FL PlumbingCode 2010
$47.67
Florida Building Code, Plumbing
Published By | Publication Date | Number of Pages |
FL | 2010 | 187 |
This is a fully integrated code based on the 2009 IPC.
PDF Catalog
PDF Pages | PDF Title |
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1 | FLORIDA BUILDING CODE 2010 PLUMBING |
2 | FLORIDA BUILDING CODE 2010 PLUMBIG TITLE PAGE |
3 | COPYRIGHT |
4 | PREFACE |
6 | TABLE OF CONTENTS |
10 | CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF PLUMBING INSPECTION SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL SECTION 105 APPROVAL SECTION 106 PERMITS SECTION 107 INSPECTIONS AND TESTING SECTION 108 VIOLATIONS SECTION 109 MEANS OF APPEAL SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES |
12 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
20 | CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL SECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM SECTION 303 MATERIALS SECTION 304 RODENTPROOFING SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS |
21 | TABLE 303.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION SECTION 306 TRENCHING, EXCAVATION AND BACKFILL |
22 | SECTION 307 STRUCTURAL SAFETY SECTION 308 PIPING SUPPORT |
23 | TABLE 308.5 HANGER SPACING SECTION 309 FLOOD HAZARD RESISTANCE SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS |
24 | SECTION 311 TOILET FACILITIES FOR WORKERS SECTION 312 TESTS AND INSPECTIONS |
25 | SECTION 313 EQUIPMENT EFFICIENCIES SECTION 314 CONDENSATE DISPOSAL TABLE [M] 314.2.2 CONDENSATE DRAIN SIZING |
26 | SECTION 315 PUBLIC FOOD SERVICE ESTABLISHMENTS AND FOOD ESTABLISHMENTS SECTION 316 IRRIGATION |
28 | CHAPTER 4 FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION 401 GENERAL SECTION 402 FIXTURE MATERIALS SECTION 403 MINIMUM PLUMBING FACILITIES TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3) |
29 | TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3) |
30 | TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3) |
33 | TABLE 403.6 PUBLIC SWIMMING POOL—REQUIRED FIXTURES COUNT SECTION 404 ACCESSIBLE PLUMBING FACILITIES SECTION 405 INSTALLATION OF FIXTURES FIGURE 405.3.1 FIXTURE CLEARANCE |
34 | SECTION 406 AUTOMATIC CLOTHES WASHERS SECTION 407 BATHTUBS SECTION 408 BIDETS SECTION 409 DISHWASHING MACHINES SECTION 410 DRINKING FOUNTAINS SECTION 411 EMERGENCY SHOWERS AND EYEWASH STATIONS |
35 | SECTION 412 FLOOR AND TRENCH DRAINS SECTION 413 FOOD WASTE GRINDER UNITS SECTION 414 GARBAGE CAN WASHERS SECTION 415 LAUNDRY TRAYS SECTION 416 LAVATORIES SECTION 417 SHOWERS |
36 | SECTION 418 SINKS |
37 | SECTION 419 URINALS SECTION 420 WATER CLOSETS SECTION 421 WHIRLPOOL BATHTUBS SECTION 422 HEALTH CARE FIXTURES AND EQUIPMENT |
38 | SECTION 423 SPECIALTY PLUMBING FIXTURES SECTION 424 FAUCETS AND OTHER FIXTURE FITTINGS |
39 | SECTION 425 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS SECTION 426 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT SECTION 427 FLOOR SINKS |
40 | CHAPTER 5 WATER HEATERS SECTION 501 GENERAL SECTION 502 INSTALLATION SECTION 503 CONNECTIONS |
41 | SECTION 504 SAFETY DEVICES SECTION 505 INSULATION |
42 | CHAPTER 6 WATER SUPPLY AND DISTRIBUTION SECTION 601 GENERAL SECTION 602 WATER REQUIRED SECTION 603 WATER SERVICE |
43 | TABLE 603.1 MINIMUM WATER SERVICE SIZEa SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS |
44 | TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS TABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES |
45 | TABLE 604.10.1 MANIFOLD SIZING SECTION 605 MATERIALS, JOINTS AND CONNECTIONS TABLE 605.3 WATER SERVICE PIPE |
46 | TABLE 605.4 WATER DISTRIBUTION PIPE |
47 | TABLE 605.8 MANUFACTURED PIPE NIPPLES |
49 | SECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM |
50 | TABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS |
51 | SECTION 607 HOT WATER SUPPLY SYSTEM TABLE 607.2.1 MINIMUM PIPE INSULATION (in) a, b |
52 | TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS |
53 | SECTION 608 PROTECTION OF POTABLE WATER SUPPLY TABLE 608.8.3 SIZE OF PIPE IDENTIFICATION |
55 | TABLE 608.15.1 MINIMUM REQUIRED AIR GAPS |
56 | SECTION 609 HEALTH CARE PLUMBING SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM |
57 | SECTION 611 WATER TREATMENT UNITS SECTION 612 SOLAR SYSTEMS SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES SECTION 614 WELL PUMPS AND TANKS USED FOR PRIVATE POTABLE WATER SYSTEMS TABLE 614.1 MINIMUM PRIVATE POTABLE WATER SYSTEM PUMP SIZE |
60 | CHAPTER 7 SANITARY DRAINAGE SECTION 701 GENERAL SECTION 702 MATERIALS TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE |
61 | TABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE 702.3 BUILDING SEWER PIPE |
62 | TABLE 702.4 PIPE FITTINGS SECTION 703 BUILDING SEWER SECTION 704 DRAINAGE PIPING INSTALLATION TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE SECTION 705 JOINTS |
65 | TABLE 705.21 CAULKING FERRULE SPECIFICATIONS TABLE 705.22 SOLDERING BUSHING SPECIFICATIONS SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS |
66 | TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION SECTION 707 PROHIBITED JOINTS AND CONNECTIONS SECTION 708 CLEANOUTS |
67 | SECTION 709 FIXTURE UNITS TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS SECTION 710 DRAINAGE SYSTEM SIZING SECTION 711 OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE |
68 | TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS |
69 | TABLE 710.1(1) BUILDING DRAINS AND SEWERS TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa |
70 | SECTION 712 SUMPS AND EJECTORS |
71 | TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION 713 HEALTH CARE PLUMBING |
72 | TABLE 713.11.1 STACK SIZES FOR BEDPAN STEAMERS AND BOILING-TYPE STERILIZERS TABLE 713.11.3 STACK SIZES FOR PRESSURE STERILIZERS SECTION 714 COMPUTERIZED DRAINAGE DESIGN |
73 | SECTION 715 BACKWATER VALVES |
74 | CHAPTER 8 INDIRECT/SPECIAL WASTE SECTION 801 GENERAL SECTION 802 INDIRECT WASTES |
75 | SECTION 803 SPECIAL WASTES SECTION 804 MATERIALS, JOINTS AND CONNECTIONS |
76 | CHAPTER 9 VENTS SECTION 901 GENERAL SECTION 902 MATERIALS SECTION 903 OUTDOOR VENT EXTENSION SECTION 904 VENT TERMINALS |
77 | SECTION 905 VENT CONNECTIONS AND GRADES SECTION 906 FIXTURE VENTS TABLE 906.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SECTION 907 INDIVIDUAL VENT SECTION 908 COMMON VENT TABLE 908.3 COMMON VENT SIZES |
78 | SECTION 909 WET VENTING TABLE 909.3 WET VENT SIZE SECTION 910 WASTE STACK VENT TABLE 910.4 WASTE STACK VENT SIZE SECTION 911 CIRCUIT VENTING |
79 | SECTION 912 COMBINATION DRAIN AND VENT SYSTEM TABLE 912.3 SIZE OF COMBINATION DRAIN AND VENT PIPE SECTION 913 ISLAND FIXTURE VENTING |
80 | SECTION 914 RELIEF VENTS—STACKS OF MORE THAN 10 BRANCH INTERVALS SECTION 915 VENTS FOR STACK OFFSETS SECTION 916 VENT PIPE SIZING TABLE 916.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS |
81 | TABLE 916.1—continued SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS SECTION 917 AIR ADMITTANCE VALVES |
82 | TABLE 916.5.1 SIZE AND LENGTH OF SUMP VENTS SECTION 918 ENGINEERED VENT SYSTEMS |
83 | EQUATION 9-1 TABLE 918.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUAL BRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES SECTION 919 COMPUTERIZED VENT DESIGN |
84 | CHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS SECTION 1001 GENERAL SECTION 1002 TRAP REQUIREMENTS SECTION 1003 INTERCEPTORS AND SEPARATORS |
85 | TABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORSa |
86 | TABLE 1003.5.1 SIZING FORMULAS FOR GREASE INTERCEPTORS |
87 | SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS |
88 | CHAPTER 11 STORM DRAINAGE SECTION 1101 GENERAL SECTION 1102 MATERIALS TABLE 1102.4 BUILDING STORM SEWER PIPE TABLE 1102.5 SUBSOIL DRAIN PIPE |
89 | TABLE 1102.7 PIPE FITTINGS SECTION 1103 TRAPS SECTION 1104 CONDUCTORS AND CONNECTIONS SECTION 1105 ROOF DRAINS SECTION 1106 SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS |
90 | FIGURE 1106.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
91 | FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
92 | FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
93 | FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
94 | FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
