ICC IPC Commentary 2nd 2015
$80.71
International Plumbing Code and Commentary
Published By | Publication Date | Number of Pages |
ICC | 2015 | 613 |
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 2015 International Plumbing Code® (IPC®).
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PDF Pages | PDF Title |
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1 | 2015 INTERNATIONAL PLUMBING CODE® CODE AND COMMENTARY |
2 | 2015 IPC® CODE AND COMMENTARY TITLE PAGE |
3 | COPYRIGHT |
4 | PREFACE |
6 | TABLE OF CONTENTS |
8 | CHAPTER 1: SCOPE AND ADMINISTRATION GENERAL COMMENTS PURPOSE PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL |
9 | SECTION 102 APPLICABILITY |
12 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF PLUMBING INSPECTION SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL |
14 | SECTION 105 APPROVAL |
16 | SECTION 106 PERMITS |
20 | SECTION 107 INSPECTIONS AND TESTING |
23 | SECTION 108 VIOLATIONS |
25 | SECTION 109 MEANS OF APPEAL |
27 | SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES BIBLIOGRAPHY |
28 | CHAPTER 2: DEFINITIONS GENERAL COMMENTS PURPOSE SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
30 | FIGURE 202(1) AIR ADMITTANCE VALVE OPENS FIGURE 202(2) AIR ADMITTANCE VALVE CLOSES |
31 | FIGURE 202(3) MECHANICAL VENT NOT CODE COMPLIANT FIGURE 202(4) AIR GAP, AIR BREAK |
35 | FIGURE 202(5) DEFINITION OF A BRANCH INTERVAL |
36 | FIGURE 202(6) BRANCH INTERVALS |
37 | FIGURE 202(7) BRANCH VENT FIGURE 202(8) DRAINAGE SYSTEM COMPONENTS |
40 | FIGURE 202(9) DEPTH OF TRAP SEAL |
43 | FIGURE 202(10) FIXTURE DRAINS AND FIXTURE BRANCHES FIGURE 202(11) FIXTURE DRAIN |
45 | FIGURE 202(12) SENSOR-CONTROLLED GREASE RECOVERY DEVICE |
46 | FIGURE 202(13) TIMER-CONTROLLED GREASE RECOVERY DEVICE FIGURE 202(14) GREASE-REMOVAL DEVICE, AUTOMATIC |
47 | FIGURE 202.(15) TYPES OF WATER DISTRIBUTION SYSTEMS |
51 | FIGURE 202(16) PARTS OF A PLUMBING SYSTEM |
60 | CHAPTER 3: GENERAL REGULATIONS GENERAL COMMENTS PURPOSE SECTION 301 GENERAL |
61 | SECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM |
62 | SECTION 303 MATERIALS FIGURE 303.1(1) SAMPLE MARKING OF PVC PRESSURE PIPE |
63 | FIGURE 303.1(2) MARKING OF PVC GRAVITY SEWER PIPE SECTION 304 RODENT PROOFING SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS |
64 | FIGURE 305.2 THERMAL EXPANSION RATES FOR PIPING MATERIALS |
65 | FIGURE 305.2(1) “L” BEND FIGURE 305.2(2) “Z” BEND |
66 | FIGURE 305.2(3) “U” BEND |
67 | FIGURE 305.3(1) PIPE PROTECTION FIGURE 305.3(2) BUILDING DRAIN PENETRATION THROUGH FOUNDATION WALL |
68 | FIGURE 305.4(1) PROTECTION AGAINST FREEZING FIGURE 305.4(2) WATER DISTRIBUTION PIPING IN EXTERIOR WALL |
69 | FIGURE 305.4(3) PIPING IN EXTERIOR WALL |
70 | FIGURE 305.4(4) TYPICAL FREEZE PROOF HOSE FAUCET INSTALLATION FIGURE 305.4(5) SEVERE FROST PENETRATION LEVELS |
71 | FIGURE 305.4(6) REQUIRED BURIAL DEPTH |
72 | FIGURE 305.5 ROOF PENETRATIONS |
73 | FIGURE 305.6(1) REQUIRED SHIELD PLATES FIGURE 305.6(2) PIPE PROTECTION VIOLATION |
74 | FIGURE 305.7 PROTECTION OF PLUMBING SYSTEM COMPONE SECTION 306 TRENCHING, EXCAVATION AND BACKFILL |
75 | FIGURE 306.2 PIPE ON BOTTOM OF TRENCH FIGURE 306.2.1 OVEREXCAVATED TRENCH |
76 | FIGURE 306.3 TAMPING LOOSE FILL IN 6-INCH LAYERS SECTION 307 STRUCTURAL SAFETY |
78 | 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 |
79 | FIGURE 307.2(3) NOTCHING AND BORING IN A WOOD-BEARING WALL FIGURE 307.2(4) VIOLATION: NOTCH IN FLOOR JOIST TOO DEEP FIGURE 307.2(5) VIOLATION: HOLES TOO CLOSE TO BOTTOM OF JOIST |
80 | FIGURE 307.2(6) VIOLATION: NOTCHES TOO DEEP IN WALL STUDS FIGURE 307.2(7) VIOLATION: EXTERIOR WALL STUD NOTCHED TOO DEEP FIGURE 307.2(8) VIOLATION: FLOOR JOIST COMPLETELY SEVERED |
81 | FIGURE 307.2(9) VIOLATION: EXTERIOR WALL STUD COMPLETELY |
82 | FIGURE 307.2(10) REQUIRED TOP PLATE REINFORCEMENT FIGURE 307.2(11) VIOLATION: WALL TOP PLATES NOT REINFORCED |
83 | FIGURE 307.2(12) LAMINATED VENEER LUMBER BEAM 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-JOIST COMPLETELY SEVERED |
84 | FIGURE 307.2(16) VIOLATION: I-JOIST WEB HOLES IRREGULAR SHAPE, TOO LARGE, TOO CLOSE TOGETHER 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) |
85 | FIGURE 307.2(20) ALLOWABLE WEB HOLES IN MEMBERS OTHER THAN STUDS (PRESCRIPTIVE DESIGN ONLY) FIGURE 307.2(21) ALLOWABLE NOTCHING AND BORING OF STRUCTURAL LOG MEMBERS |
86 | 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 |
87 | FIGURE 307.4 VIOLATION: TOP CHORD OF FLOOR TRUSS REMOVED FIGURE 307.5 EXCAVATION IN RELATION TO FOOTING |
88 | SECTION 308 PIPING SUPPORT FIGURE 308.3(1) PLASTIC HANGER STRAP FIGURE 308.3(2) PLASTIC INSERT FOR COPPER TUBING THROUGH METAL STUD |
89 | FIGURE 308.4 POOR HANGER ATTACHMENT |
90 | TABLE 308.5 HANGER SPACING |
91 | FIGURE 308.5(1) POINT OF MAXIMUM SAG BETWEEN HANGERS FIGURE 308.5(2) LOCATION OF HANGERS |
92 | FIGURE 308.6 SWAY BRACING FIGURE 308.7 RESTRAINED COUPLING |
93 | FIGURE 308.7.1 ANCHORAGE LOCATION SECTION 309 FLOOD HAZARD RESISTANCE |
