{"id":175844,"date":"2024-10-19T10:53:56","date_gmt":"2024-10-19T10:53:56","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ipc-commentary-2nd-2015\/"},"modified":"2024-10-25T03:08:19","modified_gmt":"2024-10-25T03:08:19","slug":"icc-ipc-commentary-2nd-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ipc-commentary-2nd-2015\/","title":{"rendered":"ICC IPC Commentary 2nd 2015"},"content":{"rendered":"

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\u00ae (IPC\u00ae).<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\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>\n2015 INTERNATIONAL PLUMBING CODE\u00ae CODE AND COMMENTARY <\/td>\n<\/tr>\n
2<\/td>\n2015 IPC\u00ae CODE AND COMMENTARY TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
8<\/td>\nCHAPTER 1: SCOPE AND ADMINISTRATION
GENERAL COMMENTS
PURPOSE
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL <\/td>\n<\/tr>\n
9<\/td>\nSECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
12<\/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
14<\/td>\nSECTION 105 APPROVAL <\/td>\n<\/tr>\n
16<\/td>\nSECTION 106 PERMITS <\/td>\n<\/tr>\n
20<\/td>\nSECTION 107 INSPECTIONS AND TESTING <\/td>\n<\/tr>\n
23<\/td>\nSECTION 108 VIOLATIONS <\/td>\n<\/tr>\n
25<\/td>\nSECTION 109 MEANS OF APPEAL <\/td>\n<\/tr>\n
27<\/td>\nSECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
BIBLIOGRAPHY <\/td>\n<\/tr>\n
28<\/td>\nCHAPTER 2: DEFINITIONS
GENERAL COMMENTS
PURPOSE
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
30<\/td>\nFIGURE 202(1) AIR ADMITTANCE VALVE OPENS
FIGURE 202(2) AIR ADMITTANCE VALVE CLOSES <\/td>\n<\/tr>\n
31<\/td>\nFIGURE 202(3) MECHANICAL VENT NOT CODE COMPLIANT
FIGURE 202(4) AIR GAP, AIR BREAK <\/td>\n<\/tr>\n
35<\/td>\nFIGURE 202(5) DEFINITION OF A BRANCH INTERVAL <\/td>\n<\/tr>\n
36<\/td>\nFIGURE 202(6) BRANCH INTERVALS <\/td>\n<\/tr>\n
37<\/td>\nFIGURE 202(7) BRANCH VENT
FIGURE 202(8) DRAINAGE SYSTEM COMPONENTS <\/td>\n<\/tr>\n
40<\/td>\nFIGURE 202(9) DEPTH OF TRAP SEAL <\/td>\n<\/tr>\n
43<\/td>\nFIGURE 202(10) FIXTURE DRAINS AND FIXTURE BRANCHES
FIGURE 202(11) FIXTURE DRAIN <\/td>\n<\/tr>\n
45<\/td>\nFIGURE 202(12) SENSOR-CONTROLLED GREASE RECOVERY DEVICE <\/td>\n<\/tr>\n
46<\/td>\nFIGURE 202(13) TIMER-CONTROLLED GREASE RECOVERY DEVICE
FIGURE 202(14) GREASE-REMOVAL DEVICE, AUTOMATIC <\/td>\n<\/tr>\n
47<\/td>\nFIGURE 202.(15) TYPES OF WATER DISTRIBUTION SYSTEMS <\/td>\n<\/tr>\n
51<\/td>\nFIGURE 202(16) PARTS OF A PLUMBING SYSTEM <\/td>\n<\/tr>\n
60<\/td>\nCHAPTER 3: GENERAL REGULATIONS
GENERAL COMMENTS
PURPOSE
SECTION 301 GENERAL <\/td>\n<\/tr>\n
61<\/td>\nSECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM <\/td>\n<\/tr>\n
62<\/td>\nSECTION 303 MATERIALS
FIGURE 303.1(1) SAMPLE MARKING OF PVC PRESSURE PIPE <\/td>\n<\/tr>\n
63<\/td>\nFIGURE 303.1(2) MARKING OF PVC GRAVITY SEWER PIPE
SECTION 304 RODENT PROOFING
SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS <\/td>\n<\/tr>\n
64<\/td>\nFIGURE 305.2 THERMAL EXPANSION RATES FOR PIPING MATERIALS <\/td>\n<\/tr>\n
65<\/td>\nFIGURE 305.2(1) \u201cL\u201d BEND
FIGURE 305.2(2) \u201cZ\u201d BEND <\/td>\n<\/tr>\n
66<\/td>\nFIGURE 305.2(3) \u201cU\u201d BEND <\/td>\n<\/tr>\n
67<\/td>\nFIGURE 305.3(1) PIPE PROTECTION
FIGURE 305.3(2) BUILDING DRAIN PENETRATION THROUGH FOUNDATION WALL <\/td>\n<\/tr>\n
68<\/td>\nFIGURE 305.4(1) PROTECTION AGAINST FREEZING
FIGURE 305.4(2) WATER DISTRIBUTION PIPING IN EXTERIOR WALL <\/td>\n<\/tr>\n
69<\/td>\nFIGURE 305.4(3) PIPING IN EXTERIOR WALL <\/td>\n<\/tr>\n
70<\/td>\nFIGURE 305.4(4) TYPICAL FREEZE PROOF HOSE FAUCET INSTALLATION
FIGURE 305.4(5) SEVERE FROST PENETRATION LEVELS <\/td>\n<\/tr>\n
71<\/td>\nFIGURE 305.4(6) REQUIRED BURIAL DEPTH <\/td>\n<\/tr>\n
72<\/td>\nFIGURE 305.5 ROOF PENETRATIONS <\/td>\n<\/tr>\n
73<\/td>\nFIGURE 305.6(1) REQUIRED SHIELD PLATES
FIGURE 305.6(2) PIPE PROTECTION VIOLATION <\/td>\n<\/tr>\n
74<\/td>\nFIGURE 305.7 PROTECTION OF PLUMBING SYSTEM COMPONE
SECTION 306 TRENCHING, EXCAVATION AND BACKFILL <\/td>\n<\/tr>\n
75<\/td>\nFIGURE 306.2 PIPE ON BOTTOM OF TRENCH
FIGURE 306.2.1 OVEREXCAVATED TRENCH <\/td>\n<\/tr>\n
76<\/td>\nFIGURE 306.3 TAMPING LOOSE FILL IN 6-INCH LAYERS
SECTION 307 STRUCTURAL SAFETY <\/td>\n<\/tr>\n
78<\/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 <\/td>\n<\/tr>\n
79<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
80<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
81<\/td>\nFIGURE 307.2(9) VIOLATION: EXTERIOR WALL STUD COMPLETELY <\/td>\n<\/tr>\n
82<\/td>\nFIGURE 307.2(10) REQUIRED TOP PLATE REINFORCEMENT
FIGURE 307.2(11) VIOLATION: WALL TOP PLATES NOT REINFORCED <\/td>\n<\/tr>\n
83<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
84<\/td>\nFIGURE 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) <\/td>\n<\/tr>\n
85<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
86<\/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
87<\/td>\nFIGURE 307.4 VIOLATION: TOP CHORD OF FLOOR TRUSS REMOVED
FIGURE 307.5 EXCAVATION IN RELATION TO FOOTING <\/td>\n<\/tr>\n
88<\/td>\nSECTION 308 PIPING SUPPORT
FIGURE 308.3(1) PLASTIC HANGER STRAP
FIGURE 308.3(2) PLASTIC INSERT FOR COPPER TUBING THROUGH METAL STUD <\/td>\n<\/tr>\n
89<\/td>\nFIGURE 308.4 POOR HANGER ATTACHMENT <\/td>\n<\/tr>\n
90<\/td>\nTABLE 308.5 HANGER SPACING <\/td>\n<\/tr>\n
91<\/td>\nFIGURE 308.5(1) POINT OF MAXIMUM SAG BETWEEN HANGERS
FIGURE 308.5(2) LOCATION OF HANGERS <\/td>\n<\/tr>\n
92<\/td>\nFIGURE 308.6 SWAY BRACING
FIGURE 308.7 RESTRAINED COUPLING <\/td>\n<\/tr>\n
93<\/td>\nFIGURE 308.7.1 ANCHORAGE LOCATION
SECTION 309 FLOOD HAZARD RESISTANCE <\/td>\n<\/tr>\n
