{"id":208491,"date":"2024-10-19T13:26:31","date_gmt":"2024-10-19T13:26:31","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-firelifesafetyhandbook-2009-pdf\/"},"modified":"2024-10-25T06:09:17","modified_gmt":"2024-10-25T06:09:17","slug":"icc-firelifesafetyhandbook-2009-pdf","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-firelifesafetyhandbook-2009-pdf\/","title":{"rendered":"ICC FireLifeSafetyHandbook 2009.pdf"},"content":{"rendered":"
2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | 2009 IBC HANDBOOK: FIRE-AND LIFE-SAFETY PROVISIONS <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | COPYRIGHT <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | PREFACE <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | FOREWARD <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | ACKNOWLEDGEMENTS <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | TABLE OF CONTENTS <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | CHAPTER 1 – SCOPE AND ADMINISTRATION <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | SECTION 101 – GENERAL <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | SECTION 102 – APPLICABILITY <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | SECTION 103 – DEPARTMENT OF BUILDING SAFETY SECTION 104 – DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | SECTION 105 – PERMITS <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | SECTION 107 – SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | SECTION 108 – TEMPORARY STRUCTURES AND USES SECTION 109 – FEES <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | SECTION 110 – INSPECTIONS <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | SECTION 111 – CERTIFICATE OF OCCUPANCY FIGURE 111-1 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | SECTION 112 – SERVICE UTILITIES SECTION 113 – BOARD OF APPEALS SECTION 114 – VIOLATIONS <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | SECTION 115 – STIO WORK ORDER FIGURE 115-1 STOP WORK ORDER <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | SECTION 116 – UNSAFE STRUCTURES AND EQUIPMENT KEY POINTS <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | CHAPTER 2 – DEFINITIONS <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | SECTION 201 – GENERAL SECTION 202 – DEFINITIONS <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | FIGURE 202-1 DEFINITION OF COURTS <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | FIGURE 202-3 – DEFINITION OF HIGH-RISE BUILDING <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | FIGURE 202-3 BUILDING WITH TWO STORIES ABOVE GRADE PLANE AND ONE BASEMENT LEVEL FIGURE 202-4 MULTISTORY BUILDING <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | FIGURE 202-5 PEDESTRIAN WALKWAY KEY POINTS <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | SECTION 302 – CLASSIFICATION <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | SECTION 303 – ASSEMBLY GROUP A <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | SECTION 304 – BUSINESS GROUP B <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | SECTION 305 – EDUCATIONAL GROUP E FIGURE 305-1 GROUP E CLASSIFICATION <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | SECTION 306 – FACTORY GROUP F SECTION 307 – HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | FIGURE 307-1 CONTROL AREA BOUNDARIES FOR ONE CONTROL FIGURE 307-2 MULTISTORY AREAS <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | FIGURE 307-3 EXAMPLE OF STORAGE VERSUS USE <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | APPLICATION EXAMPLE 307-1 <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | SECTION 308 – INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | SECTION 309 – MERCANTILE GROUP M <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | SECTION 310 – RESIDENTIAL GROUP R <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | SECTION 311 – STORAGE GROUP S SECTION 312 – UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | KEY POINTS <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | SECTION 402 – COVERED MALL AND OPEN MALL BUILDINGS FIGURE 402-1 OPEN MALL <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | FIGURE 402-2 OCCUPANT LOAD AND MEANS OF EGRESS FROM TENANT SPACE FIGURE 402-3 ARRANGEMENT OF EXITS <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | FIGURE 402-4 TRAVEL DISTANCE <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | FIGURE 402-5 DEAD-END MALL CRITERIA FIGURE 402-6 EXIT PASSAGEWAY WIDTH <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | FIGURE 402-7 MALL WIDTH REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | FIGURE 402-8 COVERED MALL BUILDING FIGURE 402-9 LIMITATIONS FOR PLASTIC SIGNS AND PANELS IN MALLS <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | SECTION 403 – HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | FIGURE 403-1 SMOKE REMOVAL <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | FIGURE 403-2 STANDBY POWER FIGURE 403-3 EMERGENCY LIGHTING SYSTEM <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | FIGURE 403-4 REMOTENESS OF EXIT ENCLOSURES <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | APPLICATION EXAMPLE 403-1 <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | FIGURE 403-5 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | SECTION 404 – ATRIUMS FIGURE 404-1 ATRIUM CONCEPT <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | FIGURE 404-2 ATRIUM ENCLOSURE FIGURE 404-3 GLASS PROTECTION <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | SECTION 405 – UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | FIGURE 405-1 UNDERGROUND BUILDINGS FIGURE 405-2 COMPARMENTATION OF UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | SECTION 406 – MOTOR-VEHICLE RELATED OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | FIGURE 406-1 OPEN PARKING GARAGES FIGURE 406-2 UNLIMITED AREA OPEN PARKING GARAGES <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | SECTION 407 – GROUP I-2 FIGURE 407-1 CORRIDORS IN GROUP I-2 OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | FIGURE 407-2 HOSPITAL COMPARTMENTATION SECTION 408 – GROUP I-3 <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | SECTION 409 – MOTION-PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | SECTION 410 – STAGES AND PLATFORMS FIGURE 410-1 STAGES <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | SECTION 411 – SPECIAL AMUSEMENT BUILDINGS <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | SECTION 412 – AIRCRAFT-RELATED OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | SECTION 413 – COMBUSTIBLE STORAGE SECTION 414 – HAZARDOUS MATERIALS <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | FIGURE 414-1 CODE APPROACH TO HAZARDOUS MATERIALS <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | FIGURE 414-2 FLOOR PLAN <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | SECTION 415 – GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | FIGURE 415-1 LOCATION ON PROPERTY FOR THE DETACHED BUILDINGS FIGURE 415-2 LOCATION ON PROPERTY FOR MIXED OCCUPANCIES THAT INCLUDE A GROUP H-2 OCCUPANCY <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | FIGURE 415-3 PERIMETER WALL ON EXTERIOR <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | APPLICATION EXAMPLE 415-1 SECTION 416 – APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | SECTION 417 – DRYING ROOMS SECTION 418 – ORGANIC COATINGS <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | SECTION 419 – LIVE\/WORK UNITS FIGURE 419-1 LIVE\/WORK UNIT <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | SECTION 420 – GROUPS I-1, R-1, R-2 AND R-3 <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | FIGURE 420-1 SEPARATION OF DWELLING UNITS AND SLEEPING UNITS SECTION 422 – AMBULATORY HEALTH CARE FACILITIES <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | FIGURE 422-1 AMBULATORY HEALTH-CARE FACILITY <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | SECTION 423 – STORM SHELTERS SECTION 423 – STORM SHELTERS KEY POINTS <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | SECTION 501 – GENERAL SECTION 502 – DEFINITIONS <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | FIGURE 502-1 BUILDING AREA FIGURE 502-2 BUILDING AREA <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | FIGURE 502-3 GRADE PLANE CALCULATION <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | FIGURE 502-4 USE OF BUILT-UP SOIL TO RAISE FINISHED GRADE FIGURE 502-5 HEIGHT OF BUILDING <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | FIGURE 502-6 TERRACED BUILDING <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | FIGURE 502-7 THREE-STORY BUILDING SECTION 503 – GENERAL BUILDING HEIGHT AND AREA LIMITATIONS <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | FIGURE 503-1 HEIGHT LIMITATIONS SEPARATED OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | FIGURE 503-2 HEIGHT LIMITATIONS NONSEPARATED OCCUPANCIES FIGURE 503-4 FIRE WALLS <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | FIGURE 503-5 BUILDINGS ON THE SAME LOT <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | SECTION 504 – BUILDING HEIGHT SECTION 505 – MEZZANINES <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | FIGURE 504-1 ALLOWABLE HEIGHT INCREASE FIGURE 504-2 HEIGHT INCREASE GROUP R <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | FIGURE 504-3 ROOF STRUCTURES <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | FIGURE 505-1 MEZZANINE HEIGHT AND AREA FIGURE 505-2 MEZZANINE AREA <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | FIGURE 505-3 MEZZANINE AREA FIGURE 505-4 MAXIMUM FLOOR AREA OF MEZZANINES <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | FIGURE 505-5 ENCLOSED MEZZANINES <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | FIGURE 505-6 ENCLOSED MEZZANINES <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | FIGURE 505-7 ENCLOSURE OF MEZZANINES SECTION 506 – BUILDING AREA MODIFICATIONS <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | APPLICATION EXAMPLE 506-1 <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | FIGURE 506-1 OPEN SPACE ACCESS <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | FIGURE 506-2 MEASUREMENT OF OPEN SPACE <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | FIGURE 506-3 YARDS AND PUBLIC WAYS AVAILABLE FOR AREA INCREASES <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | APPLICATION EXAMPLE 506-2 <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | APPLICATION EXAMPLE 506-3 <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | APPLICATION EXAMPLE 506-4 <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | APPLICATION EXAMPLE 506-5 <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | APPLICATION EXAMPLE 506-6 FIGURE 506-4 ALLOWABLE AREA FOR BASEMENT <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | APPLICATION EXAMPLE 506-7 <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | APPLICATION EXAMPLE 506-8 <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | SECTION 507 – UNLIMITED AREA BUILDINGS FIGURE 506-5 BUILDING AREA LIMITATIONS <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | FIGURE 506-6 GROUP R AREA DETERMINATION APPLICATION EXAMPLE 506-9 <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | FIGURE 507-1 ACCESSORY OCCUPANCY IN AN UNLIMITED AREA BUILDING <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | FIGURE 507-2 MIXED OCCUPANCY UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | FIGURE 507-3 GROUP A OCCUPANCIES IN UNLIMITED-AREA BUILDINGS <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | FIGURE 507-4 REDUCED OPEN SPACE <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | APPLICATION EXAMPLE 507-1 <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | SECTION 508 – MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | FIGURE 508-1 AGGREGATE ACCESSORY OCCUPANCIES FIGURE 508-2 SUMMARY OF MIXED OCCUPANCY METHODS <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | FIGURE 508-3 OCCUPANCY SEPARATION VS FIRE AREA SEPARATIONI <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | APPLICATION EXAMPLE 508-1 <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | FIGURE 508-4 AGGREGATE ACCESSORY OCCUPANCIES FIGURE 508-5 INDIVIDUAL ACCESSORY OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | APPLICATION EXAMPLE 508-2 <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | FIGURE 508-6 MAXIMUM HEIGHT OF ACCESSORY OCCUPANCY <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | FIGURE 508-7 INCIDENTAL ACCESSORY OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | FIGURE 508-8 INCIDENTAL USE AREA REQUIREMENTS FIGURE 508-9 INCIDENTAL ACCESSORY OCCUPANCY SMOKE SEPARATIONS <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | FIGURE 508-10 NONSEPARATED OCCUPANCIES IN A HIGH RISE BUILDING <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | APPLICATION EXAMPLE 508-3 <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | FIGURE 508-11 MAXIMUM HEIGHT OF SEPARATED OCCUPANCIES APPLICATION EXAMPLE 508-4 <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | APPLICATION EXAMPLE 508-5 <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | SECTION 509 – SPECIAL PROVISIONS <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | FIGURE 509-1 HORIZONTAL BUILDING SEPARATION <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | FIGURE 509-2 OPEN\/ENCLOSED PARKING <\/td>\n<\/tr>\n | ||||||