94 | FIGURE 308.9(1) PIPE SUPPORT FIGURE 308.9(2) PIPE BEND SUPPORT MAINTAINING BEND RADIUS FIGURE 308.9(3) PIPE BEND SUPPORT MAINTAINING BEND RADIUS |
95 | FIGURE 308.9(4) PIPE BEND SUPPORT MAINTAINING BEND RADIUS SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS |
96 | SECTION 311 TOILET FACILITIES FOR WORKERS FIGURE 311.1 MINIMUM NUMBER OF TOILET FACILITIES SECTION 312 TESTS AND INSPECTIONS |
98 | FIGURE 312.4(1) SMOKE-GENERATING EQUIPMENT |
99 | FIGURE 312.4(2) SMOKE INDICATING PRESENCE OF LEAK |
101 | FIGURE 312.9 TESTING OF FIELD-FABRICATED SHOWER LINER |
102 | SECTION 313 EQUIPMENT EFFICIENCIES SECTION 314 CONDENSATE DISPOSAL |
103 | TABLE 314.2.2 CONDENSATE DRAIN SIZING FIGURE 314.2.3(1) CONDENSATE OVERFLOW SWITCH |
104 | FIGURE 314.2.3(2) CONDENSATE OVERFLOW SWITCH FIGURE 314.2.3(3) PRIMARY OR AUXILIARY DRAIN PAN FLOAT SWITCH FIGURE 314.2.3.2 FURNACE ELEVATED ABOVE TOPOF CONDENSATE PAN |
105 | SECTION 315 PENETRATIONS |
106 | SECTION 316 ALTERNATIVE ENGINEERED DESIGN |
107 | BIBLIOGRAPHY |
108 | CHAPTER 4: FIXTURES, FAUCETS AND FIXTURE FITTINGS GENERAL COMMENTS PURPOSE SECTION 401 GENERAL |
109 | SECTION 402 FIXTURE MATERIALS |
110 | SECTION 403 MINIMUM PLUMBING FACILITIES TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa |
111 | TABLE 403.1 —continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa |
112 | TABLE 403.1 —continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa |
116 | FIGURE 403.1(1) SOLUTION SUMMARY FOR SAMPLE PROBLEM 1 |
117 | FIGURE 403.1(2) SOLUTION SUMMARY FOR SAMPLE PROBLEM 2 |
118 | FIGURE 403.1(3) SOLUTION SUMMARY FOR SAMPLE PROBLEM 3 |
119 | FIGURE 403.1(4) SOLUTION SUMMARY FOR SAMPLE PROBLEM 4 FIGURE 403.1(5) BUILDING PLUMBING FIXTURE TOTALS FOR SAMPLE PROBLEM 4 |
121 | FIGURE 403.3.(1) RESTAURANT ENTRY SIGN |
123 | FIGURE 403.3.1(1) WALK-UP ICE CREAM SHOP WITH OUTDOOR SEATING FIGURE 403.3.1(2) CUSTOMER TOILET ACCESS |
125 | SECTION 404 ACCESSIBLE PLUMBING FACILITIES |
127 | FIGURE 404(1) WATER CLOSET LOCATIONS FIGURE 404(2) WATER CLOSET HEIGHT |
128 | FIGURE 404(3) SIZE OF CLEARANCE FOR WATER CLOSET FIGURE 404(4) REAR WALL GRAB BAR FOR WATER CLOSET FIGURE 404(5) SIDEWALL GRAB BAR FOR WATER CLOSET |
129 | FIGURE 404(6) INTERNATIONAL SYMBOL FOR ACCESSIBILITY FIGURE 404(7) CHILDREN’S WATER CLOSET LOCATION FIGURE 404(8) CHILDREN’S WATER CLOSET HEIGHT AND SIDEWALL GRAB BARS FIGURE 404(9) WALL HUNG-TYPE URINAL |
130 | FIGURE 404(10) ACCESSIBLE HEIGHT URINAL ON LEFT FIGURE 404(11) BATHTUB WITHOUT PERMANENT SEAT FIGURE 404(12) BATHTUB WITH PERMANENT SEAT FIGURE 404(13) GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS |
131 | FIGURE 404(14) GRAB BARS FOR BATHTUBS WITHOUT PERMANENT SEATS FIGURE 404(15) LOCATION OF BATHTUB CONTROLS |
132 | FIGURE 404(16) TRANSFER-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE 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 |
133 | 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 FIGURE 404(23) GRAB BARS IN ALTERNATE ROLL-IN SHOWERS |
134 | FIGURE 404(24) ALTERNATE ROLL-IN-TYPE SHOWER CONTROL AND HAND SHOWER LOCATION |
135 | FIGURE 404(25) HEIGHT OF LAVATORIES AND SINKS FIGURE 404(26) KNEE CLEARANCE |
136 | FIGURE 404(27) WALL-MOUNTED ACCESSIBLE LAVATORY FIGURE 404(28) TOE CLEARANCE FIGURE 404(29) ACCESSIBLE KITCHEN SINK |
137 | FIGURE 404(30) ACCESSIBLE DRINKING FOUNT |
139 | FIGURE 404(31) SWING UP GRAB BAR FOR WATER CLOSET |
140 | FIGURE 404(32) PARALLEL APPROACH BATHTUB IN TYPE B UNITS FIGURE 404(33) FORWARD APPROACH BATHTUB IN TYPE B UNITS |
142 | SECTION 405 INSTALLATION OF FIXTURES |
145 | FIGURE 405.3.1(1) MINIMUM CLEARANCE BETWEEN FIXTURES |
146 | FIGURE 405.3.1(2) CORNER SINK USER CLEARANCE FIGURE 405.3.2 FIXTURE AND PIPING OBSTRUCTION |
147 | FIGURE 405.3.5(1) URINAL PARTITIONS |
148 | FIGURE 405.3.5(2) URINAL PARTITIONS FIGURE 405.4(1) GASKETED WASTE TUBE CONNECTION FOR WATER CLOSET FIGURE 405.4(2) WATER CLOSET FLOOR FLANGE |
149 | FIGURE 405.4.3 WALL-HUNG WATER CLOSET |
150 | 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 |
151 | FIGURE 405.7 FIXTURE OVERFLOW SECTION 406 AUTOMATIC CLOTHES WASHERS |
152 | FIGURE 406.2 CLOTHES WASHER TRENCH DRAIN SECTION 407 BATHTUBS |
154 | SECTION 408 BIDETS SECTION 409 DISHWASHING MACHINES SECTION 410 DRINKING FOUNTAINS |
155 | FIGURE 410.2 REQUIRED DRINKING FOUNTAINS AND CONFIGURATIONS |
156 | SECTION 411 EMERGENCY SHOWERS AND EYEWASH STATIONS FIGURE 411.1 EMERGENCY SHOWER AND EYEWASH STATION |
157 | SECTION 412 FLOOR AND TRENCH DRAINS |
158 | FIGURE 412.1 TRENCH DRAIN FIGURE 412.2(1) TYPICAL FLOOR DRAIN WITHOUT INTEGRAL TRAP FIGURE 412.2(2) TYPICAL FLOOR DRAIN WITH INTEGRAL TRAP SECTION 413 FOOD WASTE DISPOSER UNITS |
159 | FIGURE 413.3 COMMERCIAL FOOD WASTE GRINDER SECTION 414 GARBAGE CAN WASHERS |
160 | FIGURE 414.2 GARBAGE CAN WASHER SECTION 415 LAUNDRY TRAYS SECTION 416 LAVATORIES |
161 | FIGURE 416.1 GROUP WASH-UP FIXTURE |
162 | FIGURE 416.4 ADJUSTABLE HEIGHT SHAMPOO BOWL SECTION 417 SHOWERS FIGURE 417.2(2) SPECIAL BRACKET FOR SHOWER RISER |
163 | FIGURE 417.2(1) SECURING SHOWER RISER FIGURE 417.3 SHOWER FLOOR DESIGN |