94<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
95<\/td>\nFIGURE 308.9(4) PIPE BEND SUPPORT MAINTAINING BEND RADIUS
SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS <\/td>\n<\/tr>\n
96<\/td>\nSECTION 311 TOILET FACILITIES FOR WORKERS
FIGURE 311.1 MINIMUM NUMBER OF TOILET FACILITIES
SECTION 312 TESTS AND INSPECTIONS <\/td>\n<\/tr>\n
98<\/td>\nFIGURE 312.4(1) SMOKE-GENERATING EQUIPMENT <\/td>\n<\/tr>\n
99<\/td>\nFIGURE 312.4(2) SMOKE INDICATING PRESENCE OF LEAK <\/td>\n<\/tr>\n
101<\/td>\nFIGURE 312.9 TESTING OF FIELD-FABRICATED SHOWER LINER <\/td>\n<\/tr>\n
102<\/td>\nSECTION 313 EQUIPMENT EFFICIENCIES
SECTION 314 CONDENSATE DISPOSAL <\/td>\n<\/tr>\n
103<\/td>\nTABLE 314.2.2 CONDENSATE DRAIN SIZING
FIGURE 314.2.3(1) CONDENSATE OVERFLOW SWITCH <\/td>\n<\/tr>\n
104<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
105<\/td>\nSECTION 315 PENETRATIONS <\/td>\n<\/tr>\n
106<\/td>\nSECTION 316 ALTERNATIVE ENGINEERED DESIGN <\/td>\n<\/tr>\n
107<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
108<\/td>\nCHAPTER 4: FIXTURES, FAUCETS AND FIXTURE FITTINGS
GENERAL COMMENTS
PURPOSE
SECTION 401 GENERAL <\/td>\n<\/tr>\n
109<\/td>\nSECTION 402 FIXTURE MATERIALS <\/td>\n<\/tr>\n
110<\/td>\nSECTION 403 MINIMUM PLUMBING FACILITIES
TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
111<\/td>\nTABLE 403.1 \u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
112<\/td>\nTABLE 403.1 \u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
116<\/td>\nFIGURE 403.1(1) SOLUTION SUMMARY FOR SAMPLE PROBLEM 1 <\/td>\n<\/tr>\n
117<\/td>\nFIGURE 403.1(2) SOLUTION SUMMARY FOR SAMPLE PROBLEM 2 <\/td>\n<\/tr>\n
118<\/td>\nFIGURE 403.1(3) SOLUTION SUMMARY FOR SAMPLE PROBLEM 3 <\/td>\n<\/tr>\n
119<\/td>\nFIGURE 403.1(4) SOLUTION SUMMARY FOR SAMPLE PROBLEM 4
FIGURE 403.1(5) BUILDING PLUMBING FIXTURE TOTALS FOR SAMPLE PROBLEM 4 <\/td>\n<\/tr>\n
121<\/td>\nFIGURE 403.3.(1) RESTAURANT ENTRY SIGN <\/td>\n<\/tr>\n
123<\/td>\nFIGURE 403.3.1(1) WALK-UP ICE CREAM SHOP WITH OUTDOOR SEATING
FIGURE 403.3.1(2) CUSTOMER TOILET ACCESS <\/td>\n<\/tr>\n
125<\/td>\nSECTION 404 ACCESSIBLE PLUMBING FACILITIES <\/td>\n<\/tr>\n
127<\/td>\nFIGURE 404(1) WATER CLOSET LOCATIONS
FIGURE 404(2) WATER CLOSET HEIGHT <\/td>\n<\/tr>\n
128<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
129<\/td>\nFIGURE 404(6) INTERNATIONAL SYMBOL FOR ACCESSIBILITY
FIGURE 404(7) CHILDREN’S WATER CLOSET LOCATION
FIGURE 404(8) CHILDREN\u2019S WATER CLOSET HEIGHT AND SIDEWALL GRAB BARS
FIGURE 404(9) WALL HUNG-TYPE URINAL <\/td>\n<\/tr>\n
130<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
131<\/td>\nFIGURE 404(14) GRAB BARS FOR BATHTUBS WITHOUT PERMANENT SEATS
FIGURE 404(15) LOCATION OF BATHTUB CONTROLS <\/td>\n<\/tr>\n
132<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
133<\/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
FIGURE 404(23) GRAB BARS IN ALTERNATE ROLL-IN SHOWERS <\/td>\n<\/tr>\n
134<\/td>\nFIGURE 404(24) ALTERNATE ROLL-IN-TYPE SHOWER CONTROL AND HAND SHOWER LOCATION <\/td>\n<\/tr>\n
135<\/td>\nFIGURE 404(25) HEIGHT OF LAVATORIES AND SINKS
FIGURE 404(26) KNEE CLEARANCE <\/td>\n<\/tr>\n
136<\/td>\nFIGURE 404(27) WALL-MOUNTED ACCESSIBLE LAVATORY
FIGURE 404(28) TOE CLEARANCE
FIGURE 404(29) ACCESSIBLE KITCHEN SINK <\/td>\n<\/tr>\n
137<\/td>\nFIGURE 404(30) ACCESSIBLE DRINKING FOUNT <\/td>\n<\/tr>\n
139<\/td>\nFIGURE 404(31) SWING UP GRAB BAR FOR WATER CLOSET <\/td>\n<\/tr>\n
140<\/td>\nFIGURE 404(32) PARALLEL APPROACH BATHTUB IN TYPE B UNITS
FIGURE 404(33) FORWARD APPROACH BATHTUB IN TYPE B UNITS <\/td>\n<\/tr>\n
142<\/td>\nSECTION 405 INSTALLATION OF FIXTURES <\/td>\n<\/tr>\n
145<\/td>\nFIGURE 405.3.1(1) MINIMUM CLEARANCE BETWEEN FIXTURES <\/td>\n<\/tr>\n
146<\/td>\nFIGURE 405.3.1(2) CORNER SINK USER CLEARANCE
FIGURE 405.3.2 FIXTURE AND PIPING OBSTRUCTION <\/td>\n<\/tr>\n
147<\/td>\nFIGURE 405.3.5(1) URINAL PARTITIONS <\/td>\n<\/tr>\n
148<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
149<\/td>\nFIGURE 405.4.3 WALL-HUNG WATER CLOSET <\/td>\n<\/tr>\n
150<\/td>\nFIGURE 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
151<\/td>\nFIGURE 405.7 FIXTURE OVERFLOW
SECTION 406 AUTOMATIC CLOTHES WASHERS <\/td>\n<\/tr>\n
152<\/td>\nFIGURE 406.2 CLOTHES WASHER TRENCH DRAIN
SECTION 407 BATHTUBS <\/td>\n<\/tr>\n
154<\/td>\nSECTION 408 BIDETS
SECTION 409 DISHWASHING MACHINES
SECTION 410 DRINKING FOUNTAINS <\/td>\n<\/tr>\n
155<\/td>\nFIGURE 410.2 REQUIRED DRINKING FOUNTAINS AND CONFIGURATIONS <\/td>\n<\/tr>\n
156<\/td>\nSECTION 411 EMERGENCY SHOWERS AND EYEWASH STATIONS
FIGURE 411.1 EMERGENCY SHOWER AND EYEWASH STATION <\/td>\n<\/tr>\n
157<\/td>\nSECTION 412 FLOOR AND TRENCH DRAINS <\/td>\n<\/tr>\n
158<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
159<\/td>\nFIGURE 413.3 COMMERCIAL FOOD WASTE GRINDER
SECTION 414 GARBAGE CAN WASHERS <\/td>\n<\/tr>\n
160<\/td>\nFIGURE 414.2 GARBAGE CAN WASHER
SECTION 415 LAUNDRY TRAYS
SECTION 416 LAVATORIES <\/td>\n<\/tr>\n
161<\/td>\nFIGURE 416.1 GROUP WASH-UP FIXTURE <\/td>\n<\/tr>\n
162<\/td>\nFIGURE 416.4 ADJUSTABLE HEIGHT SHAMPOO BOWL
SECTION 417 SHOWERS
FIGURE 417.2(2) SPECIAL BRACKET FOR SHOWER RISER <\/td>\n<\/tr>\n
163<\/td>\nFIGURE 417.2(1) SECURING SHOWER RISER
FIGURE 417.3 SHOWER FLOOR DESIGN <\/td>\n<\/tr>\n
164<\/td>\nFIGURE 417.4 SHOWER COMPARTMENT <\/td>\n<\/tr>\n
165<\/td>\nFIGURE 417.5.2 SHOWER LINING CONNECTION <\/td>\n<\/tr>\n
166<\/td>\nSECTION 418 SINKS <\/td>\n<\/tr>\n
167<\/td>\nSECTION 419 URINALS <\/td>\n<\/tr>\n
168<\/td>\nFIGURE 419.1(1) WATERLESS URINAL
FIGURE 419.1(2) WATERLESS URINAL CARTRIDGE <\/td>\n<\/tr>\n
