ELECTRICAL SYMBOLS - PLANS ELECTRICAL SYMBOLS - … · electrical symbols - schematic diagram...

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ELECTRICAL SYMBOLS - SINGLE LINE DIAGRAM ELECTRICAL SYMBOLS ELECTRICAL SYMBOLS - SCHEMATIC DIAGRAM ** * * ** ELECTRICAL SYMBOLS - PLANS ** of 87 SHELL OIL PRODUCTS US XXX SVE/BIOVENTING SYSTEM CAROUSEL TRACT CITY OF CARSON 90% SUBMITTAL ELECTRICAL LEGEND AND ABBREVIATIONS 74 E-0.1

Transcript of ELECTRICAL SYMBOLS - PLANS ELECTRICAL SYMBOLS - … · electrical symbols - schematic diagram...

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ELECTRICAL SYMBOLS - SINGLE LINE DIAGRAM

ELECTRICAL SYMBOLS

ELECTRICAL SYMBOLS - SCHEMATIC DIAGRAM

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ELECTRICAL SYMBOLS - PLANS

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ELECTRICAL LEGEND ANDABBREVIATIONS

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NOT TO SCALE

GROUND WELL DETAIL1

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ELECTRICAL DETAILS

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ELECTRICAL SITE PLAN

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ELECTRICAL SITE PLAN

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SVE/BIOVENTING COMPOUNDLIGHTING PLAN

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LIGHTING PLAN

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SVE/BIOVENTING COMPOUNDPOWER & CONTROL PLAN

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POWER & CONTROL PLAN

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MANIFOLD BUILDING LIGHTING, POWER & CONTROL PLAN

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MANIFOLD BUILDINGLIGHTING, POWER & CONTROL PLAN

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MAIN SWITCHBOARD (MSA) AND MOTOR

CONTROL CENTER (MCC) ELEVATION

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SVE/BIOVENTING COMPOUND SINGLE LINE DIAGRAM1

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NEMA 3R ENCLOSURE NOT SHOWN FOR CLARITY

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SINGLE-LINE DIAGRAM

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CONDUIT SCHEDULE

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SVE/BIOVENTING COMPOUNDAREA CLASSIFICATION PLAN

108 E-3.0

AREA CLASIFICATION

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SECTIONA

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HAZARDOUS AREA CLASSIFICATIONS:

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GROUNDING PLAN

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L

GENERAL NDIES

1. PROVIDE AU. MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALl. COMPLETE AND OPERABLE PLUMBING SYSTEMS NJ INDICATED ON THE DRAWINGS, AS SPECIFIED, PER MANUFACTURER'S RECOMMENDATIONS, AND IN ACCORDANCE WITH AU. APPLICABLE CODES, ORDINANCES, LAWS, AND PERMITS. SUCH ITEMS INCUIJE BIJT ARE NOT UMITED TO THE 2013 CAUFORNIA PWMBING CODE (CPC), 2013 CALIFORNIA BUILDING CODE (CBC). 2013 CAUFORNIA GREEN BUILDING STANDARDS CODE (CGBSC), 2013 CAUFORNIAELECTRICAI. CODE (CEC), 2013 CAUFORNIA MECIWICAI. CODE (CMC), 2013 CAUFORNIAREFERENCED STANDARDS, PART 12. 1TTI.E 24 C.C.R., TinE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS, AND THE OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT (OSHPD) REQUIREMENTS.

2. WHERE THERE IS A CONFUCT BETWEEN THE DRAWINGS AND SPECIFICATlONS, THE MORE STRINGENT REQUIREMENT SHAll. APPLY.

3. THE CONTRACTOR. SHALl. BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUcnON ON THE SITE.

4. VERIFY ALL SITE CONDmONS AND DIMENSIONS, AND EXACT LOCATlONS AND ELEVATlONS OF PIPING BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS. NOTlFYTHE OWNER'S REPRESENT AliVE AT ONCE FOR INSTRUCTlON ON HOW' TO PROCEED.

7. AU. EXCAVATlON AND TRENCIING SHALl. BE PERFORMED IN STRICT COMPUANCE WITH THE REGULATlONS OF THE OCCUPA110NAL SAFETY AND tEAI..TH ADMINISTRATlON (OSHA).

