IPC Commentary 09 2009
$61.21
International Plumbing Code and Commentary
Published By | Publication Date | Number of Pages |
ICC | 2009 | 560 |
A practical tool that helps you to master the code you deal with every day!
This comprehensive publication provides a convenient reference for regulations in the 2009 International Plumbing Code® (IPC®).
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®.
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®.
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1 | 2009 INTERNATIONAL PLUMBING CODE AND COMMENTARY |
2 | COPYRIGHT |
3 | PREFACE |
5 | TABLE OF CONTENTS |
7 | CHAPTER 1: SCOPE AND ADMINISTRATION GENERAL COMMENTS PURPOSE PART 1 – SCOPE AND APPLICATION SECTION 101 – GENERAL |
8 | SECTION 102 – APPLICABILITY |
11 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 – DEPARTMENT OF PLUMBING INSPECTION SECTION 104 – DUTIES AND POWERS OF THE CODE OFFICIAL |
13 | SECTION 105 – APPROVAL |
15 | SECTION 106 – PERMITS |
19 | SECTION 107 – INSPECTIONS AND TESTING |
22 | SECTION 108 – VIOLATIONS |
24 | SECTION 109 – MEANS OF APPEAL |
26 | SECTION 110 – TEMPORARY EQUIPMENT, SYSTEMS AND USES BIBLIOGRAPHY |
27 | CHAPTER 2: DEFINITIONS GENERAL COMMENTS PURPOSE SECTION 201 – GENERAL SECTION 202 – GENERAL DEFINITIONS |
29 | FIGURE 202(1) AIR ADMITTANCE VALVE OPENS FIGURE 202(2) AIR ADMITTANCE VALVE CLOSES |
30 | FIGURE 202(3) MECHANICAL VENT FIGURE 202(4) AIR GAP, AIR BREAK |
34 | FIGURE 202(5) DEFINITION OF A BRANCH INTERVAL |
35 | FIGURE 202(6) BRANCH INTERVALS |
36 | FIGURE 202(7) BRANCH VENT FIGURE 202(8) DRAINAGE SYSTEM COMPONENTS |
39 | FIGURE 202(9) DEPTH OF TRAP SEAL |
41 | FIGURE 202(10) FIXTURE DRAINS AND FIXTURE BRANCHES FIGURE 202(11) FIXTURE DRAIN |
43 | FIGURE 202(12) SENSOR-CONTROLLED GREASE RECOVERY DEVICE |
44 | FIGURE 202(13) TIMER-CONTROLLED GREASE RECOVERY DEVICE FIGURE 202(14) GREASE REMOVAL DEVICE, AUTOMATIC |
45 | FIGURE 202(15) TYPES OF WATER DISTRIBUTION SYSTEMS |
49 | FIGURE 202(16) PARTS OF A PLUMBING SYSTEM |
55 | BIBLIOGRAPHY |
57 | CHAPTER 3: GENERAL REGULATIONS GENERAL COMMENTS PURPOSE SECTION 301 – GENERAL |
58 | SECTION 302 – EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM SECTION 303 – MATERIALS |
59 | TABLE 303.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION SECTION 304 – RODENTPROOFING |
60 | FIGURE 303.4(1) SAMPLE MARKING OF PVC PRESSURE FIGURE 303.4(2) MARKING OF PVC GRAVITY SEWER PIPE |
61 | SECTION 305 – PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS TABLE 305.3 THERMAL EXPANSION RATES FOR PIPING MATERIALS EQUATION – DETERMINING LENGTH OF L |
62 | FIGURE 305.3(1) “L” BEND FIGURE 305.3(2) “Z” BEND |
63 | FIGURE 305.3(3) “U” BEND |
64 | FIGURE 305.5(1) PIPE PROTECTION FIGURE 305.5(2) BUILDING DRAIN PENETRATION THROUGH FOUNDATION WALL |
65 | FIGURE 305.6(1) PROTECTION AGAINST FREEZING FIGURE 305.6(2) WATER DISTRIBUTION PIPING IN EXTERIOR WALL |
66 | FIGURE 305.6(3) PIPING IN EXTERIOR WALL |
67 | FIGURE 305.6(4) TYPICAL FREEZEPROOF HOSE FAUCET INSTALLATION FIGURE 305.6(5) SEVERE FROST PENETRATION LEVELS |
68 | FIGURE 305.6(6) REQUIRED BURIAL DEPTH FIGURE 305.7 ROOF PENETRATIONS |
69 | FIGURE 305.8(1) REQUIRED SHIELD PLATES |
70 | FIGURE 305.8(2) PIPE PROTECTION VIOLATION FIGURE 305.9 PROTECTION OF PLUMBING SYSTEM COMPONENTS SECTION 306 – TRENCHING, EXCAVATION AND BACKFILL |
71 | FIGURE 306.2 PIPE ON BOTTOM OF TRENCH FIGURE 306.2.1 OVEREXCAVATED TRENCH |
72 | FIGURE 306.3 TAMPING LOOSE FILL IN 6 INCH LAYERS SECTION 307 – STRUCTURAL SAFETY |
74 | FIGURE 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 |
75 | FIGURE 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 |
76 | FIGURE 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 |
77 | FIGURE 307.2(10) REQUIRED TOP PLATES REINFORCEMENT |
78 | FIGURE 307.2(11) VIOLATION: WALL TOP PLATES NOT REINFORCED FIGURE 307.2(12) LAMINATED VENEER LUMBER BEAM |
79 | FIGURE 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 |
80 | FIGURE 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) |
81 | FIGURE 307.2(20) ALLOWABLE WEB HOLES IN MEMBERS OTHER THAN STUDS FIGURE 307.2(21) ALLOWABLE NOTCHING AND BORING OF STRUCTURAL LOG MEMBERS |
82 | FIGURE 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 |
83 | FIGURE 307.4 VIOLATION: TOP CHORD OF FLOOR TRUSS REMOVED FIGURE 307.5 EXCAVATION IN RELATION TO FOOTING |
84 | SECTION 308 – PIPING SUPPORT FIGURE 308.3(1) PLASTIC HANGER STRAP |
85 | FIGURE 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 |
