{"id":440998,"date":"2024-10-20T08:18:50","date_gmt":"2024-10-20T08:18:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ipc-2024-1stptg\/"},"modified":"2024-10-26T15:31:06","modified_gmt":"2024-10-26T15:31:06","slug":"icc-ipc-2024-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ipc-2024-1stptg\/","title":{"rendered":"ICC IPC 2024 1stptg"},"content":{"rendered":"
The 2024 International Codes (I-Codes ) have undergone substantial formatting changes as part of the digital transformation strategy of the International Code Council (ICC ) to improve the user experience. The changes, promoting a cleaner, more modern look and enhancing readability and sustainability, include: Single column text format and modernized font styles improves readability QR Codes replace vertical margin sidebars and arrows to identify code changes more accurately Shading for table headers and notes improves locating tables and applicable notes Grouping of associated content brings tables and figures immediately after the parent section Users have capability to validate authenticity of their book and register it with the ICC to receive incentives. The 2024 IPC provides minimum regulations for plumbing facilities and allows for the acceptance of new and innovative products, materials, and systems. Plumbing and plumbing fixture related accessibility provisions and requirements from the ICC A117.1 Accessibility Standard are also included, making the IPC the most comprehensive plumbing code. For the most current adoptions details go to International Code Adoptions. Important changes in the 2024 IPC include: Provisions added for support of buried piping beneath building where expansive soil conditions exist. Requirement added for tracer wire for buried plastic sewer piping. Option added for vacuum testing of DWV piping. Plumbing fixture requirements significantly updated for various Group I occupancies. Exception added for allowing special locking mechanism for doors to multiple-user toilet facilities. Plastic pans for gas-fired water heaters required to be tested in accordance with ASTM E84 or UL 723. Showerhead flow limited to 2.0 gpm with performance complying with high efficiency requirements. Installation standards added for solvent-cemented plastic piping joints. Standards added for chemical waste piping materials.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | 2024 INTERNATIONAL PLUMBING CODE\u00ae <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | 2024 INTERNATIONAL PLUMBING CODE\u00ae <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | COPYRIGHT <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | NEW DESIGN FOR THE 2024 INTERNATIONAL CODES <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | PREFACE FORMATTING CHANGES TO THE 2024 INTERNATIONAL CODES <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | CHAPTER 1: SCOPE AND ADMINISTRATION PART 1\u2014SCOPE AND APPLICATION SECTION 101\u2014SCOPE AND GENERAL REQUIREMENTS SECTION 102\u2014APPLICABILITY <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | PART 2\u2014ADMINISTRATION AND ENFORCEMENT SECTION 103\u2014CODE COMPLIANCE AGENCY SECTION 104\u2014DUTIES AND POWERS OF THE CODE OFFICIAL <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | SECTION 105\u2014PERMITS <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | SECTION 106\u2014CONSTRUCTION DOCUMENTS SECTION 107\u2014NOTICE OF APPROVAL SECTION 108\u2014FEES <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | SECTION 109\u2014SERVICE UTILITIES SECTION 110\u2014TEMPORARY USES, EQUIPMENT AND SYSTEMS SECTION 111\u2014INSPECTIONS AND TESTING <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | SECTION 112\u2014MEANS OF APPEALS SECTION 113\u2014BOARD OF APPEALS SECTION 114\u2014VIOLATIONS <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | SECTION 115\u2014STOP WORK ORDER <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | CHAPTER 2: DEFINITIONS SECTION 201\u2014GENERAL SECTION 202\u2014GENERAL DEFINITIONS <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | CHAPTER 3: GENERAL REGULATIONS SECTION 301\u2014GENERAL SECTION 302\u2014EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM SECTION 303\u2014MATERIALS <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | SECTION 304\u2014RODENTPROOFING SECTION 305\u2014PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | SECTION 306\u2014TRENCHING, EXCAVATION AND BACKFILL SECTION 307\u2014STRUCTURAL SAFETY <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | SECTION 308\u2014PIPING SUPPORT TABLE 308.5\u2014HANGER SPACING <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | SECTION 309\u2014FLOOD HAZARD RESISTANCE SECTION 310\u2014TOILET FACILITIES REQUIREMENTS SECTION 311\u2014TOILET FACILITIES FOR WORKERS SECTION 312\u2014TESTS AND INSPECTIONS <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | SECTION 313\u2014EQUIPMENT EFFICIENCIES SECTION 314\u2014CONDENSATE DISPOSAL <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | TABLE 314.2.2 [M] TABLE 314.2.2\u2014CONDENSATE DRAIN SIZING <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | SECTION 315\u2014PENETRATIONS SECTION 316\u2014ALTERNATIVE ENGINEERED DESIGN <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | CHAPTER 4: FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION 401\u2014GENERAL SECTION 402\u2014FIXTURE MATERIALS SECTION 403\u2014MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | TABLE 403.1\u2014MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2) <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | TABLE 403.1\u2014MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2)\u2014continued <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | TABLE 403.1\u2014MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2)\u2014continued <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | SECTION 404\u2014ACCESSIBLE PLUMBING FACILITIES SECTION 405\u2014INSTALLATION OF FIXTURES <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | SECTION 406\u2014AUTOMATIC CLOTHES WASHERS <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | SECTION 407\u2014BATHTUBS SECTION 408\u2014BIDETS SECTION 409\u2014DISHWASHING MACHINES SECTION 410\u2014DRINKING FOUNTAINS <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | SECTION 411\u2014EMERGENCY SHOWERS AND EYEWASH STATIONS SECTION 412\u2014FAUCETS AND FIXTURE FITTINGS <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | SECTION 413\u2014FLOOR AND TRENCH DRAINS SECTION 414\u2014FLOOR SINKS SECTION 415\u2014FLUSHING DEVICES FOR WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | SECTION 416\u2014FOOD WASTE DISPOSER UNITS SECTION 417\u2014GARBAGE CAN WASHERS SECTION 418\u2014LAUNDRY TRAYS SECTION 419\u2014LAVATORIES SECTION 420\u2014MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT SECTION 421\u2014SHOWERS <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | SECTION 422\u2014SINKS <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | SECTION 423\u2014SPECIALTY PLUMBING FIXTURES SECTION 424\u2014URINALS SECTION 425\u2014WATER CLOSETS SECTION 426\u2014WHIRLPOOL BATHTUBS <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | CHAPTER 5: WATER HEATERS SECTION 501\u2014GENERAL SECTION 502\u2014INSTALLATION <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | SECTION 503\u2014CONNECTIONS SECTION 504\u2014SAFETY DEVICES <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | SECTION 505\u2014INSULATION <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | CHAPTER 6: WATER SUPPLY AND DISTRIBUTION SECTION 601\u2014GENERAL SECTION 602\u2014WATER REQUIRED SECTION 603\u2014WATER SERVICE <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | SECTION 604\u2014DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM TABLE 604.3\u2014WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | TABLE 604.4\u2014MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS TABLE 604.5\u2014MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | TABLE 604.10.1\u2014MANIFOLD SIZING SECTION 605\u2014MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | TABLE 605.3\u2014WATER SERVICE PIPE TABLE 605.4\u2014WATER DISTRIBUTION PIPE <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | TABLE 605.4\u2014WATER DISTRIBUTION PIPE\u2014continued TABLE 605.5\u2014PIPE FITTINGS <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | TABLE 605.7\u2014VALVES TABLE 605.8\u2014MANUFACTURED PIPE NIPPLES <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | SECTION 606\u2014INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | TABLE 606.5.4\u2014SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS TABLE 606.5.7\u2014SIZE OF DRAIN PIPES FOR WATER TANKS SECTION 607\u2014HOT WATER SUPPLY SYSTEM <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | SECTION 608\u2014PROTECTION OF POTABLE WATER SUPPLY <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | TABLE 608.1\u2014APPLICATION OF BACKFLOW PREVENTERS <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | FIGURE 608.9.1\u2014PICTOGRAPH\u2014DO NOT DRINK <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | TABLE 608.9.2.2\u2014SIZE OF PIPE IDENTIFICATION <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | TABLE 608.16.1\u2014MINIMUM REQUIRED AIR GAPS <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | TABLE 608.18.1\u2014DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES SECTION 609\u2014HEALTH CARE PLUMBING <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | SECTION 610\u2014DISINFECTION OF POTABLE WATER SYSTEM SECTION 611\u2014DRINKING WATER TREATMENT UNITS SECTION 612\u2014SOLAR SYSTEMS SECTION 613\u2014TEMPERATURE CONTROL DEVICES AND VALVES <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | CHAPTER 7: SANITARY DRAINAGE SECTION 701\u2014GENERAL SECTION 702\u2014MATERIALS TABLE 702.1\u2014ABOVE-GROUND DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | TABLE 702.1\u2014ABOVE-GROUND DRAINAGE AND VENT PIPE\u2014continued TABLE 702.2\u2014UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE 702.3\u2014BUILDING SEWER PIPE <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | TABLE 702.3\u2014BUILDING SEWER PIPE\u2014continued TABLE 702.4\u2014PIPE FITTINGS TABLE 702.6\u2014CHEMICAL WASTE DRAINAGE SYSTEM PIPE AND FITTINGS <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | SECTION 703\u2014BUILDING SEWER SECTION 704\u2014DRAINAGE PIPING INSTALLATION TABLE 704.1\u2014SLOPE OF HORIZONTAL DRAINAGE PIPE SECTION 705\u2014JOINTS <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | TABLE 705.18\u2014CAULKING FERRULE SPECIFICATIONS TABLE 705.19\u2014SOLDERING BUSHING SPECIFICATIONS SECTION 706\u2014CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS TABLE 706.3\u2014FITTINGS FOR CHANGE IN DIRECTION <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | TABLE 706.3\u2014FITTINGS FOR CHANGE IN DIRECTION\u2014continued SECTION 707\u2014PROHIBITED JOINTS AND CONNECTIONS SECTION 708\u2014CLEANOUTS <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | SECTION 709\u2014FIXTURE UNITS TABLE 709.1\u2014DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | TABLE 709.1\u2014DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS\u2014continued TABLE 709.2\u2014DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | SECTION 710\u2014DRAINAGE SYSTEM SIZING TABLE 710.1(1)\u2014BUILDING DRAINS AND SEWERS TABLE 710.1(2)\u2014HORIZONTAL FIXTURE BRANCHES AND STACKSa <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | TABLE 710.1(2)\u2014HORIZONTAL FIXTURE BRANCHES AND STACKSa SECTION 711\u2014OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE SECTION 712\u2014SUMPS AND EJECTORS <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | TABLE 712.4.2\u2014MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION 713\u2014COMPUTERIZED DRAINAGE DESIGN SECTION 714\u2014BACKWATER VALVES <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | SECTION 715\u2014VACUUM DRAINAGE SYSTEMS SECTION 716\u2014REPLACEMENT OF UNDERGROUND BUILDING SEWERS AND BUILDING DRAINS BY PIPE-BURSTING METHODS SECTION 717\u2014RELINING BUILDING SEWERS AND BUILDING DRAINS <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | SECTION 718\u2014REHABILITATION OF BUILDING SEWERS AND BUILDING DRAINS <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | CHAPTER 8: INDIRECT\/SPECIAL WASTE SECTION 801\u2014GENERAL SECTION 802\u2014INDIRECT WASTES <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | SECTION 803\u2014SPECIAL WASTES <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | CHAPTER 9: VENTS SECTION 901\u2014GENERAL SECTION 902\u2014MATERIALS SECTION 903\u2014VENT TERMINALS <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | SECTION 904\u2014OUTDOOR VENT EXTENSIONS SECTION 905\u2014VENT CONNECTIONS AND GRADES SECTION 906\u2014VENT PIPE SIZING <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | TABLE 906.1\u2014SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | SECTION 907\u2014VENTS FOR STACK OFFSETS SECTION 908\u2014RELIEF VENTS\u2014STACKS OF MORE THAN 10 BRANCH INTERVALS SECTION 909\u2014FIXTURE VENTS <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | TABLE 909.1\u2014MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SECTION 910\u2014INDIVIDUAL VENT SECTION 911\u2014COMMON VENT TABLE 911.3\u2014COMMON VENT SIZES SECTION 912\u2014WET VENTING <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | TABLE 912.3\u2014WET VENT SIZE SECTION 913\u2014WASTE STACK VENT TABLE 913.4\u2014WASTE STACK VENT SIZE SECTION 914\u2014CIRCUIT VENTING <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | SECTION 915\u2014COMBINATION WASTE AND VENT SYSTEM TABLE 915.2.2\u2014SIZE OF COMBINATION WASTE AND VENT PIPE SECTION 916\u2014ISLAND FIXTURE VENTING <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | SECTION 