164 | FIGURE 417.4 SHOWER COMPARTMENT |
165 | FIGURE 417.5.2 SHOWER LINING CONNECTION |
166 | SECTION 418 SINKS |
167 | SECTION 419 URINALS |
168 | FIGURE 419.1(1) WATERLESS URINAL FIGURE 419.1(2) WATERLESS URINAL CARTRIDGE |
169 | FIGURE 419.3 URINAL SURROUNDING MATERIAL SECTION 420 WATER CLOSETS |
170 | FIGURE 420.1(1) BOWL DESIGN FIGURE 420.1(2) FLUSHING ACTION FOR CERTAIN WATER CLOSETS FIGURE 420.1(3) DETERMINING WATER CLOSET RIM HEIGHT |
171 | FIGURE 420.4 ACCEPTABLE 4 x 3 CLOSET BENDS SECTION 421 WHIRLPOOL BATHTUBS |
172 | FIGURE 421.5(1) NONCOMPLIANT WHIRLPOOL BATHTUB PUMP ACCESS SECTION 422 HEALTH CARE FIXTURES AND EQUIPMENT |
173 | FIGURE 421.5(2) NONCOMPLIANT WHIRLPOOL BATHTUB PUMP ACCESS |
174 | SECTION 423 SPECIALTY PLUMBING FIXTURES |
175 | SECTION 424 FAUCETS AND OTHER FIXTURE FITTINGS |
177 | FIGURE 424.1.1(1) AERATED STREAM AERATOR FIGURE 424.1.1(2) SPRAY AERATOR |
179 | FIGURE 424.3 TEMPERATURE BURN CHART FIGURE 424.4(1) MAXIMUM TEMPERATURES ALLOWED AT USE LOCATIONS |
180 | FIGURE 424.4(2) TEMPERATURE CONTROL STANDARDS RELATED TO FIXTURE APPLICATIONS |
181 | SECTION 425 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS |
183 | SECTION 426 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT SECTION 427 FLOOR SINKS |
184 | CHAPTER 5: WATER HEATERS GENERAL COMMENTS PURPOSE SECTION 501 GENERAL |
185 | FIGURE 501.2 WATER-TO-AIR HEAT EXCHANGER |
187 | FIGURE 501.6(1) TYPICAL CAPACITY GRAPH FOR TANKLESS WATER HEATERS FIGURE 501.6(2) OPERATING POINT FOR TANKLESS WATER HEATER FIGURE 501.6(3) TYPICAL CAPACITY TABLE FOR TANKLESS WATER HEATERS |
189 | SECTION 502 INSTALLATION |
191 | SECTION 503 CONNECTIONS FIGURE 503.1(1) WATER HEATER VALVE FIGURE 503.1(2) PLASTIC PIPE TOO CLOSE TO DRAFT HOOD OF GAS-FIRED WATER HEATER |
192 | FIGURE 503.1(3) SPECIAL HEAT TRAP PIPE NIPPLE |
193 | FIGURE 503.1(4) PIPE AND FITTING U-SHAPE HEAT TRAPS FIGURE 503.1(5) FLEXIBLE WATER CONNECTOR LOOP HEATER |
194 | FIGURE 503.2 CIRCULATING-TYPE WATER HEATERS CONNECTED TO STORAGE TANKS SECTION 504 SAFETY DEVICES |
195 | FIGURE 504.2 WATER HEATER WITH BOTTOM FEED FIGURE 504.3 ELECTRIC DISCONNECT ADJACENT TO WATER HEATER |
196 | FIGURE 504.4 COMBINATION TEMPERATURE AND PRESSURE-RELIEF VALVE |
197 | FIGURE 504.4.1 TEMPERATURE- AND PRESSURE-RELIEF VALVE INSTALLATION FIGURE 504.5 COMBINATION TEMPERATURE AND PRESSURE-RELIEF VALVE LABEL |
199 | FIGURE 504.6(1) RELIEF VALVE DISCHARGE |
200 | FIGURE 504.6(2) RELIEF VALVE INDIRECT WASTE FIGURE 504.6(3) T&P RELIEF VALVE PERMITTED TO DISCHARGE TO THE PAN |
201 | FIGURE 504.6(4) CAPPED RELIEF VALVE TANK TAPPING AND PLUGGED RELIEF VALVE OPENING |
202 | FIGURE 504.7(1) WATER HEATER IN PAN |
203 | SECTION 505 INSULATION BIBLIOGRAPHY |
204 | CHAPTER 6: WATER SUPPLY AND DISTRIBUTION GENERAL COMMENTS PURPOSE SECTION 601 GENERAL |
205 | SECTION 602 WATER REQUIRED |
206 | SECTION 603 WATER SERVICE |
207 | FIGURE 603.1(1) WATER SERVICE SYSTEM, PUBLIC WATER MAIN |
208 | FIGURE 603.1(2) WATER SERVICE SYSTEM, PRIVATE WELL |
209 | FIGURE 603.1(3) DIFFERENCE IN ELEVATION, LOSS OF PRESSURE FIGURE 603.1(4) DIFFERENCE IN ELEVATION, GAIN OF PRESSURE |
211 | FIGURE 603.1(5) FRICTION LOSS IN SDR 9 PEX TUBING |
212 | FIGURE 603.1(6) CAVITATION |
213 | FIGURE 603.1(7) FRICTION LOSS FOR DISPLACEMENT-TYPE WATER METERS |
214 | FIGURE 603.1(8) FRICTION LOSS IN SMOOTH PIPE (Type L, ASTM B88 COPPER TUBING) |
216 | FIGURE 603.2(1) SEPARATION OF WATER SERVICE AND BUILDING SEWER |
217 | FIGURE 603.2(2) WATER SERVICE CROSSING OVER BUILDING SEWER FIGURE 603.2.1 MINIMUM HORIZONTAL SEPARATION DISTANCES BETWEEN WATER SOURCE ELEMENTS AND SOIL ABSORPTION SYSTEM COMPONENTS SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM |
219 | FIGURE 604.1(1) MAXIMUM FLOW VELOCITY FOR VARIOUS PIPE |
220 | FIGURE 604.1(2) WATER SYSTEM SCHEMATIC, THREE-STORY COMPACT BUILDING |
221 | FIGURE 604.1(3) SOLUTION FOR SAMPLE PROBLEM 1 |
222 | FIGURE 604.1(4) WATER SYSTEM SCHEMATIC, SINGLE-STORY, 16-UNIT MOTEL |
223 | FIGURE 604.1(5) SPREADSHEET SETUP FOR SAMPLE PROBLEM 2 |
224 | FIGURE 604.1(6) COMPLETED SPREADSHEET FOR SAMPLE PROBLEM 2—COLD SIDE |
225 | FIGURE 604.1(7) COMPLETED SPREADSHEET FOR SAMPLE PROBLEM 2—HOT SIDE |
226 | FIGURE 604.1(8) WATER SYSTEM SCHEMATIC, EIGHT-STORY, 96-UNIT APARTMENT BUILDING FIGURE 604.1(9) SAMPLE PROBLEM 3—PIPE SIZING TABLE |
227 | FIGURE 604.1(10) SAMPLE PROBLEM 3—SECTION PIPE SIZES |
229 | TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS |
230 | TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS |
231 | FIGURE 604.5 WATER SUPPLY CONNECTION WITH REDUCED-SIZE FLEXIBLE SUPPLY |
232 | TABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES |
234 | FIGURE 604.9(1) EXAMPLE OF MECHANICAL WATER-HAMMER ARRESTORS |
235 | FIGURE 604.9(2) AIR CHAMBER WATER-HAMMER ARRESTOR TABLE 604.10.1 MANIFOLD SIZING |
236 | FIGURE 604.10(1) FIELD-BUILT MANIFOLD FOR PARALLEL WATER DISTRIBUTION FIGURE 604.10(2) FACTORY-BUILT MANIFOLD FOR PARALLEL WATER DISTRIBUTION |
237 | SECTION 605 MATERIALS, JOINTS AND CONNECTIONS |
