{"id":418903,"date":"2024-10-20T06:23:18","date_gmt":"2024-10-20T06:23:18","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/sc-plumbingcode-2021-1stptg\/"},"modified":"2024-10-26T11:55:15","modified_gmt":"2024-10-26T11:55:15","slug":"sc-plumbingcode-2021-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/sc\/sc-plumbingcode-2021-1stptg\/","title":{"rendered":"SC PlumbingCode 2021 1stptg"},"content":{"rendered":"

This is a fully integrated code based on the 2021 IPC. Effective date January 1, 2023<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2021 SOUTH CAROLINA PLUMBING CODE <\/td>\n<\/tr>\n
2<\/td>\n2021 SOUTH CAROLINA PLUMBING CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
9<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL PLUMBING CODE <\/td>\n<\/tr>\n
10<\/td>\nARRANGEMENT AND FORMAT OF THE 2021 IPC <\/td>\n<\/tr>\n
14<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
18<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 SCOPE AND GENERAL REQUIREMENTS
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
19<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 CODE COMPLIANCE AGENCY
SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL <\/td>\n<\/tr>\n
20<\/td>\nSECTION 105 APPROVAL
SECTION 106 PERMITS <\/td>\n<\/tr>\n
22<\/td>\nSECTION 107 CONSTRUCTION DOCUMENTS
SECTION 108 NOTICE OF APPROVAL
SECTION 109 FEES
SECTION 110 SERVICE UTILITIES <\/td>\n<\/tr>\n
23<\/td>\nSECTION 111 TEMPORARY EQUIPMENT, SYSTEMS AND USES
SECTION 112 INSPECTIONS AND TESTING <\/td>\n<\/tr>\n
24<\/td>\nSECTION 113 MEANS OF APPEALS
SECTION 114 BOARD OF APPEALS
SECTION 115 VIOLATIONS <\/td>\n<\/tr>\n
25<\/td>\nSECTION 116 STOP WORK ORDER <\/td>\n<\/tr>\n
26<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
34<\/td>\nCHAPTER 3 GENERAL REGULATIONS
SECTION 301 GENERAL
SECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM
SECTION 303 MATERIALS <\/td>\n<\/tr>\n
35<\/td>\nSECTION 304 RODENTPROOFING
SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS
SECTION 306 TRENCHING, EXCAVATION AND BACKFILL <\/td>\n<\/tr>\n
36<\/td>\nSECTION 307 STRUCTURAL SAFETY
SECTION 308 PIPING SUPPORT <\/td>\n<\/tr>\n
37<\/td>\nTABLE 308.5 HANGER SPACING
SECTION 309 FLOOD HAZARD RESISTANCE <\/td>\n<\/tr>\n
38<\/td>\nSECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS
SECTION 311 TOILET FACILITIES FOR WORKERS
SECTION 312 TESTS AND INSPECTIONS <\/td>\n<\/tr>\n
39<\/td>\nSECTION 313 EQUIPMENT EFFICIENCIES
SECTION 314 CONDENSATE DISPOSAL
[M] TABLE 314.2.2 CONDENSATE DRAIN SIZING <\/td>\n<\/tr>\n
40<\/td>\nSECTION 315 PENETRATIONS
SECTION 316 ALTERNATIVE ENGINEERED DESIGN <\/td>\n<\/tr>\n
42<\/td>\nCHAPTER 4 FIXTURES, FAUCETS AND FIXTURE FITTINGS
SECTION 401 GENERAL
SECTION 402 FIXTURE MATERIALS
SECTION 403 MINIMUM PLUMBING FACILITIES
TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES a (See Sections 403.1.1 and 403.2) <\/td>\n<\/tr>\n
43<\/td>\nTABLE 403.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2) <\/td>\n<\/tr>\n
44<\/td>\nTABLE 403.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2) <\/td>\n<\/tr>\n
45<\/td>\nTABLE 403.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2) <\/td>\n<\/tr>\n
47<\/td>\nSECTION 404 ACCESSIBLE PLUMBING FACILITIES
