{"id":26047,"date":"2024-10-17T02:25:50","date_gmt":"2024-10-17T02:25:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/nj-buildingcode-06-2006\/"},"modified":"2024-10-24T13:44:00","modified_gmt":"2024-10-24T13:44:00","slug":"nj-buildingcode-06-2006","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/nj\/nj-buildingcode-06-2006\/","title":{"rendered":"NJ BuildingCode 06 2006"},"content":{"rendered":"

 This is a fully integrated custom code based on the 2006 International Building Code<\/i>\u00ae.<\/span><\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nINTERNATIONAL BUILDING CODE \u00ae NEW JERSEY EDITION <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT\u00a9 2007 <\/td>\n<\/tr>\n
3<\/td>\nPREFACE <\/td>\n<\/tr>\n
5<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
11<\/td>\nCHAPTER 1 ADMINISTRATION Deleted <\/td>\n<\/tr>\n
13<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
25<\/td>\nCHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
26<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
27<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
29<\/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
30<\/td>\nF] TABLE 307.1(1)\u2014continuedMAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, <\/td>\n<\/tr>\n
31<\/td>\n[F] TABLE 307.1(2)MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARDa, b, c, j <\/td>\n<\/tr>\n
35<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
36<\/td>\nSECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
37<\/td>\nSECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
38<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
39<\/td>\nCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASEDON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 COVERED MALL BUILDINGS
Equation 4-1 <\/td>\n<\/tr>\n
42<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
43<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
44<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
45<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
47<\/td>\nTABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
49<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
50<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
51<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
52<\/td>\nSECTION 410 STAGES AND PLATFORMS <\/td>\n<\/tr>\n
54<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS
SECTION 412 AIRCRAFT-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
55<\/td>\nTABLE 412.1.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
56<\/td>\nSECTION 413 COMBUSTIBLE STORAGE <\/td>\n<\/tr>\n
57<\/td>\nSECTION 414 HAZARDOUS MATERIALS
[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
59<\/td>\n[F] TABLE 414.2.5(1)MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NON FLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS d,e,f <\/td>\n<\/tr>\n
60<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
61<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa <\/td>\n<\/tr>\n
63<\/td>\nTABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
64<\/td>\nTABLE 415.3.1\u2014continuedMINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
65<\/td>\nTABLE 415.3.2 REQUIRED DETACHED STORAGE <\/td>\n<\/tr>\n
69<\/td>\nTABLE 415.8.2.1.1QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a <\/td>\n<\/tr>\n
73<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
74<\/td>\nSECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS
SECTION 419 GROUP I-1, R-1, R-2, R-3
SECTION 420 HYDROGEN CUTOFF ROOMS <\/td>\n<\/tr>\n
77<\/td>\nCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL HEIGHT AND AREA LIMITATIONS
SECTION 504 HEIGHT <\/td>\n<\/tr>\n
78<\/td>\nTABLE 503 ALLOWABLE HEIGHT AND BUILDING AREASaHeight limitations shown as stories and feet above grade plane.Area limitations as determined by the definition of \u201cArea, building,\u201d\u009d per story <\/td>\n<\/tr>\n
79<\/td>\nSECTION 505 MEZZANINES <\/td>\n<\/tr>\n
80<\/td>\nSECTION 506 AREA MODIFICATIONS
Equation 5-1
Equation 5-2 <\/td>\n<\/tr>\n
81<\/td>\nSECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
82<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY
TABLE 508.2 INCIDENTAL USE AREAS <\/td>\n<\/tr>\n
83<\/td>\nTABLE 508.3.3 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) <\/td>\n<\/tr>\n
84<\/td>\nSECTION 509 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
87<\/td>\nCHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
SECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
88<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n
89<\/td>\nTABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours)
TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, <\/td>\n<\/tr>\n
90<\/td>\nTABLE 602.4 WOOD MEMBER SIZE <\/td>\n<\/tr>\n
91<\/td>\nCHAPTER 7 FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 701 GENERAL
SECTION 702 DEFINITIONS <\/td>\n<\/tr>\n
92<\/td>\nSECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
93<\/td>\nSECTION 704 EXTERIOR WALLS <\/td>\n<\/tr>\n
94<\/td>\nEquation 7-2
FIGURE 704.7 EQUIVALENT OPENING FACTOR
TABLE 704.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGSa <\/td>\n<\/tr>\n
96<\/td>\nSECTION 705 FIRE WALLS
TABLE 705.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
98<\/td>\nSECTION 706 FIRE BARRIERS
