{"id":73123,"date":"2024-10-17T16:29:31","date_gmt":"2024-10-17T16:29:31","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-plumbingcode-2010\/"},"modified":"2024-10-24T19:09:10","modified_gmt":"2024-10-24T19:09:10","slug":"fl-plumbingcode-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-plumbingcode-2010\/","title":{"rendered":"FL PlumbingCode 2010"},"content":{"rendered":"

This is a fully integrated code based on the 2009 IPC.<\/span><\/span><\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFLORIDA BUILDING CODE 2010 PLUMBING <\/td>\n<\/tr>\n
2<\/td>\nFLORIDA BUILDING CODE 2010 PLUMBIG TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
10<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
PART 2\u2014ADMINISTRATION 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 <\/td>\n<\/tr>\n
12<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
20<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
21<\/td>\nTABLE 303.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION
SECTION 306 TRENCHING, EXCAVATION AND BACKFILL <\/td>\n<\/tr>\n
22<\/td>\nSECTION 307 STRUCTURAL SAFETY
SECTION 308 PIPING SUPPORT <\/td>\n<\/tr>\n
23<\/td>\nTABLE 308.5 HANGER SPACING
SECTION 309 FLOOD HAZARD RESISTANCE
SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS <\/td>\n<\/tr>\n
24<\/td>\nSECTION 311 TOILET FACILITIES FOR WORKERS
SECTION 312 TESTS AND INSPECTIONS <\/td>\n<\/tr>\n
25<\/td>\nSECTION 313 EQUIPMENT EFFICIENCIES
SECTION 314 CONDENSATE DISPOSAL
TABLE [M] 314.2.2 CONDENSATE DRAIN SIZING <\/td>\n<\/tr>\n
26<\/td>\nSECTION 315 PUBLIC FOOD SERVICE ESTABLISHMENTS AND FOOD ESTABLISHMENTS
SECTION 316 IRRIGATION <\/td>\n<\/tr>\n
28<\/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 403.2 and 403.3) <\/td>\n<\/tr>\n
29<\/td>\nTABLE 403.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3) <\/td>\n<\/tr>\n
30<\/td>\nTABLE 403.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3) <\/td>\n<\/tr>\n
33<\/td>\nTABLE 403.6 PUBLIC SWIMMING POOL\u2014REQUIRED FIXTURES COUNT
SECTION 404 ACCESSIBLE PLUMBING FACILITIES
SECTION 405 INSTALLATION OF FIXTURES
FIGURE 405.3.1 FIXTURE CLEARANCE <\/td>\n<\/tr>\n
34<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
35<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
36<\/td>\nSECTION 418 SINKS <\/td>\n<\/tr>\n
37<\/td>\nSECTION 419 URINALS
SECTION 420 WATER CLOSETS
SECTION 421 WHIRLPOOL BATHTUBS
SECTION 422 HEALTH CARE FIXTURES AND EQUIPMENT <\/td>\n<\/tr>\n
38<\/td>\nSECTION 423 SPECIALTY PLUMBING FIXTURES
SECTION 424 FAUCETS AND OTHER FIXTURE FITTINGS <\/td>\n<\/tr>\n
39<\/td>\nSECTION 425 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS
SECTION 426 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT
SECTION 427 FLOOR SINKS <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 5 WATER HEATERS
SECTION 501 GENERAL
SECTION 502 INSTALLATION
SECTION 503 CONNECTIONS <\/td>\n<\/tr>\n
41<\/td>\nSECTION 504 SAFETY DEVICES
SECTION 505 INSULATION <\/td>\n<\/tr>\n
42<\/td>\nCHAPTER 6 WATER SUPPLY AND DISTRIBUTION
SECTION 601 GENERAL
SECTION 602 WATER REQUIRED
SECTION 603 WATER SERVICE <\/td>\n<\/tr>\n
43<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
44<\/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 <\/td>\n<\/tr>\n
45<\/td>\nTABLE 604.10.1 MANIFOLD SIZING
SECTION 605 MATERIALS, JOINTS AND CONNECTIONS
TABLE 605.3 WATER SERVICE PIPE <\/td>\n<\/tr>\n
46<\/td>\nTABLE 605.4 WATER DISTRIBUTION PIPE <\/td>\n<\/tr>\n
47<\/td>\nTABLE 605.8 MANUFACTURED PIPE NIPPLES <\/td>\n<\/tr>\n
49<\/td>\nSECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM <\/td>\n<\/tr>\n
50<\/td>\nTABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS
TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS <\/td>\n<\/tr>\n
51<\/td>\nSECTION 607 HOT WATER SUPPLY SYSTEM
TABLE 607.2.1 MINIMUM PIPE INSULATION (in) a, b <\/td>\n<\/tr>\n
52<\/td>\nTABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
53<\/td>\nSECTION 608 PROTECTION OF POTABLE WATER SUPPLY
TABLE 608.8.3 SIZE OF PIPE IDENTIFICATION <\/td>\n<\/tr>\n
55<\/td>\nTABLE 608.15.1 MINIMUM REQUIRED AIR GAPS <\/td>\n<\/tr>\n
56<\/td>\nSECTION 609 HEALTH CARE PLUMBING
SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM <\/td>\n<\/tr>\n
57<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
60<\/td>\nCHAPTER 7 SANITARY DRAINAGE
SECTION 701 GENERAL
SECTION 702 MATERIALS
TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n
61<\/td>\nTABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE 702.3 BUILDING SEWER PIPE <\/td>\n<\/tr>\n
62<\/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
65<\/td>\nTABLE 705.21 CAULKING FERRULE SPECIFICATIONS
TABLE 705.22 SOLDERING BUSHING SPECIFICATIONS
SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS <\/td>\n<\/tr>\n
66<\/td>\nTABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION
SECTION 707 PROHIBITED JOINTS AND CONNECTIONS
SECTION 708 CLEANOUTS <\/td>\n<\/tr>\n
67<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
68<\/td>\nTABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS <\/td>\n<\/tr>\n
69<\/td>\nTABLE 710.1(1) BUILDING DRAINS AND SEWERS
TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa <\/td>\n<\/tr>\n
70<\/td>\nSECTION 712 SUMPS AND EJECTORS <\/td>\n<\/tr>\n
71<\/td>\nTABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
SECTION 713 HEALTH CARE PLUMBING <\/td>\n<\/tr>\n
72<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
73<\/td>\nSECTION 715 BACKWATER VALVES <\/td>\n<\/tr>\n
74<\/td>\nCHAPTER 8 INDIRECT\/SPECIAL WASTE
SECTION 801 GENERAL
SECTION 802 INDIRECT WASTES <\/td>\n<\/tr>\n
75<\/td>\nSECTION 803 SPECIAL WASTES
SECTION 804 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
76<\/td>\nCHAPTER 9 VENTS
SECTION 901 GENERAL
SECTION 902 MATERIALS
SECTION 903 OUTDOOR VENT EXTENSION
SECTION 904 VENT TERMINALS <\/td>\n<\/tr>\n
77<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
78<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
79<\/td>\nSECTION 912 COMBINATION DRAIN AND VENT SYSTEM
TABLE 912.3 SIZE OF COMBINATION DRAIN AND VENT PIPE
SECTION 913 ISLAND FIXTURE VENTING <\/td>\n<\/tr>\n
80<\/td>\nSECTION 914 RELIEF VENTS\u2014STACKS 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 <\/td>\n<\/tr>\n
81<\/td>\nTABLE 916.1\u2014continued SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS
SECTION 917 AIR ADMITTANCE VALVES <\/td>\n<\/tr>\n
82<\/td>\nTABLE 916.5.1 SIZE AND LENGTH OF SUMP VENTS
SECTION 918 ENGINEERED VENT SYSTEMS <\/td>\n<\/tr>\n
83<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
84<\/td>\nCHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS
SECTION 1001 GENERAL
SECTION 1002 TRAP REQUIREMENTS
SECTION 1003 INTERCEPTORS AND SEPARATORS <\/td>\n<\/tr>\n
85<\/td>\nTABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORSa <\/td>\n<\/tr>\n
86<\/td>\nTABLE 1003.5.1 SIZING FORMULAS FOR GREASE INTERCEPTORS <\/td>\n<\/tr>\n
87<\/td>\nSECTION 1004 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
88<\/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
89<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
90<\/td>\nFIGURE 1106.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
91<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
92<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
93<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
94<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
95<\/td>\nTABLE 1106.2(1) SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS
TABLE 1106.2(2) SIZE OF RECTANGULAR VERTICAL CONDUCTORS AND LEADERS
EQUATION 11-1 <\/td>\n<\/tr>\n
96<\/td>\nTABLE 1106.3 SIZE OF HORIZONTAL STORM DRAINGE PIPING
SECTION 1107 SECONDARY (EMERGENCY) ROOF DRAINS <\/td>\n<\/tr>\n
97<\/td>\nTABLE 1106.6 SIZE OF SEMICIRCULAR ROOF GUTTERS
SECTION 1108 COMBINED SANITARY AND STORM SYSTEM <\/td>\n<\/tr>\n
98<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
100<\/td>\nCHAPTER 12 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION 1201 GENERAL
SECTION 1202 MEDICAL GASES
SECTION 1203 OXYGEN SYSTEMS <\/td>\n<\/tr>\n
102<\/td>\nCHAPTER 13 REFERENCED STANDARDS
ANSI
AHRI
ASME <\/td>\n<\/tr>\n
103<\/td>\nASSE <\/td>\n<\/tr>\n
105<\/td>\nASTM <\/td>\n<\/tr>\n
107<\/td>\nAWS
AWWA <\/td>\n<\/tr>\n
108<\/td>\nCISPI
CSA <\/td>\n<\/tr>\n
109<\/td>\nFLORIDA CODES
ISEA <\/td>\n<\/tr>\n
110<\/td>\nNFPA
