{"id":176158,"date":"2024-10-19T10:55:31","date_gmt":"2024-10-19T10:55:31","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-floridaplumbingcode-2017\/"},"modified":"2024-10-25T03:09:14","modified_gmt":"2024-10-25T03:09:14","slug":"fl-floridaplumbingcode-2017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-floridaplumbingcode-2017\/","title":{"rendered":"FL FloridaPlumbingCode 2017"},"content":{"rendered":"

This is a fully integrated code based on the 2015 IPC. Florida Building Code Administrative Chapter 1 is included. Chapter tabs are also included. Effective Date: December 31, 2017<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFLORIDA BUILDING CODE – PLUMBING, SIXTH EDITION (2017) <\/td>\n<\/tr>\n
2<\/td>\nFLORIDA BUILDING CODE – PLUMBING, SIXTH EDITION (2017) TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
8<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
12<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY RESERVED
PART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF PLUMBING INSPECTION RESERVED
SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL RESERVED
SECTION 105 APPROVAL RESERVED
SECTION 106 PERMITS RESERVED
SECTION 107 INSPECTIONS AND TESTING RESERVED
SECTION 108 VIOLATIONS RESERVED
SECTION 109 MEANS OF APPEAL RESERVED
SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES RESERVED <\/td>\n<\/tr>\n
14<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
22<\/td>\nCHAPTER 3 GENERAL REGULATIONS
SECTION 301 GENERAL
SECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM
SECTION 303 MATERIALS <\/td>\n<\/tr>\n
23<\/td>\nSECTION 304 RODENTPROOFING
SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS
SECTION 306 TRENCHING, EXCAVATION AND BACKFILL <\/td>\n<\/tr>\n
24<\/td>\nSECTION 307 STRUCTURAL SAFETY
SECTION 308 PIPING SUPPORT <\/td>\n<\/tr>\n
25<\/td>\nTABLE 308.5 HANGER SPACING
SECTION 309 FLOOD HAZARD RESISTANCE <\/td>\n<\/tr>\n
26<\/td>\nSECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS
SECTION 311 TOILET FACILITIES FOR WORKERS
SECTION 312 TESTS AND INSPECTIONS <\/td>\n<\/tr>\n
27<\/td>\nSECTION 313 EQUIPMENT EFFICIENCIES
SECTION 314 CONDENSATE DISPOSAL
[M] TABLE 314.2.2 CONDENSATE DRAIN SIZING <\/td>\n<\/tr>\n
28<\/td>\nSECTION 315 PENETRATIONS
SECTION 316 ALTERNATIVE ENGINEERED DESIGN <\/td>\n<\/tr>\n
29<\/td>\nSECTION 317 PUBLIC FOOD SERVICE ESTABLISHMENTS AND FOOD ESTABLISHMENTS
SECTION 318 IRRIGATION <\/td>\n<\/tr>\n
30<\/td>\nCHAPTER 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 403.1.1 and 403.2) <\/td>\n<\/tr>\n
31<\/td>\nTABLE 403.1 \u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2) <\/td>\n<\/tr>\n
32<\/td>\nTABLE 403.1 \u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2) <\/td>\n<\/tr>\n
35<\/td>\nTABLE 403.6 PUBLIC SWIMMING POOL\u2014REQUIRED FIXTURES COUNT
SECTION 404 ACCESSIBLE PLUMBING FACILITIES
SECTION 405 INSTALLATION OF FIXTURES <\/td>\n<\/tr>\n
36<\/td>\nSECTION 406 AUTOMATIC CLOTHES WASHERS
SECTION 407 BATHTUBS
SECTION 408 BIDETS
SECTION 409 DISHWASHING MACHINES
SECTION 410 DRINKING FOUNTAINS <\/td>\n<\/tr>\n
37<\/td>\nSECTION 411 EMERGENCY SHOWERS AND EYEWASH STATIONS
SECTION 412 FLOOR AND TRENCH DRAINS
SECTION 413 FOOD WASTE DISPOSER UNITS
SECTION 414 GARBAGE CAN WASHERS
SECTION 415 LAUNDRY TRAYS
SECTION 416 LAVATORIES <\/td>\n<\/tr>\n
38<\/td>\nSECTION 417 SHOWERS <\/td>\n<\/tr>\n
39<\/td>\nSECTION 418 SINKS
SECTION 419 URINALS
SECTION 420 WATER CLOSETS
SECTION 421 WHIRLPOOL BATHTUBS <\/td>\n<\/tr>\n
40<\/td>\nSECTION 422 HEALTH CARE FIXTURES AND EQUIPMENT