TABLE 706.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIREBARRIER ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
99<\/td>\nSECTION 707 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
101<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
102<\/td>\nSECTION 709 SMOKE BARRIERS <\/td>\n<\/tr>\n
103<\/td>\nSECTION 710 SMOKE PARTITIONS
SECTION 711 HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
104<\/td>\nSECTION 712 PENETRATIONS <\/td>\n<\/tr>\n
106<\/td>\nSECTION 713 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
107<\/td>\nSECTION 714 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
108<\/td>\nSECTION 715 OPENING PROTECTIVES <\/td>\n<\/tr>\n
109<\/td>\nTABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
111<\/td>\nTABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
TABLE 715.5.3 LIMITING SIZES OF WIRED GLASS PANELS <\/td>\n<\/tr>\n
112<\/td>\nSECTION 716 DUCTS AND AIR TRANSFER OPENINGS
TABLE 716.3.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
115<\/td>\nSECTION 717 CONCEALED SPAC <\/td>\n<\/tr>\n
117<\/td>\nSECTION 718 FIRE-RESISTANCE REQUIREMENTSFOR PLASTER
SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
118<\/td>\nSECTION 720 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
119<\/td>\nTABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
120<\/td>\nTABLE 720.1(1)\u2014continuedMINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
121<\/td>\nTABLE 720.1(1)\u2014continuedMINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
122<\/td>\nTABLE 720.1(1)\u2014continuedMINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
123<\/td>\nTABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
124<\/td>\nTABLE 720.1(2)\u2014continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
125<\/td>\nTABLE 720.1(2)\u2014continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
126<\/td>\nTABLE 720.1(2)\u2014continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
127<\/td>\nTABLE 720.1(2)\u2014continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, <\/td>\n<\/tr>\n
128<\/td>\nTABLE 720.1(2)\u2014continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
129<\/td>\nTABLE 720.1(2)\u2014continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
130<\/td>\nTABLE 720.1(3)MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, <\/td>\n<\/tr>\n
131<\/td>\nTABLE 720.1(3)\u2014continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, <\/td>\n<\/tr>\n
132<\/td>\nTABLE 720.1(3)\u2014continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, <\/td>\n<\/tr>\n
133<\/td>\nTABLE 720.1(3)\u2014continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, <\/td>\n<\/tr>\n
134<\/td>\nTABLE 720.1(3)\u2014continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYST <\/td>\n<\/tr>\n
135<\/td>\nTABLE 720.1(3)\u2014continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, <\/td>\n<\/tr>\n
136<\/td>\nTABLE 720.1(3)\u2014continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, <\/td>\n<\/tr>\n
137<\/td>\nTABLE 720.1(3)\u2014continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, <\/td>\n<\/tr>\n
138<\/td>\nSECTION 721 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
139<\/td>\nTABLE 721.2.1.1MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE ORPRECAST CONCRETE WALLS, LOAD-BEARING ORNONLOAD-BEARING
Equation 7-3
FIGURE 721.2.1.2FIRE-RESISTANCE RATINGS OFTWO-WYTHE CONCRETE WALLS
Equation 7-4 <\/td>\n<\/tr>\n
140<\/td>\nTABLE 721.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R O.59 <\/td>\n<\/tr>\n
141<\/td>\nFIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
TABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
142<\/td>\nTABLE 721.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 721.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
Equation 7-5
FIGURE 721.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS <\/td>\n<\/tr>\n
143<\/td>\nFIGURE 721.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
144<\/td>\nFIGURE 721.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 721.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE
TABLE 721.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) <\/td>\n<\/tr>\n
145<\/td>\nTABLE 721.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc(APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 721.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH
TABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <\/td>\n<\/tr>\n
146<\/td>\nTABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
Equation 7-6 <\/td>\n<\/tr>\n
147<\/td>\nTABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d
Equation 7-7
TABLE 721.3.4 MINIMUM COVER OF LONGITUDINALREINFORCEMENT IN FIRE-RESISTANCE-RATEDREINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 721.3.5 MINIMUM DIMENSION OFCONCRETE MASONRY COLUMNS (inches) <\/td>\n<\/tr>\n
148<\/td>\nEquation 7-8
TABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
Equation 7-9
Equation 7-10 <\/td>\n<\/tr>\n
149<\/td>\nTABLE 721.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAMEBRICK VENEER WALLS OR PARTITIONS
TABLE 721.4.1(3) VALUES OF Rn0.59
TABLE 721.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 721.4.1(5) REINFORCED MASONRY LINTELS
TABLE 721.4.1(6) REINFORCED CLAY MASONRY COLUMNS
Equation 7-11 <\/td>\n<\/tr>\n
150<\/td>\nFIGURE 721.5.1(1) DETERMINATION OF THE HEATED PERIMETEROF STRUCTURAL STEEL COLUMNS
