{"id":15624,"date":"2024-10-16T21:55:20","date_gmt":"2024-10-16T21:55:20","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ipc-commentary-09-2009\/"},"modified":"2024-10-24T12:13:30","modified_gmt":"2024-10-24T12:13:30","slug":"ipc-commentary-09-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/ipc-commentary-09-2009\/","title":{"rendered":"IPC Commentary 09 2009"},"content":{"rendered":"

 A practical tool that helps you to master the code you deal with every day!<\/p>\n

\n This comprehensive publication provides a convenient reference for regulations in the 2009  International Plumbing Code\u00ae (IPC\u00ae).\n<\/div>\n
\n  \n<\/div>\n
\n Presented in an easy-to-reference format the commentary includes the full text of the code, including tables and figures, followed by corresponding commentary at the end of each section in one document. Every chapter begins with “General Comments” and “Purpose” sections followed by code and commentary to subsequent sections, tables and figures. This in-depth publication focuses on providing the full meaning and implications of the 2009 IPC\u00ae.\n<\/div>\n
\n  \n<\/div>\n
\n The commentaries are designed to suggest the most effective method of application, and the consequences of not adhering to the code. This is an excellent reference for code officials, engineers, architects, inspectors, plans examiners, contractors and anyone who needs a better understanding of the 2009 IPC\u00ae.\n<\/div>\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\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\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\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>\n2009 INTERNATIONAL PLUMBING CODE AND COMMENTARY <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
3<\/td>\nPREFACE <\/td>\n<\/tr>\n
5<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
7<\/td>\nCHAPTER 1: SCOPE AND ADMINISTRATION
GENERAL COMMENTS
PURPOSE
PART 1 – SCOPE AND APPLICATION
SECTION 101 – GENERAL <\/td>\n<\/tr>\n
8<\/td>\nSECTION 102 – APPLICABILITY <\/td>\n<\/tr>\n
11<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 – DEPARTMENT OF PLUMBING INSPECTION
SECTION 104 – DUTIES AND POWERS OF THE CODE OFFICIAL <\/td>\n<\/tr>\n
13<\/td>\nSECTION 105 – APPROVAL <\/td>\n<\/tr>\n
15<\/td>\nSECTION 106 – PERMITS <\/td>\n<\/tr>\n
19<\/td>\nSECTION 107 – INSPECTIONS AND TESTING <\/td>\n<\/tr>\n
22<\/td>\nSECTION 108 – VIOLATIONS <\/td>\n<\/tr>\n
24<\/td>\nSECTION 109 – MEANS OF APPEAL <\/td>\n<\/tr>\n
26<\/td>\nSECTION 110 – TEMPORARY EQUIPMENT, SYSTEMS AND USES
BIBLIOGRAPHY <\/td>\n<\/tr>\n
27<\/td>\nCHAPTER 2: DEFINITIONS
GENERAL COMMENTS
PURPOSE
SECTION 201 – GENERAL
SECTION 202 – GENERAL DEFINITIONS <\/td>\n<\/tr>\n
29<\/td>\nFIGURE 202(1) AIR ADMITTANCE VALVE OPENS
FIGURE 202(2) AIR ADMITTANCE VALVE CLOSES <\/td>\n<\/tr>\n
30<\/td>\nFIGURE 202(3) MECHANICAL VENT
FIGURE 202(4) AIR GAP, AIR BREAK <\/td>\n<\/tr>\n
34<\/td>\nFIGURE 202(5) DEFINITION OF A BRANCH INTERVAL <\/td>\n<\/tr>\n
35<\/td>\nFIGURE 202(6) BRANCH INTERVALS <\/td>\n<\/tr>\n
36<\/td>\nFIGURE 202(7) BRANCH VENT
FIGURE 202(8) DRAINAGE SYSTEM COMPONENTS <\/td>\n<\/tr>\n
39<\/td>\nFIGURE 202(9) DEPTH OF TRAP SEAL <\/td>\n<\/tr>\n
41<\/td>\nFIGURE 202(10) FIXTURE DRAINS AND FIXTURE BRANCHES
FIGURE 202(11) FIXTURE DRAIN <\/td>\n<\/tr>\n
43<\/td>\nFIGURE 202(12) SENSOR-CONTROLLED GREASE RECOVERY DEVICE <\/td>\n<\/tr>\n
44<\/td>\nFIGURE 202(13) TIMER-CONTROLLED GREASE RECOVERY DEVICE
FIGURE 202(14) GREASE REMOVAL DEVICE, AUTOMATIC <\/td>\n<\/tr>\n
45<\/td>\nFIGURE 202(15) TYPES OF WATER DISTRIBUTION SYSTEMS <\/td>\n<\/tr>\n
49<\/td>\nFIGURE 202(16) PARTS OF A PLUMBING SYSTEM <\/td>\n<\/tr>\n
55<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
57<\/td>\nCHAPTER 3: GENERAL REGULATIONS
GENERAL COMMENTS
PURPOSE
SECTION 301 – GENERAL <\/td>\n<\/tr>\n
58<\/td>\nSECTION 302 – EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM
SECTION 303 – MATERIALS <\/td>\n<\/tr>\n
59<\/td>\nTABLE 303.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION
SECTION 304 – RODENTPROOFING <\/td>\n<\/tr>\n
60<\/td>\nFIGURE 303.4(1) SAMPLE MARKING OF PVC PRESSURE
FIGURE 303.4(2) MARKING OF PVC GRAVITY SEWER PIPE <\/td>\n<\/tr>\n
61<\/td>\nSECTION 305 – PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS
TABLE 305.3 THERMAL EXPANSION RATES FOR PIPING MATERIALS
EQUATION – DETERMINING LENGTH OF L <\/td>\n<\/tr>\n
62<\/td>\nFIGURE 305.3(1) \u201cL\u201d\u009d BEND
FIGURE 305.3(2) \u201cZ\u201d\u009d BEND <\/td>\n<\/tr>\n
63<\/td>\nFIGURE 305.3(3) \u201cU\u201d\u009d BEND <\/td>\n<\/tr>\n
64<\/td>\nFIGURE 305.5(1) PIPE PROTECTION
FIGURE 305.5(2) BUILDING DRAIN PENETRATION THROUGH FOUNDATION WALL <\/td>\n<\/tr>\n
65<\/td>\nFIGURE 305.6(1) PROTECTION AGAINST FREEZING
FIGURE 305.6(2) WATER DISTRIBUTION PIPING IN EXTERIOR WALL <\/td>\n<\/tr>\n
66<\/td>\nFIGURE 305.6(3) PIPING IN EXTERIOR WALL <\/td>\n<\/tr>\n
67<\/td>\nFIGURE 305.6(4) TYPICAL FREEZEPROOF HOSE FAUCET INSTALLATION
FIGURE 305.6(5) SEVERE FROST PENETRATION LEVELS <\/td>\n<\/tr>\n
68<\/td>\nFIGURE 305.6(6) REQUIRED BURIAL DEPTH
FIGURE 305.7 ROOF PENETRATIONS <\/td>\n<\/tr>\n
69<\/td>\nFIGURE 305.8(1) REQUIRED SHIELD PLATES <\/td>\n<\/tr>\n
70<\/td>\nFIGURE 305.8(2) PIPE PROTECTION VIOLATION
FIGURE 305.9 PROTECTION OF PLUMBING SYSTEM COMPONENTS
SECTION 306 – TRENCHING, EXCAVATION AND BACKFILL <\/td>\n<\/tr>\n
71<\/td>\nFIGURE 306.2 PIPE ON BOTTOM OF TRENCH
FIGURE 306.2.1 OVEREXCAVATED TRENCH <\/td>\n<\/tr>\n
72<\/td>\nFIGURE 306.3 TAMPING LOOSE FILL IN 6 INCH LAYERS
SECTION 307 – STRUCTURAL SAFETY <\/td>\n<\/tr>\n
74<\/td>\nFIGURE 307.2(1) CUTTING, NOTCHING AND BORING OF WALL STUDS
FIGURE 307.2(2) CUTTING, NOTCHING AND BORING OF FLOOR JOISTS, CEILING JOISTS AND RAFTERS
FIGURE 307.2(3) NOTCHING AND BORING IN A WOOD BEARING WALL <\/td>\n<\/tr>\n
75<\/td>\nFIGURE 307.2(4) VIOLATION: NOTCH IN FLOOR JOIST TOO DEEP
FIGURE 307.2(5) VIOLATION: HOLES TOO CLOSE TO BOTTOM OF JOIST
FIGURE 307.2(6) VIOLATION: NOTCHES TOO DEEP IN WALL STUDS <\/td>\n<\/tr>\n
76<\/td>\nFIGURE 307.2(7) VIOLATION: EXTERIOR WALL STUD NOTCHED TOO DEEP