169<\/td>\nFIGURE 419.3 URINAL SURROUNDING MATERIAL
SECTION 420 WATER CLOSETS <\/td>\n<\/tr>\n
170<\/td>\nFIGURE 420.1(1) BOWL DESIGN
FIGURE 420.1(2) FLUSHING ACTION FOR CERTAIN WATER CLOSETS
FIGURE 420.1(3) DETERMINING WATER CLOSET RIM HEIGHT <\/td>\n<\/tr>\n
171<\/td>\nFIGURE 420.4 ACCEPTABLE 4 x 3 CLOSET BENDS
SECTION 421 WHIRLPOOL BATHTUBS <\/td>\n<\/tr>\n
172<\/td>\nFIGURE 421.5(1) NONCOMPLIANT WHIRLPOOL BATHTUB PUMP ACCESS
SECTION 422 HEALTH CARE FIXTURES AND EQUIPMENT <\/td>\n<\/tr>\n
173<\/td>\nFIGURE 421.5(2) NONCOMPLIANT WHIRLPOOL BATHTUB PUMP ACCESS <\/td>\n<\/tr>\n
174<\/td>\nSECTION 423 SPECIALTY PLUMBING FIXTURES <\/td>\n<\/tr>\n
175<\/td>\nSECTION 424 FAUCETS AND OTHER FIXTURE FITTINGS <\/td>\n<\/tr>\n
177<\/td>\nFIGURE 424.1.1(1) AERATED STREAM AERATOR
FIGURE 424.1.1(2) SPRAY AERATOR <\/td>\n<\/tr>\n
179<\/td>\nFIGURE 424.3 TEMPERATURE BURN CHART
FIGURE 424.4(1) MAXIMUM TEMPERATURES ALLOWED AT USE LOCATIONS <\/td>\n<\/tr>\n
180<\/td>\nFIGURE 424.4(2) TEMPERATURE CONTROL STANDARDS RELATED TO FIXTURE APPLICATIONS <\/td>\n<\/tr>\n
181<\/td>\nSECTION 425 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
183<\/td>\nSECTION 426 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT
SECTION 427 FLOOR SINKS <\/td>\n<\/tr>\n
184<\/td>\nCHAPTER 5: WATER HEATERS
GENERAL COMMENTS
PURPOSE
SECTION 501 GENERAL <\/td>\n<\/tr>\n
185<\/td>\nFIGURE 501.2 WATER-TO-AIR HEAT EXCHANGER <\/td>\n<\/tr>\n
187<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
189<\/td>\nSECTION 502 INSTALLATION <\/td>\n<\/tr>\n
191<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
192<\/td>\nFIGURE 503.1(3) SPECIAL HEAT TRAP PIPE NIPPLE <\/td>\n<\/tr>\n
193<\/td>\nFIGURE 503.1(4) PIPE AND FITTING U-SHAPE HEAT TRAPS
FIGURE 503.1(5) FLEXIBLE WATER CONNECTOR LOOP HEATER <\/td>\n<\/tr>\n
194<\/td>\nFIGURE 503.2 CIRCULATING-TYPE WATER HEATERS CONNECTED TO STORAGE TANKS
SECTION 504 SAFETY DEVICES <\/td>\n<\/tr>\n
195<\/td>\nFIGURE 504.2 WATER HEATER WITH BOTTOM FEED
FIGURE 504.3 ELECTRIC DISCONNECT ADJACENT TO WATER HEATER <\/td>\n<\/tr>\n
196<\/td>\nFIGURE 504.4 COMBINATION TEMPERATURE AND PRESSURE-RELIEF VALVE <\/td>\n<\/tr>\n
197<\/td>\nFIGURE 504.4.1 TEMPERATURE- AND PRESSURE-RELIEF VALVE INSTALLATION
FIGURE 504.5 COMBINATION TEMPERATURE AND PRESSURE-RELIEF VALVE LABEL <\/td>\n<\/tr>\n
199<\/td>\nFIGURE 504.6(1) RELIEF VALVE DISCHARGE <\/td>\n<\/tr>\n
200<\/td>\nFIGURE 504.6(2) RELIEF VALVE INDIRECT WASTE
FIGURE 504.6(3) T&P RELIEF VALVE PERMITTED TO DISCHARGE TO THE PAN <\/td>\n<\/tr>\n
201<\/td>\nFIGURE 504.6(4) CAPPED RELIEF VALVE TANK TAPPING AND PLUGGED RELIEF VALVE OPENING <\/td>\n<\/tr>\n
202<\/td>\nFIGURE 504.7(1) WATER HEATER IN PAN <\/td>\n<\/tr>\n
203<\/td>\nSECTION 505 INSULATION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
204<\/td>\nCHAPTER 6: WATER SUPPLY AND DISTRIBUTION
GENERAL COMMENTS
PURPOSE
SECTION 601 GENERAL <\/td>\n<\/tr>\n
205<\/td>\nSECTION 602 WATER REQUIRED <\/td>\n<\/tr>\n
206<\/td>\nSECTION 603 WATER SERVICE <\/td>\n<\/tr>\n
207<\/td>\nFIGURE 603.1(1) WATER SERVICE SYSTEM, PUBLIC WATER MAIN <\/td>\n<\/tr>\n
208<\/td>\nFIGURE 603.1(2) WATER SERVICE SYSTEM, PRIVATE WELL <\/td>\n<\/tr>\n
209<\/td>\nFIGURE 603.1(3) DIFFERENCE IN ELEVATION, LOSS OF PRESSURE
FIGURE 603.1(4) DIFFERENCE IN ELEVATION, GAIN OF PRESSURE <\/td>\n<\/tr>\n
211<\/td>\nFIGURE 603.1(5) FRICTION LOSS IN SDR 9 PEX TUBING <\/td>\n<\/tr>\n
212<\/td>\nFIGURE 603.1(6) CAVITATION <\/td>\n<\/tr>\n
213<\/td>\nFIGURE 603.1(7) FRICTION LOSS FOR DISPLACEMENT-TYPE WATER METERS <\/td>\n<\/tr>\n
214<\/td>\nFIGURE 603.1(8) FRICTION LOSS IN SMOOTH PIPE (Type L, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
216<\/td>\nFIGURE 603.2(1) SEPARATION OF WATER SERVICE AND BUILDING SEWER <\/td>\n<\/tr>\n
217<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
219<\/td>\nFIGURE 604.1(1) MAXIMUM FLOW VELOCITY FOR VARIOUS PIPE <\/td>\n<\/tr>\n
220<\/td>\nFIGURE 604.1(2) WATER SYSTEM SCHEMATIC, THREE-STORY COMPACT BUILDING <\/td>\n<\/tr>\n
221<\/td>\nFIGURE 604.1(3) SOLUTION FOR SAMPLE PROBLEM 1 <\/td>\n<\/tr>\n
222<\/td>\nFIGURE 604.1(4) WATER SYSTEM SCHEMATIC, SINGLE-STORY, 16-UNIT MOTEL <\/td>\n<\/tr>\n
223<\/td>\nFIGURE 604.1(5) SPREADSHEET SETUP FOR SAMPLE PROBLEM 2 <\/td>\n<\/tr>\n
224<\/td>\nFIGURE 604.1(6) COMPLETED SPREADSHEET FOR SAMPLE PROBLEM 2\u2014COLD SIDE <\/td>\n<\/tr>\n
225<\/td>\nFIGURE 604.1(7) COMPLETED SPREADSHEET FOR SAMPLE PROBLEM 2\u2014HOT SIDE <\/td>\n<\/tr>\n
226<\/td>\nFIGURE 604.1(8) WATER SYSTEM SCHEMATIC, EIGHT-STORY, 96-UNIT APARTMENT BUILDING
FIGURE 604.1(9) SAMPLE PROBLEM 3\u2014PIPE SIZING TABLE <\/td>\n<\/tr>\n
227<\/td>\nFIGURE 604.1(10) SAMPLE PROBLEM 3\u2014SECTION PIPE SIZES <\/td>\n<\/tr>\n
229<\/td>\nTABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS <\/td>\n<\/tr>\n
230<\/td>\nTABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS <\/td>\n<\/tr>\n
231<\/td>\nFIGURE 604.5 WATER SUPPLY CONNECTION WITH REDUCED-SIZE FLEXIBLE SUPPLY <\/td>\n<\/tr>\n
232<\/td>\nTABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES <\/td>\n<\/tr>\n
234<\/td>\nFIGURE 604.9(1) EXAMPLE OF MECHANICAL WATER-HAMMER ARRESTORS <\/td>\n<\/tr>\n
235<\/td>\nFIGURE 604.9(2) AIR CHAMBER WATER-HAMMER ARRESTOR
TABLE 604.10.1 MANIFOLD SIZING <\/td>\n<\/tr>\n
236<\/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
237<\/td>\nSECTION 605 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
239<\/td>\nFIGURE 605.3(1) PLASTIC WATER SERVICE EXTENDING INTO BUILDING
FIGURE 605.3(2) PLASTIC WATER SERVICE EXTENDING UNDER SLAB AND THEN INTO BUILDING <\/td>\n<\/tr>\n