SECTION 405 INSTALLATION OF FIXTURES <\/td>\n<\/tr>\n
48<\/td>\nSECTION 406 AUTOMATIC CLOTHES WASHERS
SECTION 407 BATHTUBS
SECTION 408 BIDETS <\/td>\n<\/tr>\n
49<\/td>\nSECTION 409 DISHWASHING MACHINES
SECTION 410 DRINKING FOUNTAINS
SECTION 411 EMERGENCY SHOWERSAND EYEWASH STATIONS <\/td>\n<\/tr>\n
50<\/td>\nSECTION 412 FAUCETS AND FIXTURE FITTINGS <\/td>\n<\/tr>\n
51<\/td>\nSECTION 413 FLOOR AND TRENCH DRAINS
SECTION 414 FLOOR SINKS
SECTION 415 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS
SECTION 416 FOOD WASTE DISPOSER UNITS
SECTION 417 GARBAGE CAN WASHERS <\/td>\n<\/tr>\n
52<\/td>\nSECTION 418 LAUNDRY TRAYS
SECTION 419 LAVATORIES
SECTION 420 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT
SECTION 421 SHOWERS <\/td>\n<\/tr>\n
53<\/td>\nSECTION 422 SINKS
SECTION 423 SPECIALTY PLUMBING FIXTURES
SECTION 424 URINALS <\/td>\n<\/tr>\n
54<\/td>\nSECTION 425 WATER CLOSETS
SECTION 426 WHIRLPOOL BATHTUBS <\/td>\n<\/tr>\n
56<\/td>\nCHAPTER 5 WATER HEATERS
SECTION 501 GENERAL
SECTION 502 INSTALLATION <\/td>\n<\/tr>\n
57<\/td>\nSECTION 503 CONNECTIONS
SECTION 504 SAFETY DEVICES <\/td>\n<\/tr>\n
58<\/td>\nSECTION 505 INSULATION <\/td>\n<\/tr>\n
60<\/td>\nCHAPTER 6 WATER SUPPLY AND DISTRIBUTION
SECTION 601 GENERAL
SECTION 602 WATER REQUIRED <\/td>\n<\/tr>\n
61<\/td>\nSECTION 603 WATER SERVICE
SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM
TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS <\/td>\n<\/tr>\n
62<\/td>\nTABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS <\/td>\n<\/tr>\n
63<\/td>\nTABLE 604.10.1 MANIFOLD SIZING
SECTION 605 MATERIALS, JOINTS AND CONNECTIONS
TABLE 605.3 WATER SERVICE PIPE <\/td>\n<\/tr>\n
64<\/td>\nTABLE 605.4 WATER DISTRIBUTION PIPE
TABLE 605.7 VALVES <\/td>\n<\/tr>\n
65<\/td>\nTABLE 605.5 PIPE FITTINGS
TABLE 605.8 MANUFACTURED PIPE NIPPLES <\/td>\n<\/tr>\n
68<\/td>\nSECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM <\/td>\n<\/tr>\n
69<\/td>\nTABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS
TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS
SECTION 607 HOT WATER SUPPLY SYSTEM <\/td>\n<\/tr>\n
70<\/td>\nSECTION 608 PROTECTION OF POTABLE WATER SUPPLY <\/td>\n<\/tr>\n
71<\/td>\nTABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
72<\/td>\nFIGURE 608.9.1 PICTOGRAPH\u2014DO NOT DRINK <\/td>\n<\/tr>\n
73<\/td>\nTABLE 608.9.2.2 SIZE OF PIPE IDENTIFICATION <\/td>\n<\/tr>\n
74<\/td>\nTABLE 608.16.1 MINIMUM REQUIRED AIR GAPS <\/td>\n<\/tr>\n
76<\/td>\nTABLE 608.18.1 DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES
SECTION 609 HEALTH CARE PLUMBING <\/td>\n<\/tr>\n
77<\/td>\nSECTION 610 DISINFECTION OF POTABLE WATER SYSTEM
SECTION 611 DRINKING WATER TREATMENT UNITS
SECTION 612 SOLAR SYSTEMS
SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES <\/td>\n<\/tr>\n
78<\/td>\nCHAPTER 7 SANITARY DRAINAGE
SECTION 701 GENERAL
SECTION 702 MATERIALS
TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n
79<\/td>\nTABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE 702.3 BUILDING SEWER PIPE <\/td>\n<\/tr>\n
80<\/td>\nTABLE 702.4 PIPE FITTINGS
SECTION 703 BUILDING SEWER
SECTION 704 DRAINAGE PIPING INSTALLATION
TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE <\/td>\n<\/tr>\n
81<\/td>\nSECTION 705 JOINTS <\/td>\n<\/tr>\n