86 | FIGURE 308.5(1) POINT OF SAG BETWEEN HANGERS FIGURE 308.5(2) LOCATION OF HANGERS |
87 | FIGURE 308.6 SWAY BRACING FIGURE 308.7 RESTRAINED COUPLING |
88 | FIGURE 308.7.1 ANCHORAGE LOCATION |
89 | FIGURE 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) |
90 | FIGURE 308.9(4) PIPE BEND SUPPORT MAINTAINING BEND RADIUS (Photo courtesy of Holdrite-Hubbard Enterprises) SECTION 309 – FLOOD HAZARD RESISTANCE |
91 | SECTION 310 – WASHROOM AND TOILET ROOM REQUIREMENTS FIGURE 310.2 FIXTURE AND PIPING OBSTRUCTIONS |
92 | FIGURE 310.5(1) URINAL PARTITIONS (Photo courtesy of Falcon Waterfree Technologies) |
93 | FIGURE 310.5(2) URINAL PARTITIONS SECTION 311 – TOILET FACILITIES FOR WORKERS TABLE 311.1 MINIMUM NUMBER OF TOILET FACILITIES SECTION 312 – TESTS AND INSPECTIONS |
95 | FIGURE 312.4(1) SMOKE GENERATING EQUIPMENT (Photo courtesy of Hurco Technologies, Inc.) |
96 | FIGURE 312.4(2) SMOKE INDICATING PRESENCE OF LEAK (Photo courtesy of Hurco Technologies, Inc.) |
98 | FIGURE 312.9 TESTING OF FIELD FABRICATED SHOWER LINER SECTION 313 – EQUIPMENT EFFICIENCIES SECTION 314 – CONDENSATE DISPOSAL |
99 | TABLE [M] 314.2.2 CONDENSATE DRAIN SIZING |
100 | FIGURE 314.2.3(1) CONDENSATE OVERFLOW SWITCH (Photo courtesy of SMD Research, Inc.) |
101 | FIGURE 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 |
102 | BIBLIOGRAPHY |
103 | CHAPTER 4: FIXTURE, FAUCETS AND FIXTURE FITTINGS GENERAL COMMENTS PURPOSE SECTION 401 – GENERAL |
104 | SECTION 402 – FIXTURE MATERIALS |
105 | SECTION 403 – MINIMUM PLUMBING FACILITIES |
108 | TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3) |
109 | TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3 |
110 | TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3) |
113 | TABLE 403.1(1) SOLUTION SUMMARY FOR SAMPLE PROBLEM 1 |
114 | TABLE 403.1(2) SOLUTION SUMMARY OF SAMPLE PROBLEM 2 |
115 | TABLE 403.1(3) SOLUTION SUMMARY FOR SAMPLE PROBLEM 3 |
116 | TABLE 403.1(4) SOLUTION SUMMARY FOR SAMPLE PROBLEM 4 TABLE 403.1(5) BUILDING PLUMBING FIXTURE TOTALS FOR SAMPLE PROBLEM 4 |
118 | FIGURE 403.3 RESTAURANT ENTRY SIGN FIGURE 403.3.1(1) WALK-UP ICE CREAM SHOP WITH OUTDOOR SEATING |
119 | FIGURE 403.3.1(2) CUSTOMER TOILET ACCESS |
121 | SECTION 404 – ACCESSIBLE PLUMBING FACILITIES |
123 | FIGURE 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 |
124 | FIGURE 404(5) SIDE WALL GRAB BAR FOR WATER CLOSET FIGURE 404(6) INTERNATIONAL SYMBOL FOR ACCESSIBILITY FIGURE 404(7) CHILDREN’S WATER CLOSET LOCATION |
125 | FIGURE 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 |
126 | FIGURE 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 |
127 | FIGURE 404(15) LOCATION OF BATHTUB CONTROLS FIGURE 404(16) TRANSFER TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE |
128 | FIGURE 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 |
129 | FIGURE 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 |
130 | FIGURE 404(23) GRAB BARS IN ALTERNATE ROLL-IN SHOWERS FIGURE 404(24) ALTERNATE ROLL-IN-TYPE SHOWER CONTROL AND HAND SHOWER LOCATION |
131 | FIGURE 404(25) CONTROLS AND HAND SHOWER IN ACCESSIBLE SHOWER (Photo courtesy of B&I Contractors, Inc.) |
133 | FIGURE 404(26) HEIGHT OF LAVATORIES AND SINKS FIGURE 404(27) KNEE CLEARANCE FIGURE 404(28) WALL MOUNTED ACCESSIBLE LAVATORY |
134 | FIGURE 404(29) TOE CLEARANCE FIGURE 404(30) ACCESSIBLE KITCHEN SINK |
135 | FIGURE 404(31) ACCESSIBLE DRINKING FOUNTAIN |
137 | FIGURE 404(32) SWING UP GRAB BAR FOR WATER CLOSET |
138 | FIGURE 404(33) PARALLEL APPROACH BATHTUB IN TYPE B UNITS FIGURE 404(34) FORWARD APPROACH BATHTUB IN TYPE B UNITS |
141 | SECTION 405 – INSTALLATION OF FIXTURES FIGURE 405.3.1 – FIXTURE CLEARANCE |
143 | FIGURE 405.3.1(1) MINIMUM CLEARANCE BETWEEN FIXTURES |
144 | FIGURE 405.3.1(2) CORNER SINK USER CLEARANCE |
145 | FIGURE 405.4 WATER CLOSET FLOOR FLANGE |
146 | FIGURE 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 |
147 | FIGURE 405.7 FIXTURE OVERFLOW SECTION 406 – AUTOMATIC CLOTHES WASHERS |
148 | FIGURE 406.3 CLOTHES WASHER TRENCH DRAIN |
149 | SECTION 407 – BATHTUBS |
150 | SECTION 408 – BIDETS SECTION 409 – DISHWASHING MACHINES |
151 | SECTION 410 – DRINKING FOUNTAINS |
152 | SECTION 411 – EMERGENCY SHOWERS AND EYEWASH STATIONS FIGURE 411.1 EMERGENCY SHOWER AND EYEWASH STATION (Photo Courtesy of B&I Contractors, Inc.) |
153 | SECTION 412 – FLOOR AND TRENCH DRAINS FIGURE 412.1 TRENCH DRAIN (Photo Courtesy of B&I Contractors, Inc.) |