240<\/td>\nTABLE 605.3 WATER SERVICE PIPE <\/td>\n<\/tr>\n
243<\/td>\nFIGURE 605.3(1) DUCTILE IRON PIPE LINING THICKNESS <\/td>\n<\/tr>\n
244<\/td>\nFIGURE 605.3(2) STEEL PIPE DIMENSIONS SCHEDULE 40
FIGURE 605.3(3) SAMPLE MARKING OF PEX TUBING <\/td>\n<\/tr>\n
246<\/td>\nTABLE 605.4 WATER DISTRIBUTION PIPE <\/td>\n<\/tr>\n
247<\/td>\nTABLE 605.5 PIPE FITTINGS <\/td>\n<\/tr>\n
248<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
249<\/td>\nTABLE 605.7 VALVES
TABLE 605.8 MANUFACTURED PIPE NIPPLES <\/td>\n<\/tr>\n
251<\/td>\nFIGURE 605.11.1 HEAT APPLICATION OF BRAZED JOINT <\/td>\n<\/tr>\n
253<\/td>\nFIGURE 605.13.3 PREPARATION OF PIPE END <\/td>\n<\/tr>\n
254<\/td>\nFIGURE 605.14.2(1) TYPICAL FLARED TUBE JOINT
FIGURE 605.14.2(2) TYPICAL FLARED TUBE JOINT <\/td>\n<\/tr>\n
257<\/td>\nFIGURE 605.17.2 PEX TUBING CONNECTION <\/td>\n<\/tr>\n
258<\/td>\nFIGURE 605.19.4 BENDING <\/td>\n<\/tr>\n
260<\/td>\nFIGURE 605.24.1(1) CORROSIVE HIERARCHY OF METALS <\/td>\n<\/tr>\n
261<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
262<\/td>\nSECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM <\/td>\n<\/tr>\n
263<\/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
264<\/td>\nFIGURE 606.1(3) VALVES FOR EACH RISER AND DOWNFEED
FIGURE 606.1(4) DWELLING UNIT VALVE <\/td>\n<\/tr>\n
265<\/td>\nFIGURE 606.1(5) VALVES ON SUPPLY TO EACH TANK
FIGURE 606.1(6) WATER HEATER VALVE <\/td>\n<\/tr>\n
266<\/td>\nFIGURE 606.2(1) SHUTOFF VALVE FOR EACH FIXTURE <\/td>\n<\/tr>\n
267<\/td>\nFIGURE 606.2(2) SILL FAUCET VALVE <\/td>\n<\/tr>\n
268<\/td>\nTABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS <\/td>\n<\/tr>\n
269<\/td>\nTABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS
SECTION 607 HOT WATER SUPPLY SYSTEM <\/td>\n<\/tr>\n
271<\/td>\nFIGURE 607.2 AUTOMATIC TEMPERATURE MAINTENANCE SYSTEM BY HOT WATER (PUMPED) CIRCULATION LOOP <\/td>\n<\/tr>\n
273<\/td>\nFIGURE 607.2.3(1) PROPER RECIRCULATION RETURN
FIGURE 607.2.3(2) PROHIBITED RECIRCULATION RETURN <\/td>\n<\/tr>\n
274<\/td>\nFIGURE 607.2.3(3) PROHIBITED RECIRCULATION RETURN <\/td>\n<\/tr>\n
276<\/td>\nFIGURE 607.3 THERMAL EXPANSION CONTROL <\/td>\n<\/tr>\n
282<\/td>\nSECTION 608 PROTECTION OF POTABLE WATER SUPPLY <\/td>\n<\/tr>\n
283<\/td>\nFIGURE 608.1(1) ATMOSPHERIC PRESSURE <\/td>\n<\/tr>\n
284<\/td>\nFIGURE 608.1(2) PRESSURE EXERTED BY 1 CUBIC FOOT OF WATER <\/td>\n<\/tr>\n
285<\/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
FIGURE 608.1(6) OPEN TUBE INSERTED IN CONTAINER OF WATER <\/td>\n<\/tr>\n
286<\/td>\nTABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
287<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
288<\/td>\nFIGURE 608.1(10) EXAMPLE OF PUMP CAUSING NEGATIVE PRESSURE <\/td>\n<\/tr>\n
289<\/td>\nFIGURE 608.6.1 CONNECTION BETWEEN TWO SYSTEMS <\/td>\n<\/tr>\n
290<\/td>\nFIGURE 608.7(1) YARD HYDRANT WITH STOP AND WASTE VALVE
FIGURE 608.7(2) PROHIBITED INSTALLATION OF YARD HYDRANTS CONNECTED TO WATER SERVICE L <\/td>\n<\/tr>\n
291<\/td>\nFIGURE 608.8.1 \u201cPICTOGRAPH\u2014DO NOT DRINK\u201d
TABLE 608.8.2.2 SIZE OF PIPE IDENTIFICATION <\/td>\n<\/tr>\n
294<\/td>\nFIGURE 608.13.4 BAROMETRIC LOOP <\/td>\n<\/tr>\n
295<\/td>\nFIGURE 608.13.5 PRESSURE VACUUM BREAKER <\/td>\n<\/tr>\n
296<\/td>\nFIGURE 608.13.7 DOUBLE CHECK-VALVE ASSEMBLY <\/td>\n<\/tr>\n
298<\/td>\nFIGURE 608.15.1(1) AIR GAP FOR A LAVATORY FAUCET <\/td>\n<\/tr>\n
299<\/td>\nFIGURE 608.15.1(2) AIR GAP PIPING SYSTEM
TABLE 608.15.1 MINIMUM REQUIRED AIR GAPS <\/td>\n<\/tr>\n
300<\/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
301<\/td>\nFIGURE 608.15.4 SUBMERGED INLET PROTECTED BY VACUUM BREAKER
FIGURE 608.15.4.2(1) HOSE (SILL) FAUCET WITHOUT VACUUM BREAKER <\/td>\n<\/tr>\n
302<\/td>\nFIGURE 608.15.4.2(2) HOSE (SILL) FREEZEPROOF FAUCET WITH INTEGRAL VACUUM BREAKER
FIGURE 608.15.4.2(3) HOSE CONNECTION VACUUM BREAKER <\/td>\n<\/tr>\n
303<\/td>\nFIGURE 608.16.1 BEVERAGE DISPENSER
FIGURE 608.16.2 FOR BOILER WITHOUT CONDITIONING CHEMICALS <\/td>\n<\/tr>\n
304<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
306<\/td>\nFIGURE 608.16.4(1) COMBINATION WATER DISTRIBUTION\/AUTOMATIC SPRINKLER SYSTEM
FIGURE 608.16.4(2) COMMON FIRE SPRINKLER AND DOMESTIC WATER SUPPLY <\/td>\n<\/tr>\n
308<\/td>\nFIGURE 608.16.6 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER <\/td>\n<\/tr>\n
310<\/td>\nTABLE 608.17.1 DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES
FIGURE 608.17.3 DEPTH OF WELL <\/td>\n<\/tr>\n
311<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
312<\/td>\nFIGURE 609.2 DUAL WATER SERVICE FOR HOSPITALS <\/td>\n<\/tr>\n
313<\/td>\nSECTION 610 DISINFECTION OF POTABLE WATER SYSTEM <\/td>\n<\/tr>\n
314<\/td>\nSECTION 611 DRINKING WATER TREATMENT UNITS
SECTION 612 SOLAR SYSTEMS <\/td>\n<\/tr>\n
315<\/td>\nSECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES
BIBLIOGRAPHY <\/td>\n<\/tr>\n
316<\/td>\nCHAPTER 7: SANITARY DRAINAGE
GENERAL COMMENTS
PURPOSE
SECTION 701 GENERAL <\/td>\n<\/tr>\n
317<\/td>\nFIGURE 701.3(1) COMMON BUILDING SEWER LOCATED WITHIN AN APPROVED PUBLIC SEWER EASEMENT
FIGURE 701.3(2) BUILDINGS ON SAME LOT <\/td>\n<\/tr>\n
318<\/td>\nSECTION 702 MATERIALS <\/td>\n<\/tr>\n
319<\/td>\nTABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n
321<\/td>\nFIGURE 702.1 STEEL PIPE DIMENSIONS <\/td>\n<\/tr>\n
322<\/td>\nTABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n
323<\/td>\nTABLE 702.3 BUILDING SEWER PIPE <\/td>\n<\/tr>\n
324<\/td>\nTABLE 702.4 PIPE FITTINGS <\/td>\n<\/tr>\n
326<\/td>\nSECTION 703 BUILDING SEWER
SECTION 704 DRAINAGE PIPING INSTALLATION
TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE <\/td>\n<\/tr>\n