8. AU. PIPING SHAll. BE KEPT CLEARED FROM LOAD BEARING FOOTINGS. SEE STRUCT\JRAL DRAWINGS AND SPECIFICATIONS FORADDmONALINFORMATION.

9. REFER TO ARCIITECT\JRAL DRAWINGS FOR CONSTRUCTION PHASING BOUNDARIES. 11. SEWER, WATER, AND STORM DRAIN SYSTEMS INDICATED IN THESE DRAWINGS SHALl. EXTEND TO

PLUMBING/CIVIL POINTS OF CONNECTION AT 5'-11" OUTSIDE OF THE BUILDING(S) UNLESS OTHERWISE INDICATED. CONT1NUA110N OF SUCH PIPING SYSTEMS ARE INDICATED ON THE CIVIL DRAWINGS WITH CORRESPONDING ASSOCIATED MATERIALS SPECIFIED UNDER A SEPARATE SECTION OF THE PROJECT SPECIFICAnQNS. AU. SUCH PIPING SHALL BE INSTA!.l.ED IN A MANNER TO PROVIDE PROPER CCNIEcnON TO INVERT ELEVATIONS INDICATED ON CIVIL DRAWINGS. WHERE SIZES DIFFER BETWEEN PLUMBING AND CIVIL DRAWINGs, CONTRACTOR SHALL PROVIDE TRANSI110N mTINGSNJ NECESSARY TO ALLOW FOR PROPER CONNECTION.

12. NATURAL GAS PIPING SYSTEMS INDICATED IN THESE DRAWINGS INCLUDE AU. BUILDING AND SITE GAS PIPING EXTENDING AND CONNEcnNG TO THE Ol1T1ET OF THE GAS METER.

14. CONTRACTOR SHAll. INITIATE CONTACT WITH THE SERVING GAS IJTILITY COMPANY AND MAKE ARRANGEMENTS FOR THE INSTAU.ATlON OF NEW GAS SERVICE AND GAS METER OF THE CAPACITY AND LOCATION INDICATED ON THE DRAWINGS. OPERATE AU. ITEMS SERVED WITH GAS AT FULl. FIRE AND MAKE REQUIRED ADJUSliiENTS NJ NECCESARY FOR PROPER CAUBRATION OF GAS METER PRESSURE REGULATORS IN COOPERATlON NTH GAS UTIUTY AND IN ACCORDANCE WITH GAS LmLITY START UP REQUIREMENTS. AU. REQUIRED GAS LmLITY FEES SHAll. BE PAID BY 0\'IINER.

15. CONTRACTOR SHAll. INITIATE CONTACT WITH THE SERVING GAS LmLITY COMPANY, AND CONFIRM THAT THE EXISTING GAS SERVICE AND METER ARE OF ADEQUATE SIZE AND CAPACITY TO ACCOMMODATE THE COMBINED EXISTING AND NEW GAS BTUH LOADS RESULTlNG FROM THE WORK DESCRIBED IN THESE DRAWINGS. FIELD VERIFY ALL EXISTING AND NEW GAS BTUH LOAD DEMANDS AS NECESSARY TO ACCOMMODATE GAS UTIUTY SERVICE PLANNING REQUIREMENTS. SHOULD THE EXISTlNG GAS SERVICE OR METER BE DETERMNED TO BE OF INADEQUATE SIZE OR CAPACITY, NanFYTHE OWNER'S REPRESENTA11VE AT ONCE FOR INSTRUCTION ON HOW' TO PROCEED.

18. NATURAL GAS PIPE SIZING CALCULATIONS ARE BASED ON A CALORIC CONTENT OF 1,0DD BTU'S PER CUBIC FOOT.

17. REFER TOARCHITECT\JRAL DRAWINGS FOR LOCATlONS, ROUGH IN DIMENSIONS, AND MOUNTlNG HEIGHTS OF AU. EXPOSED ELEMENTS. SUCH ITEMS INCLUDE, BIJT ARE NOT LIMITED TO PLUMBING FIXT\JRES AND EQUPMENT, ACCESS PANELS, MEDICAL GAS AND VACU ... Ol.lnETS, MEDICAL GAS AND VACUUM ZONE CONTROL VALVE PANELS, HOSE BIBBS, RECESSED HOSE BIBBS. AND OVERFLOW DRAIN TERMINATION POINTS. WHERE DIMENSIONS ARE NOT INDICATED, SEEK ARCHITECT'S DIRECTION AND/OR APPROVAL PRIOR TO INSTALLATION.