FIGURE 307.2(8) VIOLATION: FLOOR JOIST COMPLETELY SEVERED
FIGURE 307.2(9) VIOLATION: EXTERIOR WALL STUD COMPLETELY SEVERED <\/td>\n<\/tr>\n
77<\/td>\nFIGURE 307.2(10) REQUIRED TOP PLATES REINFORCEMENT <\/td>\n<\/tr>\n
78<\/td>\nFIGURE 307.2(11) VIOLATION: WALL TOP PLATES NOT REINFORCED
FIGURE 307.2(12) LAMINATED VENEER LUMBER BEAM <\/td>\n<\/tr>\n
79<\/td>\nFIGURE 307.2(13) VIOLATION: TOP CHORD OF TRUSS NOTCHED
FIGURE 307.2(14) VIOLATION: HOLE IN BOTTOM CHORD OF ROOF TRUSS
FIGURE 307.2(15) VIOLATION: TOP CHORD OF I-JOISTCOMPLETELY SEVERED
FIGURE 307.2(16) VIOLATION: I-JOIST WEB HOLES IRREGULAR SHAPE, TOO LARGE, TOO CLOSE TOGETHER <\/td>\n<\/tr>\n
80<\/td>\nFIGURE 307.2(17) STRUCTURAL STEEL BEAM
FIGURE 307.2(18) FLANGE, LIP AND WEB OF COLD-FORMED STEEL LIGHT FRAME MEMBER
FIGURE 307.2(19) ALLOWABLE WEB HOLES IN STUDS (PRESCRIPTIVE DESIGN ONLY) <\/td>\n<\/tr>\n
81<\/td>\nFIGURE 307.2(20) ALLOWABLE WEB HOLES IN MEMBERS OTHER THAN STUDS
FIGURE 307.2(21) ALLOWABLE NOTCHING AND BORING OF STRUCTURAL LOG MEMBERS <\/td>\n<\/tr>\n
82<\/td>\nFIGURE 307.3(1) COMBUSTIBLE PIPE PENETRATION OF FIRE-RATED WALL
FIGURE 307.3(2) ANNULAR SPACE PROTECTION
FIGURE 307.3(3) PIPE PENETRATION OF FIRE-RESISTANCE-RATED ROOF\/CEILING ASSEMBLY
FIGURE 307.3(4) PIPE PENETRATION OF FIRE-RESISTANCE-RATED FLOOR\/CEILING ASSEMBLY <\/td>\n<\/tr>\n
83<\/td>\nFIGURE 307.4 VIOLATION: TOP CHORD OF FLOOR TRUSS REMOVED
FIGURE 307.5 EXCAVATION IN RELATION TO FOOTING <\/td>\n<\/tr>\n
84<\/td>\nSECTION 308 – PIPING SUPPORT
FIGURE 308.3(1) PLASTIC HANGER STRAP <\/td>\n<\/tr>\n
85<\/td>\nFIGURE 308.3(2) PLASTIC INSERT FOR COPPER TUBING THROUGH METAL STUD (Photo Courtesy of Holdrite-Hubbard Enterprises)
FIGURE 308.4 POOR HANGER ATTACHMENT
TABLE 308.5 HANGER SPACING <\/td>\n<\/tr>\n
86<\/td>\nFIGURE 308.5(1) POINT OF SAG BETWEEN HANGERS
FIGURE 308.5(2) LOCATION OF HANGERS <\/td>\n<\/tr>\n
87<\/td>\nFIGURE 308.6 SWAY BRACING
FIGURE 308.7 RESTRAINED COUPLING <\/td>\n<\/tr>\n
88<\/td>\nFIGURE 308.7.1 ANCHORAGE LOCATION <\/td>\n<\/tr>\n
89<\/td>\nFIGURE 308.9(1) PIPE SUPPORT
FIGURE 308.9(2) PIPE BEND SUPPORT MAINTAINING BEND RADIUS (Photo courtesy of Holdrite-Hubbard Enterprises)
FIGURE 308.9(3) PIPE BEND SUPPORT MAINTAINING BEND RADIUS (Photo courtesy of Holdrite-Hubbard Enterprises) <\/td>\n<\/tr>\n
90<\/td>\nFIGURE 308.9(4) PIPE BEND SUPPORT MAINTAINING BEND RADIUS (Photo courtesy of Holdrite-Hubbard Enterprises)
SECTION 309 – FLOOD HAZARD RESISTANCE <\/td>\n<\/tr>\n
91<\/td>\nSECTION 310 – WASHROOM AND TOILET ROOM REQUIREMENTS
FIGURE 310.2 FIXTURE AND PIPING OBSTRUCTIONS <\/td>\n<\/tr>\n
92<\/td>\nFIGURE 310.5(1) URINAL PARTITIONS (Photo courtesy of Falcon Waterfree Technologies) <\/td>\n<\/tr>\n
93<\/td>\nFIGURE 310.5(2) URINAL PARTITIONS
SECTION 311 – TOILET FACILITIES FOR WORKERS
TABLE 311.1 MINIMUM NUMBER OF TOILET FACILITIES
SECTION 312 – TESTS AND INSPECTIONS <\/td>\n<\/tr>\n
95<\/td>\nFIGURE 312.4(1) SMOKE GENERATING EQUIPMENT (Photo courtesy of Hurco Technologies, Inc.) <\/td>\n<\/tr>\n
96<\/td>\nFIGURE 312.4(2) SMOKE INDICATING PRESENCE OF LEAK (Photo courtesy of Hurco Technologies, Inc.) <\/td>\n<\/tr>\n
98<\/td>\nFIGURE 312.9 TESTING OF FIELD FABRICATED SHOWER LINER
SECTION 313 – EQUIPMENT EFFICIENCIES
SECTION 314 – CONDENSATE DISPOSAL <\/td>\n<\/tr>\n
99<\/td>\nTABLE [M] 314.2.2 CONDENSATE DRAIN SIZING <\/td>\n<\/tr>\n
100<\/td>\nFIGURE 314.2.3(1) CONDENSATE OVERFLOW SWITCH (Photo courtesy of SMD Research, Inc.) <\/td>\n<\/tr>\n
101<\/td>\nFIGURE 314.2.3(2) CONDENSATE OVERFLOW SWITCH (Photo courtesy of SMD Research, Inc.)
FIGURE 314.2.3(3) PRIMARY OR AUXILIARY DRAIN PAN FLOAT SWITCH (Photo courtesy of SMD Research, Inc.)
FIGURE 314.2.3.2 FURNACE ELEVATED ABOVE TOP OF CONDENSATE PAN <\/td>\n<\/tr>\n
102<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
103<\/td>\nCHAPTER 4: FIXTURE, FAUCETS AND FIXTURE FITTINGS
GENERAL COMMENTS
PURPOSE
SECTION 401 – GENERAL <\/td>\n<\/tr>\n
104<\/td>\nSECTION 402 – FIXTURE MATERIALS <\/td>\n<\/tr>\n
105<\/td>\nSECTION 403 – MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n
108<\/td>\nTABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3) <\/td>\n<\/tr>\n
109<\/td>\nTABLE 403.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3 <\/td>\n<\/tr>\n
110<\/td>\nTABLE 403.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3) <\/td>\n<\/tr>\n
113<\/td>\nTABLE 403.1(1) SOLUTION SUMMARY FOR SAMPLE PROBLEM 1 <\/td>\n<\/tr>\n
114<\/td>\nTABLE 403.1(2) SOLUTION SUMMARY OF SAMPLE PROBLEM 2 <\/td>\n<\/tr>\n
115<\/td>\nTABLE 403.1(3) SOLUTION SUMMARY FOR SAMPLE PROBLEM 3 <\/td>\n<\/tr>\n
116<\/td>\nTABLE 403.1(4) SOLUTION SUMMARY FOR SAMPLE PROBLEM 4
TABLE 403.1(5) BUILDING PLUMBING FIXTURE TOTALS FOR SAMPLE PROBLEM 4 <\/td>\n<\/tr>\n
118<\/td>\nFIGURE 403.3 RESTAURANT ENTRY SIGN
FIGURE 403.3.1(1) WALK-UP ICE CREAM SHOP WITH OUTDOOR SEATING <\/td>\n<\/tr>\n
119<\/td>\nFIGURE 403.3.1(2) CUSTOMER TOILET ACCESS <\/td>\n<\/tr>\n
121<\/td>\nSECTION 404 – ACCESSIBLE PLUMBING FACILITIES <\/td>\n<\/tr>\n
123<\/td>\nFIGURE 404(1) WATER CLOSET LOCATIONS
FIGURE 404(2) WATER CLOSET HEIGHT
FIGURE 404(3) SIZE OF CLEARANCE FOR WATER CLOSET
FIGURE 404(4) REAR WALL GRAB BAR FOR WATER CLOSET <\/td>\n<\/tr>\n
124<\/td>\nFIGURE 404(5) SIDE WALL GRAB BAR FOR WATER CLOSET
FIGURE 404(6) INTERNATIONAL SYMBOL FOR ACCESSIBILITY
FIGURE 404(7) CHILDREN’S WATER CLOSET LOCATION <\/td>\n<\/tr>\n
125<\/td>\nFIGURE 404(8) CHILDREN’S WATER CLOSET HEIGHT AND SIDE WALL GRAB BARS
FIGURE 404(9) WALL HUNG TYPE URINAL
FIGURE 404(10) ACCESSIBLE HEIGHT URINAL ON LEFT <\/td>\n<\/tr>\n
126<\/td>\nFIGURE 404(11) BATHTUB WITHOUT PERMANENT SEAT
FIGURE 404(12) BATHTUB WITH PERMANENT SEAT
FIGURE 404(13) GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS
FIGURE 404(14) GRAB BARS FOR BATHTUBS WITHOUT PERMANENT SEATS <\/td>\n<\/tr>\n
127<\/td>\nFIGURE 404(15) LOCATION OF BATHTUB CONTROLS
FIGURE 404(16) TRANSFER TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE <\/td>\n<\/tr>\n
128<\/td>\nFIGURE 404(17) GRAB BARS IN TRANSFER-TYPE SHOWERS
FIGURE 404(18) TRANSFER-TYPE SHOWER CONTROL AND HAND SHOWER LOCATION