917\u2014SINGLE-STACK VENT SYSTEM TABLE 917.2\u2014SINGLE STACK SIZE <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | SECTION 918\u2014AIR ADMITTANCE VALVES SECTION 919\u2014ENGINEERED VENT SYSTEMS <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | TABLE 919.2\u2014MINIMUM DIAMETER AND MAXIMUM LENGTH OFINDIVIDUAL BRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES SECTION 920\u2014COMPUTERIZED VENT DESIGN <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | CHAPTER 10: TRAPS, INTERCEPTORS AND SEPARATORS SECTION 1001\u2014GENERAL SECTION 1002\u2014TRAP REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | SECTION 1003\u2014INTERCEPTORS AND SEPARATORS <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | TABLE 1003.3.5.1\u2014CAPACITY OF GREASE INTERCEPTORSa <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | SECTION 1004\u2014MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | CHAPTER 11: STORM DRAINAGE SECTION 1101\u2014GENERAL SECTION 1102\u2014MATERIALS TABLE 1102.4\u2014BUILDING STORM SEWER PIPE <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | TABLE 1102.4\u2014BUILDING STORM SEWER PIPE\u2014contin TABLE 1102.5\u2014SUBSOIL DRAIN PIPE TABLE 1102.7\u2014PIPE FITTINGS <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | SECTION 1103 \u2014TRAPS SECTION 1104\u2014CONDUCTORS AND CONNECTIONS SECTION 1105\u2014ROOF DRAINS SECTION 1106\u2014SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | FIGURE 1106.1(1)\u2014100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | FIGURE 1106.1(2)\u2014100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | FIGURE 1106.1(3)\u2014100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | FIGURE 1106.1(4)\u2014100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | FIGURE 1106.1(5)\u2014100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII TABLE 1106.2\u2014STORM DRAIN PIPE SIZING <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | TABLE 1106.2\u2014STORM DRAIN PIPE SIZING\u2014continued TABLE 1106.3\u2014VERTICAL LEADER SIZING <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | TABLE 1106.6\u2014HORIZONTAL GUTTER SIZING SECTION 1107\u2014SIPHONIC ROOF DRAINAGE SYSTEMS SECTION 1108\u2014SECONDARY (EMERGENCY) ROOF DRAINS SECTION 1109\u2014COMBINED SANITARY AND STORM PUBLIC SEWER SECTION 1110\u2014CONTROLLED FLOW ROOF DRAIN SYSTEMS <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | SECTION 1111\u2014SUBSOIL DRAINS SECTION 1112\u2014BUILDING SUBDRAINS SECTION 1113\u2014SUMPS AND PUMPING SYSTEMS <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | CHAPTER 12: SPECIAL PIPING AND STORAGE SYSTEMS SECTION 1201\u2014GENERAL SECTION 1202\u2014MEDICAL GASES SECTION 1203\u2014OXYGEN SYSTEMS <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | CHAPTER 13: NONPOTABLE WATER SYSTEMS SECTION 1301\u2014GENERAL FIGURE 1301.3\u2014PICTOGRAPH\u2014DO NOT DRINK <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | SECTION 1302 \u2014ON-SITE NONPOTABLE WATER REUSE SYSTEMS <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | TABLE 1302.7.1\u2014LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | SECTION 1303\u2014NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | TABLE 1303.10.1\u2014LOCATION OF RAINWATER STORAGE TANKS <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | SECTION 1304\u2014RECLAIMED WATER SYSTEMS <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | CHAPTER 14: SUBSURFACE GRAYWATER SOIL ABSORPTION SYSTEMS SECTION 1401\u2014GENERAL SECTION 1402\u2014SYSTEM DESIGN AND SIZING <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | TABLE 1402.3\u2014LOCATION OF SUBSURFACE GRAYWATER SOIL ABSORPTION SYSTEM SECTION 1403\u2014INSTALLATION TABLE 1403.1.1\u2014DESIGN LOADING RATE <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | TABLE 1403.2\u2014DISTRIBUTION PIPE <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | CHAPTER 15: REFERENCED STANDARDS AISI ANSI ASHRAE ASME <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | ASPE ASSE <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | ASTM <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | AWS AWWA <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | CISPI CSA <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | IAPMO <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | ICC ISEA MSS <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | NFPA NGWA NSF <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | PDI PSAI UL <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | APPENDIX A: PLUMBING PERMIT