SECTION 423 SPECIALTY PLUMBING FIXTURES
SECTION 424 FAUCETS AND OTHER FIXTURE FITTINGS <\/td>\n<\/tr>\n
41<\/td>\nSECTION 425 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
42<\/td>\nSECTION 426 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT
SECTION 427 FLOOR SINKS <\/td>\n<\/tr>\n
44<\/td>\nCHAPTER 5 WATER HEATERS
SECTION 501 GENERAL
SECTION 502 INSTALLATION
SECTION 503 CONNECTIONS <\/td>\n<\/tr>\n
45<\/td>\nSECTION 504 SAFETY DEVICES
SECTION 505 INSULATION <\/td>\n<\/tr>\n
46<\/td>\nCHAPTER 6 WATER SUPPLY AND DISTRIBUTION
SECTION 601 GENERAL
SECTION 602 WATER REQUIRED <\/td>\n<\/tr>\n
47<\/td>\nSECTION 603 WATER SERVICE
SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM
TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS <\/td>\n<\/tr>\n
48<\/td>\nTABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS
TABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES
TABLE 604.5\u2014continued MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES <\/td>\n<\/tr>\n
49<\/td>\nTABLE 604.10.1 MANIFOLD SIZING
SECTION 605 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
50<\/td>\nTABLE 605.3 WATER SERVICE PIPE
TABLE 605.4 WATER DISTRIBUTION PIPE <\/td>\n<\/tr>\n
51<\/td>\nTABLE 605.5 PIPE FITTINGS <\/td>\n<\/tr>\n
52<\/td>\nTABLE 605.7 VALVES
TABLE 605.8 MANUFACTURED PIPE NIPPLES <\/td>\n<\/tr>\n
55<\/td>\nSECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM
TABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS <\/td>\n<\/tr>\n
56<\/td>\nTABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS
SECTION 607 HOT WATER SUPPLY SYSTEM <\/td>\n<\/tr>\n
57<\/td>\nSECTION 608 PROTECTION OF POTABLE WATER SUPPLY <\/td>\n<\/tr>\n
58<\/td>\nTABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
59<\/td>\nFIGURE 608.8.1 PICTOGRAPH\u2014DO NOT DRINK
TABLE 608.8.2.2 SIZE OF PIPE IDENTIFICATION <\/td>\n<\/tr>\n
60<\/td>\nTABLE 608.15.1 MINIMUM REQUIRED AIR GAPS <\/td>\n<\/tr>\n
62<\/td>\nTABLE 608.17.1 DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES
SECTION 609 HEALTH CARE PLUMBING <\/td>\n<\/tr>\n
63<\/td>\nSECTION 610 DISINFECTION OF POTABLE WATER SYSTEM
SECTION 611 WATER TREATMENT UNITS
SECTION 612 SOLAR SYSTEMS
SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES <\/td>\n<\/tr>\n
64<\/td>\nSECTION 614 WELL PUMPS AND TANKS USED FOR PRIVATE POTABLE WATER SYSTEMS
TABLE 614.1 MINIMUM PRIVATE POTABLE WATER SYSTEM PUMP SIZE <\/td>\n<\/tr>\n
66<\/td>\nCHAPTER 7 SANITARY DRAINAGE
SECTION 701 GENERAL
SECTION 702 MATERIALS
TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n
67<\/td>\nTABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE 702.3 BUILDING SEWER PIPE <\/td>\n<\/tr>\n
68<\/td>\nTABLE 702.4 PIPE FITTINGS
SECTION 703 BUILDING SEWER
SECTION 704 DRAINAGE PIPING INSTALLATION
TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE
SECTION 705 JOINTS <\/td>\n<\/tr>\n
71<\/td>\nTABLE 705.18 CAULKING FERRULE SPECIFICATIONS
TABLE 705.19 SOLDERING BUSHING SPECIFICATIONS
SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS
TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION <\/td>\n<\/tr>\n
72<\/td>\nSECTION 707 PROHIBITED JOINTS AND CONNECTIONS
SECTION 708 CLEANOUTS <\/td>\n<\/tr>\n
73<\/td>\nSECTION 709 FIXTURE UNITS
TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS
SECTION 710 DRAINAGE SYSTEM SIZING
TABLE 710.1(1) BUILDING DRAINS AND SEWERS <\/td>\n<\/tr>\n
74<\/td>\nTABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS <\/td>\n<\/tr>\n
75<\/td>\nTABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa
SECTION 711 OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE
SECTION 712 SUMPS AND EJECTORS <\/td>\n<\/tr>\n
76<\/td>\nTABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
SECTION 713 HEALTH CARE PLUMBING <\/td>\n<\/tr>\n
77<\/td>\nTABLE 713.11.1 STACK SIZES FOR BEDPAN STEAMERS AND BOILING-TYPE STERILIZERS (Number of Connections of Various Sizes Permitted to Various-sized Sterilizer Vent Stacks) <\/td>\n<\/tr>\n
78<\/td>\nTABLE 713.11.3 STACK SIZES FOR PRESSURE STERILIZERS (Number of Connections of Various Sizes Permitted To Various-sized Vent Stacks)
SECTION 714 COMPUTERIZED DRAINAGE DESIGN
SECTION 715 BACKWATER VALVES
SECTION 716 VACUUM DRAINAGE SYSTEMS <\/td>\n<\/tr>\n
79<\/td>\nSECTION 717 REPLACEMENT OF UNDERGROUND SEWERS BY PIPE-BURSTING METHODS <\/td>\n<\/tr>\n
80<\/td>\nCHAPTER 8 INDIRECT\/SPECIAL WASTE
SECTION 801 GENERAL
SECTION 802 INDIRECT WASTES <\/td>\n<\/tr>\n
81<\/td>\nSECTION 803 SPECIAL WASTES
SECTION 804 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
82<\/td>\nCHAPTER 9 VENTS
SECTION 901 GENERAL
SECTION 902 MATERIALS
SECTION 903 VENT TERMINALS
SECTION 904 OUTDOOR VENT EXTENSIONS <\/td>\n<\/tr>\n
83<\/td>\nSECTION 905 VENT CONNECTIONS AND GRADES
SECTION 906 VENT PIPE SIZING
SECTION 907 VENTS FOR STACK OFFSETS <\/td>\n<\/tr>\n
84<\/td>\nTABLE 906.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS <\/td>\n<\/tr>\n
85<\/td>\nTABLE 906.5.1 SIZE AND LENGTH OF SUMP VENTS
SECTION 908 RELIEF VENTS\u2014STACKS OF MORE THAN 10 BRANCH INTERVALS
SECTION 909 FIXTURE VENTS
TABLE 909.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
SECTION 910 INDIVIDUAL VENT
SECTION 911 COMMON VENT <\/td>\n<\/tr>\n
86<\/td>\nTABLE 911.3 COMMON VENT SIZES
SECTION 912 WET VENTING
TABLE 912.3 WET VENT SIZE
SECTION 913 WASTE STACK VENT
TABLE 913.4 WASTE STACK VENT SIZE <\/td>\n<\/tr>\n
87<\/td>\nSECTION 914 CIRCUIT VENTING
SECTION 915 COMBINATION WASTE AND VENT SYSTEM
TABLE 915.2.2 SIZE OF COMBINATION WASTE AND VENT PIPE
SECTION 916 ISLAND FIXTURE VENTING <\/td>\n<\/tr>\n
88<\/td>\nSECTION 917 SINGLE STACK VENT SYSTEM
TABLE 917.2 SINGLE STACK SIZE <\/td>\n<\/tr>\n
89<\/td>\nSECTION 918 AIR ADMITTANCE VALVES
SECTION 919 ENGINEERED VENT SYSTEMS
EQUATION 9-1 <\/td>\n<\/tr>\n
90<\/td>\nTABLE 919.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUAL BRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES
SECTION 920 COMPUTERIZED VENT DESIGN <\/td>\n<\/tr>\n
92<\/td>\nCHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS
SECTION 1001 GENERAL
SECTION 1002 TRAP REQUIREMENTS <\/td>\n<\/tr>\n
93<\/td>\nSECTION 1003 INTERCEPTORS AND SEPARATORS <\/td>\n<\/tr>\n
95<\/td>\nSECTION 1004 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
96<\/td>\nCHAPTER 11 STORM DRAINAGE
SECTION 1101 GENERAL
SECTION 1102 MATERIALS
TABLE 1102.4 BUILDING STORM SEWER PIPE
TABLE 1102.5 SUBSOIL DRAIN PIPE <\/td>\n<\/tr>\n
97<\/td>\nTABLE 1102.7 PIPE FITTING
SECTION 1103 TRAPS
SECTION 1104 CONDUCTORS AND CONNECTIONS
SECTION 1105 ROOF DRAINS
SECTION 1106 SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS <\/td>\n<\/tr>\n
98<\/td>\nFIGURE 1106.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
99<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
100<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
101<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
102<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
103<\/td>\nTABLE 1106.2 STORM DRAIN PIPE SIZING
TABLE 1106.3 VERTICAL LEADER SIZING
SECTION 1107 SIPHONIC ROOF DRAINAGE SYSTEMS