FIGURE 404(19) STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE <\/td>\n<\/tr>\n
129<\/td>\nFIGURE 404(20) GRAB BARS IN ALTERNATE ROLL-IN-TYPE SHOWERS
FIGURE 404(21) STANDARD ROLL-IN-TYPE SHOWER CONTROL AND HAND SHOWER LOCATION
FIGURE 404(22) ALTERNATE ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE <\/td>\n<\/tr>\n
130<\/td>\nFIGURE 404(23) GRAB BARS IN ALTERNATE ROLL-IN SHOWERS
FIGURE 404(24) ALTERNATE ROLL-IN-TYPE SHOWER CONTROL AND HAND SHOWER LOCATION <\/td>\n<\/tr>\n
131<\/td>\nFIGURE 404(25) CONTROLS AND HAND SHOWER IN ACCESSIBLE SHOWER (Photo courtesy of B&I Contractors, Inc.) <\/td>\n<\/tr>\n
133<\/td>\nFIGURE 404(26) HEIGHT OF LAVATORIES AND SINKS
FIGURE 404(27) KNEE CLEARANCE
FIGURE 404(28) WALL MOUNTED ACCESSIBLE LAVATORY <\/td>\n<\/tr>\n
134<\/td>\nFIGURE 404(29) TOE CLEARANCE
FIGURE 404(30) ACCESSIBLE KITCHEN SINK <\/td>\n<\/tr>\n
135<\/td>\nFIGURE 404(31) ACCESSIBLE DRINKING FOUNTAIN <\/td>\n<\/tr>\n
137<\/td>\nFIGURE 404(32) SWING UP GRAB BAR FOR WATER CLOSET <\/td>\n<\/tr>\n
138<\/td>\nFIGURE 404(33) PARALLEL APPROACH BATHTUB IN TYPE B UNITS
FIGURE 404(34) FORWARD APPROACH BATHTUB IN TYPE B UNITS <\/td>\n<\/tr>\n
141<\/td>\nSECTION 405 – INSTALLATION OF FIXTURES
FIGURE 405.3.1 – FIXTURE CLEARANCE <\/td>\n<\/tr>\n
143<\/td>\nFIGURE 405.3.1(1) MINIMUM CLEARANCE BETWEEN FIXTURES <\/td>\n<\/tr>\n
144<\/td>\nFIGURE 405.3.1(2) CORNER SINK USER CLEARANCE <\/td>\n<\/tr>\n
145<\/td>\nFIGURE 405.4 WATER CLOSET FLOOR FLANGE <\/td>\n<\/tr>\n
146<\/td>\nFIGURE 405.4.3 WALL-HUNG WATER CLOSET
FIGURE 405.5(1) JOINTS BETWEEN FIXTURES AND WALLS OR FLOORS
FIGURE 405.5(2) VIOLATION: LAVATORY NOT ATTACHED OR SEALED TO WALL
FIGURE 405.5(3) LAVATORY PROPERLY SEALED TO WALL <\/td>\n<\/tr>\n
147<\/td>\nFIGURE 405.7 FIXTURE OVERFLOW
SECTION 406 – AUTOMATIC CLOTHES WASHERS <\/td>\n<\/tr>\n
148<\/td>\nFIGURE 406.3 CLOTHES WASHER TRENCH DRAIN <\/td>\n<\/tr>\n
149<\/td>\nSECTION 407 – BATHTUBS <\/td>\n<\/tr>\n
150<\/td>\nSECTION 408 – BIDETS
SECTION 409 – DISHWASHING MACHINES <\/td>\n<\/tr>\n
151<\/td>\nSECTION 410 – DRINKING FOUNTAINS <\/td>\n<\/tr>\n
152<\/td>\nSECTION 411 – EMERGENCY SHOWERS AND EYEWASH STATIONS
FIGURE 411.1 EMERGENCY SHOWER AND EYEWASH STATION (Photo Courtesy of B&I Contractors, Inc.) <\/td>\n<\/tr>\n
153<\/td>\nSECTION 412 – FLOOR AND TRENCH DRAINS
FIGURE 412.1 TRENCH DRAIN (Photo Courtesy of B&I Contractors, Inc.) <\/td>\n<\/tr>\n
154<\/td>\nFIGURE 412.2(1) TYPICAL FLOOR DRAIN WITHOUT INTEGRAL TRAP
FIGURE 412.2(2) TYPICAL FLOOR DRAIN WITH INTEGRAL TRAP <\/td>\n<\/tr>\n
155<\/td>\nSECTION 413 – FOOD WASTE GRINDER UNITS
FIGURE 413.3 – COMMERCIAL FOOD WASTE GRINDER <\/td>\n<\/tr>\n
156<\/td>\nSECTION 414 – GARBAGE CAN WASHERS
FIGURE 414.2 GARBAGE CAN WASHER
SECTION 415 – LAUNDRY TRAYS <\/td>\n<\/tr>\n
157<\/td>\nSECTION 416 – LAVATORIES
FIGURE 416.1 GROUP WASH-UP FIXTURE <\/td>\n<\/tr>\n
158<\/td>\nFIGURE 416.4 ADJUSTABLE HEIGHT SHAMPOO BOWL (Photo Courtesy of Accessible Systems LLC)
SECTION 417 – SHOWERS <\/td>\n<\/tr>\n
159<\/td>\nFIGURE 417.2(1) SECURING SHOWER RISER
FIGURE 417.2(2) SPECIAL BRACKET FOR SHOWER RISER (Photo Courtesy of Holdrite-Hubbard Enterprises <\/td>\n<\/tr>\n
160<\/td>\nFIGURE 417.3 SHOWER FLOOR DESIGN
FIGURE 417.4 SHOWER COMPARTMENT <\/td>\n<\/tr>\n
161<\/td>\nFIGURE 417.5.2 SHOWER LINING CONNECTION <\/td>\n<\/tr>\n
162<\/td>\nSECTION 418 – SINKS <\/td>\n<\/tr>\n
163<\/td>\nSECTION 419 – URINALS
FIGURE 419.1(1) WATERLESS URINAL (Photo Courtesy of Falcon Waterfree Technologies <\/td>\n<\/tr>\n
164<\/td>\nFIGURE 419.1(2) WATERLESS URINAL CARTRIDGE (Photo Courtesy of Falcon Waterfree Technologies
FIGURE 419.3 URINAL SURROUNDING MATERIAL
SECTION 420 – WATER CLOSETS <\/td>\n<\/tr>\n
165<\/td>\nFIGURE 420.1(1) BOWL DESIGN <\/td>\n<\/tr>\n
166<\/td>\nFIGURE 420.1(2) FLUSHING ACTION FOR CERTAIN WATER CLOSETS
FIGURE 420.1(3) DETERMINING WATER CLOSET RIM HEIGHT
FIGURE 420.4 ACCEPTABLE 4 X 3 CLOSET BENDS <\/td>\n<\/tr>\n
167<\/td>\nSECTION 421 – WHIRLPOOL BATHTUBS
SECTION 422 – HEALTH CARE FIXTURES AND EQUIPMENT <\/td>\n<\/tr>\n
168<\/td>\nFIGURE 421.5(1) NONCOMPLIANT WHIRLPOOL BATHTUB PUMP ACCESS
FIGURE 421.5(2) NONCOMPLIANT WHIRLPOOL BATHTUB PUMP ACCESS <\/td>\n<\/tr>\n
170<\/td>\nSECTION 423 – SPECIALTY PLUMBING FIXTURES
SECTION 424 – FAUCETS AND OTHER FIXTURE FITTINGS <\/td>\n<\/tr>\n
172<\/td>\nFIGURE 424.1.1(1) AERATED STREAM AERATOR (Photo courtesy of Neoperl, Inc.)
FIGURE 424.1.1(2) SPRAY AERATOR (Photo courtesy of Neoperl, Inc.) <\/td>\n<\/tr>\n
173<\/td>\nTABLE 424.3 TEMPERATURE BURN CHART <\/td>\n<\/tr>\n
175<\/td>\nTABLE 424.4 MAXIMUM TEMPERATURES ALLOWED AT USE LOCATIONS
FIGURE 424.4 TEMPERATURE CONTROL STANDARDS RELATED TO FIXTURE APPLICATIONS <\/td>\n<\/tr>\n
177<\/td>\nSECTION 425 – FLUSHING DEVICES FOR WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
178<\/td>\nSECTION 426 – MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT
SECTION 427 – FLOOR SINKS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
181<\/td>\nCHAPTER 5: WATER HEATERS
GENERAL COMMENTS
PURPOSE
SECTION 501 – GENERAL <\/td>\n<\/tr>\n
182<\/td>\nFIGURE 501.2 WATER-TO-AIR HEAT EXCHANGER <\/td>\n<\/tr>\n
185<\/td>\nFIGURE 501.6(1) TYPICAL CAPACITY GRAPH FOR TANKLESS WATER
FIGURE 501.6(2) TYPICAL DETERMINATION OF FLOW AT GIVEN TEMPERATURE RISE
TABLE 501.6(1) TYPICAL CAPACITY TABLE FOR TANKLESS WATER HEATERS <\/td>\n<\/tr>\n
187<\/td>\nSECTION 502 – INSTALLATION <\/td>\n<\/tr>\n
189<\/td>\nSECTION 503 – CONNECTIONS <\/td>\n<\/tr>\n
190<\/td>\nFIGURE 503.1(1) WATER HEATER VALVE
FIGURE 503.1(2) PLASTIC PIPE TOO CLOSE TO DRAFT HOOD OF GAS-FIRED WATER HEATER
FIGURE 503.2 CIRCULATING TYPE WATER HEATERS CONNECTED TO STORAGE TANKS (Photo courtesy of B&I Contractors, Inc.) <\/td>\n<\/tr>\n
191<\/td>\nSECTION 504 – SAFETY DEVICES
FIGURE 504.2 WATER HEATER WITH BOTTOM FEED <\/td>\n<\/tr>\n
192<\/td>\nFIGURE 504.3 ELECTRIC DISCONNECT ADJACENT TO WATER HEATER (Photo courtesy of B&I Contractors, Inc.) <\/td>\n<\/tr>\n
193<\/td>\nFIGURE 504.4 COMBINATION TEMPERATURE AND PRESSURE-RELIEF VALVE (Photo courtesy of CASH-ACME, Inc.)