162<\/td>\n | FIGURE 509-3 PARKING BENEATH GROUP R <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | FIGURE 509-4 GROUP B AND M USES BELOW AN OPEN PARKING GARAGE FIGURE 509-5 SEPARATE BUILDINGS ABOVE HORIZONTAL SEPARATION <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | KEY POINTS <\/td>\n<\/tr>\n | ||||||
165<\/td>\n | CHAPTER 6 – TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | SECTION 602 – CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | SECTION 603 – COMBUSTIBLE MATERIALS IN TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | FIGURE 601-1 FIRE-RESISTIVE RATINGS FOR ROOF CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | APPLICATION EXAMPLE 601-1 APPLICATION EXAMPLE 601-2 <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | FIGURE 602-1 FIRE SEPARATION DISTANCE <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | FIGURE 602-2 EXTERIOR WALL RATING FIGURE 602-3 EXTERIOR WALL RATING <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | FIGURE 602-4 FIRE SEPARATION DISTANCE MEASUREMENT KEY POINTS <\/td>\n<\/tr>\n | ||||||
179<\/td>\n | CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | SECTION 702 – DEFINITIONS <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | FIGURE 702-1 FIRE SEPARATION DISTANCE <\/td>\n<\/tr>\n | ||||||
184<\/td>\n | SECTION 703 – FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n | ||||||
185<\/td>\n | FIGURE 703-1 TEST FURNACES FIGURE 703-2 FLOOR ASSEMBLY FIRE TEST <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | FIGURE 703-3 CONDITIONS OF ACCEPTANCE WALL FIRE TEST FIGURE 703-4 COMBUSTIBLE ASSEMBLY FOR DETERMINING FINISH RATING <\/td>\n<\/tr>\n | ||||||
187<\/td>\n | FIGURE 703-5 ALTERNATE FIRE TEST OF STEEL COLUMN PROTECTION <\/td>\n<\/tr>\n | ||||||
189<\/td>\n | FIGURE 703-6 FIRE-RESISTANCE RATED GLAZING IN FIRE BARRIERS <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | FIGURE 703-7 IDENTIFICATION SIGN FOR FIRE BARRIER SECTION 704 – FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n | ||||||
191<\/td>\n | FIGURE 704-1 MASS EFFECT FIGURE 704-2 INDIVIDUAL PROTECTION OF STRUCTURAL COLUMNS <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | FIGURE 704-3 PROTECTION OF PRIMARY STRUCTURAL FRAME MEMBERS <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | FIGURE 704-4 PROTECTION OF STRUCTURAL STEEL COLUMN FIGURE 704-5 REINFORCING STEEL IN CONCRETE JOISTS APPLICATION EXAMPLE 704-1 <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | FIGURE 704-6 IMPACT PROTECTION SECTION 705 – EXTERIOR WALLS FIGURE 705-1 LIMITATIONS ON EXTENSION OF PROJECTIONS <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | FIGURE 705-2 COMBUSTIBLE PROJECTIONS <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | FIGURE 705-3 PROJECTION VS ROOF PROTECTION <\/td>\n<\/tr>\n | ||||||
198<\/td>\n | FIGURE 705-4 BUILDINGS ON THE SAME LOT FIGURE 705-5 BUILDINGS ON THE SAME LOT FIGURE 705-6 MULTIPLE BUILDINGS CONSIDERED AS A SINGLE BUILDING <\/td>\n<\/tr>\n | ||||||
199<\/td>\n | FIGURE 705-7 NONSYMMETRICAL EXTERIOR WALL CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | FIGURE 705-8 NONSYMMETRICAL EXTERIOR WALL RATINGS <\/td>\n<\/tr>\n | ||||||
201<\/td>\n | FIGURE 705-9 UNLIMITED UNPROTECTED OPENINGS FIGURE 705-10 UNLIMITED OPENINGS IN THE FIRST STORY EXTERIOR WALL <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | APPLICATION EXAMPLE 705-1 <\/td>\n<\/tr>\n | ||||||
204<\/td>\n | FIGURE 705-11 FLAME BARRIERS FIGURE 705-112 VERTICAL EXPOSURE <\/td>\n<\/tr>\n | ||||||
205<\/td>\n | FIGURE 705-13 PARAPET EXCEPTION <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | FIGURE 705-14 PARAPET ALTERNATIVE <\/td>\n<\/tr>\n | ||||||
207<\/td>\n | FIGURE 705-15 PARAPET REQUIREMENTS SECTION 706 – FIRE WALLS <\/td>\n<\/tr>\n | ||||||
208<\/td>\n | APPLICATION EXAMPLE 706-1 FIGURE 706-1 PARTY WALLS <\/td>\n<\/tr>\n | ||||||
209<\/td>\n | APPLICATION EXAMPLE 706-2 APPLICATION EXAMPLE 706-3 <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | FIGURE 706-2 HORIZONTAL CONTINUITY <\/td>\n<\/tr>\n | ||||||
211<\/td>\n | FIGURE 706-3 HORIZONTAL CONTINUITY FIGURE 706-4 FIRE WALL INTERSECTION WITH EXTERIOR WALLS <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | FIGURE 706-5 IMAGINARY LOT LINE AT EXTENSION OF FIRE WALL <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | FIGURE 706-6 HORIZONTAL PROJECTING ELEMENTS <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | FIGURE 706-7 TERMINATION OF FIRE WALLS FIGURE 706-8 FIRE WALL VERTICAL CONTINUITY <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | FIGURE 706-9 STEPPED BUILDINGS FIGURE 706-10 STEPPED BUILDINGS <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | FIGURE 706-11 COMBUSTIBLE FRAMING IN FIRE WALLS FIGURE 706-12 OPENINGS IN FIRE WALLS <\/td>\n<\/tr>\n | ||||||
217<\/td>\n | SECTION 707 – FIRE BARRIERS FIGURE 707-1 FIRE BARRIER CONTINUITY <\/td>\n<\/tr>\n | ||||||
219<\/td>\n | SECTION 708 – SHAFT ENCLOSURES <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | FIGURE 708-1 ENCLOSURE AT SHAFT BOTTOM FIGURE 708-2 VERTICAL SHAFTS BOTTOM ENCLOSURE <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | FIGURE 708-3 TOP ENCLOSURE OF SHAFT FIGURE 708-4 RUBBISH AND LINEN CHUTES <\/td>\n<\/tr>\n | ||||||
224<\/td>\n | SECTION 709 – FIRE PARTITIONS <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | FIGURE 709-1 CORRIDOR FIRE PARTITIONS FIGURE 709-2 FIRE PARTITIONS ABOVE A CRAWL SPACE <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | FIGURE 709-3 CORRIDOR CONSTRUCTION FIGURE 709-4 TUNNEL CORRIDOR <\/td>\n<\/tr>\n | ||||||
228<\/td>\n | FIGURE 709-5 CORRIDOR PROTECTION AT EXTERIOR WALLS SECTION 710 – SMOKE BARRIERS <\/td>\n<\/tr>\n | ||||||
229<\/td>\n | SECTION 711 – SMOKE PARTITIONS SECTION 712 – HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n | ||||||