239 | FIGURE 605.3(1) PLASTIC WATER SERVICE EXTENDING INTO BUILDING FIGURE 605.3(2) PLASTIC WATER SERVICE EXTENDING UNDER SLAB AND THEN INTO BUILDING |
240 | TABLE 605.3 WATER SERVICE PIPE |
243 | FIGURE 605.3(1) DUCTILE IRON PIPE LINING THICKNESS |
244 | FIGURE 605.3(2) STEEL PIPE DIMENSIONS SCHEDULE 40 FIGURE 605.3(3) SAMPLE MARKING OF PEX TUBING |
246 | TABLE 605.4 WATER DISTRIBUTION PIPE |
247 | TABLE 605.5 PIPE FITTINGS |
248 | FIGURE 605.5.1 DRILLING AND PULLING BRANCH OUTLETS FIGURE 605.5.1.1 SPECIALLY PREPARED BRANCH PIPE END FIGURE 605.5.1.2 BRAZED CONNECTION |
249 | TABLE 605.7 VALVES TABLE 605.8 MANUFACTURED PIPE NIPPLES |
251 | FIGURE 605.11.1 HEAT APPLICATION OF BRAZED JOINT |
253 | FIGURE 605.13.3 PREPARATION OF PIPE END |
254 | FIGURE 605.14.2(1) TYPICAL FLARED TUBE JOINT FIGURE 605.14.2(2) TYPICAL FLARED TUBE JOINT |
257 | FIGURE 605.17.2 PEX TUBING CONNECTION |
258 | FIGURE 605.19.4 BENDING |
260 | FIGURE 605.24.1(1) CORROSIVE HIERARCHY OF METALS |
261 | FIGURE 605.24.1(2) DIELECTRIC UNION FIGURE 605.24.1(3) DIELECTRIC FLANGE FITTING FIGURE 605.24.1(4) CORROSION CAUSED BY ABSENCE OF DIELECTRIC FITTINGS |
262 | SECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM |
263 | 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 |
264 | FIGURE 606.1(3) VALVES FOR EACH RISER AND DOWNFEED FIGURE 606.1(4) DWELLING UNIT VALVE |
265 | FIGURE 606.1(5) VALVES ON SUPPLY TO EACH TANK FIGURE 606.1(6) WATER HEATER VALVE |
266 | FIGURE 606.2(1) SHUTOFF VALVE FOR EACH FIXTURE |
267 | FIGURE 606.2(2) SILL FAUCET VALVE |
268 | TABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS |
269 | TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS SECTION 607 HOT WATER SUPPLY SYSTEM |
271 | FIGURE 607.2 AUTOMATIC TEMPERATURE MAINTENANCE SYSTEM BY HOT WATER (PUMPED) CIRCULATION LOOP |
273 | FIGURE 607.2.3(1) PROPER RECIRCULATION RETURN FIGURE 607.2.3(2) PROHIBITED RECIRCULATION RETURN |
274 | FIGURE 607.2.3(3) PROHIBITED RECIRCULATION RETURN |
276 | FIGURE 607.3 THERMAL EXPANSION CONTROL |
282 | SECTION 608 PROTECTION OF POTABLE WATER SUPPLY |
283 | FIGURE 608.1(1) ATMOSPHERIC PRESSURE |
284 | FIGURE 608.1(2) PRESSURE EXERTED BY 1 CUBIC FOOT OF WATER |
285 | 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 FIGURE 608.1(6) OPEN TUBE INSERTED IN CONTAINER OF WATER |
286 | TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS |
287 | FIGURE 608.1(7) VACUUM APPLIED TO A SEALED TUBE INSERTED IN A CONTAINER OF WATER FIGURE 608.1(8) EXAMPLE OF SIMPLE SIPHON FIGURE 608.1(9) EXAMPLE OF ASPIRATION OR VENTURI PRINCIPLE |
288 | FIGURE 608.1(10) EXAMPLE OF PUMP CAUSING NEGATIVE PRESSURE |
289 | FIGURE 608.6.1 CONNECTION BETWEEN TWO SYSTEMS |
290 | FIGURE 608.7(1) YARD HYDRANT WITH STOP AND WASTE VALVE FIGURE 608.7(2) PROHIBITED INSTALLATION OF YARD HYDRANTS CONNECTED TO WATER SERVICE L |
291 | FIGURE 608.8.1 “PICTOGRAPH—DO NOT DRINK” TABLE 608.8.2.2 SIZE OF PIPE IDENTIFICATION |
294 | FIGURE 608.13.4 BAROMETRIC LOOP |
295 | FIGURE 608.13.5 PRESSURE VACUUM BREAKER |
296 | FIGURE 608.13.7 DOUBLE CHECK-VALVE ASSEMBLY |
298 | FIGURE 608.15.1(1) AIR GAP FOR A LAVATORY FAUCET |
299 | FIGURE 608.15.1(2) AIR GAP PIPING SYSTEM TABLE 608.15.1 MINIMUM REQUIRED AIR GAPS |
300 | FIGURE 608.15.1(3) AIR GAPS—LOCATED NEAR SINGLE WALL FIGURE 608.15.1(4) AIR GAPS—LOCATED NEAR INTERSECTING WALLS |
301 | FIGURE 608.15.4 SUBMERGED INLET PROTECTED BY VACUUM BREAKER FIGURE 608.15.4.2(1) HOSE (SILL) FAUCET WITHOUT VACUUM BREAKER |
302 | FIGURE 608.15.4.2(2) HOSE (SILL) FREEZEPROOF FAUCET WITH INTEGRAL VACUUM BREAKER FIGURE 608.15.4.2(3) HOSE CONNECTION VACUUM BREAKER |
303 | FIGURE 608.16.1 BEVERAGE DISPENSER FIGURE 608.16.2 FOR BOILER WITHOUT CONDITIONING CHEMICALS |
304 | FIGURE 608.16.3(1) GOSSELIN RATINGS FIGURE 608.16.3(2) HEAT TRANSFER FLUIDS (ESSENTIALLY NONTOXIC) GOSSELIN RATING OF 1 FIGURE 608.16.3(3) DOUBLE WALL HEAT EXCHANGER |
306 | FIGURE 608.16.4(1) COMBINATION WATER DISTRIBUTION/AUTOMATIC SPRINKLER SYSTEM FIGURE 608.16.4(2) COMMON FIRE SPRINKLER AND DOMESTIC WATER SUPPLY |
308 | FIGURE 608.16.6 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER |
310 | TABLE 608.17.1 DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES FIGURE 608.17.3 DEPTH OF WELL |
311 | FIGURE 608.17.4 WELL CASING FIGURE 608.17.5 CASING FOR DRILLED OR DRIVEN WELL FIGURE 608.17.7 DUG WELL COVER SECTION 609 HEALTH CARE PLUMBING |
312 | FIGURE 609.2 DUAL WATER SERVICE FOR HOSPITALS |
313 | SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM |
314 | SECTION 611 DRINKING WATER TREATMENT UNITS SECTION 612 SOLAR SYSTEMS |
315 | SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES BIBLIOGRAPHY |
316 | CHAPTER 7: SANITARY DRAINAGE GENERAL COMMENTS PURPOSE SECTION 701 GENERAL |
317 | FIGURE 701.3(1) COMMON BUILDING SEWER LOCATED WITHIN AN APPROVED PUBLIC SEWER EASEMENT FIGURE 701.3(2) BUILDINGS ON SAME LOT |
318 | SECTION 702 MATERIALS |
319 | TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE |
321 | FIGURE 702.1 STEEL PIPE DIMENSIONS |
322 | TABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE |
323 | TABLE 702.3 BUILDING SEWER PIPE |
324 | TABLE 702.4 PIPE FITTINGS |
326 | SECTION 703 BUILDING SEWER SECTION 704 DRAINAGE PIPING INSTALLATION TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE |
327 | FIGURE 704.3 HYDRAULIC JUMP SECTION 705 JOINTS |
329 | FIGURE 705.3.1 HEAT APPLICATION OF BRAZED JOINT |
330 | FIGURE 705.4.1 CAULKED JOINT FOR HUB AND SPIGOT (CAST-IRON) FIGURE 705.4.2 CAST-IRON COMPRESSION GASKET |
331 | FIGURE 705.4.3 HUBLESS CAST-IRON DRAINAGE PIPE JOINT FIGURE 705.5 CONCRETE MECHANICAL JOINT |
332 | FIGURE 705.6.3 PREPARATION OF PIPE END |
334 | FIGURE 705.10.2 LEAD-WIPED JOINT |
337 | FIGURE 705.16.3 CAST-IRON ADAPTER FITTING TABLE 705.18 CAULKING FERRULE SPECIFICATIONS |
338 | FIGURE 705.17(1) SLIP JOINT FIGURE 705.17(2) SLIP JOINTS TABLE 705.19 SOLDERING BUSHING SPECIFICATIONS SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS |
339 | TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION |
341 | FIGURE 706.3(1) COMPARISON OF DIFFERENT 1 1/2-INCH-LONG SWEEPS FOR VARIOUS PIPING MATERIALS FIGURE 706.3(2) COMPARISON OF 3-INCH COMBINATION WYE AND EIGHTH BEND FOR VARIOUS PIPING MATERIALS FIGURE 706.3(3) DRAINAGE PATTERN FITTINGS |
342 | FIGURE 706.3(3)—continued DRAINAGE PATTERN FITTINGS FIGURE 706.3(4) DIFFERENCE BETWEEN PVC PLASTIC 1/4-BEND SHORT SWEEP AND 1/4-BEND VENT |
343 | FIGURE 706.3(5) BACK-TO-BACK FIXTURES FIGURE 706.3(6) HEEL INLET FITTINGS FIGURE 706.3(7) COMBINATION TEES |
344 | FIGURE 706.3(8) FITTING USES FIGURE 706.3(9) IMPROPER USE OF DWV-PVC/ABS 90-DEGREE FITTINGS |
345 | FIGURE 706.3(10) PROPER USE OF DWV-PVC/ABS 90-DEGREE FITTINGS FIGURE 706.4(1) HEEL- AND SIDE-INLET QUARTER BEND APPLICATION RESTRICTIONS FIGURE 706.4(2) SIDE-INLET QUARTER BEND FOR WATER CLOSET |
346 | SECTION 707 PROHIBITED JOINTS AND CONNECTIONS SECTION 708 CLEANOUTS |
347 | FIGURE 708.1.2 MANHOLES INSIDE THE BUILDING |
348 | FIGURE 708.1.3 CLEANOUTS AT SEWER JUNCTION |
349 | FIGURE 708.1.4 CLEANOUTS |
350 | FIGURE 708.1.5(1) ACCEPTABLE CLEANOUTS FIGURE 708.1.5(2) CLEANOUT SIZES FOR CAST-IRON PIPING |
351 | FIGURE 708.1.8 TWO-WAY CLEANOUT FITTING FIGURE 708.1.9 CLEARANCE FOR CLEANOUTS |
352 | FIGURE 708.1.10 CLEANOUT INSTALLATIONS FIGURE 708.1.10.1 CLEANOUTS ON CONCEALED PIPING |
353 | SECTION 709 FIXTURE UNITS |
354 | TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS |
355 | TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS SECTION 710 DRAINAGE SYSTEM SIZING |
356 | TABLE 710.1(1) BUILDING DRAINS AND SEWERS FIGURE 710.1(1) BUILDING DRAIN SIZING |
357 | FIGURE 710.1(2) HORIZONTAL BRANCH TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa |
358 | FIGURE 710.1(3) ALLOWABLE STACK DRAINAGE FIXTURE UNITS |
359 | FIGURE 710.1(4) STACK SIZING FIGURE 710.1(5) EXAMPLE OF SIZING STACK GREATER THAN THREE BRANCH INTERVALS FIGURE 710.1(6) SIZING OF STACK THREE BRANCH INTERVALS OR LESS |
360 | FIGURE 710.1(7) FLOW IN A STACK FIGURE 710.1(8) REDUCING SIZE OF DRAINAGE STACK SECTION 711 OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE |
361 | FIGURE 711.1(1) VERTICAL STACK OFFSET WITHOUT BRANCH CONNECTIONS WITHIN 2 FEET ABOVE OR BELOW OFFSET |
362 | FIGURE 711.1(2) VERTICAL STACK OFFSET WITH BRANCH CONNECTIONS WITHIN 2 FEET ABOVE OR BELOW OFFSET |
363 | FIGURE 711.2(1) HORIZONTAL STACK OFFSET WITH VENTING |
364 | FIGURE 711.2(2) HORIZONTAL STACK OFFSET WITH VENTING EXAMPLE |
365 | FIGURE 711.2.1 HORIZONTAL STACK OFFSET—VENTING NOT REQUIRED |
366 | FIGURE 711.3(1) VERTICAL OFFSET SIZING WHERE THERE ARE NO STACK CONNECTIONS BELOW OFFSET FIGURE 711.3(2) HORIZONTAL OFFSET SIZING WHERE THERE ARE NO STACK CONNECTIONS BELOW OFFSET SECTION 712 SUMPS AND EJECTORS |
367 | FIGURE 712.1(1) PNEUMATIC SEWAGE EJECTOR FIGURE 712.1(2) VERTICAL SUSPENDED WET PIT SEWAGE PUMP |
368 | FIGURE 712.2 SEWAGE EJECTOR INSTALLATION |
371 | FIGURE 712.4.1(1) MACERATING TOILET SYSTEMS FIGURE 712.4.1(2) MACERATING TOILET SYSTEMS |
372 | TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION 713 HEALTH CARE PLUMBING |
373 | FIGURE 713.3 COMMON INDIRECT WASTE PIPE FOR STERILIZERS |
374 | FIGURE 713.6 CENTRAL VACUUM SYSTEM |
375 | FIGURE 713.9.1(1) LOCAL VENT STACK FIGURE 713.9.1(2) MULTIPLE CONNECTION FOR BEDPAN WASHERS TO LOCAL VENT STACK FIGURE 713.9.2 BOTTOM CONNECTION TO LOCAL VENT STACK |
376 | FIGURE 713.10 STERILIZER PIPING TABLE 713.11.1 STACK SIZES FOR BEDPAN STEAMERS AND BOILING-TYPE STERILIZERS TABLE 713.11.3 STACK SIZES FOR PRESSURE STERILIZERS |
377 | FIGURE 713.11.4 PRESSURE INSTRUMENT WASHER STERILIZER SIZES SECTION 714 COMPUTERIZED DRAINAGE DESIGN SECTION 715 BACKWATER VALVES |
378 | FIGURE 715.1(1) BACKWATER VALVE SECTION 716 VACUUM DRAINAGE SYSTEMS |
379 | FIGURE 715.1(2) BACKWATER VALVES |
380 | SECTION 717 REPLACEMENT OF UNDERGROUND SEWERS BY PIPE-BURSTING METHODS |
382 | CHAPTER 8: INDIRECT/SPECIAL WASTE GENERAL COMMENTS PURPOSE SECTION 801 GENERAL SECTION 802 INDIRECT WASTES |
383 | FIGURE 802.1.1(1) INDIRECTLY CONNECTED THREE-COMPARTMENT FOOD PREPARATION SINK |