83<\/td>\nTABLE 705.18 CAULKING FERRULE SPECIFICATIONS
TABLE 705.19 SOLDERING BUSHING SPECIFICATIONS
SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS <\/td>\n<\/tr>\n
84<\/td>\nTABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION
SECTION 707 PROHIBITED JOINTS AND CONNECTIONS
SECTION 708 CLEANOUTS <\/td>\n<\/tr>\n
85<\/td>\nSECTION 709 FIXTURE UNITS
TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS <\/td>\n<\/tr>\n
86<\/td>\nTABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS <\/td>\n<\/tr>\n
87<\/td>\nSECTION 710 DRAINAGE SYSTEM SIZING
TABLE 710.1(1) BUILDING DRAINS AND SEWERS
TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa
SECTION 711 OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE <\/td>\n<\/tr>\n
88<\/td>\nSECTION 712 SUMPS AND EJECTORS <\/td>\n<\/tr>\n
89<\/td>\nTABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
SECTION 713 COMPUTERIZED DRAINAGE DESIGN
SECTION 714 BACKWATER VALVES
SECTION 715 VACUUM DRAINAGE SYSTEMS
SECTION 716 REPLACEMENT OF UNDERGROUND BUILDING SEWERS AND BUILDING DRAINS BY PIPE-BURSTING METHODS <\/td>\n<\/tr>\n
90<\/td>\nSECTION 717 RELINING BUILDING SEWERS AND BUILDING DRAINS
SECTION 718 REHABILITATION OF BUILDING SEWERS AND BUILDING DRAINS <\/td>\n<\/tr>\n
92<\/td>\nCHAPTER 8 INDIRECT\/SPECIAL WASTE
SECTION 801 GENERAL
SECTION 802 INDIRECT WASTES <\/td>\n<\/tr>\n
93<\/td>\nSECTION 803 SPECIAL WASTES <\/td>\n<\/tr>\n
94<\/td>\nCHAPTER 9 VENTS
SECTION 901 GENERAL
SECTION 902 MATERIALS
SECTION 903 VENT TERMINALS <\/td>\n<\/tr>\n
95<\/td>\nSECTION 904 OUTDOOR VENT EXTENSIONS
SECTION 905 VENT CONNECTIONS AND GRADES
SECTION 906 VENT PIPE SIZING <\/td>\n<\/tr>\n
96<\/td>\nTABLE 906.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS <\/td>\n<\/tr>\n
97<\/td>\nTABLE 906.5.1 SIZE AND LENGTH OF SUMP VENTS
SECTION 907 VENTS FOR STACK OFFSETS
SECTION 908 RELIEF VENTS\u2014STACKS OF MORE THAN 10 BRANCH INTERVALS <\/td>\n<\/tr>\n
98<\/td>\nSECTION 909 FIXTURE VENTS
TABLE 909.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
SECTION 910 INDIVIDUAL VENT
SECTION 911 COMMON VENT
TABLE 911.3 COMMON VENT SIZES
SECTION 912 WET VENTING <\/td>\n<\/tr>\n
99<\/td>\nTABLE 912.3 WET VENT SIZE
SECTION 913 WASTE STACK VENT
TABLE 913.4 WASTE STACK VENT SIZE
SECTION 914 CIRCUIT VENTING <\/td>\n<\/tr>\n
100<\/td>\nSECTION 915 COMBINATION WASTE AND VENT SYSTEM
TABLE 915.2.2 SIZE OF COMBINATION WASTE AND VENT PIPE
SECTION 916 ISLAND FIXTURE VENTING
SECTION 917 SINGLE-STACK VENT SYSTEM <\/td>\n<\/tr>\n
101<\/td>\nTABLE 917.2 SINGLE STACK SIZE
SECTION 918 AIR ADMITTANCE VALVES <\/td>\n<\/tr>\n
102<\/td>\nSECTION 919 ENGINEERED VENT SYSTEMS
TABLE 919.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUALBRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES
EQUATION 9-1
SECTION 920 COMPUTERIZED VENT DESIGN <\/td>\n<\/tr>\n
104<\/td>\nCHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS
SECTION 1001 GENERAL
SECTION 1002 TRAP REQUIREMENTS <\/td>\n<\/tr>\n
105<\/td>\nSECTION 1003 INTERCEPTORS AND SEPARATORS <\/td>\n<\/tr>\n
106<\/td>\nTABLE 1003.3.5.1 CAPACITY OF GREASE INTERCEPTORSa <\/td>\n<\/tr>\n
107<\/td>\nSECTION 1004 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
108<\/td>\nCHAPTER 11 STORM DRAINAGE