230<\/td>\n | FIGURE 712-1 OMISSION OF CEILING OR FLOORING MEMBRANE <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | FIGURE 712-2 HORIZONTAL SMOKE BARRIER SECTION 713 – PENETRATIONS <\/td>\n<\/tr>\n | ||||||
232<\/td>\n | FIGURE 713-1 DUCT PENETRATION OF A 1-HOUR FIRE BARRIER FIGURE 713-2 PENETRATION SLEEVE <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | FIGURE 713-3 F RATING REQUIRED FIGURE 713-4 THROUGH PENETRATIONS OF WALL <\/td>\n<\/tr>\n | ||||||
234<\/td>\n | FIGURE 713-5 PENETRATION OF FIRE-RESISTANCE RATED WALLS <\/td>\n<\/tr>\n | ||||||
235<\/td>\n | FIGURE 713-6 MEMBRANE PENETRATION PROTECTION FIGURE 713-7 MEMBRANE PENETRATIONS OF WALLS <\/td>\n<\/tr>\n | ||||||
236<\/td>\n | FIGURE 713-8 THROUGH PENETRATIONS OF HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n | ||||||
237<\/td>\n | FIGURE 713-9 PENETRATIONS OF HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | FIGURE 713-10 MEMBRANE PENETRATIONS OF HORIZONTAL ASSEMBLIES FIGURE 713-11 NONFIRE-RESISTANCE RATED ASSEMBLIES <\/td>\n<\/tr>\n | ||||||
239<\/td>\n | SECTION 714 – FIRE-RESISTANT JOINT SYSTEMS FIGURE 714-1 FIRE RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n | ||||||
240<\/td>\n | FIGURE 714-2 EXTERIOR CURTAIN WALL\/FLOOR INTERSECTION SECTION 715 – OPENING PROTECTIVES <\/td>\n<\/tr>\n | ||||||
241<\/td>\n | FIGURE 715-1 FIRE TEST OF DOOR ASSEMBLIES <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | FIGURE 715-2 CORRIDOR DOORS IN A MULTITHEATER COMPLEX <\/td>\n<\/tr>\n | ||||||
243<\/td>\n | FIGURE 715-3 IDENTIFICATION OF GLAZING IN FIRE DOORS <\/td>\n<\/tr>\n | ||||||
244<\/td>\n | FIGURE 715-4 GLAZING LIMITATIONS FIGURE 715-5 EXTERIOR GLAZED OPENINGS <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | SECTION 716 – DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n | ||||||
246<\/td>\n | FIGURE 716-1 COMINATION FIRE AND SMOKE DAMPERS <\/td>\n<\/tr>\n | ||||||
248<\/td>\n | FIGURE 716-2 FIRE AND SMOKE DAMPER LOCATION <\/td>\n<\/tr>\n | ||||||
249<\/td>\n | FIGURE 716-3 EXHAUST SUBDUCTS PENETRATING SHAFTS FIGURE 716-4 DUCTS CROSSING CORRIDOR <\/td>\n<\/tr>\n | ||||||
250<\/td>\n | SECTION 717 – CONCEALED SPACES <\/td>\n<\/tr>\n | ||||||
251<\/td>\n | FIGURE 717-1 FIREBLOCKING <\/td>\n<\/tr>\n | ||||||
252<\/td>\n | FIGURE 717-2 FIRE BLOCKS VERTICAL AND HORIZONTAL SPACE CONNECTIONS <\/td>\n<\/tr>\n | ||||||
253<\/td>\n | FIGURE 717-3 FIRE BLOCK STAIRS FIGURE 717-4 FIRE BLOCKS-PIPES, CHIMNEYS, ETC. <\/td>\n<\/tr>\n | ||||||
254<\/td>\n | FIGURE 717-5 DRAFT STOPS FLOORS <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | FIGURE 717-9 ATTIC DRAFT STOPS GROUPS R-1 AND R-2 FIGURE 717-7 ATTIC DRAFT STOPS-OTHER THAN GROUP R OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
256<\/td>\n | SECTION 718 – FIRE-RESISTANCE – REQUIREMENTS FOR PLASTER SECTION 719 – THERMAL AND SOUND-INSULATING MATERIAL SECTION 720 – PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n | ||||||
257<\/td>\n | FIGURE 720-1 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n | ||||||
258<\/td>\n | FIGURE 720-2 REINFORCING STEEL IN CONCRETE COLUMNS, BEAMS, GIRDERS AND TRUSSES FIGURE 720-3 WALLS AND PARTITIONS <\/td>\n<\/tr>\n | ||||||
259<\/td>\n | FIGURE 720-4 EQUIVALENT THICKNESS OF MASONRY WALLS FIGURE 720-5 1-HOUR WOOD FLOOR OR ROOF ASSEMLBY ITEM NUMBER 21-1.1 <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | FIGURE 720-6 VARIABLE PROTECTION OF BONDED PRESTRESSED TENDONS, MULTIPLE TENDONS SECTION 721 – CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n | ||||||
261<\/td>\n | APPLICATION EXAMPLE 721-1 <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | KEY POINTS \n <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | CHAPTER 8 – INTERIOR FINISHES <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | SECTION 801 – GENERAL SECTION 803 – WALL AND CEILING FINISHES <\/td>\n<\/tr>\n | ||||||
267<\/td>\n | FIGURE 803-1 FLAME-SPREAD REQUIREMENTS BY LOCATION WITHIN A NONSPRINKLERED OFFICE BUILDING <\/td>\n<\/tr>\n | ||||||
268<\/td>\n | FIGURE 803-2 FLAME-SPREAD CLASSIFICATION OF WOODS <\/td>\n<\/tr>\n | ||||||
269<\/td>\n | SECTION 804 – INTERIOR FLOOR FINISH <\/td>\n<\/tr>\n | ||||||
270<\/td>\n | SECTION 805 – COMBUSTIBLE MATERIALS IN TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
271<\/td>\n | SECTION 806 – DECORATIVE MATERIALS AND TRIM KEY POINTS <\/td>\n<\/tr>\n | ||||||
273<\/td>\n | CHAPTER 9 – FIRE PROTECTION SYSTEMS <\/td>\n<\/tr>\n | ||||||
274<\/td>\n | SECTION 901 – GENERAL <\/td>\n<\/tr>\n | ||||||
275<\/td>\n | FIGURE 901-1 FIRE AREAS APPLICATION EXAMPLE 901-1 <\/td>\n<\/tr>\n | ||||||
276<\/td>\n | APPLICATION EXAMPLE 901-2 SECTION 903 – AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n | ||||||
277<\/td>\n | FIGURE 903-1 SPRINKLER REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
278<\/td>\n | APPLICATION EXAMPLE 903-1 <\/td>\n<\/tr>\n | ||||||
280<\/td>\n | APPLICATION EXAMPLE 903-2 APPLICATION EXAMPLE 903-3 <\/td>\n<\/tr>\n | ||||||
281<\/td>\n | FIGURE 903-2 GROUP A SPRINKLER FIGURE 903-3 GROUP A FIRE AREA <\/td>\n<\/tr>\n | ||||||
282<\/td>\n | APPLICATION EXAMPLE 903-4 <\/td>\n<\/tr>\n | ||||||
284<\/td>\n | FIGURE 903-4 MULTISTORY GROUP F-1 OCCUPANCIES FIGURE 903-5 SPRINKLERED GROUP F-1 OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
285<\/td>\n | FIGURE 903-6 WOODWORKING OPERATIONS <\/td>\n<\/tr>\n | ||||||
288<\/td>\n | FIGURE 903-7 REQUIRED EXTERIOR OPENINGS FIGURE 903-8 REQUIRED EXTERIOR OPENINGS <\/td>\n<\/tr>\n | ||||||
289<\/td>\n | FIGURE 903-9 MAXIMUM DISTANCE BETWEEN WALLS FIGURE 903-10 ACCESS TO REQUIRED OPENINGS <\/td>\n<\/tr>\n | ||||||
290<\/td>\n | FIGURE 903-11 OPENINGS IN BASEMENT <\/td>\n<\/tr>\n | ||||||
292<\/td>\n | SECTION 904 – ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS SECTION 905 – STANDPIPE SYSTEMS FIGURE 905-1 STANPIPES REQUIRED <\/td>\n<\/tr>\n | ||||||
293<\/td>\n | FIGURE 905-2 CLASS III STANDPIPE SYSTEMS FIGURE 905-3 FIRE DEPARTMENT VEHICLE ACCESS <\/td>\n<\/tr>\n | ||||||
294<\/td>\n | FIGURE 905-4 CONNECTIONS AT A HORIZONTAL EXIT <\/td>\n<\/tr>\n | ||||||
295<\/td>\n | FIGURE 905-5 STANDPIPE CONNECTION LOCATIONS FIGURE 905-6 CLASS II STANDPIPE LOCATIONS AT STAGES 1000 SQ. FT <\/td>\n<\/tr>\n | ||||||
296<\/td>\n | FIGURE 905-7 CLASS II CONNECTIONS <\/td>\n<\/tr>\n | ||||||
297<\/td>\n | FIGURE 905-8 CLASS III STANDPIPE CONNECTIONS SECTION 907 – FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n | ||||||
298<\/td>\n | FIGURE 907-1 REQUIRED FIRE ALARM SYSTEMS <\/td>\n<\/tr>\n | ||||||