Equation 7-12 <\/td>\n<\/tr>\n
151<\/td>\nEquation 7-13
FIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEELCOLUMNS WITH SHEET STEEL COLUMN COVERSFor SI: 1 inch = 25.4 mm, 1 foot = 305 mm.1. Structural steel column, either wide flange or tubular
FIGURE 721.5.1(3)GYPSUM WALLBOARD PROTECTED STRUCTURAL STEELCOLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
152<\/td>\nEquation 7-14
FIGURE 721.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNSPROTECTED WITH VARIOUS THICKNESSES OFTYPE X GYPSUM WALLBOARD
FIGURE 721.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITHSPRAY-APPLIED FIRE-RESISTANT MATERIALS
FIGURE 721.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b
Equation 7-15 <\/td>\n<\/tr>\n
153<\/td>\nEquation 7-16
FIGURE 721.5.1(7) CONCRETE OR CLAY MASONRY PROTECTEDSTRUCTURAL STEEL COLUMNS
FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETEROF STRUCTURAL STEEL BEAMS AND GIRDERS <\/td>\n<\/tr>\n
154<\/td>\nTABLE 721.5.1(1) W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
155<\/td>\nTABLE 721.5.1(2) PROPERTIES OF CONCRETE
TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAYMASONRY UNITS <\/td>\n<\/tr>\n
156<\/td>\nTABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
157<\/td>\nTABLE 721.5.1(4)\u2014continuedWEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
158<\/td>\nTABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
159<\/td>\nTABLE 721.5.1(5)\u2014continuedFIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
160<\/td>\nTABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
161<\/td>\nTABLE 721.5.1(7)MINIMUM COVER (inch) FOR STEEL COLUMNSENCASED IN NORMAL-WEIGHT CONCRETEa[FIGURE 721.5.1(6)(c)]
TABLE 721.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNSENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa[FIGURE 721.5.1(6)(c)] <\/td>\n<\/tr>\n
162<\/td>\nTABLE 721.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNSIN NORMAL-WEIGHT PRECAST COVERSa[FIGURE 721.5.1(6)(a)]
TABLE 721.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNSIN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa[FIGURE 721.5.1(6)(a)] <\/td>\n<\/tr>\n
163<\/td>\nEquation 7-17 <\/td>\n<\/tr>\n
164<\/td>\nTABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa,b,c,d
TABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
Equation 7-18
Equation 7-19
Equation 7-20
Equation 7-21
TABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS <\/td>\n<\/tr>\n
165<\/td>\nTABLE 721.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 721.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
FIGURE 721.6.3(1 )LOAD FIGURE <\/td>\n<\/tr>\n
166<\/td>\nFIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS <\/td>\n<\/tr>\n
167<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
169<\/td>\nSECTION 804 INTERIOR FLOOR FINISH
TABLE 803.5 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
170<\/td>\nSECTION 805 COMBUSTIBLE MATERIALS IN TYPE I AND IICONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
173<\/td>\nCHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
176<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
177<\/td>\nTABLE 903.2.4.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
178<\/td>\nTABLE 903.2.13 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
179<\/td>\nTABLE 903.2.14 AUTOMATIC SPRINKLER SYSTEM THRESHOLDS <\/td>\n<\/tr>\n
181<\/td>\nSECTION 904 ALTERNATIVE AUTOMATICFIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
182<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
185<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
SECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
192<\/td>\nTABLE 907.9.1.2 VISIBLE AND AUDIBLE ALARMS <\/td>\n<\/tr>\n
193<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
194<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
195<\/td>\nEquation 9-1
Equation 9-2 <\/td>\n<\/tr>\n
196<\/td>\nEquation 9-8
Equation 9-9 <\/td>\n<\/tr>\n
200<\/td>\nSECTION 910 SMOKE AND HEAT VENTS <\/td>\n<\/tr>\n
201<\/td>\nTABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa <\/td>\n<\/tr>\n
202<\/td>\nEquation 9-10
SECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
203<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
205<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS <\/td>\n<\/tr>\n
206<\/td>\nSECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
207<\/td>\nSECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
208<\/td>\nTABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
SECTION 1005 EGRESS WIDTH <\/td>\n<\/tr>\n
209<\/td>\nTABLE 1005.1 EGRESS WIDTH PER OCCUPANT SERVED
SECTION 1006 MEANS OF EGRESS ILLUMINATION
SECTION 1007 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
211<\/td>\nSECTION 1008 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
212<\/td>\nTABLE 1008.1.3.1 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
216<\/td>\nSECTION 1009 STAIRWAYS <\/td>\n<\/tr>\n
218<\/td>\nSECTION 1010 RAMPS <\/td>\n<\/tr>\n
219<\/td>\nSECTION 1011 EXIT SIGNS <\/td>\n<\/tr>\n
220<\/td>\nSECTION 1012 HANDRAILS <\/td>\n<\/tr>\n
221<\/td>\nSECTION 1013 GUARDS <\/td>\n<\/tr>\n
222<\/td>\nSECTION 1014 EXIT ACCESS <\/td>\n<\/tr>\n
223<\/td>\nSECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
TABLE 1015.1 SPACES WITH ONE MEANS OF EGRESS <\/td>\n<\/tr>\n