154 | FIGURE 412.2(1) TYPICAL FLOOR DRAIN WITHOUT INTEGRAL TRAP FIGURE 412.2(2) TYPICAL FLOOR DRAIN WITH INTEGRAL TRAP |
155 | SECTION 413 – FOOD WASTE GRINDER UNITS FIGURE 413.3 – COMMERCIAL FOOD WASTE GRINDER |
156 | SECTION 414 – GARBAGE CAN WASHERS FIGURE 414.2 GARBAGE CAN WASHER SECTION 415 – LAUNDRY TRAYS |
157 | SECTION 416 – LAVATORIES FIGURE 416.1 GROUP WASH-UP FIXTURE |
158 | FIGURE 416.4 ADJUSTABLE HEIGHT SHAMPOO BOWL (Photo Courtesy of Accessible Systems LLC) SECTION 417 – SHOWERS |
159 | FIGURE 417.2(1) SECURING SHOWER RISER FIGURE 417.2(2) SPECIAL BRACKET FOR SHOWER RISER (Photo Courtesy of Holdrite-Hubbard Enterprises |
160 | FIGURE 417.3 SHOWER FLOOR DESIGN FIGURE 417.4 SHOWER COMPARTMENT |
161 | FIGURE 417.5.2 SHOWER LINING CONNECTION |
162 | SECTION 418 – SINKS |
163 | SECTION 419 – URINALS FIGURE 419.1(1) WATERLESS URINAL (Photo Courtesy of Falcon Waterfree Technologies |
164 | FIGURE 419.1(2) WATERLESS URINAL CARTRIDGE (Photo Courtesy of Falcon Waterfree Technologies FIGURE 419.3 URINAL SURROUNDING MATERIAL SECTION 420 – WATER CLOSETS |
165 | FIGURE 420.1(1) BOWL DESIGN |
166 | FIGURE 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 |
167 | SECTION 421 – WHIRLPOOL BATHTUBS SECTION 422 – HEALTH CARE FIXTURES AND EQUIPMENT |
168 | FIGURE 421.5(1) NONCOMPLIANT WHIRLPOOL BATHTUB PUMP ACCESS FIGURE 421.5(2) NONCOMPLIANT WHIRLPOOL BATHTUB PUMP ACCESS |
170 | SECTION 423 – SPECIALTY PLUMBING FIXTURES SECTION 424 – FAUCETS AND OTHER FIXTURE FITTINGS |
172 | FIGURE 424.1.1(1) AERATED STREAM AERATOR (Photo courtesy of Neoperl, Inc.) FIGURE 424.1.1(2) SPRAY AERATOR (Photo courtesy of Neoperl, Inc.) |
173 | TABLE 424.3 TEMPERATURE BURN CHART |
175 | TABLE 424.4 MAXIMUM TEMPERATURES ALLOWED AT USE LOCATIONS FIGURE 424.4 TEMPERATURE CONTROL STANDARDS RELATED TO FIXTURE APPLICATIONS |
177 | SECTION 425 – FLUSHING DEVICES FOR WATER CLOSETS AND URINALS |
178 | SECTION 426 – MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT SECTION 427 – FLOOR SINKS BIBLIOGRAPHY |
181 | CHAPTER 5: WATER HEATERS GENERAL COMMENTS PURPOSE SECTION 501 – GENERAL |
182 | FIGURE 501.2 WATER-TO-AIR HEAT EXCHANGER |
185 | FIGURE 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 |
187 | SECTION 502 – INSTALLATION |
189 | SECTION 503 – CONNECTIONS |
190 | FIGURE 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.) |
191 | SECTION 504 – SAFETY DEVICES FIGURE 504.2 WATER HEATER WITH BOTTOM FEED |
192 | FIGURE 504.3 ELECTRIC DISCONNECT ADJACENT TO WATER HEATER (Photo courtesy of B&I Contractors, Inc.) |
193 | FIGURE 504.4 COMBINATION TEMPERATURE AND PRESSURE-RELIEF VALVE (Photo courtesy of CASH-ACME, Inc.) FIGURE 504.4.1 TEMPERATURE- AND PRESSURE-RELIEF VALVE INSTALLATION |
194 | FIGURE 504.5 COMBINATION TEMPERATURE- AND PRESSURE-RELIEF VALVE LABEL (Photo courtesy of CASH-ACME, Inc.) |
195 | FIGURE 504.6(1) RELIEF VALVE DISCHARGE |
196 | FIGURE 504.6(2) RELIEF VALVE INDIRECT WASTE |
197 | FIGURE 504.6(3) T&P RELIEF VALVE PERMITTED TO DISCHARGE TO THE PAN |
198 | FIGURE 504.6(4) CAPPED TANK TAPPING FOR RELIEF VALVE AND PLUGGED RELIEF VALVE OPENING FIGURE 504.7(1) WATER HEATER IN PAN |
199 | SECTION 505 – INSULATION |
200 | BIBLIOGRAPHY |
201 | CHAPTER 6: WATER SUPPLY AND DISTRIBUTION GENERAL COMMENTS PURPOSE SECTION 601 – GENERAL |
202 | SECTION 602 – WATER REQUIRED |
203 | SECTION 603 – WATER SERVICE |
204 | FIGURE 603.1(1) RESIDENTIAL WATER SERVICE SCHEMATIC |
205 | TABLE 603.1 TABLE FOR ESTIMATING DEMAND |
206 | FIGURE 603.1(2) FRICTION LOSS IN SMOOTH PIPEa (Type L, ASTM B 88 Copper Tubing |
207 | TABLE 603.2.1 MINIMUM HORIZONTAL SEPARATION DISTANCES BETWEEN WATER SOURCE ELEMENTS AND SOIL ABSORPTION SYSTEM COMPONENTS |
208 | FIGURE 603.2(1) SEPARATION OF WATER SERVICE AND BUILDING SEWER FIGURE 603.2(2) WATER SERVICE CROSSING OVER BUILDING SEWER |
209 | SECTION 604 – DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM |
210 | FIGURE 604.1(1) DIFFERENCE IN ELEVATION FIGURE 604.1(2) DIFFERENCE IN ELEVATION |
211 | FIGURE 604.1(3) CAVITATION TABLE 604.1 MAXIMUM FLOW VELOCITY |
213 | TABLE 604.3 PEAK DEMAND PERIODS TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS |
215 | TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS TABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES |
216 | FIGURE 604.5 WATER SUPPLY CONNECTION WITH REDUCED-SIZE FLEXIBLE SUPPLY |
217 | FIGURE 604.9(1) EXAMPLE OF MECHANICAL WATER-HAMMER ARRESTORS |
218 | FIGURE 604.9(2) AIR CHAMBER WATER HAMMER ARRESTOR TABLE 604.10.1 MANIFOLD SIZING |