18. PROVIDE ACCESS PANELS IN WALLS AND HARD SUSPENDED CEIUNGS WHERE REQUIRED TO SERVICE TRAPS, CLEANOIJTS, VAL. YES, MIXING VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS AND OTHER CONCEALED PLWIIBING APPURIENANCES. WHERE POSSIB!.E, USE SAME ACCESS PANEL TO SERVICE MORE THAN ONE ITEM WHEN LOCATED DIRECTLY ADJACENT IN SAME IMMEDIATE VICINITY. REFER TO SPECIFICATlONS FOR ACCESS PANEL REQUIREMENTS.

19. REFER TO DETAILS FOR ADDITIONAL COORDINATlON, SHOP DRAWING, AND INSTALLATION REQUIREMENTS FOR TYPICAL EXPOSED PLUIIEING ELEMENTS IN RESTROOMS.

20. WATER HAMMER ARRESTOR. SIZES SHALl. CORRESPOND TO PWMBING & DRAINAGE INSlTTIJTE (PDI) WATER HAMMER ARRESTERS STANDARD PDI·WH 201 CURRENT EDITION SIZING RECOMMENDATIONS.

21. HOSE BIBBS SHALl. BE EQUIPPED VIIITH AN APPROVED NON REMOVABLE VACUUM BREAKER. 22. ACCESS PANELS. DRAIN GRATES. CLEANOUT COVERS, AND OTHER FINISH-EXPOSED COMPONENTS

SHAll. BE PROTECTED FROM DAMAGE. DAMAGED COMPONENTS SHALL BE REPLACED BY CONTRACTOR. AT NO ADDITIONAL COST TO OWNER.

25. WHERE POSSIBLE, CLEANOIJTS SHALL BE LOCATED IN UNFINISHED AREAS SUCH M STORAGE ROOMS, CLOSETS, AND JANITORS CLOSETS, ETC.

26. COORDINATE CONSTRUCTlON OF ALL PLUMBING WORK WITH ARCHITECTURAL, STRUCT\JRAL, MECHANICAL, ELECTRICAL, CIVIL, AND OTHER DISCIPUNES' WORK SHOWN ON OTHER CONTRACT DOCUMENTS.

27. DRAWINGS ARE DIAGRAMATICAND MAY NOT INDICATE ALL REQUIRED OFFSETS, TRANSITIONS AND mTINGS. PROVIDE ADDmONAL OFFSETS, TRANSITIONS AND mTINGS AS REQUIRED IN COORDINATlON 1MTH OTHER TRADES.

28. CAREFUU.Y COORDINATE AU. WORK WITH THE WORK OF OTHER CONTRACTORS AND TRADES PRIOR TO ORDERING OF MATERIAL8 ANDIOR IN8TALLA110N.IF CONTRACTOR IS IN THE PROCESS OF INSTAU.ING NEW WORK. AND CONFUCTS WITH EXISTING CONDmONS OR OTHER TRADES ARISE, NOTlFYTHE OWNER'S REPRESENTAllVE AT ONCE FOR INSTRUCTlON ON HOW' TO PROCEED.

29. LOCATlONS SHOWN FOR POINTS OF CONNECTION TO MECHANICAL UNITS AND EQUPIIENT INSTAU.ED BY OTHER TRADES ARE APPROXIMATE. USING MANUFAC11.RER.'S CERTIFIED DRAWINGS, VERIFY WITH THE INSTALUNG CONTRACTOR EXACT PWMBING REQUIREMENTS, ROUGH-IN LOCATIONS AND CONNECTION POINTS OF AU. EQUIPMENT REQUIRING PLUMBING CONNECTIONS. WHERE PLANS INDICATE ASSOCIATED PLUMBING SERVICE PIPING PENETRATING THROUGH ADJACENT ROOF OR STRUCTURE, MAKE ADJUSTMENT TO PENETRATION LOCATlONS AS NECESSARY TO UMIT EXPOSED HORIZONTAL PIPING DISTANCE TO MAXIMUM 3'-11'' BETWEEN THE PENETRATION LOCATION AND POINT OF CONNECTION TO THE EQUIPMENT.