224<\/td>\nSECTION 1016 EXIT ACCESS TRAVEL DISTANCE
TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
225<\/td>\nSECTION 1017 CORRIDORS
TABLE 1017.1 CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
226<\/td>\nSECTION 1018 EXITS
SECTION 1019 NUMBER OF EXITS AND CONTINUITY
TABLE 1019.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD <\/td>\n<\/tr>\n
227<\/td>\nTABLE 1019.2 BUILDINGS WITH ONE EXIT
SECTION 1020 VERTICAL EXIT ENCLOSURES <\/td>\n<\/tr>\n
228<\/td>\nSECTION 1021 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
229<\/td>\nSECTION 1022 HORIZONTAL EXITS
SECTION 1023 EXTERIOR EXIT RAMPS AND STAIRWAYS <\/td>\n<\/tr>\n
230<\/td>\nSECTION 1024 EXIT DISCHARGE <\/td>\n<\/tr>\n
231<\/td>\nSECTION 1025 ASSEMBLY <\/td>\n<\/tr>\n
232<\/td>\nTABLE 1025.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
234<\/td>\nTABLE 1025.10.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
235<\/td>\nSECTION 1026 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
237<\/td>\nCHAPTER 11 ACCESSIBILITYDeleted <\/td>\n<\/tr>\n
239<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
240<\/td>\nSECTION 1204 TEMPERATURE CONTROL Deleted
SECTION 1205 LIGHTING <\/td>\n<\/tr>\n
241<\/td>\nSECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
242<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 SURROUNDING MATERIALS <\/td>\n<\/tr>\n
243<\/td>\nCHAPTER 13 ENERGY EFFICIENCY Deleted <\/td>\n<\/tr>\n
245<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
246<\/td>\nSECTION 1404 MATERIALS
SECTION 1405 INSTALLATION OF WALL COVERINGS <\/td>\n<\/tr>\n
247<\/td>\nTABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
250<\/td>\nSECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIORSIDE OF EXTERIOR WALLS
TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS <\/td>\n<\/tr>\n
251<\/td>\nSECTION 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
253<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
254<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.2.1 ROOF COVERING CLASSIFICATIONUSING ALTERNATIVE METHOD <\/td>\n<\/tr>\n
255<\/td>\nTABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FORBUILDINGS WITH GRAVEL OR STONE ON THE ROOF IN AREASOUTSIDE A HURRICANE-PRONE REGION
SECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1b MINIMUM ROOF COVERING CLASSIFICATIONFOR TYPES OF CONSTRUCTION
SECTION 1506 MATERIALS <\/td>\n<\/tr>\n
256<\/td>\nSECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
257<\/td>\nTABLE 1507.2.9.2VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
259<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, <\/td>\n<\/tr>\n
260<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
261<\/td>\nTABLE 1507.7.5 SLATE SHINGLE HEADLAP
TABLE 1507.8.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.6 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
262<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
263<\/td>\nTABLE 1507.9.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.7 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
264<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
265<\/td>\nSECTION 1508 ROOF INSULATION
TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
266<\/td>\nSECTION 1510 REROOFING <\/td>\n<\/tr>\n
267<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
268<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
269<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
270<\/td>\nTABLE 1604.3 DEFLECTION LIMITSa, <\/td>\n<\/tr>\n
271<\/td>\nTABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
272<\/td>\nSECTION 1605 LOAD COMBINATIONS
Equation 16-1
Equation 16-2
Equation 16-3
Equation 16-4
Equation 16-5
Equation 16-6
Equation 16-7
Equation 16-8
Equation 16-9
Equation 16-10
Equation 16-11
Equation 16-12
Equation 16-13
Equation 16-14
Equation 16-15 <\/td>\n<\/tr>\n
273<\/td>\nEquation 16-16
Equation 16-17
Equation 16-18
Equation 16-19
Equation 16-20
Equation 16-21
Equation 16-22
Equation 16-23
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
274<\/td>\nTABLE 1607.6 UNIFORM AND CONCENTRATED LOADS <\/td>\n<\/tr>\n
275<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
276<\/td>\nTABLE 1607.1\u2014continuedMINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ANDMINIMUM CONCENTRATED LIVE LOADSg
Equation 16-24 <\/td>\n<\/tr>\n
277<\/td>\nTABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL
Equation 16-25
Equation 16-26 <\/td>\n<\/tr>\n
278<\/td>\nEquation 16-27
Equation 16-28
Equation 16-29
Equation 16-30
Equation 16-31
Equation 16-32
Equation 16-33 <\/td>\n<\/tr>\n
279<\/td>\nSECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
280<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
281<\/td>\nFIGURE 1608.2\u2013continuedGROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
282<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENINGSCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c, <\/td>\n<\/tr>\n
283<\/td>\nEquation 16-34
TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDSa, <\/td>\n<\/tr>\n
284<\/td>\nFIGURE 1609 BASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
285<\/td>\nFIGURE 1609\u2014continuedBASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
286<\/td>\nFIGURE 1609\u2013continuedBASIC WIND SPEED (3-SECOND GUST)WESTERN GULF OF MEXICO HURRICANE COASTLINE <\/td>\n<\/tr>\n