219 | FIGURE 604.10(1) FIELD-BUILT MANIFOLD FOR PARALLEL WATER DISTRIBUTION FIGURE 604.10(2) FACTORY-BUILT MANIFOLD FOR PARALLEL WATER DISTRIBUTION |
220 | SECTION 605 – MATERIALS, JOINTS AND CONNECTIONS |
221 | FIGURE 605.3(1) PLASTIC WATER SERVICE EXTENDING INTO BUILDING |
222 | TABLE 605.3 WATER SERVICE PIPE |
224 | TABLE 605.3 DUCTILE IRON PIPE LINING THICKNESS |
225 | FIGURE 605.3(3) SAMPLE MARKING OF PEX TUBING |
227 | TABLE 605.4 WATER DISTRIBUTION PIPE |
228 | TABLE 605.5 PIPE FITTINGS |
229 | TABLE 605.8 MANUFACTURED PIPE NIPPLES |
231 | FIGURE 605.11 ASBESTOS-CEMENT PIPE JOINT FIGURE 605.12.1 HEAT APPLICATION OF BRAZED JOINT |
233 | FIGURE 605.14.3 PREPARATION OF PIPE END |
234 | FIGURE 605.15.2(1) TYPICAL FLARED TUBE JOINT FIGURE 605.15.2(2) TYPICAL FLARED TUBE JOINT |
236 | FIGURE 605.17.2 PEX TUBING CONNECTION |
237 | FIGURE 605.19.4 BENDING |
239 | TABLE 605.24.1 CORROSIVE HIERARCHY OF METALS (Galvanic Series) FIGURE 605.24.1(1) DIELECTRIC UNION FIGURE 605.24.1(2) DIELECTRIC FLANGE FITTING |
240 | FIGURE 605.24.1(3) CORROSION DUE TO ABSENCE OF DIELECTRIC FITTINGS SECTION 606 – INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM |
241 | FIGURE 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 |
242 | FIGURE 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 |
243 | FIGURE 606.1(6) WATER HEATER VALVE FIGURE 606.2(1) SHUTOFF VALVES FOR EACH FIXTURE |
244 | FIGURE 606.2(2) SILL FAUCET VALVE |
245 | TABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS |
246 | SECTION 607 – HOT WATER SUPPLY SYSTEM |
247 | FIGURE 607.2 – HOT WATER SUPPLY TEMPERATURE MAINTENANCE |
248 | FIGURE 607.2.3(1) PROPER RECIRCULATION RETURN |
249 | FIGURE 607.2.3(2) PROHIBITED RECIRCULATION RETURN FIGURE 607.2.3(3) PROHIBITED RECIRCULATION RETURN |
250 | FIGURE 607.3 EXAMPLE METHOD OF THERMAL EXPANSION CONTROL |
251 | FIGURE 607.3.1 PRESSURE-REDUCING VALVE WITH THERMAL EXPANSION BYPASS |
253 | SECTION 608 – PROTECTION OF POTABLE WATER SUPPLY FIGURE 608.1(1) ATMOSPHERIC PRESSURE |
254 | FIGURE 608.1(2) PRESSURE EXERTED BY 1 CUBIC FOOT OF WATER |
255 | FIGURE 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 |
256 | FIGURE 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 |
257 | FIGURE 608.1(9) EXAMPLE OF ASPIRATION OR VENTURE PRINCIPLE FIGURE 608.1(10) EXAMPLE OF PUMP CAUSING NEGATIVE PRESSURE |
258 | TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS |
260 | FIGURE 608.7(1) YARD HYDRANT WITH STOP AND WASTE VALVE FIGURE 608.6.1 CONNECTION BETWEEN TWO SYSTEMS |
261 | FIGURE 608.7(2) PROHIBITED INSTALLATION OF YARD HYDRANTS CONNECTED TO WATER SERVICE LINES |
262 | TABLE 608.8.3 SIZE OF PIPE IDENTIFICATION FIGURE 608.8 IDENTIFICATION OF PIPING SYSTEMS |
265 | FIGURE 608.13.4 BAROMETRIC LOOP FIGURE 608.13.5 PRESSURE VACUUM BREAKER |
266 | FIGURE 608.13.7 DOUBLE CHECK-VALVE ASSEM |
269 | TABLE 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 |
270 | FIGURE 608.15.1(3) AIR GAPS—LOCATED NEAR SINGLE WALL FIGURE 608.15.1(4) AIR GAPS—LOCATED NEAR INTERSECTING WALLS |
271 | FIGURE 608.15.4 SUBMERGED INLET PROTECTED BY VACUUM BREAKER |
272 | FIGURE 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 |
273 | FIGURE 608.15.4.2(3) HOSE CONNECTION VACUUM BREAKER |
274 | FIGURE 608.16.1 BEVERAGE DISPENSER FIGURE 608.16.2 FOR BOILER WITHOUT CONDITIONING CHEMICALS TABLE 608.16.3(1) GOSSELIN RATINGS |
275 | TABLE 608.16.3(2) HEAT TRANSFER FLUIDS (ESSENTIALLY NONTOXIC) GOSSE LIN RATING OF 1 FIGURE 608.16.3(3) DOUBLE WALL HEAT EXCHANGER |
276 | FIGURE 608.16.4(1) COMBINATION WATER DISTRIBUTION/AUTOMATIC SPRINKLER SYSTEM |
277 | FIGURE 608.16.4(2) COMMON FIRE SPRINKLER AND DOMESTIC WATER SUPPLY |
278 | FIGURE 608.16.6 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (Photo courtesy of Watts Regulator Company) |
279 | TABLE 608.17.1 DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES |
280 | FIGURE 608.17.3 DEPTH OF WELL FIGURE 608.17.4 WELL CASING |
281 | FIGURE 608.17.5 CASING FOR DRILLED OR DRIVEN WELL FIGURE 608.17.7 DUG WELL COVER SECTION 609 – HEALTH CARE PLUMBING |
282 | FIGURE 609.2 DUAL WATER SERVICE FOR HOSPITALS |
283 | SECTION 610 – DISINFECTION OF POTABLE WATER SYSTEM SECTION 611 – DRINKING WATER TREATMENT UNITS |
284 | SECTION 612 – SOLAR SYSTEMS SECTION 613 – TEMPERATURE CONTROL DEVICES AND VALVES |
285 | BIBLIOGRAPHY |
289 | CHAPTER 7: SANITARY DRAINAGE GENERAL COMMENTS PURPOSE SECTION 701 – GENERAL |