384 | FIGURE 802.1.1(2) REFRIGERATED FOOD CASE DISCHARGING TO HUB DRAIN FIGURE 802.1.1(3) RESTAURANT KITCHEN INDIRECT WASTE |
385 | FIGURE 802.1.2 FLOOR DRAIN IN FOOD STORAGE FREEZER FIGURE 802.1.3 INDIRECT WASTE |
386 | FIGURE 802.1.5 INDIRECT WASTE—CLEAR-WATER WASTE |
387 | FIGURE 802.1.6 RESIDENTIAL DISHWASHER WASTE CONNECTIONS FIGURE 802.1.7 COMMERCIAL DISHWASHER WASTE CONNECTION |
388 | FIGURE 802.2 TRAPS FOR INDIRECT WASTE PIPES |
389 | FIGURE 802.2.1 AIR GAP FIGURE 802.2.2(1) AIR BREAK |
390 | FIGURE 802.2.2(2) AIR BREAK FIGURE 802.3(1) WASTE RECEPTORS |
391 | FIGURE 802.3(2) WASTE RECEPTORS FIGURE 802.3(3) PROHIBITED LOCATIONS FOR WASTE RECEPTORS |
392 | 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 |
393 | FIGURE 802.3.3 STANDPIPES SECTION 803 SPECIAL WASTES |
394 | SECTION 804 MATERIALS, JOINTS AND CONNECTIONS |
396 | CHAPTER 9: VENTS GENERAL COMMENTS PURPOSE SECTION 901 GENERAL |
397 | FIGURE 901.2(1) LOSS OF TRAP SEAL FIGURE 901.2(2) MAXIMUM TRAP SEAL RESISTANCE |
398 | SECTION 902 MATERIALS |
399 | SECTION 903 VENT TERMINALS FIGURE 903.1 VENT TERMINAL |
400 | FIGURE 903.5 SEPARATION OF VENT TERMINAL |
401 | FIGURE 903.6 SIDEWALL VENT SECTION 904 OUTDOOR VENT EXTENSIONS FIGURE 904.1(1) REDUCTION OF STACK VENT CONNECTION |
402 | FIGURE 904.1(2) STACK VENT |
403 | FIGURE 904.1(3) REQUIRED VENT TO OUTDOORS |
404 | FIGURE 904.4 VENT CONNECTION AT BASE OF STACK FIGURE 904.5 VENT HEADERS |
405 | SECTION 905 VENT CONNECTIONS AND GRADES FIGURE 905.2 GRADE OF VENTS |
406 | FIGURE 905.3 VENT CONNECTIONS |
407 | FIGURE 905.4 VERTICAL RISE OF VENT |
408 | 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 |
409 | SECTION 906 VENT PIPE SIZING FIGURE 906.1(1) VENT STACK SIZING |
410 | FIGURE 906.1(2) VENT STACK SIZING FIGURE 906.1(3) STACK VENT SIZING |
411 | TABLE 906.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS |
412 | FIGURE 906.2(1) VENT SIZING FIGURE 906.2(2) VENT SIZING |
413 | FIGURE 906.2(3) VENT SIZING FIGURE 906.2(4) VENT SIZING |
414 | FIGURE 906.3(1) DEVELOPED LENGTH OF VENTS FIGURE 906.3(2) DEVELOPED LENGTH OF VENTS |
415 | FIGURE 906.4 COMMON BRANCH VENT FIGURE 906.5.1 SUMP VENT SECTION 907 VENTS FOR STACK OFFSETS |
416 | TABLE 906.5.1 SIZE AND LENGTH OF SUMP VENTS FIGURE 907.2 VENT CONNECTIONS FOR HORIZONTAL OFFSET |
417 | SECTION 908 RELIEF VENTS—STACKS OF MORE THAN 10 BRANCH INTERVALS FIGURE 908.1 RELIEF VENT CONNECTION |
418 | SECTION 909 FIXTURE VENTS FIGURE 909.1(1) DISTANCE FROM TRAP TO VENT TABLE 909.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT |
419 | FIGURE 909.1(2) MAXIMUM FALL OF FIXTURE DRAIN BETWEEN TRAP AND VENT FIGURE 909.1(3) TRAP TO VENT DISTANCE FOR WATER CLOSETS |
420 | FIGURE 909.2(1) VENT CONNECTION |
421 | FIGURE 909.2(2) SELF-SIPHONING PHENOMENON FIGURE 909.3(1) CROWN VENTING FIGURE 909.3(2) MINIMUM TRAP TO VENT DISTANCE SECTION 910 INDIVIDUAL VENT |
422 | FIGURE 910.1(2) IMPROPERLY INSTALLED INDIVIDUAL VENTS FIGURE 910.1(1) INDIVIDUAL VENTS SECTION 911 COMMON VENT |
423 | FIGURE 911.1 COMMON VENTS FIGURE 911.2 COMMON VENTS WITH FIXTURE DRAINS CONNECTING AT SAME LEVEL |
424 | TABLE 911.3 COMMON VENT SIZES FIGURE 911.3 COMMON VENTS WITH FIXTURE DRAINS CONNECTING AT DIFFERENT LEVELS |
425 | SECTION 912 WET VENTING FIGURE 912.1(1) HORIZONTAL WET VENTING OF BATHROOM FIXTURES |
426 | FIGURE 912.1(2) HORIZONTAL WET VENT WITH INDIVIDUAL VENT FIGURE 912.1(3) HORIZONTAL WET VENT WITH COMMON VENTED FIXTURES UPSTREAM FIGURE 912.1(4) PROHIBITED CONNECTION OF TWO FIXTURES UPSTREAM OF DRY-VENTED FIXTURE CONNECTION FIGURE 912.1(5) PROHIBITED CONNECTION OF TWO FIXTURES UPSTREAM OF DRY-VENTED FIXTURE CONNECTION |
427 | FIGURE 912.1(6) HORIZONTAL WET VENT WITH COMMON VENT WITH AN ADDITIONAL INDIVIDUALLY DRY-VENTED FIXTURE FIGURE 912.1(7) HORIZONTAL WET VENT WITH THREE ADDITIONAL INDEPENDENTLY VENTED FIXTURES |
428 | FIGURE 912.1(8) HORIZONTAL WET VENT SIZING (PRIVATE BATH GROUP) FIGURE 912.1(9) HORIZONTAL WET VENT (PUBLIC BATH GROUP) FIGURE 912.1(10) HORIZONTAL WET VENT |
429 | FIGURE 912.1(11) HORIZONTAL WET VENT FIGURE 912.1(12) HORIZONTAL WET VENT FIGURE 912.1(13) NONCOMPLIANT HORIZONTAL WET VENT |
430 | FIGURE 912.1(14) NONCOMPLIANT HORIZONTAL WET VENT FIGURE 912.1(15) NONCOMPLIANT HORIZONTAL WET VENT |
431 | FIGURE 912.1(16) NONCOMPLIANT HORIZONTAL WET VENT FIGURE 912.1(17) NONCOMPLIANT HORIZONTAL WET VENT FIGURE 912.1(18) NONCOMPLIANT HORIZONTAL WET VENT |
432 | FIGURE 912.1(19) MULTIFLOOR WET VENTING FIGURE 912.1(20) SINGLE BATHROOM GROUP (PRIVATE) WET VENT FIGURE 912.1(21) DOUBLE BATHROOM GROUP (PRIVATE) WET VENT FIGURE 912.1(22) WET VENT VARIATIONS FOR A SINGLE BATHROOM GROUP |
433 | FIGURE 912.1(23) HORIZONTAL WET VENTING FIGURE 912.1(24) MULTIPLE INDIVIDUAL VENTS |
434 | FIGURE 912.1.1(1) VERTICAL WET VENT OF SINGLE BATHROOM GROUP FIGURE 912.1.1(2) VERTICAL WET VENT OF TWO BATHROOM GROUPS FIGURE 912.1.1(3) VERTICAL WET VENT OF TWO BATHROOM GROUPS |
435 | FIGURE 912.1.1(4) VERTICAL WET VENTING |
436 | TABLE 912.3 WET VENT SIZE SECTION 913 WASTE STACK VENT |