NSF
PDI
UL <\/td>\n<\/tr>\n
112<\/td>\nAPPENDIX A PLUMBING PERMIT FEE SCHEDULE <\/td>\n<\/tr>\n
114<\/td>\nAPPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES <\/td>\n<\/tr>\n
116<\/td>\nAPPENDIX C GRAY WATER RECYCLING SYSTEMS
SECTION C101 GENERAL
SECTION C102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
117<\/td>\nSECTION C103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS RESERVED <\/td>\n<\/tr>\n
118<\/td>\nFIGURE 1 GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
120<\/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
121<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
122<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
123<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
124<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
126<\/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
130<\/td>\nTABLE E.1
TABLE E.2 <\/td>\n<\/tr>\n
131<\/td>\nFIGURE E103.3(1) EXAMPLE-SIZING <\/td>\n<\/tr>\n
132<\/td>\nTABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
133<\/td>\nTABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n
134<\/td>\nTABLE E103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
135<\/td>\nTABLE E103.3(3)\u2014continued 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
136<\/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
137<\/td>\nFIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
138<\/td>\nFIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
139<\/td>\nFIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
140<\/td>\nFIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n
141<\/td>\nFIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
142<\/td>\nFIGURE E103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
143<\/td>\nSECTION E201 SELECTION OF PIPE SIZE
SECTION E202 DETERMINATION OF PIPE VOLUMES <\/td>\n<\/tr>\n
144<\/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
145<\/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
146<\/td>\nTABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING <\/td>\n<\/tr>\n
148<\/td>\nAPPENDIX F PROPOSED CONSTRUCTION BUILDING CODES FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS
PART 1: GENERAL <\/td>\n<\/tr>\n
150<\/td>\nPART II \u2014 DESIGN CRITERIA <\/td>\n<\/tr>\n
152<\/td>\nPART III \u2014 STANDARDS <\/td>\n<\/tr>\n
153<\/td>\nPART IV: MATERIALS <\/td>\n<\/tr>\n
154<\/td>\nPART V: INSTALLATION
TABLE PIPE INSTALLATION VEHICLE TRAFFIC AREAS
TABLE PIPE INSTALLATION NONTRAFFIC AND NONCULTIVATED AREAS
TABLE PIPE INSTALLATION RESIDENTIAL SINGLE LOT INSTALLATIONS ONLY <\/td>\n<\/tr>\n
156<\/td>\nPART VI: TESTING & INSPECTIONS <\/td>\n<\/tr>\n
158<\/td>\nAPPENDIX G VACUUM DRAINAGE SYSTEM <\/td>\n<\/tr>\n
160<\/td>\nINDEX <\/td>\n<\/tr>\n
168<\/td>\nFLORIDA BUILDING CODE 2010 BUILDING CHAPTER 1 <\/td>\n<\/tr>\n
170<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
172<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
173<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
176<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
180<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES
SECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
183<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
184<\/td>\nSECTION 112 SERVICE UTILITIES
SECTION 113 BOARD OF APPEALS
SECTION 114 VIOLATIONS
SECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
186<\/td>\nINCREASE YOUR CODE KNOWLEDGE <\/td>\n<\/tr>\n
187<\/td>\nLEARN AND APPLY PLUMBING, MECHANICAL, AND FUEL GAS CODE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Building Code, Plumbing<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FL<\/b><\/a><\/td>\n2010<\/td>\n187<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":73124,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-73123","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\/73123","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\/73124"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=73123"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=73123"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=73123"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}