327<\/td>\nFIGURE 704.3 HYDRAULIC JUMP
SECTION 705 JOINTS <\/td>\n<\/tr>\n
329<\/td>\nFIGURE 705.3.1 HEAT APPLICATION OF BRAZED JOINT <\/td>\n<\/tr>\n
330<\/td>\nFIGURE 705.4.1 CAULKED JOINT FOR HUB AND SPIGOT (CAST-IRON)
FIGURE 705.4.2 CAST-IRON COMPRESSION GASKET <\/td>\n<\/tr>\n
331<\/td>\nFIGURE 705.4.3 HUBLESS CAST-IRON DRAINAGE PIPE JOINT
FIGURE 705.5 CONCRETE MECHANICAL JOINT <\/td>\n<\/tr>\n
332<\/td>\nFIGURE 705.6.3 PREPARATION OF PIPE END <\/td>\n<\/tr>\n
334<\/td>\nFIGURE 705.10.2 LEAD-WIPED JOINT <\/td>\n<\/tr>\n
337<\/td>\nFIGURE 705.16.3 CAST-IRON ADAPTER FITTING
TABLE 705.18 CAULKING FERRULE SPECIFICATIONS <\/td>\n<\/tr>\n
338<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
339<\/td>\nTABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION <\/td>\n<\/tr>\n
341<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
342<\/td>\nFIGURE 706.3(3)\u2014continued DRAINAGE PATTERN FITTINGS
FIGURE 706.3(4) DIFFERENCE BETWEEN PVC PLASTIC 1\/4-BEND SHORT SWEEP AND 1\/4-BEND VENT <\/td>\n<\/tr>\n
343<\/td>\nFIGURE 706.3(5) BACK-TO-BACK FIXTURES
FIGURE 706.3(6) HEEL INLET FITTINGS
FIGURE 706.3(7) COMBINATION TEES <\/td>\n<\/tr>\n
344<\/td>\nFIGURE 706.3(8) FITTING USES
FIGURE 706.3(9) IMPROPER USE OF DWV-PVC\/ABS 90-DEGREE FITTINGS <\/td>\n<\/tr>\n
345<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
346<\/td>\nSECTION 707 PROHIBITED JOINTS AND CONNECTIONS
SECTION 708 CLEANOUTS <\/td>\n<\/tr>\n
347<\/td>\nFIGURE 708.1.2 MANHOLES INSIDE THE BUILDING <\/td>\n<\/tr>\n
348<\/td>\nFIGURE 708.1.3 CLEANOUTS AT SEWER JUNCTION <\/td>\n<\/tr>\n
349<\/td>\nFIGURE 708.1.4 CLEANOUTS <\/td>\n<\/tr>\n
350<\/td>\nFIGURE 708.1.5(1) ACCEPTABLE CLEANOUTS
FIGURE 708.1.5(2) CLEANOUT SIZES FOR CAST-IRON PIPING <\/td>\n<\/tr>\n
351<\/td>\nFIGURE 708.1.8 TWO-WAY CLEANOUT FITTING
FIGURE 708.1.9 CLEARANCE FOR CLEANOUTS <\/td>\n<\/tr>\n
352<\/td>\nFIGURE 708.1.10 CLEANOUT INSTALLATIONS
FIGURE 708.1.10.1 CLEANOUTS ON CONCEALED PIPING <\/td>\n<\/tr>\n
353<\/td>\nSECTION 709 FIXTURE UNITS <\/td>\n<\/tr>\n
354<\/td>\nTABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS <\/td>\n<\/tr>\n
355<\/td>\nTABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS
SECTION 710 DRAINAGE SYSTEM SIZING <\/td>\n<\/tr>\n
356<\/td>\nTABLE 710.1(1) BUILDING DRAINS AND SEWERS
FIGURE 710.1(1) BUILDING DRAIN SIZING <\/td>\n<\/tr>\n
357<\/td>\nFIGURE 710.1(2) HORIZONTAL BRANCH
TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa <\/td>\n<\/tr>\n
358<\/td>\nFIGURE 710.1(3) ALLOWABLE STACK DRAINAGE FIXTURE UNITS <\/td>\n<\/tr>\n
359<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
360<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
361<\/td>\nFIGURE 711.1(1) VERTICAL STACK OFFSET WITHOUT BRANCH CONNECTIONS WITHIN 2 FEET ABOVE OR BELOW OFFSET <\/td>\n<\/tr>\n
362<\/td>\nFIGURE 711.1(2) VERTICAL STACK OFFSET WITH BRANCH CONNECTIONS WITHIN 2 FEET ABOVE OR BELOW OFFSET <\/td>\n<\/tr>\n
363<\/td>\nFIGURE 711.2(1) HORIZONTAL STACK OFFSET WITH VENTING <\/td>\n<\/tr>\n
364<\/td>\nFIGURE 711.2(2) HORIZONTAL STACK OFFSET WITH VENTING EXAMPLE <\/td>\n<\/tr>\n
365<\/td>\nFIGURE 711.2.1 HORIZONTAL STACK OFFSET\u2014VENTING NOT REQUIRED <\/td>\n<\/tr>\n
366<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
367<\/td>\nFIGURE 712.1(1) PNEUMATIC SEWAGE EJECTOR
FIGURE 712.1(2) VERTICAL SUSPENDED WET PIT SEWAGE PUMP <\/td>\n<\/tr>\n
368<\/td>\nFIGURE 712.2 SEWAGE EJECTOR INSTALLATION <\/td>\n<\/tr>\n
371<\/td>\nFIGURE 712.4.1(1) MACERATING TOILET SYSTEMS
FIGURE 712.4.1(2) MACERATING TOILET SYSTEMS <\/td>\n<\/tr>\n
372<\/td>\nTABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
SECTION 713 HEALTH CARE PLUMBING <\/td>\n<\/tr>\n
373<\/td>\nFIGURE 713.3 COMMON INDIRECT WASTE PIPE FOR STERILIZERS <\/td>\n<\/tr>\n
374<\/td>\nFIGURE 713.6 CENTRAL VACUUM SYSTEM <\/td>\n<\/tr>\n
375<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
376<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
377<\/td>\nFIGURE 713.11.4 PRESSURE INSTRUMENT WASHER STERILIZER SIZES
SECTION 714 COMPUTERIZED DRAINAGE DESIGN
SECTION 715 BACKWATER VALVES <\/td>\n<\/tr>\n
378<\/td>\nFIGURE 715.1(1) BACKWATER VALVE
SECTION 716 VACUUM DRAINAGE SYSTEMS <\/td>\n<\/tr>\n
379<\/td>\nFIGURE 715.1(2) BACKWATER VALVES <\/td>\n<\/tr>\n
380<\/td>\nSECTION 717 REPLACEMENT OF UNDERGROUND SEWERS BY PIPE-BURSTING METHODS <\/td>\n<\/tr>\n
382<\/td>\nCHAPTER 8: INDIRECT\/SPECIAL WASTE
GENERAL COMMENTS
PURPOSE
SECTION 801 GENERAL
SECTION 802 INDIRECT WASTES <\/td>\n<\/tr>\n
383<\/td>\nFIGURE 802.1.1(1) INDIRECTLY CONNECTED THREE-COMPARTMENT FOOD PREPARATION SINK <\/td>\n<\/tr>\n
384<\/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
385<\/td>\nFIGURE 802.1.2 FLOOR DRAIN IN FOOD STORAGE FREEZER
FIGURE 802.1.3 INDIRECT WASTE <\/td>\n<\/tr>\n
386<\/td>\nFIGURE 802.1.5 INDIRECT WASTE\u2014CLEAR-WATER WASTE <\/td>\n<\/tr>\n
387<\/td>\nFIGURE 802.1.6 RESIDENTIAL DISHWASHER WASTE CONNECTIONS
FIGURE 802.1.7 COMMERCIAL DISHWASHER WASTE CONNECTION <\/td>\n<\/tr>\n
388<\/td>\nFIGURE 802.2 TRAPS FOR INDIRECT WASTE PIPES <\/td>\n<\/tr>\n
389<\/td>\nFIGURE 802.2.1 AIR GAP
FIGURE 802.2.2(1) AIR BREAK <\/td>\n<\/tr>\n
390<\/td>\nFIGURE 802.2.2(2) AIR BREAK
FIGURE 802.3(1) WASTE RECEPTORS <\/td>\n<\/tr>\n
391<\/td>\nFIGURE 802.3(2) WASTE RECEPTORS
FIGURE 802.3(3) PROHIBITED LOCATIONS FOR WASTE RECEPTORS <\/td>\n<\/tr>\n
392<\/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 <\/td>\n<\/tr>\n
393<\/td>\nFIGURE 802.3.3 STANDPIPES
SECTION 803 SPECIAL WASTES <\/td>\n<\/tr>\n
394<\/td>\nSECTION 804 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