FEE SCHEDULE SECTION A101\u2014PLUMBING PERMIT FEE SCHEDULE TABLE A101.1\u2014EXAMPLE OF PERMIT FEE SCHEDULE <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | APPENDIX B: RATES OF RAINFALL FOR VARIOUS CITIES SECTION B101\u2014RATES OF RAINFALL FOR VARIOUS CITIES TABLE B101.1\u2014RATES OF RAINFALL FOR VARIOUS CITIESa <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | TABLE B101.1\u2014RATES OF RAINFALL FOR VARIOUS CITIESa\u2014continued <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | TABLE B101.1\u2014RATES OF RAINFALL FOR VARIOUS CITIESa\u2014continued <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | TABLE B101.1\u2014RATES OF RAINFALL FOR VARIOUS CITIESa\u2014continued <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | TABLE B101.1\u2014RATES OF RAINFALL FOR VARIOUS CITIESa\u2014continued <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | TABLE B101.1\u2014RATES OF RAINFALL FOR VARIOUS CITIESa\u2014continued <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | APPENDIX C: STRUCTURAL SAFETY SECTION C101\u2014CUTTING, NOTCHING AND BORING IN STRUCTURAL STEEL MEMBERS <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | APPENDIX D: DEGREE DAY AND DESIGN TEMPERATURES SECTION D101\u2014DEGREE DAY AND DESIGN TEMPERATURES TABLE D101.1\u2014DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | TABLE D101.1\u2014DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES\u2014continued <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | TABLE D101.1\u2014DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES\u2014continued <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | TABLE D101.1\u2014DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES\u2014continued <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | TABLE D101.1\u2014DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES\u2014continued <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | TABLE D101.1\u2014DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES\u2014continued <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | APPENDIX E: SIZING OF WATER PIPING SYSTEM SECTION E101\u2014GENERAL SECTION E102\u2014INFORMATION REQUIRED SECTION E103 \u2014SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | TABLE E103.3(1)\u2014RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | TABLE E103.3(1)\u2014RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS\u2014continued <\/td>\n<\/tr>\n | ||||||
165<\/td>\n | FIGURE E103.3(1)\u2014EXAMPLE\u2014SIZING TABLE E103.3(2)\u2014LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | TABLE E103.3(2)\u2014LOAD VALUES ASSIGNED TO FIXTURESa\u2014continued FIGURE E103.3(2)\u2014FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | TABLE E103.3(3)\u2014TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | TABLE E103.3(3)\u2014TABLE FOR ESTIMATING DEMAND\u2014continued FIGURE E103.3(3)\u2014FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | TABLE E103.3(4)\u2014LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | FIGURE E103.3(4)\u2014FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING) TABLE E103.3(5)\u2014ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) <\/td>\n<\/tr>\n | ||||||
171<\/td>\n | TABLE E103.3(5)\u2014ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet)\u2014continued FIGURE E103.3(5)\u2014FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | TABLE E103.3(6)\u2014PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | FIGURE E103.3(6)\u2014FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | FIGURE E103.3(7)\u2014FRICTION LOSS IN ROUGH PIPEa <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | TABLE E103.3.1(1)\u2014SUMMATION OF DEVELOPED PIPE LENGTHS TABLE E103.3.1(2)\u2014FITTING PRESSURE LOSSES EXPRESSED IN EQUIVALENT LENGTHS (formerly Table E1) TABLE E103.3.1(3)\u2014TOTAL FRICTION LOSS EQUIVALENT PIPING LENGTH (formerly Table E2) SECTION E104\u2014SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | TABLE E104.1\u2014MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | SECTION E105 \u2014DETERMINATION OF PIPE VOLUMES TABLE E105.1\u2014INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING <\/td>\n<\/tr>\n | ||||||
181<\/td>\n | [A] APPENDIX F: BOARD OF APPEALS [A] SECTION F101\u2014GENERAL <\/td>\n<\/tr>\n | ||||||