290 | FIGURE 701.3(1) COMMON BUILDING SEWER LOCATED WITHIN AN APPROVED PUBLIC SEWER EASEMENT |
291 | FIGURE 701.3(2) BUILDING ON SAME LOT SECTION 702 – MATERIALS |
292 | TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE |
294 | TABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE 702.3 BUILDING SEWER PIPE |
295 | TABLE 702.4 PIPE FITTINGS |
296 | SECTION 703 – BUILDING SEWER |
297 | SECTION 704 – DRAINAGE PIPING INSTALLATION TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE |
298 | FIGURE 704.3 HYDRAULIC JUMP SECTION 705 – JOINTS |
299 | FIGURE 705.3 ASBESTOS-CEMENT PIPE JOINT |
300 | FIGURE 705.4.1 HEAT APPLICATION OF BRAZED JOINT |
301 | FIGURE 705.5.1 CAULKED JOINT FOR HUB AND SPIGOT (CAST-IRON) |
302 | FIGURE 705.5.2 CAST-IRON COMPRESSION GASKET FIGURE 705.5.3 HUBLESS CAST-IRON DRAINAGE PIPE JOINT |
303 | FIGURE 705.6 CONCRETE MECHANICAL JOINT |
304 | FIGURE 705.9.3 PREPARATION OF PIPE END |
306 | FIGURE 705.13.2 LEAD-WIPED JOINT |
308 | FIGURE 705.18.3 CAST-IRON ADAPTER FITTING |
309 | FIGURE 705.20(1) SLIP JOINT FIGURE 705.20(2) SLIP JOINTS |
310 | TABLE 705.21 CAULKING FERRULE SPECIFICATIONS TABLE 705.22 SOLDERING BUSHING SPECIFICATIONS SECTION 706 – CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS |
311 | TABLE 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 |
312 | FIGURE 706.3(3) DRAINAGE PATTERN FITTINGS |
313 | FIGURE 706.3(3)—continued DRAINAGE PATTERN FITTINGS |
314 | FIGURE 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 |
315 | FIGURE 706.3(7) COMBINATION TEES FIGURE 706.3(8) FITTING USES |
316 | FIGURE 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 |
317 | FIGURE 706.4(1) HEEL- AND SIDE-INLET QUARTER BEND APPLICATION RESTRICTIONS FIGURE 706.4(2) SIDE-INLET QUARTER BEND FOR WATER CLOSET |
318 | SECTION 708 – CLEANOUTS FIGURE 708.1 ACCEPTABLE CLEANOUTS |
319 | FIGURE 708.2 CLEANOUT INSTALLATIONS FIGURE 708.3.1 CLEANOUT LOCATIONS |
320 | FIGURE 708.3.2(1) CLEANOUTS IN BUILDING SEWER—LIMITATIONS FIGURE 708.3.2(2) MANHOLE LOCATIONS |
321 | FIGURE 708.3.3 CLEANOUTS |
322 | FIGURE 708.3.4 CLEANOUTS BASE OF STACK FIGURE 708.3.6 MANHOLES INSIDE THE BUILDING |
323 | FIGURE 708.3.5(1) CLEANOUTS AT SEWER JUNCTION FIGURE 708.3.5(2) TWO-WAY CLEANOUT FITTING |
324 | FIGURE 708.4 CLEANOUTS ON CONCEALED PIPING |
325 | TABLE 708.7 CLEANOUT SIZES FIGURE 708.8 CLEARANCE FOR CLEANOUTS |
326 | SECTION 709 – FIXTURE UNITS |
327 | TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS |
328 | TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS SECTION 710 – DRAINAGE SYSTEM SIZING |
329 | TABLE 710.1(1) BUILDING DRAINS AND SEWERS |
330 | FIGURE 710.1(1) BUILDING DRAIN SIZING TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa |
331 | TABLE 710.1(1) HORIZONTAL BRANCH CAPACITY TABLE 710.1(2) STACK CAPACITIE FIGURE 710.1(2) HORIZONTAL BRANCH (Complete venting not shown) |
332 | TABLE 710.1(3) ALLOWABLE STACK DRAINAGE FIXTURE UNITS FIGURE 710.1(3) STACK SIZING |
333 | FIGURE 710.1(4) EXAMPLE OF SIZING STACK GREATER THAN THREE BRANCH INTERVALS FIGURE 710.1(5) SIZING OF STACK THREE BRANCH INTERVALS OR L |
334 | FIGURE 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 |
335 | FIGURE 711.1 VERTICAL STACK OFFSET FIGURE 711.2 HORIZONTAL STACK OFFSET |
336 | FIGURE 711.3 OFFSET SIZING FIGURE 711.4(1) OFFSET SIZING FIGURE 711.4(2) OFFSET SIZING |
337 | SECTION 712 – SUMPS AND EJECTORS FIGURE 712.1(1) PNEUMATIC SEWAGE EJECTOR |
338 | FIGURE 712.1(2) VERTICAL SUSPENDED WET PIT SEWAGE PUMP FIGURE 712.2 SEWAGE EJECTOR INSTALLATION |
340 | FIGURE 712.4.1(1) MACERATING TOILET SYSTEMS (Photo Courtesy of SFA Saniflo) |
341 | TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR FIGURE 712.4.1(2) MACERATING TOILET SYSTEMS |
342 | SECTION 713 – HEALTH CARE PLUMBING |
343 | FIGURE 713.3 COMMON INDIRECT WASTE PIPE FOR STERILIZERS FIGURE 713.6 CENTRAL VACUUM SYSTEM (Shown for illustrative purposes only) |
344 | TABLE 713.9.1 MULTIPLE CONNECTION FOR BEDPAN WASHERS TO LOCAL VENT STACK |
345 | FIGURE 713.9.1 LOCAL VENT STACK FIGURE 713.9.2 BOTTOM CONNECTION TO LOCAL VENT STACK FIGURE 713.10 STERILIZER PIPING |
346 | TABLE 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) |
347 | TABLE 713.11.4 PRESSURE INSTRUMENT WASHER STERILIZER SIZES SECTION 714 – COMPUTERIZED DRAINAGE DESIGN SECTION 715 – BACKWATER VALVES |
348 | FIGURE 715.1(1) BACKWATER VALVE FIGURE 715.1(2) BACKWATER VALVES |
349 | BIBLIOGRAPHY |
351 | CHAPTER 8: INDIRECT/SPECIAL WASTE GENERAL COMMENTS PURPOSE SECTION 801 – GENERAL |