SECTION 1108 SECONDARY (EMERGENCY) ROOF DRAINS <\/td>\n<\/tr>\n
104<\/td>\nTABLE 1106.6 HORIZONTAL GUTTER SIZING
SECTION 1109 COMBINED SANITARY AND STORM PUBLIC SEWER
SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS
SECTION 1111 SUBSOIL DRAINS <\/td>\n<\/tr>\n
105<\/td>\nSECTION 1112 BUILDING SUBDRAINS
SECTION 1113 SUMPS AND PUMPING SYSTEMS <\/td>\n<\/tr>\n
106<\/td>\nCHAPTER 12 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION 1201 GENERAL
SECTION 1202 MEDICAL GASES
SECTION 1203 OXYGEN SYSTEMS <\/td>\n<\/tr>\n
108<\/td>\nCHAPTER 13 NONPOTABLE WATER SYSTEMS
SECTION 1301 GENERAL
FIGURE 1301.3 PICTOGRAPH\u2014DO NOT DRINK <\/td>\n<\/tr>\n
110<\/td>\nSECTION 1302 ON-SITE NONPOTABLE WATER REUSE SYSTEMS <\/td>\n<\/tr>\n
111<\/td>\nTABLE 1302.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS <\/td>\n<\/tr>\n
112<\/td>\nSECTION 1303 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS <\/td>\n<\/tr>\n
113<\/td>\nTABLE 1303.10.1 LOCATION OF RAINWATER STORAGE TANKS <\/td>\n<\/tr>\n
114<\/td>\nTABLE 1303.15.8 RAINWATER QUALITY
SECTION 1304 RECLAIMED WATER SYSTEMS <\/td>\n<\/tr>\n
116<\/td>\nCHAPTER 14 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS
SECTION 1401 GENERAL
SECTION 1402 SYSTEM DESIGN AND SIZING
EQUATION 14-1 <\/td>\n<\/tr>\n
117<\/td>\nTABLE 1402.3 LOCATION OF SUBSURFACE IRRIGATION SYSTEM
SECTION 1403 INSTALLATION
TABLE 1403.1.1 DESIGN LOADING RATE <\/td>\n<\/tr>\n
118<\/td>\nTABLE 1403.2 DISTRIBUTION PIPE <\/td>\n<\/tr>\n
120<\/td>\nCHAPTER 15 REFERENCED STANDARDS
AHRI
ANSI
API
ASME <\/td>\n<\/tr>\n
122<\/td>\nASPE
ASSE <\/td>\n<\/tr>\n
123<\/td>\nASTM <\/td>\n<\/tr>\n
127<\/td>\nAWS
AWWA
CISPI <\/td>\n<\/tr>\n
128<\/td>\nCSA <\/td>\n<\/tr>\n
129<\/td>\nFlorida Codes <\/td>\n<\/tr>\n
130<\/td>\nIAPMO
ISEA
MSS
NFPA
NSF <\/td>\n<\/tr>\n
131<\/td>\nPDI
UL
WQA <\/td>\n<\/tr>\n
132<\/td>\nAPPENDIX A PLUMBING PERMIT FEE SCHEDULE
PERMIT ISSUANCE
UNIT FEE SCHEDULE
OTHER INSPECTIONS AND FEES <\/td>\n<\/tr>\n
134<\/td>\nAPPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES <\/td>\n<\/tr>\n
136<\/td>\nAPPENDIX C STRUCTURAL SAFETY
SECTION C101 CUTTING, NOTCHING AND BORING IN WOOD MEMBERS <\/td>\n<\/tr>\n
138<\/td>\nAPPENDIX D DEGREE DAY AND DESIGN TEMPERATURES
TABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
139<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
140<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
141<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
142<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
144<\/td>\nAPPENDIX E SIZING OF WATER PIPING SYSTEM
SECTION E101 GENERAL
SECTION E102 INFORMATION REQUIRED
SECTION E103 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
148<\/td>\nTABLE E.1
TABLE E.2 <\/td>\n<\/tr>\n
149<\/td>\nFIGURE E103.3(1) EXAMPLE-SIZING <\/td>\n<\/tr>\n
150<\/td>\nTABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
151<\/td>\nTABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n
152<\/td>\nTABLE E103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
153<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
154<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
155<\/td>\nFIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
156<\/td>\nFIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
157<\/td>\nFIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
158<\/td>\nFIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n
159<\/td>\nFIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
160<\/td>\nFIGURE E103.3(7) FRICTION LOSS IN ROUGH PIPEa <\/td>\n<\/tr>\n