30. AU. VALVES AND STRAINERS SHALL BE FULl. SIZE OF PIPE BEFORE REDUCING SIZE TO MAKE CONNECTIONS TO EQUIPMENT. COORDINATE AND PROVIDE AU. PIPING TRANSI110NS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT.

33. REFER TOARCHITECT\JRAL DRAWINGS FOR LOCATlONS OF AU. FIRE RATED ASSEMBUES. PROVIDE FIRESTOPPING AT ALL PENETRATIONS THROUGH FIRE RETARDANT CONSTRUcnON IN ACCORDANCE WITH SPECIFICATIONS.

34. HORIZONTAL SANITARY DRAINAGE PIPING SHALl. SLOPE AT 1/4" PER FOOT UNLESS OTHERWISE INDICATED. WHERE IT IS IMPRACTICAL TO SLOPE AT 1/4" PER FOOT, PIPING 4" AND GREATER IN SIZE MAY BE INSTAUED AT 1/r PER FOOT WHEN FIRST APPROVED BY THE ADMINISTRATlVE AUTHORITY.

35. HORIZONTAL SANITARY VENT PIPING SHAll. BE GRADED TO DRIP BACK BY GRAVITY TO THE SOIL OR WASTE PIPE WHICH IT SERVES.

PRINTED ON RECYa.ED CONTENT

QENERAL. NOJFS

38. HORIZONTAL STORM DRAIN AND OVERFLOW PIPING SHALL SLOPE AT 118" PER FOOT UNLESS OTHERWISE INDICATED.

37. HORIZONTAL CONDENSATE PIPING SHALL SLOPE AT 1/r PER FOOT UNLESS OTHERWISE INDICATED.

38. INSTALL CAST·IRON SOIL PIPING ACCORDING TO THE CAST IRON SOIL PIPE INSTITUTE (CISPI) STANDARD PUBUCATION "CCSPI DESIGNATlON 301-119''.

41. PLUMBING VENT TERMINATIONS SHALL MAINTAIN MINIMUM CLEARANCES OF 10'-G" HORIZONTAU.Y FROM OR3'.1J'' VERTICALLY ABOVE ANY WINDOW, DOOR, OPENING, AIR INTAKE OR VENT SHAFT. CONTRACTOR. SHAll. FIELD COORDINATE LOCATIONS OF PLUMBING VENT TERMINATlONS RELATlVE TO SUCH BUILDING ELEMENTS, AND MAKE ADJUSTMENTS AS NECESSARY TO MAINTAIN CL£ARANCES.

42. DOMESTIC WATER PIPING AND COMPONENTS SHALL BE PROVIDED AND INSTAUED IN COMPUANCE WITH CAUFORNIAAB 1953 LEGISLATION (EFFECllVE JANUARY 1, 2010), WHICH LIMITS THE ALLOWABLE LEAD CONTENT IN CERTAIN DOMESTIC WATER SYSTEM COMPONENTS.

44. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATlON AND ARRANGEMENT OF PIPING. INDICATED LOCATIONS AND ARRANGEMENTS ARE USED TO SIZE PIPE AND CALCULATE FRICTION L088, EXPANSION, AND OTHER DESIGN CONSIDERATIONS. INSTALl. PIPING AS INDICATED WILESS DEVIATlONS TO LAYOIJT ARE APPROVED ON COORDINATlON DRAWINGS.

4!1. PIPING BETWEEN EACH PLUMBING FIXTURE AND THE NEAREST BRANCH OR MAIN PIPING RUN SHALL BE SIZED TO MATCH THE CORRESPONDING FIXT\JRE SCHEDULE CONNECTION SIZE AT A MINIMUM UNLESS NOTED AS A LARGER SIZE ON PLANS. PIPE HEADERS IN WALLS SERVING BANKS OF FIXTURES SHALL BE FUU. UNE SIZE FROM THE UPSTREAM END OF THE BRANCH UtE TO THE END TERMINAL UNLESS OTHERWISE INDICATED.

48. ALL EXPOSED PIPING AT WATER HEATING EQUIPMENT (INCLUDING SUPPUES) SHAll. BE INSULATED.

48. SHUTOFF VALVES, SHIJT.QFF COCKS, WATER CONTROL DEVICES. CL.EANOU'TB, AND OTHER PIPING APPURTENANCES SHAU. BE THE SAME SIZE AS PIPING SERVED UNLESS OTHERIMSE INDICATED.