352 | SECTION 802 – INDIRECT WASTES FIGURE 802.1.1(1) INDIRECTLY CONNECTED THREE-COMPARTMENT FOOD PREPARATION SINK |
353 | FIGURE 802.1.1(2) REFRIGERATED FOOD CASE DISCHARGING TO HUB DRAIN FIGURE 802.1.1(3) RESTAURANT KITCHEN INDIRECT WASTE |
354 | FIGURE 802.1.2 FLOOR DRAIN IN FOOD STORAGE FREEZER FIGURE 802.1.3 INDIRECT WASTE |
355 | FIGURE 802.1.5 INDIRECT WASTE—CLEAR-WATER WASTE |
356 | FIGURE 802.1.6 RESIDENTIAL DISHWASHER WASTE CONNECTIONS FIGURE 802.1.7 COMMERCIAL DISHWASHER WASTE CONNECTION |
357 | FIGURE 802.2.1 AIR GAP FIGURE 802.2 TRAPS FOR INDIRECT WASTE PIPES |
358 | FIGURE 802.2.2(1) AIR BREAK FIGURE 802.2.2(2) AIR BREAK |
359 | FIGURE 802.3(1) WASTE RECEPTORS FIGURE 802.3(2) WASTE RECEPTORS |
360 | FIGURE 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 |
361 | FIGURE 802.4 STANDPIPES SECTION 804 – MATERIALS, JOINTS AND CONNECTIONS |
362 | BIBLIOGRAPHY |
363 | CHAPTER 9: VENTS GENERAL COMMENTS PURPOSE SECTION 901 – GENERAL |
364 | FIGURE 901.2(1) LOSS OF TRAP SEAL FIGURE 901.2(2) MAXIMUM TRAP SEAL RESISTANCE |
365 | SECTION 902 – MATERIALS |
366 | SECTION 903 – OUTDOOR VENT EXTENSION FIGURE 903.1(1) REDUCTION OF STACK VENT CONNECTION FIGURE 903.1(2) STACK VENT |
367 | FIGURE 903.1(3) REQUIRED VENT TO OUTDOORS |
369 | FIGURE 903.4 VENT CONNECTION AT BASE FIGURE 903.5 VENT HEADERS |
370 | SECTION 904 – VENT TERMINALS FIGURE 904.1 VENT TERMINAL |
371 | FIGURE 904.5 SEPARATION OF VENT TERMINAL |
372 | FIGURE 904.6 SIDEWALL VENT SECTION 905 – VENT CONNECTIONS AND GRADES |
373 | FIGURE 905.2 GRADE OF VENTS FIGURE 905.3 VENT CONNECTIONS |
374 | FIGURE 905.4 VERTICAL RISE OF VENT |
375 | FIGURE 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 |
376 | SECTION 906 – FIXTURE VENTS TABLE 906.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT |
377 | FIGURE 906.1(1) DISTANCE FROM TRAP TO VENT |
378 | FIGURE 906.1(2) MAXIMUM FALL OF FIXTURE DRAIN BETWEEN TRAP AND VENT FIGURE 906.1(3) TRAP TO VENT DISTANCE FOR WATER CLOSETS |
379 | FIGURE 906.2(1) VENT CONNECTION FIGURE 906.2(2) SELF-SIPHONING PHENOMENON |
380 | FIGURE 906.3(1) CROWN VENTING FIGURE 906.3(2) CROWN VENTING SECTION 907 – INDIVIDUAL VENT |
381 | FIGURE 907.1(1) INDIVIDUAL VENTS FIGURE 907.1(2) IMPROPERLY INSTALLED INDIVIDUAL VENTS SECTION 908 – COMMON VENT |
382 | TABLE 908.3 COMMON VENT SIZES FIGURE 908.1 COMMON VENTS FIGURE 908.2 COMMON VENTS WITH FIXTURE DRAINS CONNECTING AT SAME LEVEL |
383 | FIGURE 908.3 COMMON VENTS WITH FIXTURE DRAINS CONNECTING AT DIFFERENT LEVELS |
384 | SECTION 909 – WET VENTING FIGURE 909.1(1) HORIZONTAL WET VENTING OF BATHROOM FIXTURES |
385 | FIGURE 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 |
386 | FIGURE 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 |
387 | FIGURE 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 |
388 | FIGURE 909.1(11) HORIZONTAL WET VENT FIGURE 909.1(12) HORIZONTAL WET VENT FIGURE 909.1(13) NONCOMPLIANT HORIZONTAL WET VENT |
389 | FIGURE 909.1(14) NONCOMPLIANT HORIZONTAL WET FIGURE 909.1(15) NONCOMPLIANT HORIZONTAL WET VENT |
390 | FIGURE 909.1(16) NONCOMPLIANT HORIZONTAL WET VENT FIGURE 909.1(17) NONCOMPLIANT HORIZONTAL WET VENT FIGURE 909.1(18) NONCOMPLIANT HORIZONTAL WET VENT |
391 | FIGURE 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 |
392 | FIGURE 909.1(23) HORIZONTAL WET VENTING FIGURE 909.1(24) MULTIPLE INDIVIDUAL VENTS |
393 | FIGURE 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 |
394 | FIGURE 909.1.1(4) VERTICAL WET VENTING |
395 | TABLE 909.3 WET VENT SIZE SECTION 910 – WASTE STACK VENT |
396 | FIGURE 910.2(1) WASTE STACK VENT FIGURE 910.2(2) WASTE STACK VENT TABLE 910.4 WASTE STACK VENT SIZE |
397 | FIGURE 910.3 WASTE STACK VENT OFFSETS AND STACK VENT CONNECTIONS SECTION 911 – CIRCUIT VENTING |
398 | FIGURE 911.1(1) CIRCUIT VENTING |
399 | FIGURE 911.1(2) ROUGH-IN FOR EIGHT CIRCUIT VENTED FIXTURES (Photo courtesy of B&I Contractors) |
400 | FIGURE 911.1.1 MULTIPLE CIRCUIT-VENTED BRANCHES FIGURE 911.2 BACK-TO-BACK WATER CLOSETS CIRCUIT VENTED |
401 | FIGURE 911.3 SIZING A CIRCUIT VENT SYSTEM FIGURE 911.3.1 SIZING MULTIPLE CIRCUIT-VENTED BRANCHES |
402 | FIGURE 911.4.1 CIRCUIT VENT WITH RELIEF VENT CONNECTION SECTION 912 – COMBINATION DRAIN AND VENT SYSTEM |
403 | FIGURE 911.5(1) CIRCUIT-VENTED BRANCH WITH ADDITIONAL FIXTURE CONNECTIONS FIGURE 911.5(2) CIRCUIT-VENTED BRANCH WITH ADDITIONAL FIXTURE CONNECTIONS |
404 | FIGURE 912.2(1) COMBINATION DRAIN AND VENT |