287<\/td>\nFIGURE 1609\u2013continuedBASIC WIND SPEED (3-SECOND GUST)EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE <\/td>\n<\/tr>\n
288<\/td>\nFIGURE 1609\u2013continuedBASIC WIND SPEED (3-SECOND GUST)MID AND NORTHERN ATLANTIC HURRICANE COASTLINE <\/td>\n<\/tr>\n
289<\/td>\nEquation 16-35
SECTION 1610 SOIL LATERAL LOADS
SECTION 1611 RAIN LOADS
Equation 16-36 <\/td>\n<\/tr>\n
290<\/td>\nTABLE 1610.1 SOIL LATERAL LOAD
SECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
292<\/td>\nSECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
293<\/td>\nEquation 16-37
Equation 16-38
TABLE 1613.5.2 SITE CLASS DEFINITIONS <\/td>\n<\/tr>\n
294<\/td>\nTABLE 1613.5.3(1) VALUES OF SITE COEFFICIENT Fa
TABLE 1613.5.3(2) VALUES OF SITE COEFFICIENT F
Equation 16-39
Equation 16-40
Equation 16-41 <\/td>\n<\/tr>\n
295<\/td>\nEquation 16-42
Equation 16-43
Equation 16-44
TABLE 1613.5.5 SITE CLASSIFICATIONa <\/td>\n<\/tr>\n
296<\/td>\nTABLE 1613.5.6(1) SEISMIC DESIGN CATEGORY BASED ONSHORT-PERIOD RESPONSE ACCELERATIONS
TABLE 1613.5.6(2) SEISMIC DESIGN CATEGORY BASED ON1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
298<\/td>\nFIGURE 1613.5(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
299<\/td>\nFIGURE 1613.5(1)\u2014continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
300<\/td>\nFIGURE 1613.5(2)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATESOF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
301<\/td>\nFIGURE 1613.5(2)\u2014continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATESOF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
302<\/td>\nFIGURE 1613.5(3)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
303<\/td>\nFIGURE 1613.5(3)\u2014continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
304<\/td>\nFIGURE 1613.5(4)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
305<\/td>\nFIGURE 1613.5(4)\u2014continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
306<\/td>\nFIGURE 1613.5(5) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS <\/td>\n<\/tr>\n
307<\/td>\nFIGURE 1613.5(6) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
308<\/td>\nFIGURE 1613.5(7) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
309<\/td>\nFIGURE 1613.5(8) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
310<\/td>\nFIGURE 1613.5(9) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
311<\/td>\nFIGURE 1613.5(10) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
312<\/td>\nFIGURE 1613.5(11) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
313<\/td>\nFIGURE 1613.5(12) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
314<\/td>\nFIGURE 1613.5(13) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS,ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
315<\/td>\nFIGURE 1613.5(14) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
317<\/td>\nCHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS <\/td>\n<\/tr>\n
318<\/td>\nSECTION 1703 APPROVALS
SECTION 1704 SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
320<\/td>\nTABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
321<\/td>\nTABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
323<\/td>\nTABLE 1704.5.1 LEVEL 1 SPECIAL INSPECTION <\/td>\n<\/tr>\n
324<\/td>\nTABLE 1704.5.3 LEVEL 2 SPECIAL INSPECTION
TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS <\/td>\n<\/tr>\n
325<\/td>\nTABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS <\/td>\n<\/tr>\n
326<\/td>\nSECTION 1705 STATEMENT OF SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
327<\/td>\nSECTION 1706 CONTRACTOR RESPONSIBILITY
SECTION 1707 SPECIAL INSPECTIONS FORSEISMIC RESISTANCE <\/td>\n<\/tr>\n
328<\/td>\nSECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE
SECTION 1709 STRUCTURAL OBSERVATIONS Deleted
SECTION 1710 DESIGN STRENGTHS OF MATERIALS <\/td>\n<\/tr>\n
329<\/td>\nSECTION 1711 ALTERNATIVE TEST PROCEDURE
SECTION 1712 TEST SAFE LOAD
SECTION 1713 IN-SITU LOAD TESTS
SECTION 1714 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
330<\/td>\nSECTION 1715 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
333<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 FOUNDATION AND SOILS INVESTIGATIONS <\/td>\n<\/tr>\n
334<\/td>\nSECTION 1803 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
335<\/td>\nSECTION 1804 ALLOWABLE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
336<\/td>\nTABLE 1804.2 ALLOWABLE FOUNDATION AND LATERAL PRESSURE
SECTION 1805 FOOTINGS AND FOUNDATIONS <\/td>\n<\/tr>\n
337<\/td>\nFIGURE 1805.3.1 FOUNDATION CLEARANCES FROM SLOPES
TABLE 1805.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, <\/td>\n<\/tr>\n
339<\/td>\nTABLE 1805.5(1) PLAIN MASONRY FOUNDATION WALLSa, <\/td>\n<\/tr>\n
340<\/td>\nTABLE 1805.5(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 5 INCHESa, <\/td>\n<\/tr>\n
341<\/td>\nTABLE 1805.5(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 6.75 INCHESa, b, <\/td>\n<\/tr>\n
342<\/td>\nTABLE 1805.5(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 8.75 INCHESa, <\/td>\n<\/tr>\n
343<\/td>\nTABLE 1805.5(5) CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
345<\/td>\nEquation 18-1
Equation 18-2 <\/td>\n<\/tr>\n
346<\/td>\nEquation 18-3 <\/td>\n<\/tr>\n
347<\/td>\nSECTION 1806 RETAINING WALLS
SECTION 1807 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
348<\/td>\nSECTION 1808 PIER AND PILE FOUNDATIONS <\/td>\n<\/tr>\n