50. PLUMBING PIPING SHALL NOT BE RUN THROUGH OR WITHIN CEIUNG SPACE ABOVE ELECTRICAL ROOMS, TELECOMMUNICATlONS ROOMS, OR ELEVATOR MACHINE ROOMS, EXCEPT FOR BRANCH PIPING SERVING EQliPIIENT IN THESE ROOMS.

52. INSTALL PIPING IN A NEAT ORGANIZED LAYOIJT COORDINATING WITH OTHER TRADES. 53. PROVIDE HANGERS. CLAMPS, ANCHORS AND GUIDES ACCORDING TO SPECIFICATIONS TO PREVENT

STRESS ON PIPING. 54. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, TRAPS, FLANGES, AND OTHER

APPURIENANCES REQUIRING ACCESS ARE ACCESSIBLE. 55. UNIONS OR FLANGES SHALL BE INSTAU.ED AT EACH PIECE OF EQliPMENT, IN BYPASSES, AND IN

LONG PIPING RUNS (100 FEET OR IIORE) TO PERMIT DISA88EMBL Y FOR AI. TERATlON AND REPAIRS. 58. PROVIDE FLEXIBLE CONNECTORS IN ALL PIPING SYSTEMS WHICH CONNECT TO PUMPS OR OTHER

EQUIPMENT WHICH REQUIRE VIBRATlON ISOLATION. FLEXIBLE CONNECTIONS SHALl. BE PROVIDED M CLOSE TO THE EQUIPMENT AS POSSIBLE.

58. PROVIDE SLEEVES FOR PIPING PENETRATlONS THROUGH CONCRETE OR MASONRY WALLS, FOOTINGS. GRADE BEAMS OR OTHER SIMILMSTRUCTURAL ELEMENTS. SLEEVES SHAll. BE MINIMUM 21NCHES DIAMETER LARGER THAN THE PIPING SERVED.

80. ALL OUT1ETS FOR FUTURE CONNECTlONS SHAll. BE INSTALLED SOAS TO PERMIT EASY CONNEcnON. AU. PWGGED OR CAPPED WASTE ounETS FOR FUTURE CONNECTIONS SHALL BE INSTALLED AS LOW AS POSSIBLE IN CEIUNG SPACES. AU. PLUGGED OR CAPPED VENT Ol.lnETS FOR FUTURE CONNECTIONS SHAll. BE INSTALLED AS HIGH NJ POSSIBLE IN CEIUNG SPACES.

61. PROVIDE ALL NECESSARY TEMPORARY OR PERMANENT CAPS OR PLUGS FOR PIPING. DO NOT LEAVE PIPING OPEN ENDED.

13. NEW POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE IN ACCORDANCE WITH SECTION 609.9 OF THE 2013 CAUFORNIAPLUMBING CODE AND SPECIFICATIONS.

66. ALL SINK FAUCETS SHALl. BE PROVIDED WITH LAMINAR FLOW STREAM SPOIJTS (NON-AERATlNG TYPE).

66. ADA LAVATORIES AND SINKS SHALl. BE PROVIDED VIIITH ADA INSULATED TRAP AND SUPPLY COVERS M SPECIFIED.

88. MEDICAL GAS PIPING AND FUEL GAS PIPING SHALL NOT BE USED MAN ELECTRCIJE FOR GROUNDING ELECTRICAL SYSTEMS.

70. EXCEPT FOR DESIGNATED MEDICAL GAS ZONE VALVES, AU. MEDICAL GAS IN-IJNE SHIJT.QFF VALVES SHALL BE LOCKED OPEN, (INDICATING HANDLE TYPE) AND PROVIDED WITH LABEL OF ADEQUATE SIZE TO INDICATE NAME OF MEDICAL GAS AND AREA(&) SERVED AS REQUIRED BY NFPA 99.

75. ALL MATERIALS. DEVICES. FIXT\JRES. AND EQUIPMENT SHALl. BE CITY OF LOS ANGELES APPROVED.

EQUIPMENT ANCHQRAGE NOJES

1. SEISMIC ANCifORAGE OF EQUIPMENT SHAll. MEET 2013 CAUFORNIA BUILDING CODE REQUIREMENTS IN ACCORDANCE WITH TIE AMERICAN SOCIETY OF CIVIL ENGINEERS· ASCE 7-05, SECTION 13.6 AND TABLE 13.6-1.