405 | FIGURE 912.2(2) COMBINATION DRAIN AND VENT FIGURE 912.2(3) COMBINATION DRAIN AND VENT |
406 | FIGURE 912.2(4) COMBINATION DRAIN AND VENT |
407 | FIGURE 912.2(5) VERTICAL FIXTURE DRAIN COMPONENT IN COMBINATION DRAIN AND VENT SYSTEM FIGURE 912.2.2(1) COMBINATION DRAIN AND VENT |
408 | FIGURE 912.2.2(2) COMBINATION DRAIN AND VENT FIGURE 912.2.2(3) COMBINATION DRAIN AND VENT |
409 | FIGURE 912.2.2(4) COMBINATION DRAIN AND VENT FIGURE 912.2.2(5) COMBINATION DRAIN AND VENT |
410 | TABLE 912.3 SIZE OF COMBINATION DRAIN AND VENT PIPE SECTION 913 ISLAND FIXTURE VENTING |
411 | FIGURE 913.2 ISLAND FIXTURE VENT SECTION 914 RELIEF VENTS—STACKS OF MORE THAN 10 BRANCH INTERVALS FIGURE 914.1RELIEF VENT CONNECTION |
412 | SECTION 915 – VENTS FOR STACK OFFSETS FIGURE 915.2 VENT CONNECTIONS FOR HORIZONTAL OFFSET |
413 | SECTION 916 – VENT PIPE SIZING FIGURE 916.1(1) VENT STACK SIZING |
414 | TABLE 916.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS |
415 | FIGURE 916.1(2) VENT STACK SIZING FIGURE 916.1(3) STACK VENT SIZIN |
416 | FIGURE 916.2(1) VENT SIZING FIGURE 916.2(2) VENT SIZING |
417 | FIGURE 916.2(3) VENT SIZING FIGURE 916.2(4) VENT SIZING |
418 | FIGURE 916.3(1) DEVELOPED LENGTH OF VENTS |
419 | FIGURE 916.3(2) DEVELOPED LENGTH OF VENTS FIGURE 916.4 COMMON BRANCH VENT |
420 | FIGURE 916.5.1 SUMP VENT SECTION 917 – AIR ADMITTANCE VALVE |
421 | TABLE 916.5.1 SIZE AND LENGTH OF SUMP VENTS |
422 | FIGURE 917.3(1) AIR ADMITTANCE—INDIVIDUAL VENT FIGURE 917.3(2) COMMON VENT FIGURE 917.3(3) WET VENT FIGURE 917.3(4) CIRCUIT VENT |
423 | FIGURE 917.3(5) BRANCH VENT FIGURE 917.3(6) VENT CONNECTION NOT PERMITTED |
424 | FIGURE 917.3.1(1) PRESSURE IN DRAINAGE STACK FIGURE 917.3.1(2) LOCATION OF HORIZONTAL BRANCH DRAIN FIGURE 917.4 DISTANCE ABOVE DRAIN |
425 | FIGURE 917.7 VENT TO THE OPEN AIR REQUIRED SECTION 918 – ENGINEERED VENT SYSTEMS |
426 | FIGURE 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 |
427 | EQUATION 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 |
428 | FIGURE 918.2(1) EXAMPLE OF ENGINEERED REDUCED-SIZE VENT TABLE 918.2(2) MAXIMUM LOADS ON MULTIPLE-STORY DRAINAGE STACKS |
429 | SECTION 919 – COMPUTERIZED VENT DESIGN BIBLIOGRAPHY |
431 | CHAPTER 10: TRAPS, INTERCEPTORS AND SEPARATORS GENERAL COMMENTS PURPOSE SECTION 1001 – GENERAL SECTION 1002 – TRAP REQUIREMENTS |
432 | FIGURE 1002.1(1) TRAP REQUIREMENTS FIGURE 1002.1(2) TRAP REQUIREMENTS |
433 | FIGURE 1002.2 SLIP JOINTS IN TRAPS |
434 | FIGURE 1002.3 PROHIBITED TRAPS |
435 | FIGURE 1002.4(1) TRAP PRIMER FOR TWO FLOOR DRAINS FIGURE 1002.4(2) TRAP SEAL PROTECTION METHODS FOR TRAPS SUBJECT TO EVAPORATION |
436 | FIGURE 1002.6 BUILDING TRAP FIGURE 1002.7 INSTALLATION OF TRAP |
437 | SECTION 1003 – INTERCEPTORS AND SEPARATORS |
438 | FIGURE 1003.2 INTERCEPTORS AND SEPARATORS |
440 | FIGURE 1003.3(1) TYPICAL GRAVITY-TYPE GREASE INTERCEPTOR FIGURE 1003.3(2) TYPICAL HYDROMECHANICAL GREASE INTERCEPTOR |
441 | FIGURE 1003.3.2 FOOD WASTE GRINDER CONNECTING TO GREASE INTERCEPTOR |
445 | TABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORSa |
446 | FIGURE 1003.3.4.2 FLOW CONTROL DEVICE |
449 | FIGURE 1003.9(1) TYPICAL SINGLE-FIXTURE INSTALLATIONS FIGURE 1003.9(2) VENTING OF GREASE INTERCEPTOR |
450 | FIGURE 1003.9(3) VENTING OF INTERCEPTORS AND SEPARATORS SECTION 1004 – MATERIALS, JOINTS AND CONNECTIONS |
451 | FIGURE 1003.10(1) AUTOMATIC GREASE INTERCEPTOR FIGURE 1003.10(2) SENSOR-CONTROLLED GREASE RECOVERY DEVICE BIBLIOGRAPHY |
453 | CHAPTER 11: STORM DRAINAGE GENERAL COMMENTS PURPOSE SECTION 1101 – GENERAL |
455 | TABLE 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 |
456 | SECTION 1102 – MATERIALS TABLE 1102.4 BUILDING STORM SEWER PIPE |
458 | TABLE 1102.5 SUBSOIL DRAIN PIPE TABLE 1102.7 PIPE FITTINGS |
459 | SECTION 1103 – TRAPS FIGURE 1103 TRAPS ON STORM DRAINS THAT CONNECT TO COMBINATION SANITARY AND STORM SEWER SYSTEMS SECTION 1104 – CONDUCTORS AND CONNECTIONS |
460 | SECTION 1105 – ROOF DRAINS SECTION 1106 – SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS |
461 | FIGURE 1106.1100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
462 | FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
463 | FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
464 | FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
465 | FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
466 | TABLE 1106.2(1) SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS |
467 | TABLE 1106.2(2) SIZE OF RECTANGULAR VERTICAL CONDUCTORS AND LEADERS |