396<\/td>\nCHAPTER 9: VENTS
GENERAL COMMENTS
PURPOSE
SECTION 901 GENERAL <\/td>\n<\/tr>\n
397<\/td>\nFIGURE 901.2(1) LOSS OF TRAP SEAL
FIGURE 901.2(2) MAXIMUM TRAP SEAL RESISTANCE <\/td>\n<\/tr>\n
398<\/td>\nSECTION 902 MATERIALS <\/td>\n<\/tr>\n
399<\/td>\nSECTION 903 VENT TERMINALS
FIGURE 903.1 VENT TERMINAL <\/td>\n<\/tr>\n
400<\/td>\nFIGURE 903.5 SEPARATION OF VENT TERMINAL <\/td>\n<\/tr>\n
401<\/td>\nFIGURE 903.6 SIDEWALL VENT
SECTION 904 OUTDOOR VENT EXTENSIONS
FIGURE 904.1(1) REDUCTION OF STACK VENT CONNECTION <\/td>\n<\/tr>\n
402<\/td>\nFIGURE 904.1(2) STACK VENT <\/td>\n<\/tr>\n
403<\/td>\nFIGURE 904.1(3) REQUIRED VENT TO OUTDOORS <\/td>\n<\/tr>\n
404<\/td>\nFIGURE 904.4 VENT CONNECTION AT BASE OF STACK
FIGURE 904.5 VENT HEADERS <\/td>\n<\/tr>\n
405<\/td>\nSECTION 905 VENT CONNECTIONS AND GRADES
FIGURE 905.2 GRADE OF VENTS <\/td>\n<\/tr>\n
406<\/td>\nFIGURE 905.3 VENT CONNECTIONS <\/td>\n<\/tr>\n
407<\/td>\nFIGURE 905.4 VERTICAL RISE OF VENT <\/td>\n<\/tr>\n
408<\/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
409<\/td>\nSECTION 906 VENT PIPE SIZING
FIGURE 906.1(1) VENT STACK SIZING <\/td>\n<\/tr>\n
410<\/td>\nFIGURE 906.1(2) VENT STACK SIZING
FIGURE 906.1(3) STACK VENT SIZING <\/td>\n<\/tr>\n
411<\/td>\nTABLE 906.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS <\/td>\n<\/tr>\n
412<\/td>\nFIGURE 906.2(1) VENT SIZING
FIGURE 906.2(2) VENT SIZING <\/td>\n<\/tr>\n
413<\/td>\nFIGURE 906.2(3) VENT SIZING
FIGURE 906.2(4) VENT SIZING <\/td>\n<\/tr>\n
414<\/td>\nFIGURE 906.3(1) DEVELOPED LENGTH OF VENTS
FIGURE 906.3(2) DEVELOPED LENGTH OF VENTS <\/td>\n<\/tr>\n
415<\/td>\nFIGURE 906.4 COMMON BRANCH VENT
FIGURE 906.5.1 SUMP VENT
SECTION 907 VENTS FOR STACK OFFSETS <\/td>\n<\/tr>\n
416<\/td>\nTABLE 906.5.1 SIZE AND LENGTH OF SUMP VENTS
FIGURE 907.2 VENT CONNECTIONS FOR HORIZONTAL OFFSET <\/td>\n<\/tr>\n
417<\/td>\nSECTION 908 RELIEF VENTS\u2014STACKS OF MORE THAN 10 BRANCH INTERVALS
FIGURE 908.1 RELIEF VENT CONNECTION <\/td>\n<\/tr>\n
418<\/td>\nSECTION 909 FIXTURE VENTS
FIGURE 909.1(1) DISTANCE FROM TRAP TO VENT
TABLE 909.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT <\/td>\n<\/tr>\n
419<\/td>\nFIGURE 909.1(2) MAXIMUM FALL OF FIXTURE DRAIN BETWEEN TRAP AND VENT
FIGURE 909.1(3) TRAP TO VENT DISTANCE FOR WATER CLOSETS <\/td>\n<\/tr>\n
420<\/td>\nFIGURE 909.2(1) VENT CONNECTION <\/td>\n<\/tr>\n
421<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
422<\/td>\nFIGURE 910.1(2) IMPROPERLY INSTALLED INDIVIDUAL VENTS
FIGURE 910.1(1) INDIVIDUAL VENTS
SECTION 911 COMMON VENT <\/td>\n<\/tr>\n
423<\/td>\nFIGURE 911.1 COMMON VENTS
FIGURE 911.2 COMMON VENTS WITH FIXTURE DRAINS CONNECTING AT SAME LEVEL <\/td>\n<\/tr>\n
424<\/td>\nTABLE 911.3 COMMON VENT SIZES
FIGURE 911.3 COMMON VENTS WITH FIXTURE DRAINS CONNECTING AT DIFFERENT LEVELS <\/td>\n<\/tr>\n
425<\/td>\nSECTION 912 WET VENTING
FIGURE 912.1(1) HORIZONTAL WET VENTING OF BATHROOM FIXTURES <\/td>\n<\/tr>\n
426<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
427<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
428<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
429<\/td>\nFIGURE 912.1(11) HORIZONTAL WET VENT
FIGURE 912.1(12) HORIZONTAL WET VENT
FIGURE 912.1(13) NONCOMPLIANT HORIZONTAL WET VENT <\/td>\n<\/tr>\n
430<\/td>\nFIGURE 912.1(14) NONCOMPLIANT HORIZONTAL WET VENT
FIGURE 912.1(15) NONCOMPLIANT HORIZONTAL WET VENT <\/td>\n<\/tr>\n
431<\/td>\nFIGURE 912.1(16) NONCOMPLIANT HORIZONTAL WET VENT
FIGURE 912.1(17) NONCOMPLIANT HORIZONTAL WET VENT
FIGURE 912.1(18) NONCOMPLIANT HORIZONTAL WET VENT <\/td>\n<\/tr>\n
432<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
433<\/td>\nFIGURE 912.1(23) HORIZONTAL WET VENTING
FIGURE 912.1(24) MULTIPLE INDIVIDUAL VENTS <\/td>\n<\/tr>\n
434<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
435<\/td>\nFIGURE 912.1.1(4) VERTICAL WET VENTING <\/td>\n<\/tr>\n
436<\/td>\nTABLE 912.3 WET VENT SIZE
SECTION 913 WASTE STACK VENT <\/td>\n<\/tr>\n
437<\/td>\nFIGURE 913.2(1) WASTE STACK VENT
FIGURE 913.2(2) WASTE STACK VENT <\/td>\n<\/tr>\n
438<\/td>\nFIGURE 913.3 WASTE STACK VENT OFFSETS AND STACK VENT CONNECTIONS
TABLE 913.4 WASTE STACK VENT SIZE <\/td>\n<\/tr>\n
439<\/td>\nSECTION 914 CIRCUIT VENTING <\/td>\n<\/tr>\n
440<\/td>\nFIGURE 914.1(1) CIRCUIT VENTING <\/td>\n<\/tr>\n
441<\/td>\nFIGURE 914.1(2) ROUGH-IN FOR EIGHT CIRCUIT-VENTED FIXTURES
FIGURE 914.1.1 MULTIPLE CIRCUIT-VENTED BRANCHES <\/td>\n<\/tr>\n
442<\/td>\nFIGURE 914.2 BACK-TO-BACK WATER CLOSETS CIRCUIT VENTED
FIGURE 914.3 SIZING A CIRCUIT VENT SYSTEM <\/td>\n<\/tr>\n
443<\/td>\nFIGURE 914.3.1 SIZING MULTIPLE CIRCUIT-VENTED BRANCHES
FIGURE 914.4.1 CIRCUIT VENT WITH RELIEF VENT CONNECTION <\/td>\n<\/tr>\n
444<\/td>\nFIGURE 914.5(1) CIRCUIT-VENTED BRANCH WITH ADDITIONAL FIXTURE CONNECTIONS
FIGURE 914.5(2) CIRCUIT-VENTED BRANCH WITH ADDITIONAL FIXTURE CONNECTIONS <\/td>\n<\/tr>\n
445<\/td>\nSECTION 915 COMBINATION WASTE AND VENT SYSTEM
FIGURE 915.2(1) COMBINATION WASTE AND VENT <\/td>\n<\/tr>\n
446<\/td>\nFIGURE 915.2(2) COMBINATION WASTE AND VENT
FIGURE 915.2(3) COMBINATION WASTE AND VENT <\/td>\n<\/tr>\n
447<\/td>\nFIGURE 915.2(4) COMBINATION WASTE AND VENT <\/td>\n<\/tr>\n
448<\/td>\nFIGURE 915.2(5) VERTICAL FIXTURE DRAIN COMPONENT IN COMBINATION DRAIN AND VENT SYSTEM
TABLE 915.2.2 SIZE OF COMBINATION WASTE AND VENT PIPE <\/td>\n<\/tr>\n
449<\/td>\nFIGURE 915.2.2(1) COMBINATION WASTE AND VENT
FIGURE 915.2.2(2) COMBINATION WASTE AND VENT <\/td>\n<\/tr>\n
450<\/td>\nFIGURE 915.2.2(3) COMBINATION WASTE AND VENT
FIGURE 915.2.2(4) COMBINATION WASTE AND VENT <\/td>\n<\/tr>\n