353<\/td>\nSECTION 1809 DRIVEN PILE FOUNDATIONS <\/td>\n<\/tr>\n
354<\/td>\nEquation 18-4 <\/td>\n<\/tr>\n
355<\/td>\nEquation 18-5
Equation 18-6
Equation 18-7
Equation 18-8
Equation 18-9
Equation 18-10 <\/td>\n<\/tr>\n
356<\/td>\nSECTION 1810 CAST-IN-PLACE CONCRETE PILE FOUNDATIONS <\/td>\n<\/tr>\n
360<\/td>\nSECTION 1811 COMPOSITE PILES
SECTION 1812 PIER FOUNDATIONS <\/td>\n<\/tr>\n
363<\/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
364<\/td>\nTABLE 1904.2.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH
FIGURE 1904.2.2 WEATHERING PROBABILITY MAP FOR CONCRETEa, <\/td>\n<\/tr>\n
365<\/td>\nSECTION 1905 CONCRETE QUALITY, MIXING AND PLACING
SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS <\/td>\n<\/tr>\n
366<\/td>\nSECTION 1907 DETAILS OF REINFORCEMENT
SECTION 1908 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
369<\/td>\nSECTION 1909 STRUCTURAL PLAIN CONCRETE <\/td>\n<\/tr>\n
370<\/td>\nSECTION 1910 MINIMUM SLAB PROVISIONS
SECTION 1911 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
Equation 19-1
SECTION 1912 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN <\/td>\n<\/tr>\n
371<\/td>\nSECTION 1913 SHOTCRETE
TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pound <\/td>\n<\/tr>\n
372<\/td>\nSECTION 1914 REINFORCED GYPSUM CONCRETE
SECTION 1915 CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
375<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS <\/td>\n<\/tr>\n
377<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
381<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
382<\/td>\nTABLE 2103.8(1) MORTAR PROPORTIONS
TABLE 2103.8(2) MORTAR PROPERTIESa <\/td>\n<\/tr>\n
383<\/td>\nTABLE 2103.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
385<\/td>\nSECTION 2104 CONSTRUCTION <\/td>\n<\/tr>\n
387<\/td>\nSECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
388<\/td>\nTABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASO
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY <\/td>\n<\/tr>\n
389<\/td>\nSECTION 2106 SEISMIC DESIGN <\/td>\n<\/tr>\n
390<\/td>\nEquation 21-1
SECTION 2107 ALLOWABLE STRESS DESIGN
Equation 21-2
Equation 21-3 <\/td>\n<\/tr>\n
391<\/td>\nSECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
392<\/td>\nTABLE 2109.2.1.2 DIAPHRAGM LENGTH-TO-WIDTH RATIOS
TABLE 2109.2.3.1 ALLOWABLE STRESS GROSS CROSS-SECTIONALAREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
TABLE 2109.4.1 WALL LATERAL SUPPORT REQUIREMENTS <\/td>\n<\/tr>\n
393<\/td>\nTABLE 2109.3.2 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
394<\/td>\nTABLE 2109.5.3.1 FOUNDATION WALL CONSTRUCTION <\/td>\n<\/tr>\n
396<\/td>\nEquation 21-4
TABLE 2109.8.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
397<\/td>\nSECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
398<\/td>\nFIGURE 2110.3.1 GLASS MASONRY DESIGN WIND LOAD RESIST <\/td>\n<\/tr>\n
399<\/td>\nSECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
400<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TOFIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
401<\/td>\nSECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
404<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
405<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUAREAND RECTANGULAR FLUE SIZES
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREECHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
407<\/td>\nCHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTIONOF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
408<\/td>\nSECTION 2206 STEEL JOISTS
SECTION 2207 STEEL CABLE STRUCTURES <\/td>\n<\/tr>\n
409<\/td>\nSECTION 2208 STEEL STORAGE RACKS
SECTION 2209 COLD-FORMED STEEL
SECTION 2210 COLD-FORMED STEELLIGHT-FRAMED CONSTRUCTION <\/td>\n<\/tr>\n
411<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
412<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
415<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
416<\/td>\nTABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
417<\/td>\nTABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa,
TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
418<\/td>\nTABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHINGAND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITHSTRENGTH AXIS PERPENDICULAR TO SUPPORTSa, <\/td>\n<\/tr>\n
419<\/td>\nTABLE 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)
TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVERTWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted) <\/td>\n<\/tr>\n
421<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
422<\/td>\nTABLE 2304.9.1\u2014continuedFASTENING SCHEDULE <\/td>\n<\/tr>\n
423<\/td>\nTABLE 2304.9.1\u2014continuedFASTENING SCHEDULE <\/td>\n<\/tr>\n
425<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FORLATERAL-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
426<\/td>\nEquation 23-1
TABLE 2305.2.2(1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGMDEFLECTION DUE TO FASTENER SLIP (Structural <\/td>\n<\/tr>\n
427<\/td>\nTABLE 2305.2.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
428<\/td>\nTABLE 2305.2.3 MAXIMUM DIAPHRAGM DIMENSION RATIOSHORIZONTAL AND SLOPED DIAPHRAGM
FIGURE 2305.2.5(1) DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF OPEN-FRONT BUILDING
TABLE 2305.2.3 MAXIMUM DIAPHRAGM DIMENSION RATIOSHORIZONTAL AND SLOPED DIAPHRAGM <\/td>\n<\/tr>\n