468 | TABLE 1106.3 SIZE OF HORIZONTAL STORM DRAINGE PIPING |
469 | FIGURE 1106.3 HORIZONTAL DRAIN AND SEWERS FIGURE 1106.4 VERTICAL WALLS |
470 | TABLE 1106.6 SIZE OF SEMICIRCULAR ROOF GUTTERS SECTION 1107 – SECONDARY (EMERGENCY) ROOF DRAINS |
471 | FIGURE 1107.1 SECONDARY ROOF DRAINAGE NOT REQUIRED |
472 | FIGURE 1107.2(1) SEPARATE PRIMARY AND SECONDARY ROOF DRAINS FIGURE 1107.2(2) PROHIBITED SECONDARY ROOF DRAIN CONNECTION |
473 | FIGURE 1107.3 SIZE OF SCUPPERS SECTION 1108 – COMBINED SANITARY AND STORM SYSTEM |
474 | FIGURE 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 |
475 | SECTION 1111 – SUBSOIL DRAINS |
476 | FIGURE 1110.4 MINIMUM NUMBER OF ROOF DRAINS FOR CONTROLLED FLOW SECTION 1112 – BUILDING SUBDRAINS |
477 | FIGURE 1111.1(1) SUBSOIL DRAIN SUBJECT TO BACKFLOW FIGURE 1111.1(2) SUBSOIL DRAINAGE |
478 | SECTION 1113 – SUMPS AND PUMPING SYSTEMS BIBLIOGRAPHY |
481 | CHAPTER 12: SPECIAL PIPING AND STORAGE SYSTEMS GENERAL COMMENTS PURPOSE SECTION 1201 – GENERAL SECTION 1202 – MEDICAL GASES |
482 | SECTION 1203 – OXYGEN SYSTEMS |
483 | BIBLIOGRAPHY |
485 | CHAPTER 13: REFERENCED STANDARDS GENERAL COMMENTS PURPOSE |
486 | ASME REFERENCE DOCUMENT |
487 | ANSI AHRI ASME |
488 | ASSE |
489 | ASTM |
492 | AWS AWWA |
493 | CISPI CSA |
494 | ICC ISEA NFPA NSF |
495 | PDI UL |
497 | APPENDIX A: PLUMBING PERMIT FEE SCHEDULE GENERAL COMMENTS PURPOSE PERMIT ISSUANCE UNIT FEE SCHEDULE |
498 | OTHER INSPECTIONS AND FEES |
499 | APPENDIX B: RATES OF RAINFALL FOR VARIOUS CITIES GENERAL COMMENTS PURPOSE |
501 | APPENDIX C: GRAY WATER RECYCLING SYSTEMS GENERAL COMMENTS PURPOSE SECTION C101 – GENERAL |
502 | FIGURE 1 GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION |
503 | FIGURE 2 GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS |
505 | SECTION C102 – SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS |
506 | SECTION C103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS |
507 | TABLE C103.6 GRAY WATER DISCHARGE VOLUMES |
509 | TABLE C103.8 LOCATION OF GRAY WATER SYSTEM TABLE C 103.9.1 DESIGN LOADING RATE |
510 | TABLE C103.10 DISTRIBUTION PIPE |
511 | APPENDIX D: DEGREE DAY AND DESIGN TEMPERATURES GENERAL COMMENTS PURPOSE |
512 | TABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
513 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
514 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
515 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
516 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
517 | BIBLIOGRAPHY |
519 | APPENDIX E: SIZING OF WATER PIPING SYSTEM GENERAL COMMENTS PURPOSE SECTION E101 – GENERAL SECTION E102 – INFORMATION REQUIRED |
520 | SECTION E103 – SELECTION OF PIPE SIZE |
525 | TABLE E.1 TABLE E.2 |
526 | FIGURE E103.3(1) EXAMPLE-SIZING |
527 | TABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS |
528 | TABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTU |
529 | TABLE E103.3(3) TABLE FOR ESTIMATING DEMAND |
530 | TABLE E103.3(3)—continued TABLE FOR ESTIMATING DEMAND TABLE E103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) |
531 | TABLE E103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE E103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) |
532 | FIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) |
533 | FIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) |
534 | FIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) |
535 | FIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa |
536 | FIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa |
537 | FIGURE E103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa |
538 | SECTION E201 – SELECTION OF PIPE SIZE SECTION E202 – DETERMINATION OF PIPE VOLUMES |
539 | TABLE E201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) |
540 | TABLE E201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) |
541 | TABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING |
543 | APPENDIX F: STRUCTURAL SAFETY GENERAL COMMENTS PURPOSE SECTION F101 – CUTTING, NOTCHING AND BORING IN WOOD MEMBERS |
544 | FIGURE 101.1 CUTTING, NOTCHING AND BORING JOISTS FIGURE 101.2 CUTTING, NOTCHING AND BORED HOLES |
545 | APPENDIX G: VACUUM DRAINAGE SYSTEM GENERAL COMMENTS PURPOSE SECTION G101 – VACUUM DRAINAGE SYSTEM |
546 | FIGURE G101.2.1(1) VACUUM SYSTEMS FIGURE G101.2.1(2) VACUUM SYSTEMS FIGURE G101.2.2 TYPICAL WATER CLOS |
549 | INDEX |
557 | ICC MEMBERSHIP BENEFITS |
558 | ICC ELECTRONIC CODES |
559 | BUILDING SAFETY |
560 | HELPFUL LINKS |