95 | TABLE 1106.2(1) SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS TABLE 1106.2(2) SIZE OF RECTANGULAR VERTICAL CONDUCTORS AND LEADERS EQUATION 11-1 |
96 | TABLE 1106.3 SIZE OF HORIZONTAL STORM DRAINGE PIPING SECTION 1107 SECONDARY (EMERGENCY) ROOF DRAINS |
97 | TABLE 1106.6 SIZE OF SEMICIRCULAR ROOF GUTTERS SECTION 1108 COMBINED SANITARY AND STORM SYSTEM |
98 | TABLE 1106.7 SIZING SCUPPERS FOR A 5 INCH PER HOUR RATE OF RAINFALL SECTION 1109 VALUES FOR CONTINUOUS FLOW SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS SECTION 1111 SUBSOIL DRAINS SECTION 1112 BUILDING SUBDRAINS SECTION 1113 SUMPS AND PUMPING SYSTEMS |
100 | CHAPTER 12 SPECIAL PIPING AND STORAGE SYSTEMS SECTION 1201 GENERAL SECTION 1202 MEDICAL GASES SECTION 1203 OXYGEN SYSTEMS |
102 | CHAPTER 13 REFERENCED STANDARDS ANSI AHRI ASME |
103 | ASSE |
105 | ASTM |
107 | AWS AWWA |
108 | CISPI CSA |
109 | FLORIDA CODES ISEA |
110 | NFPA NSF PDI UL |
112 | APPENDIX A PLUMBING PERMIT FEE SCHEDULE |
114 | APPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES |
116 | APPENDIX C GRAY WATER RECYCLING SYSTEMS SECTION C101 GENERAL SECTION C102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS |
117 | SECTION C103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS RESERVED |
118 | FIGURE 1 GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS |
120 | APPENDIX D DEGREE DAY AND DESIGN TEMPERATURES TABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
121 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
122 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
123 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
124 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
126 | APPENDIX E SIZING OF WATER PIPING SYSTEM SECTION E101 GENERAL SECTION E102 INFORMATION REQUIRED SECTION E103 SELECTION OF PIPE SIZE |
130 | TABLE E.1 TABLE E.2 |
131 | FIGURE E103.3(1) EXAMPLE-SIZING |
132 | TABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS |
133 | TABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa |
134 | TABLE E103.3(3) TABLE FOR ESTIMATING DEMAND |
135 | TABLE E103.3(3)—continued TABLE FOR ESTIMATING DEMAND TABLE E103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) |
136 | TABLE E103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE E103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) |
137 | FIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) |
138 | FIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) |
139 | FIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) |
140 | FIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa |
141 | FIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa |
142 | FIGURE E103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa |
143 | SECTION E201 SELECTION OF PIPE SIZE SECTION E202 DETERMINATION OF PIPE VOLUMES |
144 | TABLE E201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) |
145 | TABLE E201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) |
146 | TABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING |
148 | APPENDIX F PROPOSED CONSTRUCTION BUILDING CODES FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS PART 1: GENERAL |
150 | PART II — DESIGN CRITERIA |
152 | PART III — STANDARDS |
153 | PART IV: MATERIALS |
154 | PART V: INSTALLATION TABLE PIPE INSTALLATION VEHICLE TRAFFIC AREAS TABLE PIPE INSTALLATION NONTRAFFIC AND NONCULTIVATED AREAS TABLE PIPE INSTALLATION RESIDENTIAL SINGLE LOT INSTALLATIONS ONLY |
156 | PART VI: TESTING & INSPECTIONS |
158 | APPENDIX G VACUUM DRAINAGE SYSTEM |
160 | INDEX |
168 | FLORIDA BUILDING CODE 2010 BUILDING CHAPTER 1 |
170 | CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY |
172 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL |
173 | SECTION 105 PERMITS |
176 | SECTION 106 FLOOR AND ROOF DESIGN LOADS SECTION 107 SUBMITTAL DOCUMENTS |
180 | SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES SECTION 110 INSPECTIONS |
183 | SECTION 111 CERTIFICATE OF OCCUPANCY |
184 | SECTION 112 SERVICE UTILITIES SECTION 113 BOARD OF APPEALS SECTION 114 VIOLATIONS SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT |
186 | INCREASE YOUR CODE KNOWLEDGE |
187 | LEARN AND APPLY PLUMBING, MECHANICAL, AND FUEL GAS CODE |