183<\/td>\n | INDEX <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | RESOURCE A PLUMBING PROVISIONS EXCERPTED FROM:ICC A117.1\u20132017 STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | ICC A117.1-2017 STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | COPYRIGHT <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | TABLE OF CONTENTS <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | CHAPTER 1: APPLICATION AND ADMINISTRATION SECTION 101\u2014TITLE SECTION 102\u2014PURPOSE SECTION 103\u2014HUMAN FACTOR PROVISIONS SECTION 104\u2014COMPLIANCE ALTERNATIVES SECTION 105\u2014CONVENTIONS <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | FIGURE 105.4 GRAPHIC CONVENTION FOR FIGURES SECTION 106\u2014REFERENCED DOCUMENTS <\/td>\n<\/tr>\n | ||||||
198<\/td>\n | SECTION 107\u2014DEFINITIONS <\/td>\n<\/tr>\n | ||||||
201<\/td>\n | CHAPTER 3: BUILDING BLOCKS SECTION 301\u2014GENERAL SECTION 302\u2014FLOOR SURFACES FIGURE 302.2 CARPET ON FLOOR SURFACES FIGURE 302.3 OPENINGS IN FLOOR SURFACES SECTION 303\u2014CHANGES IN LEVEL <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | FIGURE 303.2 VERTICAL CHANGE IN LEVEL FIGURE 303.3 BEVELED CHANGES IN LEVEL SECTION 304\u2014TURNING SPACE <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | FIGURE 304.3.1.1 CIRCULAR TURNING SPACE – NEW BUILDINGS – SIZE AND OVERLAP FIGURE 304.3.1.2 CIRCULAR TURNING SPACE – EXISTING BUILDINGS – SIZE AND OVERLAP <\/td>\n<\/tr>\n | ||||||
204<\/td>\n | FIGURE 304.3.2.1(A) T-SHAPED TURNING SPACE – NEW BUILDINGS – OPTION 1 FIGURE 304.3.2.1(B) T-SHAPED TURNING SPACE – NEW BUILDINGS – OPTION 2 FIGURE 304.3.2.1(C) T-SHAPED TURNING SPACE – NEW BUILDINGS – OPTION 3 <\/td>\n<\/tr>\n | ||||||
205<\/td>\n | FIGURE 304.3.2.1.1 T-SHAPED TURNING SPACE – NEW BUILDINGS – OVERLAP FIGURE 304.3.2.2 T-SHAPED TURNING SPACE – EXISTING BUILDINGS – SIZE <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | FIGURE 304.3.2.2.1 T-SHAPED TURNING SPACE – EXISTING BUILDINGS – OVERLAP SECTION 305\u2014CLEAR FLOOR SPACE FIGURE 305.3.1 SIZE OF CLEAR FLOOR SPACE – NEW BUILDINGS FIGURE 305.3.2 SIZE OF CLEAR FLOOR SPACE – EXISTING BUILDINGS <\/td>\n<\/tr>\n | ||||||
207<\/td>\n | FIGURE 305.5(A) POSITION OF CLEAR FLOOR SPACE – FORWARD FIGURE 305.5(B) POSITION OF CLEAR FLOOR SPACE – PARALLEL FIGURE 305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE – PARALLEL APPROACH <\/td>\n<\/tr>\n | ||||||
208<\/td>\n | FIGURE 305.7.2 MANEUVERING CLEARANCE IN AN ALCOVE – FORWARD APPROACH SECTION 306\u2014KNEE AND TOE CLEARANCE FIGURE 306.2(A) TOE CLEARANCE – ELEVATION FIGURE 306.2(B) TOE CLEARANCE – PLAN <\/td>\n<\/tr>\n | ||||||
209<\/td>\n | FIGURE 306.3(A) KNEE CLEARANCE – ELEVATION FIGURE 306.3(B) KNEE CLEARANCE – PLAN SECTION 307\u2014PROTRUDING OBJECTS <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS FIGURE 307.3(A) POST-MOUNTED PROTRUDING OBJECTS <\/td>\n<\/tr>\n | ||||||
211<\/td>\n | FIGURE 307.3(B) POST-MOUNTED PROTRUDING OBJECTS FIGURE 307.4 REDUCED VERTICAL CLEARANCE SECTION 308\u2014REACH RANGES <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH FIGURE 308.3.2(A) OBSTRUCTED HIGH SIDE REACH <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | FIGURE 308.3.2(B) OBSTRUCTED HIGH SIDE REACH SECTION 309\u2014OPERABLE PARTS <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | FIGURE 309.1 OPERABLE PARTS – EXCEPTION 3 <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | CHAPTER 6: PLUMBING ELEMENTS AND FACILITIES SECTION 601\u2014GENERAL SECTION 602\u2014DRINKING FOUNTAINS AND BOTTLE FILLING STATIONS FIGURE 602.2.1(A) CLEAR FLOOR SPACE AT WHEELCHAIR DRINKING FOUNTAINS FIGURE 602.2.1(B) CLEAR FLOOR SPACE AT WHEELCHAIR DRINKING FOUNTAINS -PRIMARILY FOR CHILDREN\u2019S USE – EXCEPTION <\/td>\n<\/tr>\n | ||||||
217<\/td>\n | FIGURE 602.2.3 WHEELCHAIR DRINKING FOUNTAIN SPOUT HEIGHT AND LOCATION FIGURE 602.2.4 WHEELCHAIR DRINKING FOUNTAIN SPOUT LOCATION <\/td>\n<\/tr>\n | ||||||
218<\/td>\n | FIGURE 602.3.2 STANDING USE DRINKING FOUNTAIN SPOUT HEIGHT AND LOCATION FIGURE 602.3.3 STANDING USE DRINKING FOUNTAIN SPOUT LOCATION SECTION 603\u2014TOILET AND BATHING ROOMS <\/td>\n<\/tr>\n | ||||||
219<\/td>\n | TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT SECTION 604\u2014WATER CLOSETS AND TOILET COMPARTMENTS <\/td>\n<\/tr>\n | ||||||
220<\/td>\n | FIGURE 604.2 WATER CLOSET LOCATION FIGURE 604.3 SIZE OF CLEARANCE FOR WATER CLOSET <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | FIGURE 604.4 WATER CLOSET SEAT HEIGHT <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | FIGURE 604.5.1 SIDE-WALL GRAB BAR FOR WATER CLOSET <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | FIGURE 604.5.2 REAR-WALL GRAB BAR FOR WATER CLOSET FIGURE 604.7.1(A) DISPENSER OUTLET LOCATION – PROTRUDING DISPENSER BELOW GRAB BAR FIGURE 604.7.1(B) DISPENSER OUTLET LOCATION – PROTRUDING DISPENSER ABOVEGRAB BAR <\/td>\n<\/tr>\n | ||||||