451<\/td>\nFIGURE 915.2.2(5) COMBINATION WASTE AND VENT <\/td>\n<\/tr>\n
452<\/td>\nSECTION 916 ISLAND FIXTURE VENTING
FIGURE 916.2 ISLAND FIXTURE VENT <\/td>\n<\/tr>\n
453<\/td>\nSECTION 917 SINGLE STACK VENT SYSTEM
TABLE 917.2 SINGLE STACK SIZE <\/td>\n<\/tr>\n
454<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
455<\/td>\nFIGURE 917.4.1(1) WATER CLOSETS NOT MORE THAN 4 FEET FROM STACK WHEN BRANCH CONNECTS THROUGH WYE TO STACK <\/td>\n<\/tr>\n
456<\/td>\nFIGURE 917.4.1(2) WATER CLOSETS NOT MORE THAN 8 FEET FROM STACK WHEN BRANCH CONNECTS THROUGH SANITARY TEE TO STACK <\/td>\n<\/tr>\n
457<\/td>\nFIGURE 917.4.2 MAXIMUM HORIZONTAL DEVELOPED LENGTH FROM STACK FOR FIXTURES OTHER THAN WATER CLOSETS <\/td>\n<\/tr>\n
458<\/td>\nFIGURE 917.7 OFFSET VENTING REQUIREMENT FOR SINGLE STACK VENT SYSTEM
SECTION 918 AIR ADMITTANCE VALVES <\/td>\n<\/tr>\n
459<\/td>\nFIGURE 917.8 LOWER TWO FLOORS ON SEPARATE STACK
FIGURE 918.3.1(1) AIR ADMITTANCE\u2014INDIVIDUAL VENT <\/td>\n<\/tr>\n
460<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
461<\/td>\nFIGURE 918.3.1(6) VENT CONNECTION NOT PERMITTED
FIGURE 918.3.2 PRESSURE IN DRAINAGE STACK
FIGURE 918.4 DISTANCE ABOVE DRAIN <\/td>\n<\/tr>\n
462<\/td>\nFIGURE 918.7 VENT TO THE OPEN AIR REQUIRED <\/td>\n<\/tr>\n
463<\/td>\nFIGURE 918.8(1) PROHIBITED USE OF AIR ADMITTANCE VALVE
FIGURE 918.8(2) ONE MANUFACTURER\u2019S ENGINEERED DESIGN FOR USE OF AN AIR ADMITTANCE VALVE ON A SUMP
SECTION 919 ENGINEERED VENT SYSTEMS <\/td>\n<\/tr>\n
464<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
465<\/td>\nFIGURE 919.2(2) EXAMPLE OF ENGINEERED REDUCED-SIZE VENT
FIGURE 919.2 MAXIMUM LOADS ON MULTIPLE-STORY DRAINAGE STACKS <\/td>\n<\/tr>\n
466<\/td>\nSECTION 920 COMPUTERIZED VENT DESIGN
BIBLIOGRAPHY <\/td>\n<\/tr>\n
468<\/td>\nCHAPTER 10: TRAPS, INTERCEPTORS AND SEPARATORS
GENERAL COMMENTS
PURPOSE
SECTION 1001 GENERAL
SECTION 1002 TRAP REQUIREMENTS <\/td>\n<\/tr>\n
469<\/td>\nFIGURE 1002.1(1) TRAP REQUIREMENTS <\/td>\n<\/tr>\n
470<\/td>\nFIGURE 1002.1(2) TRAP REQUIREMENTS
FIGURE 1002.2 SLIP JOINTS IN TRAPS <\/td>\n<\/tr>\n
471<\/td>\nFIGURE 1002.3 PROHIBITED TRAPS <\/td>\n<\/tr>\n
472<\/td>\nFIGURE 1002.4 TRAP SUBJECT TO EVAPORATION <\/td>\n<\/tr>\n
473<\/td>\nFIGURE 1002.4.1.1 TRAP PRIMER FOR FLOOR DRAINS <\/td>\n<\/tr>\n
474<\/td>\nFIGURE 1002.6 BUILDING TRAP
FIGURE 1002.7 INSTALLATION OF TRAP
SECTION 1003 INTERCEPTORS AND SEPARATORS <\/td>\n<\/tr>\n
475<\/td>\nFIGURE 1003.2 INTERCEPTORS AND SEPARATORS <\/td>\n<\/tr>\n
477<\/td>\nFIGURE 1003.3(1) TYPICAL GRAVITY-TYPE GREASE INTERCEPTOR
FIGURE 1003.3(2) TYPICAL HYDROMECHANICAL GREASE INTERCEPTOR <\/td>\n<\/tr>\n
478<\/td>\nFIGURE 1003.3.1(1) TYPICAL SINGLE-FIXTURE INSTALLATIONS <\/td>\n<\/tr>\n
479<\/td>\nFIGURE 1003.3.1(2) GREASE INTERCEPTOR FOR FIXTURES
FIGURE 1003.3.1(3) AUTOMATIC GREASE INTERCEPTOR <\/td>\n<\/tr>\n
480<\/td>\nFIGURE 1003.3.1(4) SENSOR-CONTROLLED GREASE RECOVERY DEVICE
FIGURE 1003.3.1(5) BIOREMEDIATION GREASE INTERCEPTOR <\/td>\n<\/tr>\n
481<\/td>\nFIGURE 1003.3.2 FOOD WASTE GRINDER CONNECTING TO GREASE INTERCEPTOR <\/td>\n<\/tr>\n
482<\/td>\nFIGURE 1003.3.4 TYPICAL HYDROMECHANICAL GREASE INTERCEPTOR <\/td>\n<\/tr>\n
485<\/td>\nTABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORS <\/td>\n<\/tr>\n
486<\/td>\nFIGURE 1003.3.4.2 FLOW CONTROL DEVICE <\/td>\n<\/tr>\n
488<\/td>\nFIGURE 1003.3.6 TYPICAL GRAVITY-TYPE GREASE INTERCEPTOR <\/td>\n<\/tr>\n
492<\/td>\nFIGURE 1003.9 VENTING OF INTERCEPTORS AND SEPARATORS
SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
494<\/td>\nCHAPTER 11: STORM DRAINAGE
GENERAL COMMENTS
PURPOSE
SECTION 1101 GENERAL <\/td>\n<\/tr>\n
496<\/td>\nFIGURE 1101.7(1) FLOW RATE, IN GALLONS PER MINUTE, OF VARIOUS SCUPPERS AT VARIOUS WATER DEPTHS
FIGURE 1101.7(2) ROOF DRAIN WITH OVERFLOW <\/td>\n<\/tr>\n
497<\/td>\nSECTION 1102 MATERIALS
TABLE 1102.4 BUILDING STORM SEWER PIPE <\/td>\n<\/tr>\n
499<\/td>\nTABLE 1102.5 SUBSOIL DRAIN PIP
TABLE 1102.7 PIPE FITTING
SECTION 1103 TRAPS <\/td>\n<\/tr>\n
500<\/td>\nFIGURE 1103.1 TRAPS ON STORM DRAINS THAT CONNECT TO COMBINATION SANITARY AND STORM SEWER SYSTEMS
SECTION 1104 CONDUCTORS AND CONNECTIONS
SECTION 1105 ROOF DRAINS <\/td>\n<\/tr>\n
501<\/td>\nSECTION 1106 SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS <\/td>\n<\/tr>\n
502<\/td>\nFIGURE 1106.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
503<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
504<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
505<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
506<\/td>\nFIGURE 1106.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
507<\/td>\nTABLE 1106.2 STORM DRAIN PIPE SIZING
TABLE 1106.3 VERTICAL LEADER SIZING <\/td>\n<\/tr>\n
508<\/td>\nFIGURE 1106.4 VERTICAL WALLS
SECTION 1107 SIPHONIC ROOF DRAINAGE SYSTEMS
SECTION 1108 SECONDARY (EMERGENCY) ROOF DRAINS <\/td>\n<\/tr>\n
509<\/td>\nTABLE 1106.6 HORIZONTAL GUTTER SIZING <\/td>\n<\/tr>\n
510<\/td>\nFIGURE 1108.1 SECONDARY ROOF DRAINAGE NOT REQUIRED
FIGURE 1108.2(1) SEPARATE PRIMARY AND SECONDARY ROOF DRAINS <\/td>\n<\/tr>\n
511<\/td>\nFIGURE1108.2(2) PROHIBITED SECONDARY ROOF DRAIN CONNECTION
FIGURE 1108.3 SIZE OF SCUPPERS <\/td>\n<\/tr>\n
512<\/td>\nSECTION 1109 COMBINED SANITARY AND STORM PUBLIC SEWER
SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS <\/td>\n<\/tr>\n
513<\/td>\nFIGURE 1110.4 MINIMUM NUMBER OF ROOF DRAINS FOR CONTROLLED FLOW
SECTION 1111 SUBSOIL DRAINS <\/td>\n<\/tr>\n
514<\/td>\nFIGURE 1111.1(1) SUBSOIL DRAIN SUBJECT TO BACKFLOW
FIGURE 1111.1(2) SUBSOIL DRAIN <\/td>\n<\/tr>\n