FIGURE 504.4.1 TEMPERATURE- AND PRESSURE-RELIEF VALVE INSTALLATION <\/td>\n<\/tr>\n
194<\/td>\nFIGURE 504.5 COMBINATION TEMPERATURE- AND PRESSURE-RELIEF VALVE LABEL (Photo courtesy of CASH-ACME, Inc.) <\/td>\n<\/tr>\n
195<\/td>\nFIGURE 504.6(1) RELIEF VALVE DISCHARGE <\/td>\n<\/tr>\n
196<\/td>\nFIGURE 504.6(2) RELIEF VALVE INDIRECT WASTE <\/td>\n<\/tr>\n
197<\/td>\nFIGURE 504.6(3) T&P RELIEF VALVE PERMITTED TO DISCHARGE TO THE PAN <\/td>\n<\/tr>\n
198<\/td>\nFIGURE 504.6(4) CAPPED TANK TAPPING FOR RELIEF VALVE AND PLUGGED RELIEF VALVE OPENING
FIGURE 504.7(1) WATER HEATER IN PAN <\/td>\n<\/tr>\n
199<\/td>\nSECTION 505 – INSULATION <\/td>\n<\/tr>\n
200<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
201<\/td>\nCHAPTER 6: WATER SUPPLY AND DISTRIBUTION
GENERAL COMMENTS
PURPOSE
SECTION 601 – GENERAL <\/td>\n<\/tr>\n
202<\/td>\nSECTION 602 – WATER REQUIRED <\/td>\n<\/tr>\n
203<\/td>\nSECTION 603 – WATER SERVICE <\/td>\n<\/tr>\n
204<\/td>\nFIGURE 603.1(1) RESIDENTIAL WATER SERVICE SCHEMATIC <\/td>\n<\/tr>\n
205<\/td>\nTABLE 603.1 TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
206<\/td>\nFIGURE 603.1(2) FRICTION LOSS IN SMOOTH PIPEa (Type L, ASTM B 88 Copper Tubing <\/td>\n<\/tr>\n
207<\/td>\nTABLE 603.2.1 MINIMUM HORIZONTAL SEPARATION DISTANCES BETWEEN WATER SOURCE ELEMENTS AND SOIL ABSORPTION SYSTEM COMPONENTS <\/td>\n<\/tr>\n
208<\/td>\nFIGURE 603.2(1) SEPARATION OF WATER SERVICE AND BUILDING SEWER
FIGURE 603.2(2) WATER SERVICE CROSSING OVER BUILDING SEWER <\/td>\n<\/tr>\n
209<\/td>\nSECTION 604 – DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM <\/td>\n<\/tr>\n
210<\/td>\nFIGURE 604.1(1) DIFFERENCE IN ELEVATION
FIGURE 604.1(2) DIFFERENCE IN ELEVATION <\/td>\n<\/tr>\n
211<\/td>\nFIGURE 604.1(3) CAVITATION
TABLE 604.1 MAXIMUM FLOW VELOCITY <\/td>\n<\/tr>\n
213<\/td>\nTABLE 604.3 PEAK DEMAND PERIODS
TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS <\/td>\n<\/tr>\n
215<\/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
216<\/td>\nFIGURE 604.5 WATER SUPPLY CONNECTION WITH REDUCED-SIZE FLEXIBLE SUPPLY <\/td>\n<\/tr>\n
217<\/td>\nFIGURE 604.9(1) EXAMPLE OF MECHANICAL WATER-HAMMER ARRESTORS <\/td>\n<\/tr>\n
218<\/td>\nFIGURE 604.9(2) AIR CHAMBER WATER HAMMER ARRESTOR
TABLE 604.10.1 MANIFOLD SIZING <\/td>\n<\/tr>\n
219<\/td>\nFIGURE 604.10(1) FIELD-BUILT MANIFOLD FOR PARALLEL WATER DISTRIBUTION
FIGURE 604.10(2) FACTORY-BUILT MANIFOLD FOR PARALLEL WATER DISTRIBUTION <\/td>\n<\/tr>\n
220<\/td>\nSECTION 605 – MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
221<\/td>\nFIGURE 605.3(1) PLASTIC WATER SERVICE EXTENDING INTO BUILDING <\/td>\n<\/tr>\n
222<\/td>\nTABLE 605.3 WATER SERVICE PIPE <\/td>\n<\/tr>\n
224<\/td>\nTABLE 605.3 DUCTILE IRON PIPE LINING THICKNESS <\/td>\n<\/tr>\n
225<\/td>\nFIGURE 605.3(3) SAMPLE MARKING OF PEX TUBING <\/td>\n<\/tr>\n
227<\/td>\nTABLE 605.4 WATER DISTRIBUTION PIPE <\/td>\n<\/tr>\n
228<\/td>\nTABLE 605.5 PIPE FITTINGS <\/td>\n<\/tr>\n
229<\/td>\nTABLE 605.8 MANUFACTURED PIPE NIPPLES <\/td>\n<\/tr>\n
231<\/td>\nFIGURE 605.11 ASBESTOS-CEMENT PIPE JOINT
FIGURE 605.12.1 HEAT APPLICATION OF BRAZED JOINT <\/td>\n<\/tr>\n
233<\/td>\nFIGURE 605.14.3 PREPARATION OF PIPE END <\/td>\n<\/tr>\n
234<\/td>\nFIGURE 605.15.2(1) TYPICAL FLARED TUBE JOINT
FIGURE 605.15.2(2) TYPICAL FLARED TUBE JOINT <\/td>\n<\/tr>\n
236<\/td>\nFIGURE 605.17.2 PEX TUBING CONNECTION <\/td>\n<\/tr>\n
237<\/td>\nFIGURE 605.19.4 BENDING <\/td>\n<\/tr>\n
239<\/td>\nTABLE 605.24.1 CORROSIVE HIERARCHY OF METALS (Galvanic Series)
FIGURE 605.24.1(1) DIELECTRIC UNION
FIGURE 605.24.1(2) DIELECTRIC FLANGE FITTING <\/td>\n<\/tr>\n
240<\/td>\nFIGURE 605.24.1(3) CORROSION DUE TO ABSENCE OF DIELECTRIC FITTINGS
SECTION 606 – INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM <\/td>\n<\/tr>\n
241<\/td>\nFIGURE 606.1(1) CURB VALVE ON WATER SUPPLY
FIGURE 606.1(2) VALVE AT ENTRANCE TO THE BUILDING AND ON THE DISCHARGE SIDE OF METER <\/td>\n<\/tr>\n
242<\/td>\nFIGURE 606.1(3) VALVES FOR EACH RISER AND DOWNFEED
FIGURE 606.1(4) DWELLING UNIT VALVE
FIGURE 606.1(5) VALVES ON SUPPLY TO EACH TANK <\/td>\n<\/tr>\n
243<\/td>\nFIGURE 606.1(6) WATER HEATER VALVE
FIGURE 606.2(1) SHUTOFF VALVES FOR EACH FIXTURE <\/td>\n<\/tr>\n
244<\/td>\nFIGURE 606.2(2) SILL FAUCET VALVE <\/td>\n<\/tr>\n
245<\/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
246<\/td>\nSECTION 607 – HOT WATER SUPPLY SYSTEM <\/td>\n<\/tr>\n
247<\/td>\nFIGURE 607.2 – HOT WATER SUPPLY TEMPERATURE MAINTENANCE <\/td>\n<\/tr>\n
248<\/td>\nFIGURE 607.2.3(1) PROPER RECIRCULATION RETURN <\/td>\n<\/tr>\n
249<\/td>\nFIGURE 607.2.3(2) PROHIBITED RECIRCULATION RETURN
FIGURE 607.2.3(3) PROHIBITED RECIRCULATION RETURN <\/td>\n<\/tr>\n
250<\/td>\nFIGURE 607.3 EXAMPLE METHOD OF THERMAL EXPANSION CONTROL <\/td>\n<\/tr>\n
251<\/td>\nFIGURE 607.3.1 PRESSURE-REDUCING VALVE WITH THERMAL EXPANSION BYPASS <\/td>\n<\/tr>\n
253<\/td>\nSECTION 608 – PROTECTION OF POTABLE WATER SUPPLY
FIGURE 608.1(1) ATMOSPHERIC PRESSURE <\/td>\n<\/tr>\n
254<\/td>\nFIGURE 608.1(2) PRESSURE EXERTED BY 1 CUBIC FOOT OF WATER <\/td>\n<\/tr>\n
255<\/td>\nFIGURE 608.1(3) PRESSURE EXERTED BY A COLUMN OF WATER
FIGURE 608.1(4) BASE PRESSURE
FIGURE 608.1(5) COLUMN OF WATER EXPOSED TO ATMOSPHERE <\/td>\n<\/tr>\n
256<\/td>\nFIGURE 608.1(6) OPEN TUBE INSERTED IN CONTAINER OF WATER
FIGURE 608.1(7) VACUUM APPLIED TO A SEALED TUBE INSERTED IN A CONTAINER OF WATER
FIGURE 608.1(8) EXAMPLE OF SIMPLE SIPHON <\/td>\n<\/tr>\n
257<\/td>\nFIGURE 608.1(9) EXAMPLE OF ASPIRATION OR VENTURE PRINCIPLE
FIGURE 608.1(10) EXAMPLE OF PUMP CAUSING NEGATIVE PRESSURE <\/td>\n<\/tr>\n
258<\/td>\nTABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
260<\/td>\nFIGURE 608.7(1) YARD HYDRANT WITH STOP AND WASTE VALVE
FIGURE 608.6.1 CONNECTION BETWEEN TWO SYSTEMS <\/td>\n<\/tr>\n
261<\/td>\nFIGURE 608.7(2) PROHIBITED INSTALLATION OF YARD HYDRANTS CONNECTED TO WATER SERVICE LINES <\/td>\n<\/tr>\n
262<\/td>\nTABLE 608.8.3 SIZE OF PIPE IDENTIFICATION
FIGURE 608.8 IDENTIFICATION OF PIPING SYSTEMS <\/td>\n<\/tr>\n
265<\/td>\nFIGURE 608.13.4 BAROMETRIC LOOP
FIGURE 608.13.5 PRESSURE VACUUM BREAKER <\/td>\n<\/tr>\n
266<\/td>\nFIGURE 608.13.7 DOUBLE CHECK-VALVE ASSEM <\/td>\n<\/tr>\n
269<\/td>\nTABLE 608.15.1 MINIMUM REQUIRED AIR GAPS
FIGURE 608.15.1(1) AIR GAP FOR A LAVATORY FAUCET
FIGURE 608.15.1(2) AIR GAP PIPING SYSTEM <\/td>\n<\/tr>\n
270<\/td>\nFIGURE 608.15.1(3) AIR GAPS\u2014LOCATED NEAR SINGLE WALL
FIGURE 608.15.1(4) AIR GAPS\u2014LOCATED NEAR INTERSECTING WALLS <\/td>\n<\/tr>\n
271<\/td>\nFIGURE 608.15.4 SUBMERGED INLET PROTECTED BY VACUUM BREAKER <\/td>\n<\/tr>\n