2. PROVIDE COMPLETE SHOP DRAWINGS INCLUDING LOCATIONS OF AU. BRACING AND ASSOCIATED CALCULATIONS. SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN CAUFORNIA.

DESIGN BY: STAMP PLANS PREPARED BY:

Designer

A: COM DRAWN BY:

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CHECKED BY: 999 W. TOWN & COUNTRY ROAD

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BENCHMARK:

PLUMBING ANNWAIIDN syum '

!lFIAII CAl I QUI

~ DETAIL IDENTIFICATION

~ SHEET WHERE DETAIL IS DRAWN

EN! ARGEQ PI AN CAl I QUI

~ PLAN IDENTIFICATION

~ SHEET WHERE PLAN IS DRAWN

B!SfR !J!!SBW fA! I Ql !I

~ PIPINGIM!TEM IDENTlFICATION

~ RISERNI.MIER

FJXDIRE QR FQ!IpMFNI GAl I Ql !I

~ FIXT\IREOREQUIPMENTilENTIFICATION

L""c'J •. ~ " \__ SPECIFIC INFORMATION

-- KEYNOTE NUIIEER; CROSS REFERENCE TOWRinEN KEYNOTES ON SlEET

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PLUMBING PIPING SYMBOLS

RING! E I INE !MI!QI

------"" ------"" _____ ., --------ss ------v

DOIIIESTlC COLD WATER PIPING

DOIIIESTlC HOT WATER PIPINO

SANITARY SOIL OR WAST'E. PFI'IG NIV SL.ABIGIVDE

SANITARY SOIL OR WAST'E. PFI'IG BEL SLAB.IGRADE

SANITARYVENTPIPINO

'""'" PIPE RISER UP (ELBOW)

PIPE RISER DOWN (ELBOW)

PIPE RISER UP {TEE)

PIPE RISER DOWN (TEE)

BRANCH UNE CONNECTION {TOP)

BRANCH UNE CONNECTION jBOTTOMJ

SHUTOFF VALVE OR SHUTOFF COCK

""'"""'

"''""'"' SHELL OIL PRODUCTS US CITY OF CARSON

NO DESCRIPTION APPROVE DATE

1 DIW'T PROGRESS SET (90'1C.) 10-1~l!i

SVE/ BIOVENTING SYSTEM CAROUSEL TRACT

PLUMBING GENERAL NOTES, SYMBOLS, & ABBREVIATIONS

PROJECT NO. PLAN NO.

XXX 84 of 87 POOl

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BENCHMARK:

SCALE: 1/8" = 1'-0•

NO DESCRIPTlON NJPRQVE DATE

1 DRAFT PROGRESS SET(IIMI.) 1CI-111-201o SHELL OIL PRODUCTS US

CITY OF CARSON SVE/ BIOVENTING SYSTEM

CAROUSEL TRACT PLUMBING FIRST FLOOR PLAN­

DRAINAGE & WATER 1-+-------+----+-----1 PROJECT NO.

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NO DESCRIPTlON NJPRQVE DATE

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BENCHMARK:

SHELL OIL PRODUCTS US CITY OF CARSON

SVE/ BIOVENTING SYSTEM CAROUSEL TRACT

ENLARGED PARTIAL FLOOR PLAN­DRAINAGE & WATER

I SHEET 86 of 87 rAN NO. P411

Page 14: ELECTRICAL SYMBOLS - PLANS ELECTRICAL SYMBOLS - … · electrical symbols - schematic diagram electrical symbols - single line diagram electrical symbols ** * * ** electrical symbols

DOMESTIC CW & HW BRANCH INSTANT- WATER HEATER PRESSURE C1 POINT-Of.alNNECTION .,,. SYSTEM DESIGN PRESSI.RE .,,. r•nr.r..~M EL.ENENTDATA (PRESSURE FEDUCI<II3 VH..VE SET MNIJFACTl.RER """"'""' INPUT WATERCCNI. TEMPERAT\JRE

~""" ~·~ FLOW RATE RISE AT O.SO GPM "''"""'

HEIGHT OF GOVERNING FIXTlJRE m AND MODEL - ""' (INCHES) 1"0 v WAITS ~ .....