515<\/td>\nSECTION 1112 BUILDING SUBDRAINS
SECTION 1113 SUMPS AND PUMPING SYSTEMS <\/td>\n<\/tr>\n
516<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
518<\/td>\nCHAPTER 12: SPECIAL PIPING AND STORAGE SYSTEMS
GENERAL COMMENTS
PURPOSE
SECTION 1201 GENERAL
SECTION 1202 MEDICAL GASES <\/td>\n<\/tr>\n
519<\/td>\nSECTION 1203 OXYGEN SYSTEMS <\/td>\n<\/tr>\n
520<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
522<\/td>\nCHAPTER 13: NONPOTABLE WATER SYSTEMS
GENERAL COMMENTS
PURPOSE
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
523<\/td>\nFIGURE 1301.3 PICTOGRAPH\u2014DO NOT DRINK <\/td>\n<\/tr>\n
529<\/td>\nSECTION 1302 ON-SITE NONPOTABLE WATER REUSE SYSTEMS <\/td>\n<\/tr>\n
530<\/td>\nTABLE 1302.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS <\/td>\n<\/tr>\n
534<\/td>\nSECTION 1303 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS <\/td>\n<\/tr>\n
536<\/td>\nTABLE 1303.10.1 LOCATION OF RAINWATER STORAGE TANKS <\/td>\n<\/tr>\n
538<\/td>\nTABLE 1303.15.8 RAINWATER QUALITY <\/td>\n<\/tr>\n
539<\/td>\nSECTION 1304 RECLAIMED WATER SYSTEMS <\/td>\n<\/tr>\n
540<\/td>\nCHAPTER 14: SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS
GENERAL COMMENTS
PURPOSE
SECTION 1401 GENERAL
SECTION 1402 SYSTEM DESIGN AND SIZING
EQUATION 14-1 <\/td>\n<\/tr>\n
542<\/td>\nTABLE 1402.3 LOCATION OF SUBSURFACE IRRIGATION SYSTEM
SECTION 1403 INSTALLATION <\/td>\n<\/tr>\n
543<\/td>\nTABLE 1403.1.1 DESIGN LOADING RATE
TABLE 1403.2 DISTRIBUTION PIPE <\/td>\n<\/tr>\n
544<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
546<\/td>\nCHAPTER 15: REFERENCED STANDARDS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
547<\/td>\nFIGURE 15 REFERENCED STANDARDS
AHRI <\/td>\n<\/tr>\n
548<\/td>\nANSI
API
ASME <\/td>\n<\/tr>\n
549<\/td>\nASPE <\/td>\n<\/tr>\n
550<\/td>\nASSE <\/td>\n<\/tr>\n
551<\/td>\nASTM <\/td>\n<\/tr>\n
554<\/td>\nAWS
AWWA <\/td>\n<\/tr>\n
555<\/td>\nCISPI
CSA <\/td>\n<\/tr>\n
556<\/td>\nIAPMO
ICC <\/td>\n<\/tr>\n
557<\/td>\nISEA
MSS
NFPA
NSF <\/td>\n<\/tr>\n
558<\/td>\nPDI
UL <\/td>\n<\/tr>\n
560<\/td>\nAPPENDIX A: PLUMBING GPERMIT FEE SCHEDULE
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
562<\/td>\nAPPENDIX B: RATES OF RAINFALL FOR VARIOUS CITIES
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
564<\/td>\nAPPENDIX C: STRUCTURAL SAFETY
GENERAL COMMENTS
PURPOSE
SECTION C101 CUTTING, NOTCHING AND BORING IN WOOD MEMBERS
FIGURE C101.1 CUTTING, NOTCHING AND BORING JOISTS <\/td>\n<\/tr>\n
565<\/td>\nFIGURE C101.2 CUTTING, NOTCHING AND BORED HOLES <\/td>\n<\/tr>\n
566<\/td>\nAPPENDIX D: DEGREE DAY AND DESIGN TEMPERATURES
GENERAL COMMENTS
PURPOSE
LOAD CALCULATIONS
PIPING INSULATION
PROTECTION OF VENT TERMINALS <\/td>\n<\/tr>\n
567<\/td>\nTABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
568<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
569<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
570<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
571<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
572<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
574<\/td>\nAPPENDIX E: SIZING OF WATER PIPING SYSTEM
GENERAL COMMENTS
PURPOSE
SECTION E101 GENERAL
SECTION E102 INFORMATION REQUIRED <\/td>\n<\/tr>\n
575<\/td>\nSECTION E103 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
580<\/td>\nTABLE E.1
TABLE E.2 <\/td>\n<\/tr>\n
581<\/td>\nFIGURE E103.3(1) EXAMPLE\u2014SIZING <\/td>\n<\/tr>\n
582<\/td>\nTABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
583<\/td>\nTABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n
584<\/td>\nTABLE E103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
585<\/td>\nTABLE E103.3(3)-continued TABLE FOR ESTIMATING DEMAND
TABLE E103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) <\/td>\n<\/tr>\n
586<\/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
587<\/td>\nFIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
588<\/td>\nFIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
589<\/td>\nFIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
590<\/td>\nFIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n
591<\/td>\nFIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
592<\/td>\nFIGURE E103.3(7) FRICTION LOSS IN ROUGH PIPEa <\/td>\n<\/tr>\n
593<\/td>\nSECTION E201 SELECTION OF PIPE SIZE
SECTION E202 DETERMINATION OF PIPE VOLUMES <\/td>\n<\/tr>\n
594<\/td>\nTABLE E201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES <\/td>\n<\/tr>\n
595<\/td>\nTABLE E201.1\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPINGBASED ON WATER SUPPLY FIXTURE UNIT VALUES <\/td>\n<\/tr>\n
596<\/td>\nTABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING <\/td>\n<\/tr>\n
598<\/td>\nINDEX <\/td>\n<\/tr>\n
608<\/td>\nEDITORIAL CHANGES <\/td>\n<\/tr>\n
610<\/td>\nSIGNIFICANT CHANGES TO THE 2015 INTERNATIONAL CODES <\/td>\n<\/tr>\n
611<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
612<\/td>\nTHE INTERNATIONAL CODE COUNCIL TRAINING AND EDUCATION DEPARTMENT <\/td>\n<\/tr>\n
613<\/td>\nGET IMMEDIATE DOWNLOADS <\/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>\n2015<\/td>\n613<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":175846,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-175844","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\/175844","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\/175846"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=175844"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=175844"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=175844"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}