272<\/td>\nFIGURE 608.15.4.2(1) HOSE (SILL) FAUCET WITHOUT VACUUM BREAKER
FIGURE 608.15.4.2(2) HOSE (SILL) FREEZEPROOF FAUCET WITH INTEGRAL ANTISIPHON DEVICES <\/td>\n<\/tr>\n
273<\/td>\nFIGURE 608.15.4.2(3) HOSE CONNECTION VACUUM BREAKER <\/td>\n<\/tr>\n
274<\/td>\nFIGURE 608.16.1 BEVERAGE DISPENSER
FIGURE 608.16.2 FOR BOILER WITHOUT CONDITIONING CHEMICALS
TABLE 608.16.3(1) GOSSELIN RATINGS <\/td>\n<\/tr>\n
275<\/td>\nTABLE 608.16.3(2) HEAT TRANSFER FLUIDS (ESSENTIALLY NONTOXIC) GOSSE LIN RATING OF 1
FIGURE 608.16.3(3) DOUBLE WALL HEAT EXCHANGER <\/td>\n<\/tr>\n
276<\/td>\nFIGURE 608.16.4(1) COMBINATION WATER DISTRIBUTION\/AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
277<\/td>\nFIGURE 608.16.4(2) COMMON FIRE SPRINKLER AND DOMESTIC WATER SUPPLY <\/td>\n<\/tr>\n
278<\/td>\nFIGURE 608.16.6 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (Photo courtesy of Watts Regulator Company) <\/td>\n<\/tr>\n
279<\/td>\nTABLE 608.17.1 DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES <\/td>\n<\/tr>\n
280<\/td>\nFIGURE 608.17.3 DEPTH OF WELL
FIGURE 608.17.4 WELL CASING <\/td>\n<\/tr>\n
281<\/td>\nFIGURE 608.17.5 CASING FOR DRILLED OR DRIVEN WELL
FIGURE 608.17.7 DUG WELL COVER
SECTION 609 – HEALTH CARE PLUMBING <\/td>\n<\/tr>\n
282<\/td>\nFIGURE 609.2 DUAL WATER SERVICE FOR HOSPITALS <\/td>\n<\/tr>\n
283<\/td>\nSECTION 610 – DISINFECTION OF POTABLE WATER SYSTEM
SECTION 611 – DRINKING WATER TREATMENT UNITS <\/td>\n<\/tr>\n
284<\/td>\nSECTION 612 – SOLAR SYSTEMS
SECTION 613 – TEMPERATURE CONTROL DEVICES AND VALVES <\/td>\n<\/tr>\n
285<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
289<\/td>\nCHAPTER 7: SANITARY DRAINAGE
GENERAL COMMENTS
PURPOSE
SECTION 701 – GENERAL <\/td>\n<\/tr>\n
290<\/td>\nFIGURE 701.3(1) COMMON BUILDING SEWER LOCATED WITHIN AN APPROVED PUBLIC SEWER EASEMENT <\/td>\n<\/tr>\n
291<\/td>\nFIGURE 701.3(2) BUILDING ON SAME LOT
SECTION 702 – MATERIALS <\/td>\n<\/tr>\n
292<\/td>\nTABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n
294<\/td>\nTABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE 702.3 BUILDING SEWER PIPE <\/td>\n<\/tr>\n
295<\/td>\nTABLE 702.4 PIPE FITTINGS <\/td>\n<\/tr>\n
296<\/td>\nSECTION 703 – BUILDING SEWER <\/td>\n<\/tr>\n
297<\/td>\nSECTION 704 – DRAINAGE PIPING INSTALLATION
TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE <\/td>\n<\/tr>\n
298<\/td>\nFIGURE 704.3 HYDRAULIC JUMP
SECTION 705 – JOINTS <\/td>\n<\/tr>\n
299<\/td>\nFIGURE 705.3 ASBESTOS-CEMENT PIPE JOINT <\/td>\n<\/tr>\n
300<\/td>\nFIGURE 705.4.1 HEAT APPLICATION OF BRAZED JOINT <\/td>\n<\/tr>\n
301<\/td>\nFIGURE 705.5.1 CAULKED JOINT FOR HUB AND SPIGOT (CAST-IRON) <\/td>\n<\/tr>\n
302<\/td>\nFIGURE 705.5.2 CAST-IRON COMPRESSION GASKET
FIGURE 705.5.3 HUBLESS CAST-IRON DRAINAGE PIPE JOINT <\/td>\n<\/tr>\n
303<\/td>\nFIGURE 705.6 CONCRETE MECHANICAL JOINT <\/td>\n<\/tr>\n
304<\/td>\nFIGURE 705.9.3 PREPARATION OF PIPE END <\/td>\n<\/tr>\n
306<\/td>\nFIGURE 705.13.2 LEAD-WIPED JOINT <\/td>\n<\/tr>\n
308<\/td>\nFIGURE 705.18.3 CAST-IRON ADAPTER FITTING <\/td>\n<\/tr>\n
309<\/td>\nFIGURE 705.20(1) SLIP JOINT
FIGURE 705.20(2) SLIP JOINTS <\/td>\n<\/tr>\n
310<\/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
311<\/td>\nTABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION
FIGURE 706.3(1) COMPARISON OF DIFFERENT 11\/2-INCH LONG SWEEPS FOR VARIOUS PIPING MATERIA
FIGURE 706.3(2) COMPARISON OF 3-INCH COMBINATION WYE AND EIGHTH BEND FOR VARIOUS PIPING MATERIALS <\/td>\n<\/tr>\n
312<\/td>\nFIGURE 706.3(3) DRAINAGE PATTERN FITTINGS <\/td>\n<\/tr>\n
313<\/td>\nFIGURE 706.3(3)\u2014continued DRAINAGE PATTERN FITTINGS <\/td>\n<\/tr>\n
314<\/td>\nFIGURE 706.3(4) DIFFERENCE BETWEEN PVC PLASTIC 1\/4-BEND SHORT SWEEP AND 1\/4-BEND VENT
FIGURE 706.3(5) BACK-TO-BACK FIXTURES
FIGURE 706.3(6) HEEL INLET FITTINGS <\/td>\n<\/tr>\n
315<\/td>\nFIGURE 706.3(7) COMBINATION TEES
FIGURE 706.3(8) FITTING USES <\/td>\n<\/tr>\n
316<\/td>\nFIGURE 706.3(9) IMPROPER USE OF DWV-PVC\/ABS 90 DEGREE FITTINGS
FIGURE 706.3(10) PROPER USE OF DWV-PVC\/ABS 90 DEGREE FITTINGS
SECTION 707 PROHIBITED JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
317<\/td>\nFIGURE 706.4(1) HEEL- AND SIDE-INLET QUARTER BEND APPLICATION RESTRICTIONS
FIGURE 706.4(2) SIDE-INLET QUARTER BEND FOR WATER CLOSET <\/td>\n<\/tr>\n
318<\/td>\nSECTION 708 – CLEANOUTS
FIGURE 708.1 ACCEPTABLE CLEANOUTS <\/td>\n<\/tr>\n
319<\/td>\nFIGURE 708.2 CLEANOUT INSTALLATIONS
FIGURE 708.3.1 CLEANOUT LOCATIONS <\/td>\n<\/tr>\n
320<\/td>\nFIGURE 708.3.2(1) CLEANOUTS IN BUILDING SEWER\u2014LIMITATIONS
FIGURE 708.3.2(2) MANHOLE LOCATIONS <\/td>\n<\/tr>\n
321<\/td>\nFIGURE 708.3.3 CLEANOUTS <\/td>\n<\/tr>\n
322<\/td>\nFIGURE 708.3.4 CLEANOUTS BASE OF STACK
FIGURE 708.3.6 MANHOLES INSIDE THE BUILDING <\/td>\n<\/tr>\n
323<\/td>\nFIGURE 708.3.5(1) CLEANOUTS AT SEWER JUNCTION
FIGURE 708.3.5(2) TWO-WAY CLEANOUT FITTING <\/td>\n<\/tr>\n
324<\/td>\nFIGURE 708.4 CLEANOUTS ON CONCEALED PIPING <\/td>\n<\/tr>\n
325<\/td>\nTABLE 708.7 CLEANOUT SIZES
FIGURE 708.8 CLEARANCE FOR CLEANOUTS <\/td>\n<\/tr>\n
326<\/td>\nSECTION 709 – FIXTURE UNITS <\/td>\n<\/tr>\n
327<\/td>\nTABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS <\/td>\n<\/tr>\n
328<\/td>\nTABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS
SECTION 710 – DRAINAGE SYSTEM SIZING <\/td>\n<\/tr>\n
329<\/td>\nTABLE 710.1(1) BUILDING DRAINS AND SEWERS <\/td>\n<\/tr>\n
330<\/td>\nFIGURE 710.1(1) BUILDING DRAIN SIZING
TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa <\/td>\n<\/tr>\n
331<\/td>\nTABLE 710.1(1) HORIZONTAL BRANCH CAPACITY
TABLE 710.1(2) STACK CAPACITIE
FIGURE 710.1(2) HORIZONTAL BRANCH (Complete venting not shown) <\/td>\n<\/tr>\n
332<\/td>\nTABLE 710.1(3) ALLOWABLE STACK DRAINAGE FIXTURE UNITS
FIGURE 710.1(3) STACK SIZING <\/td>\n<\/tr>\n
333<\/td>\nFIGURE 710.1(4) EXAMPLE OF SIZING STACK GREATER THAN THREE BRANCH INTERVALS
FIGURE 710.1(5) SIZING OF STACK THREE BRANCH INTERVALS OR L <\/td>\n<\/tr>\n
334<\/td>\nFIGURE 710.1(6) FLOW IN A STACK
FIGURE 710.1(7) REDUCING SIZE OF DRAINAGE STACK
SECTION 711 – OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE <\/td>\n<\/tr>\n
335<\/td>\nFIGURE 711.1 VERTICAL STACK OFFSET
FIGURE 711.2 HORIZONTAL STACK OFFSET <\/td>\n<\/tr>\n
336<\/td>\nFIGURE 711.3 OFFSET SIZING
FIGURE 711.4(1) OFFSET SIZING
FIGURE 711.4(2) OFFSET SIZING <\/td>\n<\/tr>\n
337<\/td>\nSECTION 712 – SUMPS AND EJECTORS
FIGURE 712.1(1) PNEUMATIC SEWAGE EJECTOR <\/td>\n<\/tr>\n
338<\/td>\nFIGURE 712.1(2) VERTICAL SUSPENDED WET PIT SEWAGE PUMP
FIGURE 712.2 SEWAGE EJECTOR INSTALLATION <\/td>\n<\/tr>\n
340<\/td>\nFIGURE 712.4.1(1) MACERATING TOILET SYSTEMS (Photo Courtesy of SFA Saniflo) <\/td>\n<\/tr>\n