437 | FIGURE 913.2(1) WASTE STACK VENT FIGURE 913.2(2) WASTE STACK VENT |
438 | FIGURE 913.3 WASTE STACK VENT OFFSETS AND STACK VENT CONNECTIONS TABLE 913.4 WASTE STACK VENT SIZE |
439 | SECTION 914 CIRCUIT VENTING |
440 | FIGURE 914.1(1) CIRCUIT VENTING |
441 | FIGURE 914.1(2) ROUGH-IN FOR EIGHT CIRCUIT-VENTED FIXTURES FIGURE 914.1.1 MULTIPLE CIRCUIT-VENTED BRANCHES |
442 | FIGURE 914.2 BACK-TO-BACK WATER CLOSETS CIRCUIT VENTED FIGURE 914.3 SIZING A CIRCUIT VENT SYSTEM |
443 | FIGURE 914.3.1 SIZING MULTIPLE CIRCUIT-VENTED BRANCHES FIGURE 914.4.1 CIRCUIT VENT WITH RELIEF VENT CONNECTION |
444 | FIGURE 914.5(1) CIRCUIT-VENTED BRANCH WITH ADDITIONAL FIXTURE CONNECTIONS FIGURE 914.5(2) CIRCUIT-VENTED BRANCH WITH ADDITIONAL FIXTURE CONNECTIONS |
445 | SECTION 915 COMBINATION WASTE AND VENT SYSTEM FIGURE 915.2(1) COMBINATION WASTE AND VENT |
446 | FIGURE 915.2(2) COMBINATION WASTE AND VENT FIGURE 915.2(3) COMBINATION WASTE AND VENT |
447 | FIGURE 915.2(4) COMBINATION WASTE AND VENT |
448 | FIGURE 915.2(5) VERTICAL FIXTURE DRAIN COMPONENT IN COMBINATION DRAIN AND VENT SYSTEM TABLE 915.2.2 SIZE OF COMBINATION WASTE AND VENT PIPE |
449 | FIGURE 915.2.2(1) COMBINATION WASTE AND VENT FIGURE 915.2.2(2) COMBINATION WASTE AND VENT |
450 | FIGURE 915.2.2(3) COMBINATION WASTE AND VENT FIGURE 915.2.2(4) COMBINATION WASTE AND VENT |
451 | FIGURE 915.2.2(5) COMBINATION WASTE AND VENT |
452 | SECTION 916 ISLAND FIXTURE VENTING FIGURE 916.2 ISLAND FIXTURE VENT |
453 | SECTION 917 SINGLE STACK VENT SYSTEM TABLE 917.2 SINGLE STACK SIZE |
454 | FIGURE 917.3(1) WATER CLOSET WITHIN 18 INCHES OF STACK AND 3-INCH HORIZONTAL BRANCH CONNECTING TO WYE ON STACK FIGURE 917.3(2) WATER CLOSET WITHIN 18 INCHES OF STACK AND 3-INCH HORIZONTAL BRANCH CONNECTING TO SANITARY TEE ON STACK |
455 | FIGURE 917.4.1(1) WATER CLOSETS NOT MORE THAN 4 FEET FROM STACK WHEN BRANCH CONNECTS THROUGH WYE TO STACK |
456 | FIGURE 917.4.1(2) WATER CLOSETS NOT MORE THAN 8 FEET FROM STACK WHEN BRANCH CONNECTS THROUGH SANITARY TEE TO STACK |
457 | FIGURE 917.4.2 MAXIMUM HORIZONTAL DEVELOPED LENGTH FROM STACK FOR FIXTURES OTHER THAN WATER CLOSETS |
458 | FIGURE 917.7 OFFSET VENTING REQUIREMENT FOR SINGLE STACK VENT SYSTEM SECTION 918 AIR ADMITTANCE VALVES |
459 | FIGURE 917.8 LOWER TWO FLOORS ON SEPARATE STACK FIGURE 918.3.1(1) AIR ADMITTANCE—INDIVIDUAL VENT |
460 | FIGURE 918.3.1(2) COMMON VENT FIGURE 918.3.1(3) WET VENT FIGURE 918.3.1(4) CIRCUIT VENT FIGURE 918.3.1(5) BRANCH VENT |
461 | FIGURE 918.3.1(6) VENT CONNECTION NOT PERMITTED FIGURE 918.3.2 PRESSURE IN DRAINAGE STACK FIGURE 918.4 DISTANCE ABOVE DRAIN |
462 | FIGURE 918.7 VENT TO THE OPEN AIR REQUIRED |
463 | FIGURE 918.8(1) PROHIBITED USE OF AIR ADMITTANCE VALVE FIGURE 918.8(2) ONE MANUFACTURER’S ENGINEERED DESIGN FOR USE OF AN AIR ADMITTANCE VALVE ON A SUMP SECTION 919 ENGINEERED VENT SYSTEMS |
464 | EQUATION 9-1 TABLE 919.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUAL BRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES FIGURE 919.2(1) INDIVIDUAL VENT-DEVELOPED LENGTH |
465 | FIGURE 919.2(2) EXAMPLE OF ENGINEERED REDUCED-SIZE VENT FIGURE 919.2 MAXIMUM LOADS ON MULTIPLE-STORY DRAINAGE STACKS |
466 | SECTION 920 COMPUTERIZED VENT DESIGN BIBLIOGRAPHY |
468 | CHAPTER 10: TRAPS, INTERCEPTORS AND SEPARATORS GENERAL COMMENTS PURPOSE SECTION 1001 GENERAL SECTION 1002 TRAP REQUIREMENTS |
469 | FIGURE 1002.1(1) TRAP REQUIREMENTS |
470 | FIGURE 1002.1(2) TRAP REQUIREMENTS FIGURE 1002.2 SLIP JOINTS IN TRAPS |
471 | FIGURE 1002.3 PROHIBITED TRAPS |
472 | FIGURE 1002.4 TRAP SUBJECT TO EVAPORATION |
473 | FIGURE 1002.4.1.1 TRAP PRIMER FOR FLOOR DRAINS |
474 | FIGURE 1002.6 BUILDING TRAP FIGURE 1002.7 INSTALLATION OF TRAP SECTION 1003 INTERCEPTORS AND SEPARATORS |
475 | FIGURE 1003.2 INTERCEPTORS AND SEPARATORS |
477 | FIGURE 1003.3(1) TYPICAL GRAVITY-TYPE GREASE INTERCEPTOR FIGURE 1003.3(2) TYPICAL HYDROMECHANICAL GREASE INTERCEPTOR |
478 | FIGURE 1003.3.1(1) TYPICAL SINGLE-FIXTURE INSTALLATIONS |
479 | FIGURE 1003.3.1(2) GREASE INTERCEPTOR FOR FIXTURES FIGURE 1003.3.1(3) AUTOMATIC GREASE INTERCEPTOR |
480 | FIGURE 1003.3.1(4) SENSOR-CONTROLLED GREASE RECOVERY DEVICE FIGURE 1003.3.1(5) BIOREMEDIATION GREASE INTERCEPTOR |
481 | FIGURE 1003.3.2 FOOD WASTE GRINDER CONNECTING TO GREASE INTERCEPTOR |
482 | FIGURE 1003.3.4 TYPICAL HYDROMECHANICAL GREASE INTERCEPTOR |
485 | TABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORS |
486 | FIGURE 1003.3.4.2 FLOW CONTROL DEVICE |
488 | FIGURE 1003.3.6 TYPICAL GRAVITY-TYPE GREASE INTERCEPTOR |
492 | FIGURE 1003.9 VENTING OF INTERCEPTORS AND SEPARATORS SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS BIBLIOGRAPHY |
494 | CHAPTER 11: STORM DRAINAGE GENERAL COMMENTS PURPOSE SECTION 1101 GENERAL |
496 | FIGURE 1101.7(1) FLOW RATE, IN GALLONS PER MINUTE, OF VARIOUS SCUPPERS AT VARIOUS WATER DEPTHS FIGURE 1101.7(2) ROOF DRAIN WITH OVERFLOW |
497 | SECTION 1102 MATERIALS TABLE 1102.4 BUILDING STORM SEWER PIPE |
499 | TABLE 1102.5 SUBSOIL DRAIN PIP TABLE 1102.7 PIPE FITTING SECTION 1103 TRAPS |