301<\/td>\n | FIGURE 907-2 LOCATION OF SMOKE DETECTORS FIGURE 907-3 SMOKE DETECTORS <\/td>\n<\/tr>\n | ||||||
303<\/td>\n | FIGURE 907-4 MANUAL FIRE ALARM BOXES <\/td>\n<\/tr>\n | ||||||
304<\/td>\n | SECTION 908 – EMERGENCY ALARM SYSTEMS SECTION 909 – SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n | ||||||
305<\/td>\n | FIGURE 909-1 VENTILATED VESTIBULE <\/td>\n<\/tr>\n | ||||||
306<\/td>\n | FIGURE 909-2 NATURAL VENTILATION <\/td>\n<\/tr>\n | ||||||
307<\/td>\n | FIGURE 909-3 VESTIBULE VENTILATION SECTION 910 – SMOKE AND HEAT VENTS <\/td>\n<\/tr>\n | ||||||
309<\/td>\n | FIGURE 910-1 ROOF VENTS AND CURTAIN BOARDS SECTION 911 – FIRE COMMAND CENTER SECTION 914 – EMERGENCY RESPONDER SAFETY FEATURES <\/td>\n<\/tr>\n | ||||||
310<\/td>\n | KEY POINTS <\/td>\n<\/tr>\n | ||||||
311<\/td>\n | CHAPTER 10 – MEANS OF EGRESS <\/td>\n<\/tr>\n | ||||||
313<\/td>\n | SECTION 1001 – ADMINISTRATION SECTION 1002 – DEFINITIONS <\/td>\n<\/tr>\n | ||||||
314<\/td>\n | FIGURE 1002-1 AISLE ACCESSWAYS FIGURE 1002-2 ALTERNATING TREAD DEVICES <\/td>\n<\/tr>\n | ||||||
315<\/td>\n | FIGURE 1002-3 COMMON PATH OF EGRESS TRAVEL <\/td>\n<\/tr>\n | ||||||
316<\/td>\n | FIGURE 1002-4 EGRESS COURT <\/td>\n<\/tr>\n | ||||||
317<\/td>\n | FIGURE 1002-5 EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n | ||||||
318<\/td>\n | FIGURE 1002-6 LEVEL OF EXIT DISCHARGE DEFINED <\/td>\n<\/tr>\n | ||||||
319<\/td>\n | FIGURE 1002-7 GROSS FLOOR AREA <\/td>\n<\/tr>\n | ||||||
320<\/td>\n | FIGURE 1002-8 DEFINITION OF A MEANS OF EGRESS <\/td>\n<\/tr>\n | ||||||
321<\/td>\n | FIGURE 1002-9 MERCHANDISE PAD <\/td>\n<\/tr>\n | ||||||
322<\/td>\n | SECTION 1003 – GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n | ||||||
323<\/td>\n | FIGURE 1003-1 MEANS OF EGRESS HEADROOM <\/td>\n<\/tr>\n | ||||||
324<\/td>\n | FIGURE 1003-2 REDUCED VERTICAL CLEARANCE FIGURE 1003-3 POST-MOUNTED PROTRUDING OBJECTS <\/td>\n<\/tr>\n | ||||||
325<\/td>\n | FIGURE 1003-4 LIMITS OF PROTRUDING OBJECTS <\/td>\n<\/tr>\n | ||||||
326<\/td>\n | FIGURE 1003-5 LONGITUDINAL SECTION THROUGH CORRIDOR OR OTHER EXIT PATH FIGURE 1003-6 SINGLE STEP AT EXTERIOR DOOR FIGURE 1003-7 ELEVATION CHANGE <\/td>\n<\/tr>\n | ||||||
327<\/td>\n | SECTION 1004 – OCCUPANT LOAD <\/td>\n<\/tr>\n | ||||||
328<\/td>\n | FIGURE 1004-1 COMBINATION OCCUPANT LOADS FIGURE 1004-2 NUMBER BY COMBINATION <\/td>\n<\/tr>\n | ||||||
329<\/td>\n | FIGURE 1004-3 DESIGN OCCUPANT LOAD <\/td>\n<\/tr>\n | ||||||
331<\/td>\n | APPLICATION EXAMPLE 1004-1 APPLICATION EXAMPLE 1004-2 <\/td>\n<\/tr>\n | ||||||
332<\/td>\n | APPLICATION EXAMPLE 1004-3 APPLICATION EXAMPLE 1004-4 <\/td>\n<\/tr>\n | ||||||
333<\/td>\n | FIGURE 1004-4 OCCUPANT LOAD SIGN FIGURE 1004-5 POSTING OF OCCUPANT LOAD <\/td>\n<\/tr>\n | ||||||
334<\/td>\n | FIGURE 1004-6 EGRESS CONVERGENCE <\/td>\n<\/tr>\n | ||||||
335<\/td>\n | APPLICATION EXAMPLE 1004-5 <\/td>\n<\/tr>\n | ||||||
336<\/td>\n | APPLICATION EXAMPLE 1004-6 <\/td>\n<\/tr>\n | ||||||
337<\/td>\n | FIGURE 1004-7 OCCUPANT LOAD DETERMINATION FOR FIXED SEATING <\/td>\n<\/tr>\n | ||||||
338<\/td>\n | FIGURE 1004-8 OUTDOOR AREAS SECTION 1005 – EGRESS WIDTH <\/td>\n<\/tr>\n | ||||||
339<\/td>\n | APPLICATION EXAMPLE 1005-1 APPLICATION EXAMPLE 1005-2 <\/td>\n<\/tr>\n | ||||||
340<\/td>\n | APPLICATION EXAMPLE 1005-3 <\/td>\n<\/tr>\n | ||||||
341<\/td>\n | APPLICATION EXAMPLE 1005-4 <\/td>\n<\/tr>\n | ||||||
342<\/td>\n | FIGURE 1005-1 REDUCTION IN ACTUAL WIDTH <\/td>\n<\/tr>\n | ||||||
343<\/td>\n | FIGURE 1005-2 WIDTH OF EXITS-MULTISTORY BUILDING <\/td>\n<\/tr>\n | ||||||
344<\/td>\n | FIGURE 1005-3 EGRESS OBSTRUCTION DUE TO DOOR SWING FIGURE 1005-4 DOORS SWINGING INTO EGRESS PATH SECTION 1006 – MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n | ||||||
346<\/td>\n | FIGURE 1006-1 EMERGENCY POWER FOR EGRESS ILLUSTRATION SECTION 1007 – ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n | ||||||
347<\/td>\n | FIGURE 1007-1 ELEVATOR AS ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n | ||||||
350<\/td>\n | FIGURE 1007-2 EXTERIOR AREA FOR ASSISTED RESCUE FIGURE 1007-3 TWO-WAY COMMUNICATION SYSTEM AT ELEVATOR LANDING <\/td>\n<\/tr>\n | ||||||
351<\/td>\n | SECTION 1008 – DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n | ||||||
352<\/td>\n | FIGURE 1008-1 MINIMUM CLEAR WIDTH OF EGRESS DOOR <\/td>\n<\/tr>\n | ||||||
353<\/td>\n | FIGURE 1008-2 MAXIMUM DOOR LEAF SIZE FIGURE 1008-3 EGRESS DOOR WIDTH <\/td>\n<\/tr>\n | ||||||
356<\/td>\n | FIGURE 1008-4 FLOOR ELEVATION <\/td>\n<\/tr>\n | ||||||
357<\/td>\n | FIGURE 1008-5 FLOOR LEVEL AT DOORS <\/td>\n<\/tr>\n | ||||||
358<\/td>\n | FIGURE 1008-6 WIDTH OF LANDINGS AT DOORS FIGURE 1008-7 DOORS AND LANDINGS <\/td>\n<\/tr>\n | ||||||
359<\/td>\n | FIGURE 1008-8 LENGTH OF LANDINGS AT DOORS FIGURE 1008-9 THRESHOLD HEIGHT FIGURE 1008-10 THRESHOLD HEIGHT <\/td>\n<\/tr>\n | ||||||
360<\/td>\n | FIGURE 1008-11 TWO DOORS IN SERIES <\/td>\n<\/tr>\n | ||||||
363<\/td>\n | FIGURE 1008-12 DOOR HARDWARE ON PAIR OF DOORS <\/td>\n<\/tr>\n | ||||||
364<\/td>\n | FIGURE 1008-13 LOCKS ON EGRESS DOORS OF GROUP I-2 OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
367<\/td>\n | FIGURE 1008-14 PANIC HARDWARE ON BALANCED DOORS SECTION 1009 – STAIRWAYS <\/td>\n<\/tr>\n | ||||||
368<\/td>\n | APPLICATION EXAMPLE 1009-1 FIGURE 1009-1 STAIRWAY HEADROOM CLEARANCE <\/td>\n<\/tr>\n | ||||||
369<\/td>\n | FIGURE 1009-2 RISE AND RUN <\/td>\n<\/tr>\n | ||||||
370<\/td>\n | FIGURE 1009-3 STAIR TOLERANCES <\/td>\n<\/tr>\n | ||||||
371<\/td>\n | FIGURE 1009-4 SLOPING LANDINGS FIGURE 1009-5 STAIR NOSINGS <\/td>\n<\/tr>\n | ||||||
372<\/td>\n | FIGURE 1009-6 LANDING DIMENSIONS <\/td>\n<\/tr>\n | ||||||
373<\/td>\n | FIGURE 1009-7 ALTERNATE SHAPE OF LANDING <\/td>\n<\/tr>\n | ||||||
374<\/td>\n | FIGURE 1009-8 CURVED STAIRWAYS <\/td>\n<\/tr>\n | ||||||
375<\/td>\n | FIGURE 1009-9 SPIRAL STAIRWAY <\/td>\n<\/tr>\n | ||||||
376<\/td>\n | FIGURE 1009-10 ALTERNATING TREAD DEVICE <\/td>\n<\/tr>\n | ||||||
377<\/td>\n | FIGURE 1009-11 PROTECTION AT ROOF-HATCH OPENINGS SECTION 1010 – RAMPS <\/td>\n<\/tr>\n | ||||||
378<\/td>\n | FIGURE 1010-1 INTERMEDIATE RAMP LANDINGS FIGURE 1010-2 RAMP LANDINGS <\/td>\n<\/tr>\n | ||||||
379<\/td>\n | FIGURE 1010-3 RAMP EDGE PROTECTION SECTION 1011 – EXIT SIGNS <\/td>\n<\/tr>\n | ||||||
381<\/td>\n | FIGURE 1011-1 EXIT SIGN LOCATIONS <\/td>\n<\/tr>\n | ||||||
382<\/td>\n | SECTION 1012 – HANDRAILS FIGURE 1012-1 HANDRAIL AND STAIR DETAIL <\/td>\n<\/tr>\n | ||||||