SECTION 1101 GENERAL
SECTION 1102 MATERIALS
TABLE 1102.4 BUILDING STORM SEWER PIPE <\/td>\n<\/tr>\n
109<\/td>\nTABLE 1102.5 SUBSOIL DRAIN PIPE
TABLE 1102.7 PIPE FITTINGS
SECTION 1103 TRAPS
SECTION 1104 CONDUCTORS AND CONNECTIONS
SECTION 1105 ROOF DRAINS <\/td>\n<\/tr>\n
110<\/td>\nSECTION 1106 SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS
EQUATION 11-1
TABLE 1106.2 STORM DRAIN PIPE SIZING
TABLE 1106.3 VERTICAL LEADER SIZING <\/td>\n<\/tr>\n
111<\/td>\nFIGURE 1106.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
112<\/td>\nFIGURE 1106.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
113<\/td>\nFIGURE 1106.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
114<\/td>\nFIGURE 1106.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
115<\/td>\nFIGURE 1106.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
116<\/td>\nTABLE 1106.6 HORIZONTAL GUTTER SIZING
SECTION 1107 SIPHONIC ROOF DRAINAGE SYSTEMS
SECTION 1108 SECONDARY (EMERGENCY) ROOF DRAINS
SECTION 1109 COMBINED SANITARY AND STORM PUBLIC SEWER
SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS <\/td>\n<\/tr>\n
117<\/td>\nSECTION 1111 SUBSOIL DRAINS
SECTION 1112 BUILDING SUBDRAINS
SECTION 1113 SUMPS AND PUMPING SYSTEMS <\/td>\n<\/tr>\n
118<\/td>\nCHAPTER 12 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION 1201 GENERAL
SECTION 1202 MEDICAL GASES
SECTION 1203 OXYGEN SYSTEMS <\/td>\n<\/tr>\n
120<\/td>\nCHAPTER 13 NONPOTABLE WATER SYSTEMS
SECTION 1301 GENERAL
FIGURE 1301.3 PICTOGRAPH\u2014DO NOT DRINK <\/td>\n<\/tr>\n
122<\/td>\nSECTION 1302 ON-SITE NONPOTABLE WATER REUSE SYSTEMS <\/td>\n<\/tr>\n
123<\/td>\nTABLE 1302.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS <\/td>\n<\/tr>\n
124<\/td>\nSECTION 1303 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS <\/td>\n<\/tr>\n
125<\/td>\nTABLE 1303.10.1 LOCATION OF RAINWATER STORAGE TANKS <\/td>\n<\/tr>\n
126<\/td>\nSECTION 1304 RECLAIMED WATER SYSTEMS <\/td>\n<\/tr>\n
128<\/td>\nCHAPTER 14 SUBSURFACE GRAYWATER SOIL ABSORPTION SYSTEMS
SECTION 1401 GENERAL
SECTION 1402 SYSTEM DESIGN AND SIZING
EQUATION 14-1 <\/td>\n<\/tr>\n
129<\/td>\nTABLE 1402.3 LOCATION OF SUBSURFACE GRAYWATER SOIL ABSORPTION SYSTEM
SECTION 1403 INSTALLATION
TABLE 1403.1.1 DESIGN LOADING RATE <\/td>\n<\/tr>\n
130<\/td>\nTABLE 1403.2 DISTRIBUTION PIPE <\/td>\n<\/tr>\n
132<\/td>\nCHAPTER 15 REFERENCED STANDARDS
ANSI
ASHRAE
ASME <\/td>\n<\/tr>\n
134<\/td>\nASPE <\/td>\n<\/tr>\n
135<\/td>\nASSE <\/td>\n<\/tr>\n
137<\/td>\nASTM <\/td>\n<\/tr>\n
142<\/td>\nAWS
AWWA <\/td>\n<\/tr>\n
143<\/td>\nCISPI
CSA <\/td>\n<\/tr>\n
146<\/td>\nIAPMO
ICC
ISEA
MSS <\/td>\n<\/tr>\n
147<\/td>\nNFPA
NGWA
NSF <\/td>\n<\/tr>\n
148<\/td>\nPDI
PSAI
UL <\/td>\n<\/tr>\n
150<\/td>\nAPPENDIX A PLUMBING PERMIT FEE SCHEDULE
TABLE A101 EXAMPLE OF PERMIT FEE SCHEDULE
PERMIT ISSUANCE
UNIT FEE SCHEDULE
OTHER INSPECTIONS AND FEES <\/td>\n<\/tr>\n
152<\/td>\nAPPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES
TABLE B101 RATES OF RAINFALL FOR VARIOUS CITIESa <\/td>\n<\/tr>\n
153<\/td>\nTABLE B101\u2014continued RATES OF RAINFALL FOR VARIOUS CITIESa <\/td>\n<\/tr>\n
154<\/td>\nTABLE B101\u2014continued RATES OF RAINFALL FOR VARIOUS CITIESa <\/td>\n<\/tr>\n
155<\/td>\nTABLE B101\u2014continued RATES OF RAINFALL FOR VARIOUS CITIESa <\/td>\n<\/tr>\n