429<\/td>\nFIGURE 2305.2.5(2) DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF CANTILEVERED DIAPHRAGM
Equation 23-2
TABLE 2305.3.4 MAXIMUM SHEAR WALL DIMENSION RATIOS <\/td>\n<\/tr>\n
430<\/td>\nFIGURE 2305.3.5 GENERAL DEFINITION OF SHEAR WALL HEIGHT, WIDTH AND HEIGHT-TO-WIDTH <\/td>\n<\/tr>\n
431<\/td>\nTABLE 2305.3.8.2 SHEAR RESISTANCE ADJUSTMENT FACTOR, C <\/td>\n<\/tr>\n
432<\/td>\nEquation 23-3
Equation 23-4 <\/td>\n<\/tr>\n
433<\/td>\nSECTION 2306 ALLOWABLE STRESS DESIGN
TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
434<\/td>\nTABLE 2306.2.1 WALL STUD BENDING STRESS INCREASE FACTORS
TABLE 2306.3.3 DIAGONALLY SHEATHED LUMBER DIAPHRAGM NAILING SCHEDULE <\/td>\n<\/tr>\n
435<\/td>\nTABLE 2306.3.1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITHFRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
436<\/td>\nTABLE 2306.3.1\u2014continuedALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITHFRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh <\/td>\n<\/tr>\n
437<\/td>\nTABLE 2306.3.1\u2014continuedALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURALPANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH,OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh <\/td>\n<\/tr>\n
438<\/td>\nTABLE 2306.3.2 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, <\/td>\n<\/tr>\n
439<\/td>\nSECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN <\/td>\n<\/tr>\n
440<\/td>\nTABLE 2306.4.1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITHFRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, h, i, <\/td>\n<\/tr>\n
441<\/td>\nTABLE 2306.4.3 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHINGb
TABLE 2306.4.3 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHINGb
TABLE 2306.4.4 ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ONSHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLYa, <\/td>\n<\/tr>\n
442<\/td>\nTABLE 2306.4.5 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATHAND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES <\/td>\n<\/tr>\n
443<\/td>\nSECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
445<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L\/ = 360) <\/td>\n<\/tr>\n
446<\/td>\nTABLE 2308.8(1)\u2014continuedFLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L\/ = 360) <\/td>\n<\/tr>\n
447<\/td>\nTABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L\/ = 360) <\/td>\n<\/tr>\n
448<\/td>\nTABLE 2308.8(2)\u2014continuedFLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L\/ = 360) <\/td>\n<\/tr>\n
449<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
452<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
453<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
TABLE 2308.9.3(1) BRACED WALL PANELSa <\/td>\n<\/tr>\n
454<\/td>\nTABLE 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)
TABLE 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) <\/td>\n<\/tr>\n
455<\/td>\nTABLE 2308.9.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
456<\/td>\nTABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
457<\/td>\nTABLE 2308.9.5\u2014continuedHEADER AND GIRDER SPANSaFOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
458<\/td>\nTABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
459<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
460<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/ = 240) <\/td>\n<\/tr>\n
461<\/td>\nTABLE 2308.10.2(1)\u2014continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/ = 240)
TABLE 2308.10.2(1)\u2014continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/ = 240) <\/td>\n<\/tr>\n
462<\/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\/ = 240) <\/td>\n<\/tr>\n
463<\/td>\nTABLE 2308.10.2(2)\u2014continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/ = 240) <\/td>\n<\/tr>\n
464<\/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\/ = 180) <\/td>\n<\/tr>\n
465<\/td>\nTABLE 2308.10.3(1)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
466<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
467<\/td>\nTABLE 2308.10.3(2)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
468<\/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\/ = 180) <\/td>\n<\/tr>\n
469<\/td>\nTABLE 2308.10.3(3)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
470<\/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\/ = 180) <\/td>\n<\/tr>\n
471<\/td>\nTABLE 2308.10.3(4)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
472<\/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\/ = 240) <\/td>\n<\/tr>\n
473<\/td>\nTABLE 2308.10.3(5)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
474<\/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\/ = 240) <\/td>\n<\/tr>\n
475<\/td>\nTABLE 2308.10.3(6)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
476<\/td>\nTABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg <\/td>\n<\/tr>\n
477<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
478<\/td>\nTABLE 2308.10.9\u2013continuedALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
479<\/td>\nFIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
480<\/td>\nFIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
481<\/td>\nTABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E(Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea) <\/td>\n<\/tr>\n