QNC. PIPE RISER)

PRESSURE LOSSES: I WH-1 I CHRONOMITE

2.15PSI .,.

'·' ,. 'A = ... m ~ Willi WALl. MOUNTED BRACKET. STATlC(tlftX0.43) """"" ~ RED. PRES. BACKFLOW PREVENTER ,,.. RESIDUAL PRES. C1 OOVERNING FIXT. ""' 1"WATER tJETER013 GPM ""

TOTAL= 3S.15PSI

PRESSURE AVAILABLE FOR FRICTION: PLUMBING FIXTURE SCHEDULE 88-33.15= 34.86PSI

HQIE; AU. PLUMBING FIXTl..IU:S NID FIXT\JRE FITTINGS SfW..L MEET THE STANDARDS REFERENCED IN TABLE 6.303.6 OF CAUFORNIA GREEN BUILDING COOE.

TOTAL DEVELOPED L.ENaTH PI'E ROUGH-IN CO,... ON) 260 FT (LENGTH) X 1.3 (FITTINGS) • "'" """"- '""'""' """"PTION "'" """' FRICTION LOSS PER 100FT: '""w TIW" v "" "" ... (100X34.85)'250= 10.7 """"'"

I WC-1 I AMERICAN STANDARD, "Q--AMPION PRO RIGHT HEIGHT" MODEL NO.

WATER CLOI!ET 211AA.104.1.28 GPF, FLUSH TANK. FLOOR MOUNTED. ELONGfiTED 1.28 GALLONS PER R.USH BOWL VITREOUS C...,_ A/8 ELONGATED OPEN FRONT SEAT. ' '~-, ,. -

MATERIAL: COPPER LA<

COLD WATER MAXIMUM \'EI...OCITY = 8 FEET PER SECOND

HOT WATER MAXIMUM VELOCITY • 6 FEET PER SECQ<ID AMERICAN STANDARD, 'UJCERI'E" 0355.012, Vll1'IEOUS CHINA

[i.C'] 20"X18" WALL MOlMTED SINGLE BOWL. ca.FLETE WITH WATER DISTRIIUTla.l SIZED PER S D ps11100 FEET PRESSURE LOSS LAVATORY CHICAGO FAUCET 2200-4ES9VPABCP Q.35 GPN MANUAL FAUCET, , 1-112 1-112 ,. ,. FAUCET WITH STOP.

CHICAGO 1017-ABCP ANGLE STOP WITli RIGID SUPPLIES,

""""'""'"~ McGUIFE PW8089NCO P-TRAP WITli SUPPLY COVERS, JAY-ft.

WATER PIPE SIZING CHART SMITH LAVATORY CARRIER

~ J.R sr.nt MODEL 587iJ..H WITH APPROVED NON- REMOVABLE

COLDWATER HDTWATER HOSE BIBB VACUUM BREMER. .. BENT NOSE WITli FLANGE.

PIPE SIZE

'~~ """""' FL TN« Fl. VALVE

""""'"" FL TN«

(FDCTUREUPITS) (FDCTUREUNITS) (FDCTURE UNITS)

,. , '

, ' .. ' ' ' • WATER FIXTURE UNIT CALCULATION WASTE AND VENT PIPE SIZING CHART ' " " " " ,. " " " " '""'""' "'"' - TOTALW8FU

,. " " " " " WATER CLOSET '

,. '·' -· MAXIMUM

""'""' HOSE BIBB ' ,. ,. WASTE SIZE w"""'" w"""'" VENT SIZE -'" , ~

·~ .. G ·~

114"1FT. 118"/FT.

,. '"' "' "' ,.

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CITY OF CARSON DESIGN BY: STAMP PLANS PREPARED BY: BENCHMARK: SVE/ BIOVENTING SYSTEM

Designer

A: COM CAROUSEL TRACT

DRAWN BY: PLUMBING SCHEDULES& -'"~oc CALCULATIONS

CHECKED BY: 999 W. TOWN & COUNTRY ROAD PROJECT NO. I '""" I PLANND.

Checker ORANGE, CA92868-4713 XXX 87 of 87 P801 PRINTED ON RECYa.ED CONTENT L