156<\/td>\nAPPENDIX C STRUCTURAL SAFETY
SECTION C101 CUTTING, NOTCHING AND BORING IN WOODMEMBERS <\/td>\n<\/tr>\n
158<\/td>\nAPPENDIX D DEGREE DAY AND DESIGN TEMPERATURES
TABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
159<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
160<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
161<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
162<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
163<\/td>\nTABLE D101\u2014continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES <\/td>\n<\/tr>\n
164<\/td>\nAPPENDIX E SIZING OF WATER PIPING SYSTEM
SECTION E101 GENERAL
SECTION E102 INFORMATION REQUIRED
SECTION E103 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
168<\/td>\nTABLE E103.3.1(1) SUMMATION OF DEVELOPED PIPE LENGTHS <\/td>\n<\/tr>\n
169<\/td>\nTABLE E103.3.1(2) FITTING PRESSURE LOSSES EXPRESSED IN EQUIVALENT LENGTHS (formerly Table E1)
TABLE E103.3.1(3) TOTAL FRICTION LOSS EQUIVALENT PIPING LENGTH (formerly Table E2) <\/td>\n<\/tr>\n
170<\/td>\nFIGURE E103.3(1) EXAMPLE\u2014SIZING <\/td>\n<\/tr>\n
171<\/td>\nTABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
172<\/td>\nTABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n
173<\/td>\nTABLE E103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
174<\/td>\nTABLE E103.3(3)\u2014continued TABLE FOR ESTIMATING DEMAND
TABLE E103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) <\/td>\n<\/tr>\n
175<\/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
176<\/td>\nFIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
177<\/td>\nFIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
178<\/td>\nFIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
179<\/td>\nFIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n
180<\/td>\nFIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
181<\/td>\nFIGURE E103.3(7) FRICTION LOSS IN ROUGH PIPEa <\/td>\n<\/tr>\n
182<\/td>\nSECTION E104 SELECTION OF PIPE SIZE
SECTION E105 DETERMINATION OF PIPE VOLUMES <\/td>\n<\/tr>\n
183<\/td>\nTABLE E104.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n
184<\/td>\nTABLE E104.1\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n
185<\/td>\nTABLE E105.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING <\/td>\n<\/tr>\n
186<\/td>\n[A] APPENDIX F BOARD OF APPEALS
[A] SECTION F101 GENERAL <\/td>\n<\/tr>\n
188<\/td>\nINDEX <\/td>\n<\/tr>\n
200<\/td>\nICC TRAINING <\/td>\n<\/tr>\n
201<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

South Carolina Plumbing Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
SC<\/b><\/a><\/td>\n2021<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":418907,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2785],"product_tag":[],"class_list":{"0":"post-418903","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-sc","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\/418903","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\/418907"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=418903"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=418903"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=418903"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}