383<\/td>\n | FIGURE 1012-2 GUARD AND HANDRAIL <\/td>\n<\/tr>\n | ||||||
384<\/td>\n | FIGURE 1012-3 CIRCULAR HANDRAIL FIGURE 1012-4 NONCIRCULAR HANDRAIL <\/td>\n<\/tr>\n | ||||||
385<\/td>\n | FIGURE 1012-5 DIMENSIONAL PROPERTIES OF TYPE II HANDRAILS FIGURE 1012-6 HANDRAIL CONTINUITY <\/td>\n<\/tr>\n | ||||||
386<\/td>\n | FIGURE 1012-7 STAIRWAY HANDRAIL EXTENSIONS FIGURE 1012-8 RAMP HANDRAIL EXTENSIONS <\/td>\n<\/tr>\n | ||||||
387<\/td>\n | FIGURE 1012-9 HANDRAIL CLEARANCE FIGURE 1012-10 PROJECTIONS INTO STAIRWAY WIDTH <\/td>\n<\/tr>\n | ||||||
388<\/td>\n | FIGURE 1012-11 INTERMEDIATE HANDRAILS SECTION 1013 – GUARDS <\/td>\n<\/tr>\n | ||||||
389<\/td>\n | FIGURE 1013-1 DETERMINATION OF GUARD APPLICABILITY <\/td>\n<\/tr>\n | ||||||
390<\/td>\n | FIGURE 1013-2 MINIMUM GUARD HEIGHT AT FIXED SEATING <\/td>\n<\/tr>\n | ||||||
391<\/td>\n | FIGURE 1013-3 GUARD OPENING LIMITATIONS FIGURE 1013-4 GUARDRAIL OPENINGS AT STAIRS <\/td>\n<\/tr>\n | ||||||
392<\/td>\n | FIGURE 1013-5 ASSEMBLY SEATING GUARDS FIGURE 1013-6 GUARD OPENING LIMITATIONS FOR GROUP R-2 AND R-3 OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
393<\/td>\n | SECTION 1014 – EXIT ACCESS FIGURE 1014-1 EGRESS THORUGH INTERVENING SPACES <\/td>\n<\/tr>\n | ||||||
394<\/td>\n | FIGURE 1014-2 EGRESS THROUGH STOCKROOMS <\/td>\n<\/tr>\n | ||||||
395<\/td>\n | FIGURE 1014-3 HEALTH CARE SUITES <\/td>\n<\/tr>\n | ||||||
396<\/td>\n | FIGURE 1014-4 COMMON PATH OF EGRESS TRAVEL FIGURE 1014-5 MERGING PATHS OF TRAVEL <\/td>\n<\/tr>\n | ||||||
397<\/td>\n | FIGURE 1014-6 COMMON PATH OF EGRESS TRAVEL SECTION 1015 – EXIT AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n | ||||||
398<\/td>\n | APPLICATION EXAMPLE 1015-1 APPLICATION EXAMPLE 1015-2 <\/td>\n<\/tr>\n | ||||||
399<\/td>\n | FIGURE 1015-1 SEPARATION OF EXITS OR EXIT-ACCESS DOORWAYS <\/td>\n<\/tr>\n | ||||||
400<\/td>\n | FIGURE 1015-2 EGRESS SEPARATION FIGURE 1015-3 REQUIRED EGRESS SEPARATION <\/td>\n<\/tr>\n | ||||||
401<\/td>\n | FIGURE 1015-4 CORE ARRANGEMENT OF EXIT ENCLOSURES FIGURE 1015-5 EXIT SEPARATION SPRINKLERED BUILDING <\/td>\n<\/tr>\n | ||||||
402<\/td>\n | SECTION 1016 – EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n | ||||||
403<\/td>\n | FIGURE 1016-1 MEASUREMENT OF TRAVEL DISTANCE <\/td>\n<\/tr>\n | ||||||
404<\/td>\n | SECTION 1017 – AISLES <\/td>\n<\/tr>\n | ||||||
405<\/td>\n | FIGURE 1016-2 EGRESS BALCONY TRAVEL DISTANCE INCREASE <\/td>\n<\/tr>\n | ||||||
406<\/td>\n | FIGURE 1017-1 SEATING AT TABLES AND COUNTERS <\/td>\n<\/tr>\n | ||||||
407<\/td>\n | FIGURE 1017 – 2 EGRESS WIDTH AT TABLES SECTION 1018 – CORRIDORS <\/td>\n<\/tr>\n | ||||||
410<\/td>\n | FIGURE 1018-1 CORRIDOR WIDTH FIGURE 1018-2 DEAD-END CORRIDORS <\/td>\n<\/tr>\n | ||||||
411<\/td>\n | FIGURE 1018-3 DEAD-END LIMITS <\/td>\n<\/tr>\n | ||||||
412<\/td>\n | FIGURE 1018-4 CORRIDOR CONTINUITY SECTION 1019 – EGRESS BALCONIES <\/td>\n<\/tr>\n | ||||||
413<\/td>\n | SECTION 1020 – EXITS SECTION 1021 – NUMBER OF EXITS AND CONTINUITY <\/td>\n<\/tr>\n | ||||||
414<\/td>\n | FIGURE 1021-1 STORIES WITH ONE EXIT APPLICATION EXAMPLE 1021-1 <\/td>\n<\/tr>\n | ||||||
415<\/td>\n | FIGURE 1021-2 STORIES WITH ONE EXIT SECTION 1022 – EXIT ENCLOSURES <\/td>\n<\/tr>\n | ||||||
417<\/td>\n | FIGURE 1022-1 EXTENT OF ENCLOSURE <\/td>\n<\/tr>\n | ||||||
418<\/td>\n | FIGURE 1022-2 EXIT ENCLOSURE EXTERIOR WALLS <\/td>\n<\/tr>\n | ||||||
419<\/td>\n | FIGURE 1022-3 TYPICAL STAIRWAY FLOOR NUMBER SIGN <\/td>\n<\/tr>\n | ||||||
420<\/td>\n | SECTION 1023 – EXIT PASSAGEWAYS <\/td>\n<\/tr>\n | ||||||
421<\/td>\n | SECTION 1024 – LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n | ||||||
422<\/td>\n | SECTION 1025 – HORIZONTAL EXITS <\/td>\n<\/tr>\n | ||||||
423<\/td>\n | FIGURE 1025-1 HORIZONTAL EXITS <\/td>\n<\/tr>\n | ||||||
424<\/td>\n | FIGURE 1025-2 HORIZONTAL EXIT USES <\/td>\n<\/tr>\n | ||||||
425<\/td>\n | FIGURE 1025-3 OPPOSITE – SWING DOORS <\/td>\n<\/tr>\n | ||||||
426<\/td>\n | APPLICATION EXAMPLE 1025-1 SECTION 1026 – EXTERIOR EXIT RAMPS AND STAIRWAYS <\/td>\n<\/tr>\n | ||||||
427<\/td>\n | FIGURE 1026-1 EXTERIOR EXIT STAIRWAYS <\/td>\n<\/tr>\n | ||||||
428<\/td>\n | FIGURE 1026-2 EXTERIOR STAIRWAY PROTECTION FIGURE 1026-3 OPEN-ENDED CORRIDOR <\/td>\n<\/tr>\n | ||||||
429<\/td>\n | SECTION 1027 – EXIT DISCHARGE FIGURE 1027-1 EXIT DISCHARGE THROUGH BUILDING <\/td>\n<\/tr>\n | ||||||
430<\/td>\n | FIGURE 1027-2 EXIT DISCHARGE THROUGH VESTIBULE FIGURE 1027-3 EGRESS COURTS <\/td>\n<\/tr>\n | ||||||
431<\/td>\n | FIGURE 1027-4 EGRESS COURTS <\/td>\n<\/tr>\n | ||||||
432<\/td>\n | FIGURE 1027-5 EGRESS COURT CONSTRUCTION SECTION 1028 – ASSEMBLY <\/td>\n<\/tr>\n | ||||||
434<\/td>\n | FORMULA 10-1 FORMULA 10-2 FORMULA 10-3 <\/td>\n<\/tr>\n | ||||||
436<\/td>\n | APPLICATION EXAMPLE 1028-1 <\/td>\n<\/tr>\n | ||||||
437<\/td>\n | APPLICATION EXAMPLE 1028-2 <\/td>\n<\/tr>\n | ||||||
439<\/td>\n | FIGURE 1028-1 AISLE ACCESWAY WIDTH <\/td>\n<\/tr>\n | ||||||
440<\/td>\n | FIGURE 1028-2 MAXIMUM REQUIRED AISLE ACCESSWAY WIDTH <\/td>\n<\/tr>\n | ||||||
441<\/td>\n | FIGURE 1028-3 ROW SPACING <\/td>\n<\/tr>\n | ||||||
442<\/td>\n | FIGURE 1028-4 GUARDS AT CROSS AISLES <\/td>\n<\/tr>\n | ||||||
443<\/td>\n | FIGURE 1028-5 GUARD HEIGHTS SECTION 1029 – EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n | ||||||
444<\/td>\n | FIGURE 1029-1 EMERGENCY ESCAPE AND RESCUE WINDOW <\/td>\n<\/tr>\n | ||||||
445<\/td>\n | FIGURE 1029-2 WINDOW WELLS KEY POINTS <\/td>\n<\/tr>\n | ||||||
449<\/td>\n | CHAPTER 11 – ACCESSIBILITY <\/td>\n<\/tr>\n | ||||||
452<\/td>\n | SECTION 1101 – GENERAL SECTION 1102 – DEFINITIONS <\/td>\n<\/tr>\n | ||||||
453<\/td>\n | SECTION 1103 – SCOPING REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
455<\/td>\n | SECTION 1104 – ACCESSIBLE ROUTE FIGURE 1104-1 EMPLOYEE WORK AREAS <\/td>\n<\/tr>\n | ||||||
456<\/td>\n | SECTION 1105 – ACCESSIBLE ENTRANCES <\/td>\n<\/tr>\n | ||||||
457<\/td>\n | FIGURE 1105-1 ACCESSIBLE ENTRANCES <\/td>\n<\/tr>\n | ||||||
458<\/td>\n | SECTION 1106 – PARKING AND PASSENGER LOADING FACILITIES APPLICATION EXAMPLE 1106-1 <\/td>\n<\/tr>\n | ||||||
459<\/td>\n | SECTION 1107 – DWELLING UNITS AND SLEEPING UNITS FIGURE 1107-1 ONE-STORY AND MULTISTORY UNITS <\/td>\n<\/tr>\n | ||||||
460<\/td>\n | FIGURE 1107-2 ONE STORY OF TYPE B UNITS REQUIRED FIGURE 1107-3 ELEVATOR SERVICE TO LOWEST STORY WITH UNITS <\/td>\n<\/tr>\n | ||||||