224<\/td>\n | FIGURE 604.7.1(C) DISPENSER OUTLET LOCATION – RECESSED DISPENSER FIGURE 604.7.1(D) DISPENSER OUTLET LOCATION – DISPENSER IN FRONT OF WATERCLOSET – EXCEPTION FIGURE 604.9.2(A) WHEELCHAIR TOILET COMPARTMENTS – WALL HUNG CLOSET, ADULT FIGURE 604.9.2(B) WHEELCHAIR TOILET COMPARTMENTS – FLOOR MOUNTED WATER CLOSET, ADULT – WALL HUNG AND FLOOR MOUNTED WATER CLOSET, CHILDREN <\/td>\n<\/tr>\n | ||||||
225<\/td>\n | FIGURE 604.9.2.3 WHEELCHAIR TOILET COMPARTMENTS – ALTERNATE WHEELCHAIR TOILET COMPARTMENT <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | FIGURE 604.9.3(A) WHEELCHAIR TOILET COMPARTMENT DOORS – DOOR SWINGING INTO THE WHEELCHAIR TOILET COMPARTMENT FIGURE 604.9.3(B) WHEELCHAIR TOILET COMPARTMENT DOORS – EXCEPTION 3 – ALTERNATE WHEELCHAIR COMPARTMENT <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | TABLE 604.9.3.1\u2014DOOR OPENING LOCATION FIGURE 604.9.3.1(A) WHEELCHAIR TOILET COMPARTMENT DOOR OPENING LOCATION – DOOR SWINGING IN ON FRONT WALL OF PARTITION FIGURE 604.9.3.1(B) WHEELCHAIR TOILET COMPARTMENT DOOR OPENING LOCATION – DOOR SWINGING IN ON SIDE WALL OF PARTITIONS <\/td>\n<\/tr>\n | ||||||
228<\/td>\n | FIGURE 604.9.5(A) TOE CLEARANCE – ELEVATION FIGURE 604.9.5(B) TOE CLEARANCE – PLAN <\/td>\n<\/tr>\n | ||||||
229<\/td>\n | FIGURE 604.10.1 AMBULATORY COMPARTMENT <\/td>\n<\/tr>\n | ||||||
230<\/td>\n | FIGURE 604.11.2 CHILDREN\u2019S WATER CLOSET LOCATION FIGURE 604.11.4 CHILDREN\u2019S WATER CLOSET HEIGHT <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | FIGURE 604.11.7(A) CHILDREN\u2019S DISPENSER OUTLET – LOCATION FIGURE 604.11.7(B) CHILDREN\u2019S DISPENSER OUTLET – EXCEPTION SECTION 605\u2014URINALS FIGURE 605.2(A) HEIGHT AND DEPTH OF URINAL – WALL HUNG TYPE FIGURE 605.2(B) HEIGHT AND DEPTH OF URINAL – STALL TYPE <\/td>\n<\/tr>\n | ||||||
232<\/td>\n | SECTION 606\u2014LAVATORIES AND SINKS FIGURE 606.3 HEIGHT OF LAVATORIES AND SINKS <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | SECTION 607\u2014BATHTUBS FIGURE 607.2(A) CLEARANCE FOR BATHTUBS WITH REMOVABLE IN TUB SEATS FIGURE 607.2(B) CLEARANCE FOR BATHTUBS WITH SEAT AT HEAD END OF TUB FIGURE 607.4.1(A) GRAB BARS FOR BATHTUBS WITH SEAT AT HEAD END OF TUB – ELEVATION <\/td>\n<\/tr>\n | ||||||
234<\/td>\n | FIGURE 607.4.1(B) GRAB BARS FOR BATHTUBS WITH SEAT AT HEAD END OF TUB – PLAN FIGURE 607.4.2(A) GRAB BARS FOR BATHTUBS WITH REMOVABLE SEATS – ELEVATION <\/td>\n<\/tr>\n | ||||||
235<\/td>\n | FIGURE 607.4.2(B) GRAB BARS FOR BATHTUBS WITH REMOVABLE SEATS – PLAN FIGURE 607.5 LOCATION OF BATHTUB CONTROLS SECTION 608\u2014SHOWER COMPARTMENTS <\/td>\n<\/tr>\n | ||||||
236<\/td>\n | FIGURE 608.2.1.1 TRANSFER-TYPE SHOWER COMPARTMENT SIZE FIGURE 608.2.1.2(A) TRANSFER-TYPE SHOWER COMPARTMENT CLEARANCES – NEW BUILDINGS – OPTION 1 <\/td>\n<\/tr>\n | ||||||
237<\/td>\n | FIGURE 608.2.1.2(B) TRANSFER-TYPE SHOWER COMPARTMENT CLEARANCES – NEW BUILDINGS – OPTION 2 FIGURE 608.2.1.2(C) TRANSFER-TYPE SHOWER COMPARTMENT CLEARANCES – EXISTING BUILDINGS <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | FIGURE 608.2.2.1 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT SIZE FIGURE 608.2.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT CLEARANCE <\/td>\n<\/tr>\n | ||||||
239<\/td>\n | FIGURE 608.2.3.1 ALTERNATE ROLL-IN-TYPE SHOWER COMPARTMENT SIZE FIGURE 608.3.1(A) GRAB BARS IN TRANSFER-TYPE SHOWER – ELEVATION FIGURE 608.3.1(B) GRAB BARS IN TRANSFER-TYPE SHOWER – PLAN <\/td>\n<\/tr>\n | ||||||
240<\/td>\n | FIGURE 608.3.2(A) GRAB BARS IN STANDARD ROLL-IN-TYPE SHOWER – ELEVATION FIGURE 608.3.2(B) GRAB BARS IN STANDARD ROLL-IN-TYPE SHOWER – PLAN <\/td>\n<\/tr>\n | ||||||
241<\/td>\n | FIGURE 608.3.3(A) GRAB BARS IN ALTERNATE ROLL-IN-TYPE SHOWER – ELEVATION FIGURE 608.3.3(B) GRAB BARS IN ALTERNATE ROLL-IN-TYPE SHOWER – PLAN FIGURE 608.4.1 TRANSFER-TYPE SHOWER CONTROLS AND HAND SHOWER LOCATION <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | FIGURE 608.4.2 STANDARD ROLL-IN-TYPE SHOWER CONTROLS AND HAND SHOWER LOCATION FIGURE 608.4.3(A) ALTERNATE ROLL-IN-TYPE SHOWER CONTROLS AND HANDSHOWER LOCATION – CONTROL WALL – ELEVATION FIGURE 608.4.3(B) ALTERNATE ROLL-IN-TYPE SHOWER CONTROLS AND HAND SHOWER LOCATION – BACK WALL – ELEVATION <\/td>\n<\/tr>\n | ||||||
243<\/td>\n | SECTION 609\u2014GRAB BARS FIGURE 609.2 SIZE OF GRAB BARS FIGURE 609.3 SPACING OF GRAB BARS <\/td>\n<\/tr>\n | ||||||
244<\/td>\n | FIGURE 609.4.2(A) POSITIONS OF CHILDREN\u2019S GRAB BARS – SIDE-WALL VIEW FIGURE 609.4.2(B) POSITIONS OF CHILDREN\u2019S GRAB BARS – REAR-WALL VIEW SECTION 610\u2014SEATS <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | FIGURE 610.2(A) BATHTUB SEATS – REMOVABLE IN-TUB SEATS FIGURE 610.2(B) BATHTUB SEATS – SEAT PROVIDED AT HEAD END OF TUB FIGURE 610.3.1 RECTANGULAR SHOWER COMPARTMENT SEATS <\/td>\n<\/tr>\n | ||||||