482<\/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 <\/td>\n<\/tr>\n
483<\/td>\nFIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING <\/td>\n<\/tr>\n
484<\/td>\nFIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE 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
485<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION 2404 WIND, SNOW, SEISMICAND DEAD LOADS ON GLASS
Equation 24-1
Equation 24-2
Equation 24-3
Equation 24-4) <\/td>\n<\/tr>\n
486<\/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 <\/td>\n<\/tr>\n
487<\/td>\nSECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
488<\/td>\nEquation 24-13
Equation 24-14
Equation 24-15
SECTION 2406 SAFETY GLAZING
TABLE 2406.1 MINIMUM CATEGORY CLASSIFICATION OF GLAZING <\/td>\n<\/tr>\n
490<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN ELEVATOR HOISTWAY <\/td>\n<\/tr>\n
491<\/td>\nCHAPTER 25 GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION <\/td>\n<\/tr>\n
492<\/td>\nSECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508. INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
493<\/td>\nTABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERSAND WATER CLOSETS <\/td>\n<\/tr>\n
494<\/td>\nSECTION 2510 LATHING AND FURRING FORCEMENT PLASTER (STUCCO)
SECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION <\/td>\n<\/tr>\n
495<\/td>\nSECTION 2512 EXTERIOR PLASTER
TABLE 2512.6 CEMENT PLASTERSa
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
497<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
500<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
501<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
502<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FORLIGHT-TRANSMITTING PLASTIC WALL PANELSa <\/td>\n<\/tr>\n
503<\/td>\nSECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
504<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTINGPLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTICSKYLIGHT GLAZING
SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS <\/td>\n<\/tr>\n
507<\/td>\nCHAPTER 27 ELECTRICALDeleted <\/td>\n<\/tr>\n
509<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS Deleted <\/td>\n<\/tr>\n
511<\/td>\nCHAPTER 29 PLUMBING SYSTEMS Deleted <\/td>\n<\/tr>\n
513<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES
SECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
514<\/td>\nSECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
515<\/td>\nSECTION 3006 MACHINE ROOMS <\/td>\n<\/tr>\n
517<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
518<\/td>\nSECTION 3103 TEMPORARY STRUCTURES <\/td>\n<\/tr>\n
519<\/td>\nSECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
SECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
520<\/td>\nSECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 RADIO AND TELEVISION TOWERS
SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES <\/td>\n<\/tr>\n
521<\/td>\nSECTION 3110 SWIMMING POOLS AND SPAS <\/td>\n<\/tr>\n
523<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
525<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
526<\/td>\nTABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
527<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 EXITS
SECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
529<\/td>\nCHAPTER 34 EXISTING STRUCTURES Deleted <\/td>\n<\/tr>\n
531<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
532<\/td>\nAF&PA
AHA
AISC
AISI <\/td>\n<\/tr>\n
533<\/td>\nAITC
ALI
ANSI <\/td>\n<\/tr>\n
534<\/td>\nAPA
ASAE
ASCE\/SEI <\/td>\n<\/tr>\n
535<\/td>\nASME
ASTM <\/td>\n<\/tr>\n
541<\/td>\nAWCI
AWPA
AWS <\/td>\n<\/tr>\n
542<\/td>\nBHMA
CGSB
CSA
CPSC
CSSB <\/td>\n<\/tr>\n
543<\/td>\nDASMA
DOC
DOL
DOTn
FEMA <\/td>\n<\/tr>\n
544<\/td>\nFM
GA
HPVA
ICC <\/td>\n<\/tr>\n
545<\/td>\nISO
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
546<\/td>\nNSPI <\/td>\n<\/tr>\n
547<\/td>\nPCI
PTI
RMI
SJI
SPRI <\/td>\n<\/tr>\n
548<\/td>\nTIA
TMS
TPI
UL <\/td>\n<\/tr>\n
549<\/td>\nULC
USC
WDMA
WRI <\/td>\n<\/tr>\n
551<\/td>\nAPPENDIX A EMPLOYEE QUALIFICATIONS Deleted <\/td>\n<\/tr>\n
553<\/td>\nAPPENDIX B BOARD OF APPEALS Deleted <\/td>\n<\/tr>\n
555<\/td>\nAPPENDIX C GROUP U\u2013AGRICULTURAL BUILDINGS Deleted <\/td>\n<\/tr>\n
557<\/td>\nAPPENDIX D FIRE DISTRICTS Deleted <\/td>\n<\/tr>\n
559<\/td>\nAPPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS Deleted <\/td>\n<\/tr>\n
561<\/td>\nAPPENDIX F RODENTPROOFING Deleted <\/td>\n<\/tr>\n
563<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION Deleted <\/td>\n<\/tr>\n
565<\/td>\nAPPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION
SECTION H105 DESIGN AND CONSTRUCTION <\/td>\n<\/tr>\n
566<\/td>\nSECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS
SECTION H110 ROOF SIGNS <\/td>\n<\/tr>\n
567<\/td>\nSECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS
SECTION H113 MARQUEE SIGNS <\/td>\n<\/tr>\n
568<\/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 <\/td>\n<\/tr>\n
569<\/td>\nAPPENDIX I PATIO COVERS Deleted <\/td>\n<\/tr>\n
571<\/td>\nAPPENDIX J GRADING Deleted <\/td>\n<\/tr>\n
573<\/td>\nAPPENDIX K ICC ELECTRICAL CODE Deleted <\/td>\n<\/tr>\n
575<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Building Code, New Jersey Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
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