341<\/td>\nTABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
FIGURE 712.4.1(2) MACERATING TOILET SYSTEMS <\/td>\n<\/tr>\n
342<\/td>\nSECTION 713 – HEALTH CARE PLUMBING <\/td>\n<\/tr>\n
343<\/td>\nFIGURE 713.3 COMMON INDIRECT WASTE PIPE FOR STERILIZERS
FIGURE 713.6 CENTRAL VACUUM SYSTEM (Shown for illustrative purposes only) <\/td>\n<\/tr>\n
344<\/td>\nTABLE 713.9.1 MULTIPLE CONNECTION FOR BEDPAN WASHERS TO LOCAL VENT STACK <\/td>\n<\/tr>\n
345<\/td>\nFIGURE 713.9.1 LOCAL VENT STACK
FIGURE 713.9.2 BOTTOM CONNECTION TO LOCAL VENT STACK
FIGURE 713.10 STERILIZER PIPING <\/td>\n<\/tr>\n
346<\/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)
TABLE 713.11.3 STACK SIZES FOR PRESSURE STERILIZERS (Number of Connections of Various Sizes Permitted To Various-sized Vent Stacks) <\/td>\n<\/tr>\n
347<\/td>\nTABLE 713.11.4 PRESSURE INSTRUMENT WASHER STERILIZER SIZES
SECTION 714 – COMPUTERIZED DRAINAGE DESIGN
SECTION 715 – BACKWATER VALVES <\/td>\n<\/tr>\n
348<\/td>\nFIGURE 715.1(1) BACKWATER VALVE
FIGURE 715.1(2) BACKWATER VALVES <\/td>\n<\/tr>\n
349<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
351<\/td>\nCHAPTER 8: INDIRECT\/SPECIAL WASTE
GENERAL COMMENTS
PURPOSE
SECTION 801 – GENERAL <\/td>\n<\/tr>\n
352<\/td>\nSECTION 802 – INDIRECT WASTES
FIGURE 802.1.1(1) INDIRECTLY CONNECTED THREE-COMPARTMENT FOOD PREPARATION SINK <\/td>\n<\/tr>\n
353<\/td>\nFIGURE 802.1.1(2) REFRIGERATED FOOD CASE DISCHARGING TO HUB DRAIN
FIGURE 802.1.1(3) RESTAURANT KITCHEN INDIRECT WASTE <\/td>\n<\/tr>\n
354<\/td>\nFIGURE 802.1.2 FLOOR DRAIN IN FOOD STORAGE FREEZER
FIGURE 802.1.3 INDIRECT WASTE <\/td>\n<\/tr>\n
355<\/td>\nFIGURE 802.1.5 INDIRECT WASTE\u2014CLEAR-WATER WASTE <\/td>\n<\/tr>\n
356<\/td>\nFIGURE 802.1.6 RESIDENTIAL DISHWASHER WASTE CONNECTIONS
FIGURE 802.1.7 COMMERCIAL DISHWASHER WASTE CONNECTION <\/td>\n<\/tr>\n
357<\/td>\nFIGURE 802.2.1 AIR GAP
FIGURE 802.2 TRAPS FOR INDIRECT WASTE PIPES <\/td>\n<\/tr>\n
358<\/td>\nFIGURE 802.2.2(1) AIR BREAK
FIGURE 802.2.2(2) AIR BREAK <\/td>\n<\/tr>\n
359<\/td>\nFIGURE 802.3(1) WASTE RECEPTORS
FIGURE 802.3(2) WASTE RECEPTORS <\/td>\n<\/tr>\n
360<\/td>\nFIGURE 802.3.1(1) SHALLOW, FLAT BOTTOM WASTE RECEPTOR
FIGURE 802.3.1(2) SIZE AND SHAPE OF WASTE RECEPTOR
FIGURE 802.3.2 CLEAR-WATER WASTE RECEPTOR
SECTION 803 – SPECIAL WASTES <\/td>\n<\/tr>\n
361<\/td>\nFIGURE 802.4 STANDPIPES
SECTION 804 – MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
362<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
363<\/td>\nCHAPTER 9: VENTS
GENERAL COMMENTS
PURPOSE
SECTION 901 – GENERAL <\/td>\n<\/tr>\n
364<\/td>\nFIGURE 901.2(1) LOSS OF TRAP SEAL
FIGURE 901.2(2) MAXIMUM TRAP SEAL RESISTANCE <\/td>\n<\/tr>\n
365<\/td>\nSECTION 902 – MATERIALS <\/td>\n<\/tr>\n
366<\/td>\nSECTION 903 – OUTDOOR VENT EXTENSION
FIGURE 903.1(1) REDUCTION OF STACK VENT CONNECTION
FIGURE 903.1(2) STACK VENT <\/td>\n<\/tr>\n
367<\/td>\nFIGURE 903.1(3) REQUIRED VENT TO OUTDOORS <\/td>\n<\/tr>\n
369<\/td>\nFIGURE 903.4 VENT CONNECTION AT BASE
FIGURE 903.5 VENT HEADERS <\/td>\n<\/tr>\n
370<\/td>\nSECTION 904 – VENT TERMINALS
FIGURE 904.1 VENT TERMINAL <\/td>\n<\/tr>\n
371<\/td>\nFIGURE 904.5 SEPARATION OF VENT TERMINAL <\/td>\n<\/tr>\n
372<\/td>\nFIGURE 904.6 SIDEWALL VENT
SECTION 905 – VENT CONNECTIONS AND GRADES <\/td>\n<\/tr>\n
373<\/td>\nFIGURE 905.2 GRADE OF VENTS
FIGURE 905.3 VENT CONNECTIONS <\/td>\n<\/tr>\n
374<\/td>\nFIGURE 905.4 VERTICAL RISE OF VENT <\/td>\n<\/tr>\n
375<\/td>\nFIGURE 905.5(1) IMPROPERLY CONNECTED VENT SERVING A DRAIN
FIGURE 905.5(2) PROPERLY CONNECTED VENT SERVING A DRAIN
FIGURE 905.5(3) HORIZONTAL BRANCH VENT ELEVATION <\/td>\n<\/tr>\n
376<\/td>\nSECTION 906 – FIXTURE VENTS
TABLE 906.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT <\/td>\n<\/tr>\n
377<\/td>\nFIGURE 906.1(1) DISTANCE FROM TRAP TO VENT <\/td>\n<\/tr>\n
378<\/td>\nFIGURE 906.1(2) MAXIMUM FALL OF FIXTURE DRAIN BETWEEN TRAP AND VENT
FIGURE 906.1(3) TRAP TO VENT DISTANCE FOR WATER CLOSETS <\/td>\n<\/tr>\n
379<\/td>\nFIGURE 906.2(1) VENT CONNECTION
FIGURE 906.2(2) SELF-SIPHONING PHENOMENON <\/td>\n<\/tr>\n
380<\/td>\nFIGURE 906.3(1) CROWN VENTING
FIGURE 906.3(2) CROWN VENTING
SECTION 907 – INDIVIDUAL VENT <\/td>\n<\/tr>\n
381<\/td>\nFIGURE 907.1(1) INDIVIDUAL VENTS
FIGURE 907.1(2) IMPROPERLY INSTALLED INDIVIDUAL VENTS
SECTION 908 – COMMON VENT <\/td>\n<\/tr>\n
382<\/td>\nTABLE 908.3 COMMON VENT SIZES
FIGURE 908.1 COMMON VENTS
FIGURE 908.2 COMMON VENTS WITH FIXTURE DRAINS CONNECTING AT SAME LEVEL <\/td>\n<\/tr>\n
383<\/td>\nFIGURE 908.3 COMMON VENTS WITH FIXTURE DRAINS CONNECTING AT DIFFERENT LEVELS <\/td>\n<\/tr>\n
384<\/td>\nSECTION 909 – WET VENTING
FIGURE 909.1(1) HORIZONTAL WET VENTING OF BATHROOM FIXTURES <\/td>\n<\/tr>\n
385<\/td>\nFIGURE 909.1(2) HORIZONTAL WET VENT WITH INDIVIDUAL VENT
FIGURE 909.1(3) HORIZONTAL WET VENT WITH COMMON VENTED FIXTURES UPSTREAM
FIGURE 909.1(4) PROHIBITED CONNECTION OF TWO FIXTURES UPSTREAM OF DRY VENTED FIXTURE CONNECTION
FIGURE 909.1(5) PROHIBITED CONNECTION OF TWO FIXTURES UPSTREAM OF DRY VENTED FIXTURE CONNECTION <\/td>\n<\/tr>\n
386<\/td>\nFIGURE 909.1(6) HORIZONTAL WET VENT WITH COMMON VENT WITH AN ADDITIONAL INDIVIDUALLY DRY VENTED FIXTURE
FIGURE 909.1(7) HORIZONTAL WET VENT WITH THREE ADDITIONAL INDEPENDENTLY VENTED FIXTURES <\/td>\n<\/tr>\n
387<\/td>\nFIGURE 909.1(8) HORIZONTAL WET VENT SIZING (PRIVATE BATH GROUP)
FIGURE 909.1(9) HORIZONTAL WET VENT (PUBLIC BATH GROUP)
FIGURE 909.1(10) HORIZONTAL WET VENT <\/td>\n<\/tr>\n
388<\/td>\nFIGURE 909.1(11) HORIZONTAL WET VENT
FIGURE 909.1(12) HORIZONTAL WET VENT
FIGURE 909.1(13) NONCOMPLIANT HORIZONTAL WET VENT <\/td>\n<\/tr>\n
389<\/td>\nFIGURE 909.1(14) NONCOMPLIANT HORIZONTAL WET
FIGURE 909.1(15) NONCOMPLIANT HORIZONTAL WET VENT <\/td>\n<\/tr>\n
390<\/td>\nFIGURE 909.1(16) NONCOMPLIANT HORIZONTAL WET VENT
FIGURE 909.1(17) NONCOMPLIANT HORIZONTAL WET VENT
FIGURE 909.1(18) NONCOMPLIANT HORIZONTAL WET VENT <\/td>\n<\/tr>\n
391<\/td>\nFIGURE 909.1(19) MULTIFLOOR WET VENTING
FIGURE 909.1(20) SINGLE BATHROOM GROUP (PRIVATE) WET VENT
FIGURE 909.1(21) DOUBLE BATHROOM GROUP (PRIVATE) WET VENT
FIGURE 909.1(22) WET VENT VARIATIONS FOR A SINGLE BATHROOM GROUP <\/td>\n<\/tr>\n
392<\/td>\nFIGURE 909.1(23) HORIZONTAL WET VENTING
FIGURE 909.1(24) MULTIPLE INDIVIDUAL VENTS <\/td>\n<\/tr>\n
393<\/td>\nFIGURE 909.1.1(1) VERTICAL WET VENT OF SINGLE BATHROOM GROUP
FIGURE 909.1.1(2) VERTICAL WET VENT OF TWO BATHROOM GROUPS
FIGURE 909.1.1(3) VERTICAL WET VENT OF TWO BATHROOM GROUPS <\/td>\n<\/tr>\n
394<\/td>\nFIGURE 909.1.1(4) VERTICAL WET VENTING <\/td>\n<\/tr>\n