462<\/td>\n | SECTION 1108 – SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
464<\/td>\n | SECTION 1109 – OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n | ||||||
466<\/td>\n | SECTION 1110 – SIGNAGE <\/td>\n<\/tr>\n | ||||||
467<\/td>\n | KEY POINTS <\/td>\n<\/tr>\n | ||||||
469<\/td>\n | CHAPTER 12 – INTERIOR ENVIRONMENT <\/td>\n<\/tr>\n | ||||||
470<\/td>\n | SECTION 1203 – VENTILATION <\/td>\n<\/tr>\n | ||||||
471<\/td>\n | FIGURE 1203-1 ATTIC VENTILATION <\/td>\n<\/tr>\n | ||||||
472<\/td>\n | FIGURE 1203-2 ATTIC VENTILATION AIR SPACE FIGURE 1203-3 ATTIC VENTILATION CALCULATIONS <\/td>\n<\/tr>\n | ||||||
473<\/td>\n | FIGURE 1203-4 UNDERFLOOR VENTILATION <\/td>\n<\/tr>\n | ||||||
474<\/td>\n | SECTION 1204 – TEMPERATURE CONTROL SECTION 1205 – LIGHTING FIGURE 1205-1 BORROWING NATURAL LIGHT <\/td>\n<\/tr>\n | ||||||
475<\/td>\n | SECTION 1206 – YARDS OR COURTS FIGURE 1206-1 YARDS AND COURTS SECTION 1207 – SOUND TRANSMISSION <\/td>\n<\/tr>\n | ||||||
476<\/td>\n | SECTION 1208 – INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n | ||||||
477<\/td>\n | SECTION 1209 – ACCESS TO UNOCCUPIED SPACES SECTION 1210 – SURROUNDING MATERIALS <\/td>\n<\/tr>\n | ||||||
478<\/td>\n | KEY POINTS <\/td>\n<\/tr>\n | ||||||
479<\/td>\n | CHAPTER 13 – ENERGY EFFICIENCY <\/td>\n<\/tr>\n | ||||||
481<\/td>\n | CHAPTER 14 – EXTERIOR WALLS <\/td>\n<\/tr>\n | ||||||
482<\/td>\n | SECTION 1402 – DEFINITIONS SECTION 1403 – PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
483<\/td>\n | SECTION 1404 – MATERIALS SECTION 1405 – INSTALLATION OF WALL COVERINGS <\/td>\n<\/tr>\n | ||||||
484<\/td>\n | FIGURE 1405-1 GENERIC APPLICATION OF ANCHORED MASONRY VENEER ( 5-INCH MAXIMUM THICKNESS) <\/td>\n<\/tr>\n | ||||||
485<\/td>\n | FIGURE 1405-2 APPLICATION OF ANCHORED STONE VENEER UNITS UP TO 10-INCH MAXIMUM THICKNESS <\/td>\n<\/tr>\n | ||||||
486<\/td>\n | FIGURE 1405-3 APPLICATION OF SLAB-TYPE UNITS (2-INCH MAXIMUM) <\/td>\n<\/tr>\n | ||||||
487<\/td>\n | FIGURE 1405-4 APPLICATION OF TERRA COTTA OR CERAMIC UNITS FIGURE 1405-5 APPLICATION OF ADHERED MASONRY VENEER <\/td>\n<\/tr>\n | ||||||
488<\/td>\n | FIGURE 1405-6 MINIMUM WNDOW SILL HEIGHT <\/td>\n<\/tr>\n | ||||||
489<\/td>\n | SECTION 1406 – COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n | ||||||
490<\/td>\n | SECTION 1407 – METAL COMPOSITE MATERIALS SECTION 1408 – EXTERIOR INSULATION AND FINISH SYSTEMS <\/td>\n<\/tr>\n | ||||||
491<\/td>\n | KEY POINTS <\/td>\n<\/tr>\n | ||||||
493<\/td>\n | CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES <\/td>\n<\/tr>\n | ||||||
494<\/td>\n | SECTION 1502 – DEFINITIONS <\/td>\n<\/tr>\n | ||||||
495<\/td>\n | SECTION 1503 – WEATHER PROTECTION FIGURE 1503-1 STACK FLASHING FIGURE 1503-2 FLASHING AT SKYLIGHT <\/td>\n<\/tr>\n | ||||||
496<\/td>\n | FIGURE 1503-3 BASE FLASHING AT BEARING WALL FIGURE 1503-4 CHIMNEY FLASHING DETAIL <\/td>\n<\/tr>\n | ||||||
497<\/td>\n | SECTION 1504 – PERFORMANCE REQUIREMENTS SECTION 1505 – FIRE CLASSIFICATION <\/td>\n<\/tr>\n | ||||||
498<\/td>\n | FIGURE 1505-1 BRANDS FOR CLASS A, B AND C TESTS <\/td>\n<\/tr>\n | ||||||
499<\/td>\n | SECTION 1506 – MATERIALS SECTION 1507 – REQUIREMENTS FOR ROOF CONVERINGS FIGURE 1507-1 ASPHALT ROOFING SHINGLES APPLICATION HIGH SLOPE (4:12 MINIMUM) <\/td>\n<\/tr>\n | ||||||
500<\/td>\n | FIGURE 1507-2 LOW SLOPE (LESS THAN 4:12) UNDERLAYMENT APPLICATION FIGURE 1507-3 APPLICATION OF ASPHALT SHINGLE SLOPES BETWEEN 2:12 AND 4:12 <\/td>\n<\/tr>\n | ||||||
501<\/td>\n | FIGURE 1507-4 CLAY ROLL TILE FIGURE 1507-5 CONCRETE FLAT TILE FIGURE 1507-6 APPLICATION OF ROLL TILE <\/td>\n<\/tr>\n | ||||||
502<\/td>\n | FIGURE 1507 WOOD SHINGLE APPLICATION <\/td>\n<\/tr>\n | ||||||
503<\/td>\n | FIGURE 1507-8 APPLICATION OF WOOD SHINGLES AT RIDGES FIGURE 1507-9 WOOD SHAKE APPLICATION <\/td>\n<\/tr>\n | ||||||
504<\/td>\n | FIGURE 1507-10 ROOF GARDEN SECTION 1508 – ROOF INSULATION <\/td>\n<\/tr>\n | ||||||
505<\/td>\n | SECTION 1509 – ROOFTOP STRUCTURES <\/td>\n<\/tr>\n | ||||||
506<\/td>\n | FIGURE 1509-1 PENTHOUSE LIMITATIONS <\/td>\n<\/tr>\n | ||||||
507<\/td>\n | FIGURE 1509-2 PENTHOUSE CONSTRUCTION SECTION 1510 – REROOFING <\/td>\n<\/tr>\n | ||||||
508<\/td>\n | KEY POINTS <\/td>\n<\/tr>\n | ||||||
509<\/td>\n | CHAPTER 24 – GLASS AND GLAZING <\/td>\n<\/tr>\n | ||||||
510<\/td>\n | SECTION 2403 – GENERAL REQUIREMENTS FOR GLASS SECTION 2404 – WIND, SNOW AND DEAD LOADS ON GLASS <\/td>\n<\/tr>\n | ||||||
511<\/td>\n | SECTION 2405 – SLOPED GLAZING AND SKYLIGHTS FIGURE 2405-1 SLOPED GLAZING <\/td>\n<\/tr>\n | ||||||
513<\/td>\n | FIGURE 2405-2 SLOPED GLAZING WITHOUT SCREEN <\/td>\n<\/tr>\n | ||||||
514<\/td>\n | SECTION 2406 – SAFETY GLAZING <\/td>\n<\/tr>\n | ||||||
515<\/td>\n | FIGURE 2406-1 SAFETY GLAZING CLASSIFICATION <\/td>\n<\/tr>\n | ||||||
516<\/td>\n | FIGURE 24046-2 HAZARDOUS LOCATIONS FIGURE 2406-3 SAFETY GLAZING IDENTIFICATION <\/td>\n<\/tr>\n | ||||||
517<\/td>\n | FIGURE 2406-4 PROTECTIVE BAR ALTERNATIVE <\/td>\n<\/tr>\n | ||||||
518<\/td>\n | FIGURE 2406-5 GLASS IN SIDELIGHTS ELEVATION FIGURE 2406-6 GLASS IN SIDELIGHTS-PLAN <\/td>\n<\/tr>\n | ||||||
519<\/td>\n | FIGURE 2406-7 BARRIER BETWEEN GLAZING AND DOOR FIGURE 2406-8 GLAZING ADJACENT TO CLOSET DOOR FIGURE 2406-9 APPLICABLE TO DWELLING UNITS OF GROUP R-2 AND R-3 <\/td>\n<\/tr>\n | ||||||
520<\/td>\n | FIGURE 2406-10 GLAZING IN DOORS <\/td>\n<\/tr>\n | ||||||
521<\/td>\n | FIGURE 2406-11 GLAZING WITHIN A SHOWER ENCLOSURE FIGURE 2406-12 GLAZING IN TUB AND SHOWER ENCLOSURES <\/td>\n<\/tr>\n | ||||||
522<\/td>\n | FIGURE 2406-13 GLAZING ADJACENT TO SWIMMING POOL OR SPA FIGURE 2406-14 GLAZING ADJACENT TO STAIRWAYS <\/td>\n<\/tr>\n | ||||||
523<\/td>\n | FIGURE 2406-15 GLAZING ADJACENT TO STAIRWAYS SECTION 2407 – GLASS IN HANDRAILS AND GUARDS <\/td>\n<\/tr>\n | ||||||
524<\/td>\n | SECTIONI 2408 – GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n | ||||||
525<\/td>\n | KEY POINTS <\/td>\n<\/tr>\n | ||||||
527<\/td>\n | CHAPTER 25 – GYPSUM BOARD AND PLASTER <\/td>\n<\/tr>\n | ||||||
528<\/td>\n | SECTION 2501 – SCOPE SECTION 2502 – DEFINITIONS <\/td>\n<\/tr>\n | ||||||
529<\/td>\n | FIGURE 2502-1 WEATHER-EXPOSED SURFACES SECTION 2504 – VERTICAL AND HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n | ||||||
530<\/td>\n | FIGURE 2504-1 SOLID PLASTER STUDLESS PARTITION SECTION 2506 – GYPSUM BOARD MATERIALS <\/td>\n<\/tr>\n | ||||||
531<\/td>\n | SECTION 2508 – GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