161<\/td>\nSECTION E201 SELECTION OF PIPE SIZE
SECTION E202 DETERMINATION OF PIPE VOLUMES <\/td>\n<\/tr>\n
162<\/td>\nTABLE E201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n
163<\/td>\nTABLE E201.1\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n
164<\/td>\nTABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING <\/td>\n<\/tr>\n
166<\/td>\nAPPENDIX F PROPOSED CONSTRUCTION BUILDING CODES FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS
PART 1: GENERAL
A. DESCRIPTION
B. PERMITS
C. PRECONSTRUCTION SUBMITTALS
D. DEFINITIONS <\/td>\n<\/tr>\n
168<\/td>\nPART II \u2014 DESIGN CRITERIA
A. DESIGN DEFINED <\/td>\n<\/tr>\n
169<\/td>\nB. WATER SUPPLY
C. APPLICATION UNIFORMITY
D. SYSTEM ZONING
E. SPRINKLER\/EMITTER SPACING AND SELECTION
F. PIPELINES
G. WELLS
H. PUMPS <\/td>\n<\/tr>\n
170<\/td>\nI. CONTROL VALVES
J. AUTOMATIC IRRIGATION CONTROLLER
K. CHEMICAL INJECTION
L. BACKFLOW PREVENTION METHODS
PART III \u2014 STANDARDS
ASAE <\/td>\n<\/tr>\n
171<\/td>\nASTM
AWWA
ASSE
HYDRAULIC INSTITUTE STANDARDS
FIS
SCS
PART IV: MATERIALS
A. PVC PIPE AND FITTINGS
B. DUCTILE IRON PIPE AND FITTINGS
C. STEEL PIPE AND FITTINGS
D. POLYEHYLENE PIPE
E. SPRINKLERS, SPRAY HEADS, AND EMITTERS <\/td>\n<\/tr>\n
172<\/td>\nF. VALVES
G. VALVE BOXES
H. LOW VOLTAGE WIRING
I. IRRIGATION CONTROLLERS
J. PUMPS AND WELLS
K. CHEMICAL INJECTION EQUIPMENT
L. FILTERS AND STRAINERS <\/td>\n<\/tr>\n
173<\/td>\nPART V: INSTALLATION
A. PIPE INSTALLATION
B. CONTROL VALVE INSTALLATION
C. SPRINKLER INSTALLATION <\/td>\n<\/tr>\n
174<\/td>\nD. PUMP INSTALLATION
E. LOW VOLTAGE WIRE INSTALLATION
F. HYDRAULIC CONTROL TUBING
PART VI: TESTING & INSPECTIONS
A. PURPOSE
B. ROUGH INSPECTIONS <\/td>\n<\/tr>\n
175<\/td>\nC. FINAL INSPECTION
D. SITE RESTORATION
E. RECORD DRAWINGS <\/td>\n<\/tr>\n
176<\/td>\nF. IRRIGATION SYSTEM MAINTENANCE
G. IRRIGATION SYSTEM MANAGEMENT <\/td>\n<\/tr>\n
178<\/td>\nINDEX <\/td>\n<\/tr>\n
188<\/td>\nFLORIDA BUILDING CODE – BUILDING CHAPTER 1, SIXTH EDITION (2017) <\/td>\n<\/tr>\n
190<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
193<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
SECTION 105 PERMITS <\/td>\n<\/tr>\n
199<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
203<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES <\/td>\n<\/tr>\n
204<\/td>\nSECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
207<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY
SECTION 112 SERVICE UTILITIES <\/td>\n<\/tr>\n
208<\/td>\nSECTION 113 BOARD OF APPEALS RESERVED
SECTION 114 VIOLATIONS RESERVED
SECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT RESERVED
SECTION 117 VARIANCES IN FLOOD HAZARD AREAS <\/td>\n<\/tr>\n
210<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
211<\/td>\nTURN TO ICC FOR YOUR GO-TO CODE RESOURCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Building Code – Plumbing, Sixth Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FL<\/b><\/a><\/td>\n2017<\/td>\n211<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":176160,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-176158","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-fl","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/176158","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/176160"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=176158"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=176158"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=176158"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}