395<\/td>\nTABLE 909.3 WET VENT SIZE
SECTION 910 – WASTE STACK VENT <\/td>\n<\/tr>\n
396<\/td>\nFIGURE 910.2(1) WASTE STACK VENT
FIGURE 910.2(2) WASTE STACK VENT
TABLE 910.4 WASTE STACK VENT SIZE <\/td>\n<\/tr>\n
397<\/td>\nFIGURE 910.3 WASTE STACK VENT OFFSETS AND STACK VENT CONNECTIONS
SECTION 911 – CIRCUIT VENTING <\/td>\n<\/tr>\n
398<\/td>\nFIGURE 911.1(1) CIRCUIT VENTING <\/td>\n<\/tr>\n
399<\/td>\nFIGURE 911.1(2) ROUGH-IN FOR EIGHT CIRCUIT VENTED FIXTURES (Photo courtesy of B&I Contractors) <\/td>\n<\/tr>\n
400<\/td>\nFIGURE 911.1.1 MULTIPLE CIRCUIT-VENTED BRANCHES
FIGURE 911.2 BACK-TO-BACK WATER CLOSETS CIRCUIT VENTED <\/td>\n<\/tr>\n
401<\/td>\nFIGURE 911.3 SIZING A CIRCUIT VENT SYSTEM
FIGURE 911.3.1 SIZING MULTIPLE CIRCUIT-VENTED BRANCHES <\/td>\n<\/tr>\n
402<\/td>\nFIGURE 911.4.1 CIRCUIT VENT WITH RELIEF VENT CONNECTION
SECTION 912 – COMBINATION DRAIN AND VENT SYSTEM <\/td>\n<\/tr>\n
403<\/td>\nFIGURE 911.5(1) CIRCUIT-VENTED BRANCH WITH ADDITIONAL FIXTURE CONNECTIONS
FIGURE 911.5(2) CIRCUIT-VENTED BRANCH WITH ADDITIONAL FIXTURE CONNECTIONS <\/td>\n<\/tr>\n
404<\/td>\nFIGURE 912.2(1) COMBINATION DRAIN AND VENT <\/td>\n<\/tr>\n
405<\/td>\nFIGURE 912.2(2) COMBINATION DRAIN AND VENT
FIGURE 912.2(3) COMBINATION DRAIN AND VENT <\/td>\n<\/tr>\n
406<\/td>\nFIGURE 912.2(4) COMBINATION DRAIN AND VENT <\/td>\n<\/tr>\n
407<\/td>\nFIGURE 912.2(5) VERTICAL FIXTURE DRAIN COMPONENT IN COMBINATION DRAIN AND VENT SYSTEM
FIGURE 912.2.2(1) COMBINATION DRAIN AND VENT <\/td>\n<\/tr>\n
408<\/td>\nFIGURE 912.2.2(2) COMBINATION DRAIN AND VENT
FIGURE 912.2.2(3) COMBINATION DRAIN AND VENT <\/td>\n<\/tr>\n
409<\/td>\nFIGURE 912.2.2(4) COMBINATION DRAIN AND VENT
FIGURE 912.2.2(5) COMBINATION DRAIN AND VENT <\/td>\n<\/tr>\n
410<\/td>\nTABLE 912.3 SIZE OF COMBINATION DRAIN AND VENT PIPE
SECTION 913 ISLAND FIXTURE VENTING <\/td>\n<\/tr>\n
411<\/td>\nFIGURE 913.2 ISLAND FIXTURE VENT
SECTION 914 RELIEF VENTS\u2014STACKS OF MORE THAN 10 BRANCH INTERVALS
FIGURE 914.1RELIEF VENT CONNECTION <\/td>\n<\/tr>\n
412<\/td>\nSECTION 915 – VENTS FOR STACK OFFSETS
FIGURE 915.2 VENT CONNECTIONS FOR HORIZONTAL OFFSET <\/td>\n<\/tr>\n
413<\/td>\nSECTION 916 – VENT PIPE SIZING
FIGURE 916.1(1) VENT STACK SIZING <\/td>\n<\/tr>\n
414<\/td>\nTABLE 916.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS <\/td>\n<\/tr>\n
415<\/td>\nFIGURE 916.1(2) VENT STACK SIZING
FIGURE 916.1(3) STACK VENT SIZIN <\/td>\n<\/tr>\n
416<\/td>\nFIGURE 916.2(1) VENT SIZING
FIGURE 916.2(2) VENT SIZING <\/td>\n<\/tr>\n
417<\/td>\nFIGURE 916.2(3) VENT SIZING
FIGURE 916.2(4) VENT SIZING <\/td>\n<\/tr>\n
418<\/td>\nFIGURE 916.3(1) DEVELOPED LENGTH OF VENTS <\/td>\n<\/tr>\n
419<\/td>\nFIGURE 916.3(2) DEVELOPED LENGTH OF VENTS
FIGURE 916.4 COMMON BRANCH VENT <\/td>\n<\/tr>\n
420<\/td>\nFIGURE 916.5.1 SUMP VENT
SECTION 917 – AIR ADMITTANCE VALVE <\/td>\n<\/tr>\n
421<\/td>\nTABLE 916.5.1 SIZE AND LENGTH OF SUMP VENTS <\/td>\n<\/tr>\n
422<\/td>\nFIGURE 917.3(1) AIR ADMITTANCE\u2014INDIVIDUAL VENT
FIGURE 917.3(2) COMMON VENT
FIGURE 917.3(3) WET VENT
FIGURE 917.3(4) CIRCUIT VENT <\/td>\n<\/tr>\n
423<\/td>\nFIGURE 917.3(5) BRANCH VENT
FIGURE 917.3(6) VENT CONNECTION NOT PERMITTED <\/td>\n<\/tr>\n
424<\/td>\nFIGURE 917.3.1(1) PRESSURE IN DRAINAGE STACK
FIGURE 917.3.1(2) LOCATION OF HORIZONTAL BRANCH DRAIN
FIGURE 917.4 DISTANCE ABOVE DRAIN <\/td>\n<\/tr>\n
425<\/td>\nFIGURE 917.7 VENT TO THE OPEN AIR REQUIRED
SECTION 918 – ENGINEERED VENT SYSTEMS <\/td>\n<\/tr>\n
426<\/td>\nFIGURE 917.8(1) PROHIBITED USE OF AIR ADMITTANCE VALVE
FIGURE 917.8(2) ONE MANUFACTURER’S ENGINEERED DESIGN FOR USE OF AN AIR ADMITTANCE VALVE ON A SUMP <\/td>\n<\/tr>\n
427<\/td>\nEQUATION 9-1
FIGURE 918.2(1) INDIVIDUAL VENT DEVELOPED LENGTH
TABLE 918.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUAL BRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES <\/td>\n<\/tr>\n
428<\/td>\nFIGURE 918.2(1) EXAMPLE OF ENGINEERED REDUCED-SIZE VENT
TABLE 918.2(2) MAXIMUM LOADS ON MULTIPLE-STORY DRAINAGE STACKS <\/td>\n<\/tr>\n
429<\/td>\nSECTION 919 – COMPUTERIZED VENT DESIGN
BIBLIOGRAPHY <\/td>\n<\/tr>\n
431<\/td>\nCHAPTER 10: TRAPS, INTERCEPTORS AND SEPARATORS
GENERAL COMMENTS
PURPOSE
SECTION 1001 – GENERAL
SECTION 1002 – TRAP REQUIREMENTS <\/td>\n<\/tr>\n
432<\/td>\nFIGURE 1002.1(1) TRAP REQUIREMENTS
FIGURE 1002.1(2) TRAP REQUIREMENTS <\/td>\n<\/tr>\n
433<\/td>\nFIGURE 1002.2 SLIP JOINTS IN TRAPS <\/td>\n<\/tr>\n
434<\/td>\nFIGURE 1002.3 PROHIBITED TRAPS <\/td>\n<\/tr>\n
435<\/td>\nFIGURE 1002.4(1) TRAP PRIMER FOR TWO FLOOR DRAINS
FIGURE 1002.4(2) TRAP SEAL PROTECTION METHODS FOR TRAPS SUBJECT TO EVAPORATION <\/td>\n<\/tr>\n
436<\/td>\nFIGURE 1002.6 BUILDING TRAP
FIGURE 1002.7 INSTALLATION OF TRAP <\/td>\n<\/tr>\n
437<\/td>\nSECTION 1003 – INTERCEPTORS AND SEPARATORS <\/td>\n<\/tr>\n
438<\/td>\nFIGURE 1003.2 INTERCEPTORS AND SEPARATORS <\/td>\n<\/tr>\n
440<\/td>\nFIGURE 1003.3(1) TYPICAL GRAVITY-TYPE GREASE INTERCEPTOR
FIGURE 1003.3(2) TYPICAL HYDROMECHANICAL GREASE INTERCEPTOR <\/td>\n<\/tr>\n
441<\/td>\nFIGURE 1003.3.2 FOOD WASTE GRINDER CONNECTING TO GREASE INTERCEPTOR <\/td>\n<\/tr>\n
445<\/td>\nTABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORSa <\/td>\n<\/tr>\n
446<\/td>\nFIGURE 1003.3.4.2 FLOW CONTROL DEVICE <\/td>\n<\/tr>\n
449<\/td>\nFIGURE 1003.9(1) TYPICAL SINGLE-FIXTURE INSTALLATIONS
FIGURE 1003.9(2) VENTING OF GREASE INTERCEPTOR <\/td>\n<\/tr>\n
450<\/td>\nFIGURE 1003.9(3) VENTING OF INTERCEPTORS AND SEPARATORS
SECTION 1004 – MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
451<\/td>\nFIGURE 1003.10(1) AUTOMATIC GREASE INTERCEPTOR
FIGURE 1003.10(2) SENSOR-CONTROLLED GREASE RECOVERY DEVICE
BIBLIOGRAPHY <\/td>\n<\/tr>\n
453<\/td>\nCHAPTER 11: STORM DRAINAGE
GENERAL COMMENTS
PURPOSE
SECTION 1101 – GENERAL <\/td>\n<\/tr>\n
455<\/td>\nTABLE 1101.7 FLOW RATE, IN GALLONS PER MINUTE, OF VARIOUS ROOF DRAINS AT VARIOUS WATER DEPTHS AT DRAIN INLETS (INCHES
FIGURE 1101.7 ROOF DRAIN WITH OVERFLOW <\/td>\n<\/tr>\n
456<\/td>\nSECTION 1102 – MATERIALS
TABLE 1102.4 BUILDING STORM SEWER PIPE <\/td>\n<\/tr>\n
458<\/td>\nTABLE 1102.5 SUBSOIL DRAIN PIPE
TABLE 1102.7 PIPE FITTINGS <\/td>\n<\/tr>\n
459<\/td>\nSECTION 1103 – TRAPS
FIGURE 1103 TRAPS ON STORM DRAINS THAT CONNECT TO COMBINATION SANITARY AND STORM SEWER SYSTEMS
SECTION 1104 – CONDUCTORS AND CONNECTIONS <\/td>\n<\/tr>\n
460<\/td>\nSECTION 1105 – ROOF DRAINS
SECTION 1106 – SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS <\/td>\n<\/tr>\n
461<\/td>\nFIGURE 1106.1100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
462<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