500 | FIGURE 1103.1 TRAPS ON STORM DRAINS THAT CONNECT TO COMBINATION SANITARY AND STORM SEWER SYSTEMS SECTION 1104 CONDUCTORS AND CONNECTIONS SECTION 1105 ROOF DRAINS |
501 | SECTION 1106 SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS |
502 | FIGURE 1106.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
503 | FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
504 | FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
505 | FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
506 | FIGURE 1106.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
507 | TABLE 1106.2 STORM DRAIN PIPE SIZING TABLE 1106.3 VERTICAL LEADER SIZING |
508 | FIGURE 1106.4 VERTICAL WALLS SECTION 1107 SIPHONIC ROOF DRAINAGE SYSTEMS SECTION 1108 SECONDARY (EMERGENCY) ROOF DRAINS |
509 | TABLE 1106.6 HORIZONTAL GUTTER SIZING |
510 | FIGURE 1108.1 SECONDARY ROOF DRAINAGE NOT REQUIRED FIGURE 1108.2(1) SEPARATE PRIMARY AND SECONDARY ROOF DRAINS |
511 | FIGURE1108.2(2) PROHIBITED SECONDARY ROOF DRAIN CONNECTION FIGURE 1108.3 SIZE OF SCUPPERS |
512 | SECTION 1109 COMBINED SANITARY AND STORM PUBLIC SEWER SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS |
513 | FIGURE 1110.4 MINIMUM NUMBER OF ROOF DRAINS FOR CONTROLLED FLOW SECTION 1111 SUBSOIL DRAINS |
514 | FIGURE 1111.1(1) SUBSOIL DRAIN SUBJECT TO BACKFLOW FIGURE 1111.1(2) SUBSOIL DRAIN |
515 | SECTION 1112 BUILDING SUBDRAINS SECTION 1113 SUMPS AND PUMPING SYSTEMS |
516 | BIBLIOGRAPHY |
518 | CHAPTER 12: SPECIAL PIPING AND STORAGE SYSTEMS GENERAL COMMENTS PURPOSE SECTION 1201 GENERAL SECTION 1202 MEDICAL GASES |
519 | SECTION 1203 OXYGEN SYSTEMS |
520 | BIBLIOGRAPHY |
522 | CHAPTER 13: NONPOTABLE WATER SYSTEMS GENERAL COMMENTS PURPOSE SECTION 1301 GENERAL |
523 | FIGURE 1301.3 PICTOGRAPH—DO NOT DRINK |
529 | SECTION 1302 ON-SITE NONPOTABLE WATER REUSE SYSTEMS |
530 | TABLE 1302.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS |
534 | SECTION 1303 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS |
536 | TABLE 1303.10.1 LOCATION OF RAINWATER STORAGE TANKS |
538 | TABLE 1303.15.8 RAINWATER QUALITY |
539 | SECTION 1304 RECLAIMED WATER SYSTEMS |
540 | CHAPTER 14: SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS GENERAL COMMENTS PURPOSE SECTION 1401 GENERAL SECTION 1402 SYSTEM DESIGN AND SIZING EQUATION 14-1 |
542 | TABLE 1402.3 LOCATION OF SUBSURFACE IRRIGATION SYSTEM SECTION 1403 INSTALLATION |
543 | TABLE 1403.1.1 DESIGN LOADING RATE TABLE 1403.2 DISTRIBUTION PIPE |
544 | BIBLIOGRAPHY |
546 | CHAPTER 15: REFERENCED STANDARDS GENERAL COMMENTS PURPOSE |
547 | FIGURE 15 REFERENCED STANDARDS AHRI |
548 | ANSI API ASME |
549 | ASPE |
550 | ASSE |
551 | ASTM |
554 | AWS AWWA |
555 | CISPI CSA |
556 | IAPMO ICC |
557 | ISEA MSS NFPA NSF |
558 | PDI UL |
560 | APPENDIX A: PLUMBING GPERMIT FEE SCHEDULE GENERAL COMMENTS PURPOSE |
562 | APPENDIX B: RATES OF RAINFALL FOR VARIOUS CITIES GENERAL COMMENTS PURPOSE |
564 | APPENDIX C: STRUCTURAL SAFETY GENERAL COMMENTS PURPOSE SECTION C101 CUTTING, NOTCHING AND BORING IN WOOD MEMBERS FIGURE C101.1 CUTTING, NOTCHING AND BORING JOISTS |
565 | FIGURE C101.2 CUTTING, NOTCHING AND BORED HOLES |
566 | APPENDIX D: DEGREE DAY AND DESIGN TEMPERATURES GENERAL COMMENTS PURPOSE LOAD CALCULATIONS PIPING INSULATION PROTECTION OF VENT TERMINALS |
567 | TABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
568 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
569 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
570 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
571 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
572 | BIBLIOGRAPHY |
574 | APPENDIX E: SIZING OF WATER PIPING SYSTEM GENERAL COMMENTS PURPOSE SECTION E101 GENERAL SECTION E102 INFORMATION REQUIRED |
575 | SECTION E103 SELECTION OF PIPE SIZE |
580 | TABLE E.1 TABLE E.2 |
581 | FIGURE E103.3(1) EXAMPLE—SIZING |
582 | TABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS |
583 | TABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa |
584 | TABLE E103.3(3) TABLE FOR ESTIMATING DEMAND |
585 | 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) |
586 | 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) |
587 | FIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING) |
588 | FIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING) |
589 | FIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING) |
590 | FIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa |
591 | FIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa |
592 | FIGURE E103.3(7) FRICTION LOSS IN ROUGH PIPEa |
593 | SECTION E201 SELECTION OF PIPE SIZE SECTION E202 DETERMINATION OF PIPE VOLUMES |
594 | TABLE E201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES |
595 | TABLE E201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPINGBASED ON WATER SUPPLY FIXTURE UNIT VALUES |
596 | TABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING |
598 | INDEX |
608 | EDITORIAL CHANGES |
610 | SIGNIFICANT CHANGES TO THE 2015 INTERNATIONAL CODES |
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