532<\/td>\n | FIGURE 2508-1 GYPSUM WALLBOARD NAILING SECTION 2509 – GYPSUM BOARD IN SHOWERS AND WATER CLOSETS <\/td>\n<\/tr>\n | ||||||
533<\/td>\n | SECTION 2511 – INTERIOR PLASTER <\/td>\n<\/tr>\n | ||||||
534<\/td>\n | SECTION 2512 – EXTERIOR PLASTER <\/td>\n<\/tr>\n | ||||||
535<\/td>\n | FIGURE 2512-1 TERMINATION OF EXTERIOR PLASTER AT ON-GRADE CONCRETE FLOOR FOR STUD WALLS FIGURE 2512-2 WEEP SCREED INSTALLATION KEY POINTS <\/td>\n<\/tr>\n | ||||||
537<\/td>\n | CHAPTER 26 – PLASTIC <\/td>\n<\/tr>\n | ||||||
538<\/td>\n | SECTION 2602 – DEFINITIONS SECTION 2603 – FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n | ||||||
539<\/td>\n | FIGURE 2603-1 ENCAPSULATED FOAM PLASTIC <\/td>\n<\/tr>\n | ||||||
540<\/td>\n | FIGURE 2603-2 FOAM PLASTIC USED WITH ROOF COVERING <\/td>\n<\/tr>\n | ||||||
541<\/td>\n | FIGURE 2603-3 FOAM PLASTIC, ATTIC AND CRAWL SPACES <\/td>\n<\/tr>\n | ||||||
543<\/td>\n | SECTION 2604 – INTERIOR FINISH AND TRIM SECTION 2605 – PLASTIC VENEER SECTION 2606 – LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n | ||||||
544<\/td>\n | SECTION 2607- LIGHT-TRANSMITTING PLASTIC WALL PANELS SECTION 2608 – LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 – LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n | ||||||
545<\/td>\n | SECTION 2610 – LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n | ||||||
546<\/td>\n | KEY POINTS <\/td>\n<\/tr>\n | ||||||
547<\/td>\n | CHAPTER 27 – ELECTRICAL <\/td>\n<\/tr>\n | ||||||
548<\/td>\n | SECTION 2702 – EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n | ||||||
551<\/td>\n | CHAPTER 28 – MECHANICAL SYSTEMS <\/td>\n<\/tr>\n | ||||||
553<\/td>\n | CHAPTER 29 – PLUMBING SYSTEMS <\/td>\n<\/tr>\n | ||||||
554<\/td>\n | SECTION 2902 – MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n | ||||||
555<\/td>\n | APPLICATION EXAMPLE 2902-1 APPLICATION EXAMPLE 2902-2 <\/td>\n<\/tr>\n | ||||||
556<\/td>\n | APPLICATION EXAMPLE 2902-3 KEY POINTS <\/td>\n<\/tr>\n | ||||||
557<\/td>\n | CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS <\/td>\n<\/tr>\n | ||||||
558<\/td>\n | SECTION 3002 – HOISTWAY ENCLOSURES FIGURE 3002-1 ELEVATOR CARS IN A HOISTWAY <\/td>\n<\/tr>\n | ||||||
559<\/td>\n | FIGURE 3002-2 EMERGENCY SIGNS FIGURE 3002-3 SIGN DENOTING ACCOMODATION OF AMBULANCE STRETCHER <\/td>\n<\/tr>\n | ||||||
560<\/td>\n | FIGURE 3002-4 ELEVATOR USED FOR FIRE DEPARTMENT EMERGENCY ACCESS SECTION 3003 – EMERGENCY OPERATIONS <\/td>\n<\/tr>\n | ||||||
561<\/td>\n | SECTION 3004 – HOISTWAY VENTING SECTIOIN 3006 – MACHINE ROOMS SECTION 3007 – FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n | ||||||
562<\/td>\n | FIGURE 3007-1 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n | ||||||
563<\/td>\n | SECTION 3008 – OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n | ||||||
564<\/td>\n | KEY POINTS <\/td>\n<\/tr>\n | ||||||
565<\/td>\n | CHAPTER 31 – SPECIAL CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
566<\/td>\n | SECTION 3102 – MEMBRANE STRUCTURES <\/td>\n<\/tr>\n | ||||||
567<\/td>\n | SECTION 3104 – PEDESTRIAN WALKWAYS AND TUNNELS FIGURE 3104-1 PEDESTRIAN WALKWAYS <\/td>\n<\/tr>\n | ||||||
568<\/td>\n | SECTION 3105 – AWNINGS AND CANOPIES SECTION 3106 – MARQUEES FIGURE 3106-1 MARQUEES <\/td>\n<\/tr>\n | ||||||
569<\/td>\n | SECTION 3109 – SWIMMING POOL ENCLOSURES AND SAFETY DEVICES FIGURE 3109-1 SWIMMING POOL ENCLOSURE BARRIERS <\/td>\n<\/tr>\n | ||||||
570<\/td>\n | KEY POINTS <\/td>\n<\/tr>\n | ||||||
571<\/td>\n | CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY <\/td>\n<\/tr>\n | ||||||
572<\/td>\n | SECTION 3201 – GENERAL SECTION 3202 – ENCROACHMENTS <\/td>\n<\/tr>\n | ||||||
573<\/td>\n | FIGURE 3202-1 ENCROACHMENTS BELOW GRADE <\/td>\n<\/tr>\n | ||||||
574<\/td>\n | FIGURE 3202-2 AWNING, CANOPY, MARQUEE AND SIGN PROJECTIONS <\/td>\n<\/tr>\n | ||||||
575<\/td>\n | FIGURE 3202-3 BALCONY AND APPENDAGES PROJECTIONS <\/td>\n<\/tr>\n | ||||||
577<\/td>\n | CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
578<\/td>\n | SECTION 3302 – CONSTRUCTION SAFEGUARDS SECTION 3303 – DEMOLITION SECTION 3304 – SITE WORK <\/td>\n<\/tr>\n | ||||||
579<\/td>\n | FIGURE 3304-1 SURCHARGE LOAD ON ADJACENT BUILDING SECTION 3306 – PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n | ||||||
581<\/td>\n | FIGURE 3306-1 PEDESTRIAN PROTECTION <\/td>\n<\/tr>\n | ||||||
582<\/td>\n | SECTION 3307 – PROTECTION OF ADJOINING PROPERTY SECTION 3308 – TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY <\/td>\n<\/tr>\n | ||||||
583<\/td>\n | SECTION 3309 – FIRE EXTINGUISHERS SECTION 3310 – EXITS SECTION 3311 – STANDPIPES <\/td>\n<\/tr>\n | ||||||
584<\/td>\n | KEY POINTS <\/td>\n<\/tr>\n | ||||||
585<\/td>\n | CHAPTER 34 – EXISTING STRUCTURES <\/td>\n<\/tr>\n | ||||||
586<\/td>\n | SECTION 3404 – ALTERATIONS <\/td>\n<\/tr>\n | ||||||
587<\/td>\n | SECTION 3408 – CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n | ||||||
588<\/td>\n | SECTION 3411 – ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n | ||||||
589<\/td>\n | SECTION 3412 – COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n | ||||||
590<\/td>\n | KEY POINTS <\/td>\n<\/tr>\n | ||||||
591<\/td>\n | CHAPTER 35 – REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
593<\/td>\n | APPENDICES <\/td>\n<\/tr>\n | ||||||
594<\/td>\n | APPENDIX A – EMPLOYEE QUALIFICATIONS APPENDIX B – BOARD OF APPEALS <\/td>\n<\/tr>\n | ||||||
595<\/td>\n | APPENDIX C – GROUP U AGRICULTURAL BUILDINGS APPENDIX D – FIRE DISTRICTS <\/td>\n<\/tr>\n | ||||||
596<\/td>\n | FIGURE D-1 FIRE DISTRICTS <\/td>\n<\/tr>\n | ||||||
597<\/td>\n | APPENDIX E – SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
598<\/td>\n | APPENDIX F – RODENTPROOFING APPENDIX G – FLOOD-RESISTANT CONSTRUCTION APPENDIX H – SIGNS APPENDIX I – PATIO COVERS <\/td>\n<\/tr>\n | ||||||
599<\/td>\n | APPENDIX J – GRADING APPENDIX K – ADMINISTRATIVE PROVISIONS <\/td>\n<\/tr>\n | ||||||
601<\/td>\n | INDEX <\/td>\n<\/tr>\n | ||||||
635<\/td>\n | INTERNATIONAL CODES <\/td>\n<\/tr>\n | ||||||
636<\/td>\n | MEMBERSHIP BENEFITS <\/td>\n<\/tr>\n | ||||||
637<\/td>\n | INTRODUCING SAVE – SUSTAINABLE ATTRIBUTES VERIFICATION AND EVALUATION – NEW FROM ES <\/td>\n<\/tr>\n | ||||||
638<\/td>\n | ECODES.BIZ <\/td>\n<\/tr>\n | ||||||
639<\/td>\n | INNOVATIVE BUILDING PRODUCTS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 2009 IBC Handbook: Fire- and Life-Safety Provisions<\/b><\/p>\n |