSECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
379<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
380<\/td>\nFIGURE 1608.2\u2014continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
381<\/td>\nSECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
382<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d
EQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONSa, b, c <\/td>\n<\/tr>\n
383<\/td>\nFIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
384<\/td>\nFIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
385<\/td>\nFIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
386<\/td>\nEQUATION 16-34 <\/td>\n<\/tr>\n
387<\/td>\nEQUATION 16-35 <\/td>\n<\/tr>\n
388<\/td>\nTABLE 1609.6.2 NET PRESSURE COEFFICIENTS, Cneta, <\/td>\n<\/tr>\n
389<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
390<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
391<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet a, b
SECTION 1610 SOIL LATERAL LOADS <\/td>\n<\/tr>\n
392<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
SECTION 1611 RAIN LOADS
EQUATION 16-36 <\/td>\n<\/tr>\n
393<\/td>\nFIGURE 1611.1100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
394<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
395<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
396<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
397<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
398<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
399<\/td>\nSECTION 1613 EARTHQUAKE LOADS
TABLE 1613.3.3 (1) VALUES OF SITE COEFFICIENT Fa a <\/td>\n<\/tr>\n
400<\/td>\nEQUATION 16-37
EQUATION 16-38
EQUATION 16-39
EQUATION 16-40
TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT FV a
TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION
TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
401<\/td>\nFIGURE 1613.3.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
402<\/td>\nFIGURE 1613.3.1(1)\u2014continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
403<\/td>\nFIGURE 1613.3.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
404<\/td>\nFIGURE 1613.3.1(2)\u2014continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
405<\/td>\nFIGURE 1613.3.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
406<\/td>\nFIGURE 1613.3.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
407<\/td>\nFIGURE 1613.3.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
408<\/td>\nFIGURE 1613.3.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
409<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
410<\/td>\nEQUATION 16-41
EQUATION 16-42 <\/td>\n<\/tr>\n
411<\/td>\nFIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
412<\/td>\nCHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
413<\/td>\nSECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS <\/td>\n<\/tr>\n
415<\/td>\nSECTION 1705 REQUIRED VERIFICATION AND INSPECTION <\/td>\n<\/tr>\n
416<\/td>\nTABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL <\/td>\n<\/tr>\n
417<\/td>\nTABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
418<\/td>\nTABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
422<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 TEST SAFE LOAD <\/td>\n<\/tr>\n
423<\/td>\nSECTION 1709 IN-SITU LOAD TESTS
SECTION 1710 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
424<\/td>\nSECTION 1711 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
426<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
428<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
429<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
430<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
431<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
432<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
433<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c <\/td>\n<\/tr>\n
434<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINF <\/td>\n<\/tr>\n
435<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REIN <\/td>\n<\/tr>\n
436<\/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
437<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3 <\/td>\n<\/tr>\n
438<\/td>\nSECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
439<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
440<\/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
441<\/td>\nSECTION 1809 SHALLOW FOUNDATIONS
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e <\/td>\n<\/tr>\n
442<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
445<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
446<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
449<\/td>\nEQUATION 18-5
EQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10 <\/td>\n<\/tr>\n
450<\/td>\nEQUATION 18-11 <\/td>\n<\/tr>\n
456<\/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
457<\/td>\nTABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f \u2032c)
FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETEa, b, c <\/td>\n<\/tr>\n
458<\/td>\nSECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
461<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19-1
SECTION 1909 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN <\/td>\n<\/tr>\n
462<\/td>\nTABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1910 SHOTCRETE <\/td>\n<\/tr>\n
463<\/td>\nSECTION 1911 REINFORCED GYPSUM CONCRETE
SECTION 1912 CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
466<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS <\/td>\n<\/tr>\n
468<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
470<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
471<\/td>\nSECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
472<\/td>\nTABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY <\/td>\n<\/tr>\n
473<\/td>\nSECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1
SECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
474<\/td>\nTABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
EQUATION 21-2
TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
475<\/td>\nSECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
477<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