463<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
464<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
465<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
466<\/td>\nTABLE 1106.2(1) SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS <\/td>\n<\/tr>\n
467<\/td>\nTABLE 1106.2(2) SIZE OF RECTANGULAR VERTICAL CONDUCTORS AND LEADERS <\/td>\n<\/tr>\n
468<\/td>\nTABLE 1106.3 SIZE OF HORIZONTAL STORM DRAINGE PIPING <\/td>\n<\/tr>\n
469<\/td>\nFIGURE 1106.3 HORIZONTAL DRAIN AND SEWERS
FIGURE 1106.4 VERTICAL WALLS <\/td>\n<\/tr>\n
470<\/td>\nTABLE 1106.6 SIZE OF SEMICIRCULAR ROOF GUTTERS
SECTION 1107 – SECONDARY (EMERGENCY) ROOF DRAINS <\/td>\n<\/tr>\n
471<\/td>\nFIGURE 1107.1 SECONDARY ROOF DRAINAGE NOT REQUIRED <\/td>\n<\/tr>\n
472<\/td>\nFIGURE 1107.2(1) SEPARATE PRIMARY AND SECONDARY ROOF DRAINS
FIGURE 1107.2(2) PROHIBITED SECONDARY ROOF DRAIN CONNECTION <\/td>\n<\/tr>\n
473<\/td>\nFIGURE 1107.3 SIZE OF SCUPPERS
SECTION 1108 – COMBINED SANITARY AND STORM SYSTEM <\/td>\n<\/tr>\n
474<\/td>\nFIGURE 1108.1 COMBINED SANITARY AND STORM SEWER
TABLE 1108.1 EQUIVALENT ROOF AREA CONVERSIONS
SECTION 1109 – VALUES FOR CONTINUOUS FLOW
SECTION 1110 – CONTROLLED FLOW ROOF DRAIN SYSTEMS <\/td>\n<\/tr>\n
475<\/td>\nSECTION 1111 – SUBSOIL DRAINS <\/td>\n<\/tr>\n
476<\/td>\nFIGURE 1110.4 MINIMUM NUMBER OF ROOF DRAINS FOR CONTROLLED FLOW
SECTION 1112 – BUILDING SUBDRAINS <\/td>\n<\/tr>\n
477<\/td>\nFIGURE 1111.1(1) SUBSOIL DRAIN SUBJECT TO BACKFLOW
FIGURE 1111.1(2) SUBSOIL DRAINAGE <\/td>\n<\/tr>\n
478<\/td>\nSECTION 1113 – SUMPS AND PUMPING SYSTEMS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
481<\/td>\nCHAPTER 12: SPECIAL PIPING AND STORAGE SYSTEMS
GENERAL COMMENTS
PURPOSE
SECTION 1201 – GENERAL
SECTION 1202 – MEDICAL GASES <\/td>\n<\/tr>\n
482<\/td>\nSECTION 1203 – OXYGEN SYSTEMS <\/td>\n<\/tr>\n
483<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
485<\/td>\nCHAPTER 13: REFERENCED STANDARDS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
486<\/td>\nASME REFERENCE DOCUMENT <\/td>\n<\/tr>\n
487<\/td>\nANSI
AHRI
ASME <\/td>\n<\/tr>\n
488<\/td>\nASSE <\/td>\n<\/tr>\n
489<\/td>\nASTM <\/td>\n<\/tr>\n
492<\/td>\nAWS
AWWA <\/td>\n<\/tr>\n
493<\/td>\nCISPI
CSA <\/td>\n<\/tr>\n
494<\/td>\nICC
ISEA
NFPA
NSF <\/td>\n<\/tr>\n
495<\/td>\nPDI
UL <\/td>\n<\/tr>\n
497<\/td>\nAPPENDIX A: PLUMBING PERMIT FEE SCHEDULE
GENERAL COMMENTS
PURPOSE
PERMIT ISSUANCE
UNIT FEE SCHEDULE <\/td>\n<\/tr>\n
498<\/td>\nOTHER INSPECTIONS AND FEES <\/td>\n<\/tr>\n
499<\/td>\nAPPENDIX B: RATES OF RAINFALL FOR VARIOUS CITIES
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
501<\/td>\nAPPENDIX C: GRAY WATER RECYCLING SYSTEMS
GENERAL COMMENTS
PURPOSE
SECTION C101 – GENERAL <\/td>\n<\/tr>\n
502<\/td>\nFIGURE 1 GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION <\/td>\n<\/tr>\n
503<\/td>\nFIGURE 2 GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
505<\/td>\nSECTION C102 – SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
506<\/td>\nSECTION C103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS <\/td>\n<\/tr>\n
507<\/td>\nTABLE C103.6 GRAY WATER DISCHARGE VOLUMES <\/td>\n<\/tr>\n
509<\/td>\nTABLE C103.8 LOCATION OF GRAY WATER SYSTEM
TABLE C 103.9.1 DESIGN LOADING RATE <\/td>\n<\/tr>\n
510<\/td>\nTABLE C103.10 DISTRIBUTION PIPE <\/td>\n<\/tr>\n
511<\/td>\nAPPENDIX D: DEGREE DAY AND DESIGN TEMPERATURES
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
512<\/td>\nTABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
513<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
514<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
515<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
516<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
517<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
519<\/td>\nAPPENDIX E: SIZING OF WATER PIPING SYSTEM
GENERAL COMMENTS
PURPOSE
SECTION E101 – GENERAL
SECTION E102 – INFORMATION REQUIRED <\/td>\n<\/tr>\n
520<\/td>\nSECTION E103 – SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
525<\/td>\nTABLE E.1
TABLE E.2 <\/td>\n<\/tr>\n
526<\/td>\nFIGURE E103.3(1) EXAMPLE-SIZING <\/td>\n<\/tr>\n
527<\/td>\nTABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
528<\/td>\nTABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTU <\/td>\n<\/tr>\n
529<\/td>\nTABLE E103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
530<\/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
531<\/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
532<\/td>\nFIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
533<\/td>\nFIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
534<\/td>\nFIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
535<\/td>\nFIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n
536<\/td>\nFIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
537<\/td>\nFIGURE E103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
538<\/td>\nSECTION E201 – SELECTION OF PIPE SIZE
SECTION E202 – DETERMINATION OF PIPE VOLUMES <\/td>\n<\/tr>\n
539<\/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
540<\/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
541<\/td>\nTABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING <\/td>\n<\/tr>\n
543<\/td>\nAPPENDIX F: STRUCTURAL SAFETY
GENERAL COMMENTS
PURPOSE
SECTION F101 – CUTTING, NOTCHING AND BORING IN WOOD MEMBERS <\/td>\n<\/tr>\n
544<\/td>\nFIGURE 101.1 CUTTING, NOTCHING AND BORING JOISTS
FIGURE 101.2 CUTTING, NOTCHING AND BORED HOLES <\/td>\n<\/tr>\n
545<\/td>\nAPPENDIX G: VACUUM DRAINAGE SYSTEM
GENERAL COMMENTS
PURPOSE
SECTION G101 – VACUUM DRAINAGE SYSTEM <\/td>\n<\/tr>\n
546<\/td>\nFIGURE G101.2.1(1) VACUUM SYSTEMS
FIGURE G101.2.1(2) VACUUM SYSTEMS
FIGURE G101.2.2 TYPICAL WATER CLOS <\/td>\n<\/tr>\n
549<\/td>\nINDEX <\/td>\n<\/tr>\n
557<\/td>\nICC MEMBERSHIP BENEFITS <\/td>\n<\/tr>\n
558<\/td>\nICC ELECTRONIC CODES <\/td>\n<\/tr>\n
559<\/td>\nBUILDING SAFETY <\/td>\n<\/tr>\n
560<\/td>\nHELPFUL LINKS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Plumbing Code and Commentary<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2009<\/td>\n560<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":15625,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-15624","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","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\/15624","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\/15625"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=15624"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=15624"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=15624"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}