246<\/td>\n | FIGURE 610.3.2 L-SHAPED SHOWER COMPARTMENT SEATS SECTION 611 WASHING MACHINES AND CLOTHES DRYERS FIGURE 611.2(A) CLEAR FLOOR SPACE – TOP LOADING FIGURE 611.2(B) CLEAR FLOOR SPACE – FRONT LOADING <\/td>\n<\/tr>\n | ||||||
247<\/td>\n | FIGURE 611.4(A) HEIGHT OF LAUNDRY EQUIPMENT – TOP LOADING FIGURE 611.4(B) HEIGHT OF LAUNDRY EQUIPMENT – FRONT LOADING SECTION 612 SAUNAS AND STEAM ROOMS <\/td>\n<\/tr>\n | ||||||
248<\/td>\n | CHAPTER 8: SPECIAL ROOMS AND SPACES SECTION 801\u2014GENERAL SECTION 804\u2014KITCHENS FIGURE 804.2.1(A) PASS-THROUGH KITCHEN CLEARANCE FIGURE 804.2.1(B) PASS-THROUGH KITCHEN CLEARANCE <\/td>\n<\/tr>\n | ||||||
249<\/td>\n | FIGURE 804.2.2(A) U-SHAPED KITCHEN CLEARANCE FIGURE 804.2.2(B) U-SHAPED KITCHEN CLEARANCE FIGURE 804.2.2(C) U-SHAPED KITCHEN CLEARANCE – EXCEPTION <\/td>\n<\/tr>\n | ||||||
251<\/td>\n | CHAPTER 11: DWELLING UNITS AND SLEEPING UNITS SECTION 1101\u2014GENERAL SECTION 1102\u2014ACCESSIBLE UNITS <\/td>\n<\/tr>\n | ||||||
252<\/td>\n | SECTION 1103\u2014TYPE A UNITS <\/td>\n<\/tr>\n | ||||||
253<\/td>\n | FIGURE 1103.11.2.4(A) WATER CLOSETS IN TYPE A UNITS – WATER CLOSET LOCATION FIGURE 1103.11.2.4(B) WATER CLOSETS IN TYPE A UNITS – MINIMUM CLEARANCE <\/td>\n<\/tr>\n | ||||||
254<\/td>\n | FIGURE 1103.11.2.4(C) WATER CLOSETS IN TYPE A UNITS – CLEARANCE WITH LAVATORY (OVERLAP EXCEPTION) FIGURE 1103.11.2.4(D) WATER CLOSETS IN TYPE A UNITS – WATER CLOSET SEAT HEIGHT <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | FIGURE 1103.11.2.5.1(A) CLEARANCE FOR BATHTUBS IN TYPE A UNITS WITH REMOVABLE SEAT FIGURE 1103.11.2.5.1(B) CLEARANCE FOR BATHTUBS IN TYPE A UNITS WITH PERMANENT SEAT FIGURE 1103.11.2.5.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT IN TYPE A UNITS <\/td>\n<\/tr>\n | ||||||
256<\/td>\n | FIGURE 1103.12.1.1 MINIMUM KITCHEN CLEARANCE IN TYPE A UNITS <\/td>\n<\/tr>\n | ||||||
257<\/td>\n | FIGURE 1103.12.1.2(A) U-SHAPED KITCHEN CLEARANCE IN TYPE A UNITS FIGURE 1103.12.1.2(B) U-SHAPED KITCHEN CLEARANCE IN TYPE A UNITS EXCEPTION FIGURE 1103.12.3 WORK SURFACE IN KITCHEN FOR TYPE A UNITS <\/td>\n<\/tr>\n | ||||||
259<\/td>\n | SECTION 1104\u2014TYPE B UNITS FIGURE 1104.1.1 CLEAR FLOOR SPACE FOR TYPE B UNITS <\/td>\n<\/tr>\n | ||||||
261<\/td>\n | FIGURE 1104.9 REACH OVER A KITCHEN OR BATHROOM CABINET <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | FIGURE 1104.11.1.1 SWING-UP GRAB BARS FOR WATER CLOSETS <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | FIGURE 1104.11.3.1.1 LAVATORY IN TYPE B UNITS – OPTION A BATHROOMS FIGURE 1104.11.3.1.2(A) CLEARANCE AT WATER CLOSETS IN TYPE B UNITS WATER CLOSET LOCATION FIGURE 1104.11.3.1.2(B) CLEARANCE AT WATER CLOSETS IN TYPE B UNITS CLEARANCE WIDTH AND DEPTH <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | FIGURE 1104.11.3.1.2(C) CLEARANCE AT WATER CLOSETS IN TYPE B UNITS INCREASED CLEARANCE DEPTH – FORWARD APPROACH FIGURE 1104.11.3.1.2(D) CLEARANCE AT WATER CLOSETS IN TYPE B UNITS CLEARANCE WITH LAVATORY OVERLAP <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | FIGURE 1104.11.3.1.3.1 PARALLEL APPROACH BATHTUB IN TYPE B UNITS – OPTION A BATHROOM <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | FIGURE 1104.11.3.1.3.2 FORWARD APPROACH BATHTUB IN TYPE B UNITS – OPTION A BATHROOM FIGURE 1104.11.3.1.3.3(A) TRANSFER-TYPE SHOWER COMPARTMENT IN TYPE B UNITS FIGURE 1104.11.3.1.3.3(B) TRANSFER-TYPE SHOWER COMPARTMENT IN TYPE B UNITS EXCEPTION <\/td>\n<\/tr>\n | ||||||
267<\/td>\n | FIGURE 1104.11.3.2.1 LAVATORY IN TYPE B UNITS – OPTION B BATHROOM FIGURE 1104.11.3.2.3.1 BATHROOM CLEARANCE IN TYPE B UNITS – OPTION B BATHROOM <\/td>\n<\/tr>\n | ||||||
268<\/td>\n | FIGURE 1104.12.1.1 MINIMUM CLEARANCE IN TYPE B UNITS FIGURE 1104.12.1.2(A) U-SHAPED KITCHEN CLEARANCE IN TYPE B UNITS <\/td>\n<\/tr>\n | ||||||
269<\/td>\n | FIGURE 1104.12.1.2(B) U-SHAPED KITCHEN CLEARANCE IN TYPE B UNITS – EXCEPTION SECTION 1105\u2014TYPE C (VISITABLE) UNITS <\/td>\n<\/tr>\n | ||||||
270<\/td>\n | SECTION 1106\u2014UNITS WITH COMMUNICATION FEATURES <\/td>\n<\/tr>\n | ||||||
272<\/td>\n | ICC EVALUATION SERVICE\u00ae <\/td>\n<\/tr>\n | ||||||
273<\/td>\n | ICC CREDENTIALING <\/td>\n<\/tr>\n | ||||||
274<\/td>\n | CHANGES TO THE CODE DEVELOPMENT PROCESS <\/td>\n<\/tr>\n | ||||||
275<\/td>\n | ICC DIGITAL CODES PREMIUM\u00ae <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" International Plumbing Code<\/b><\/p>\n |