478<\/td>\nSECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
481<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
482<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHI <\/td>\n<\/tr>\n
483<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
484<\/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
SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES <\/td>\n<\/tr>\n
485<\/td>\nSECTION 2207 STEEL JOISTS
SECTION 2208 STEEL CABLE STRUCTURES <\/td>\n<\/tr>\n
486<\/td>\nSECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL
SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
488<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
492<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
493<\/td>\nTABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c <\/td>\n<\/tr>\n
494<\/td>\nTABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa, b
TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
495<\/td>\nTABLE 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, b
TABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a, b (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) <\/td>\n<\/tr>\n
496<\/td>\nTABLE 2304.7(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)a, b <\/td>\n<\/tr>\n
498<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
499<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
500<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
502<\/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(Structural I)a, c
EQUATION 23-2 <\/td>\n<\/tr>\n
503<\/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
505<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
506<\/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 LOADINGf <\/td>\n<\/tr>\n
507<\/td>\nTABLE 2306.2(1)\u2014continued 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 LOADINGf <\/td>\n<\/tr>\n
508<\/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 LOADINGb, g, <\/td>\n<\/tr>\n
509<\/td>\nTABLE 2306.2(2)\u2014continued 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 PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
510<\/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 PINEa FOR WIND OR SEISMIC LOADINGb, f, g, i
TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBER BOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e <\/td>\n<\/tr>\n
511<\/td>\nTABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES <\/td>\n<\/tr>\n
514<\/td>\nTABLE 2308.8(1)FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u00ce\u201d = 360 <\/td>\n<\/tr>\n
515<\/td>\nTABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
516<\/td>\nTABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
517<\/td>\nTABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
518<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
519<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
520<\/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
521<\/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
523<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
524<\/td>\nTABLE 2308.9.5 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
525<\/td>\nTABLE 2308.9.5\u2014continued 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
526<\/td>\nTABLE 2308.9.6 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
527<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h <\/td>\n<\/tr>\n
528<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
529<\/td>\nTABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
530<\/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
531<\/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
532<\/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
533<\/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
534<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
535<\/td>\nTABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
536<\/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
537<\/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
538<\/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
539<\/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
540<\/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
541<\/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
542<\/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
543<\/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
544<\/td>\nTABLE 2308.10.4.1RAFTER TIE CONNECTIONSg <\/td>\n<\/tr>\n
546<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
547<\/td>\nTABLE 2308.10.9\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
548<\/td>\nFIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
549<\/td>\nTABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Percentage of Wall Bracing per each Braced Wall Linea) <\/td>\n<\/tr>\n
551<\/td>\nFIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE
FIGURE 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 <\/td>\n<\/tr>\n
552<\/td>\nFIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY <\/td>\n<\/tr>\n
553<\/td>\nFIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
554<\/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\t
EQUATION 24-2
EQUATION 24-3
EQUATION 24-4 <\/td>\n<\/tr>\n
555<\/td>\nEQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
557<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
SECTION 2406 SAFETY GLAZING
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 <\/td>\n<\/tr>\n
558<\/td>\nTABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
559<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
560<\/td>\nSECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
562<\/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
SECTION 2506 GYPSUM BOARD MATERIALS <\/td>\n<\/tr>\n
563<\/td>\nTABLE 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
564<\/td>\nTABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
565<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
566<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
568<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
571<\/td>\nFIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
572<\/td>\nSECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
573<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
574<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING <\/td>\n<\/tr>\n
575<\/td>\nSECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
576<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
577<\/td>\nSECTION 2613 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
578<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
580<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
584<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
TABLE 403.1. 3MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES FOR MARINAS <\/td>\n<\/tr>\n
586<\/td>\nFIGURE 1301.4 PICTOGRAPH DO NOT DRINK <\/td>\n<\/tr>\n
589<\/td>\nTABLE 1302.5.1 LOCATION OF NONPOTABLE GRAY WATER REUSE STORAGE TANKS <\/td>\n<\/tr>\n
590<\/td>\nTABLE 1303.8.1 LOCATION OF RAINWATER STORAGE TANKS <\/td>\n<\/tr>\n
591<\/td>\nSECTION 2902 MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n
592<\/td>\nTABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
593<\/td>\nTABLE 2902.1\u2014(continued)MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
594<\/td>\nTABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
596<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES
SECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
597<\/td>\nSECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
598<\/td>\nSECTION 3006 MACHINE ROOMS
SECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
599<\/td>\nFIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL <\/td>\n<\/tr>\n
600<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
602<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
603<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
604<\/td>\nSECTION 3105 AWNINGS AND CANOPIES
SECTION 3106 MARQUEES <\/td>\n<\/tr>\n
605<\/td>\nSECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOLS, SWIMMING POOL ENCLOSURES AND AQUATIC RECREATIONAL FACILITIES
SECTION 3110 AUTOMATIC VEHICULAR GATES <\/td>\n<\/tr>\n
606<\/td>\nSECTION 3111 SOLAR PHOTOVOLTAIC PANELS\/MODULES <\/td>\n<\/tr>\n
608<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
610<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
611<\/td>\nSECTION 3305 SANITARY (Section deleted)
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
612<\/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
613<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
614<\/td>\nCHAPTER 34 EXISTING BUILDING AND STRUCTURES <\/td>\n<\/tr>\n
616<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
617<\/td>\nAF&PA
AISC
AISI <\/td>\n<\/tr>\n
618<\/td>\nAITC
ALI
AMCA
ANSI <\/td>\n<\/tr>\n
619<\/td>\nAPA
API
APSP <\/td>\n<\/tr>\n
620<\/td>\nASABE
ASCE\/SEI
ASME <\/td>\n<\/tr>\n
621<\/td>\nASTM <\/td>\n<\/tr>\n
627<\/td>\nAWCI
AWPA
AWS
BHMA <\/td>\n<\/tr>\n
628<\/td>\nCGSB
CPA
CPSC
CSA <\/td>\n<\/tr>\n
629<\/td>\nCSSB
DASMA
DOC
DOJ
DOL <\/td>\n<\/tr>\n
630<\/td>\nDOTn
EN
FEMA
FM <\/td>\n<\/tr>\n
631<\/td>\nGA
HPVA
HUD
ICC <\/td>\n<\/tr>\n
632<\/td>\nISO
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
634<\/td>\nPCI
PTI
RMI
SDI <\/td>\n<\/tr>\n
635<\/td>\nSJI
SPRI
TFI
TIA
TMS <\/td>\n<\/tr>\n
636<\/td>\nTPI
UL <\/td>\n<\/tr>\n
637<\/td>\nULC <\/td>\n<\/tr>\n
638<\/td>\nUSC
WDMA
WRI <\/td>\n<\/tr>\n
640<\/td>\nAPPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
SECTION E101 GENERAL
SECTION E102 DEFINITIONS
SECTION E103 ACCESSIBLE ROUTE
SECTION E104 SPECIAL OCCUPANCIES
TABLE E104.3.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES <\/td>\n<\/tr>\n
641<\/td>\nSECTION E105 OTHER FEATURES AND FACILITIES
SECTION E106 TELEPHONES
TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n
642<\/td>\nSECTION E107 SIGNAGE
SECTION E108 BUS STOPS <\/td>\n<\/tr>\n
643<\/td>\nSECTION E109 TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
644<\/td>\nSECTION E110 AIRPORTS
SECTION E111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
646<\/td>\nAPPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
648<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY
SECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n
649<\/td>\nSECTION G104 PERMITS
SECTION G105 VARIANCES <\/td>\n<\/tr>\n
650<\/td>\nSECTION G201 DEFINITIONS <\/td>\n<\/tr>\n
651<\/td>\nSECTION G301 SUBDIVISIONS
SECTION G401 SITE IMPROVEMENT
SECTION G501 MANUFACTURED HOMES <\/td>\n<\/tr>\n
652<\/td>\nSECTION G601 RECREATIONAL VEHICLES
SECTION G701 TANKS
SECTION G801 OTHER BUILDING WORK
SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
653<\/td>\nSECTION G1101 REFERENCED STANDARDS <\/td>\n<\/tr>\n
654<\/td>\nAPPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION (Section deleted)
SECTION H105 DESIGN AND CONSTRUCTION <\/td>\n<\/tr>\n
655<\/td>\nSECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS
SECTION H110 ROOF SIGNS <\/td>\n<\/tr>\n
656<\/td>\nSECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS
SECTION H113 MARQUEE SIGNS <\/td>\n<\/tr>\n
657<\/td>\nSECTION H114 PORTABLE SIGNS
TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-B THICKNESS OF PROJECTION SIGN
SECTION H115 REFERENCED STANDARDS (Section deleted) <\/td>\n<\/tr>\n
658<\/td>\nAPPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITIONS
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
660<\/td>\nINDEX <\/td>\n<\/tr>\n
696<\/td>\nGET AHEAD WITH NEW TOOLS FOR YOUR CODE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Virginia Construction Code, 2nd Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
VA<\/b><\/a><\/td>\n2012<\/td>\n697<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":136093,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2718],"product_tag":[],"class_list":{"0":"post-136091","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-va","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\/136091","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\/136093"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=136091"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=136091"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=136091"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}