APPLICABLE CODES

VICINITY MAP PROJECT SCOPE OF WORKPROJECT TEAM

1. DESIGN REPLACEMENT OF BOOSTER PUMP SYSTEM.

2. DESIGN NEW WATER SOFTENER SYSTEM.

NOCCCD BOOSTER PUMP REPLACEMENT PROJECT

ISSUE FOR 100% CDNOVEMBER, 2019

NORTH ORANGE COUNTY COMMUNITYCOLLEGE DISTRICTANAHEIM CAMPUS1830 WEST ROMNEYA DRIVE,ANAHEIM, CA 92801-1819

LIST OF 2016 CALIFORNIA CODE OF REGULATIONS - APPLICABLE CODES AS OF JANUARY 1, 2016

2016 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.

2016 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24, C.C.R.

2016 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.

2016 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24, C.C.R.

FACILITY MAP

AREA OF WORK

GENERALT100 COVER SHEET

PLUMBINGP0.1 GENERAL NOTES, ABBREVIATIONS, LEGEND AND SHEET INDEX

P0.2 SCHEDULE

P0.3 SPECIFICATIONS

P1.0 SITE PLAN

P1.1 CENTRAL PLANT RENOVATION PLAN

P2.1 8TH FLOOR RENOVATION PLAN

P3.1 PIPING DIAGRAM

P6.1 DETAILS

P6.2 DETAILS

PD1.1 CENTRAL PLANT DEMOLITION PLAN

ELECTRICALE0.1 GENERAL NOTES, LEGEND, ABBREVIATION AND SHEET INDEX

E1.1 POWER RENOVATION PLAN

ED1.1 POWER DEMOLITION PLAN

SHEET INDEX

5000 East Spring Street, 8th FloorLong Beach, CA 90815

562.497.2999

P2S, IncMECHANICAL, ELECTRICAL, PLUMBING

ABBREVIATION DESCRIPTION

@ ATABV ABOVEA/C ABOVE CEILINGAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEBEL BELOWBFP BACKFLOW PREVENTERB/G BELOW GRADEB/F BELOW FLOORBTM BOTTOMBV BALL VALVECI CAST IRONCIP CAST IRON PIPECLG CEILINGCONT. CONTINUATIONCOTG CLEAN-OUT TO GRADECU CUBICCW COLD WATERDF DRINKING FOUNTAINDIA DIAMETERDN DOWNDWG DRAWING(S)(E) EXISTINGEXIST EXISTINGEQUIP EQUIPMENTF FIREF/A FROM ABOVEF/B FROM BELOWFCO FLOOR CLEAN-OUTFD FLOOR DRAINFF FINISHED FLOORFM FORCE MAINFS FLOOR SINKFT FEETG NATURAL GAS (LOW PRESSURE)GAL GALLONSGPM GALLONS PER MINUTEGPR GAS PRESSURE REGULATORH&CW HOT AND COLD WATERH/L HIGH LEVELHDR HEADERHT HEIGHTICW INDUSTRIAL COLD WATERIN INCHESIW INDIRECT WASTEL or LAV LAVATORYMAX MAXIMUMMIN MINIMUMMPG NATURAL MEDIUM PRESSURE GASMTD MOUNTEDNTS NOT TO SCALEN2 NITROGENO2 OXYGENOD OVERFLOW DRAINOS&Y OPEN SCREW AND YOKEPOC POINT OF CONNECTIONPOD POINT OF DISCONNECTIONPSI POUNDS PER SQUARE INCHRD ROOF DRAINRI&C ROUGH-IN AND CONNECTS SINK, SEWER, SOILSD STORM DRAINSOV SHUT-OFF VALVESQ SQUARESS SERVICE SINKT/A TO ABOVET/B TO BELOWTP TRAP PRIMERTYP TYPICALUG UNDERGROUNDUON UNLESS OTHERWISE NOTEDUR URINALV SANITARY VENTVOLT VOLTAGEVTR VENT THRU ROOFW WASTEW/ WITHWC WATER CLOSETWCO WALL CLEAN-OUTWH WATER HEATERWHA WATER HAMMER ARRESTOR

IN THE EVENT ABBREVIATIONS NOT MENTIONED HEREINARE USED, REFERENCE WILL BE MADE TO ANSI Y1.1,MILITARY STANDARD ABBREVIATIONS, AND OTHERSTANDARD INDUSTRY CONVENTIONS.

SHEET INDEX

GENERAL NOTESSYMBOL DESCRIPTION

NOTE CALLOUT

DETAIL CALLOUT/PLUMBING FIXTURES- NUMBER ON TOP DENOTES DETAIL NUMBER- NUMBER ON BOTTOM DENOTES SHEET DETAIL ISSHOWN

MECHANICAL EQUIPMENT CALLOUT, SEEMECHANICAL PLANS FOR EXACT LOCATION ANDREQUIREMENTS

POINT OF CONNECTION

POINT OF DISCONNECTION

CHANGING PIPE SIZE

NEW PIPE (SIZE-SERVICE)

EXISTING PIPE/EQUIPMENT

DOMESTIC COLD WATER

VALVE AT DROP

VALVE AT RISE

ELBOW DOWN

PIPE TEE UP & DOWN OR ELBOW UP

PIPE TEE DOWN

PIPE TEE UP

SYMBOL DESCRIPTION

BALL VALVE

CHECK VALVE, SWING

STRAINER, Y-TYPE

-

-

-

-

-

4" CHWR

LEGEND ABBREVIATIONS1. ALL WORK SHALL COMPLY WITH THE 2016 EDITIONS OF THE CALIFORNIA BUILDING, MECHANICAL,

PLUMBING, AND OTHER APPLICABLE FEDERAL, STATE, OR LOCAL CODES AS ADOPTED ANDENFORCED BY THE LOCAL JURISDICTION. IN CASE THE PLANS SHOW MORE STRINGENTREQUIREMENTS, THE PLANS SHALL GOVERN THE DESIGN, YET NOTHING ON THE DESIGN DOCUMENTSSHALL BE INTERPRETED AS AUTHORITY TO VIOLATE CODE(S) OR REGULATION(S).

2. SUBMISSION OF BID IN CONNECTION WITH THIS WORK SHALL IMPLY THAT THE BIDDER HAS EXAMINEDTHE JOB SITE UNDER WHICH THE CONTRACTOR WILL BE OBLIGATED TO OPERATE UNDER THISCONTRACT. NO EXTRA CHARGE WILL BE ALLOWED FOR FAILURE OF ANY BIDDER TO EXAMINE THE SITEPRIOR TO BID.

3. WHERE USED, THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL".

4. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON DESIGN PLANS /SPECIFICATIONS WITH CODE REQUIREMENTS, THE MORE STRINGENT STANDARD SHALL PREVAIL.

5. CONTRACTOR SHALL FURNISH LABOR, MATERIALS, EQUIPMENT, AND TRANSPORTATION AS REQUIREDTO PROPERLY INSTALL ALL PLUMBING SYSTEMS OR RELATED COMPONENTS AS INDICATED ON PLANSAND SPECIFIED HEREIN.

6. ALL NEW EQUIPMENT AND MATERIAL TO BE INSTALLED AS PART OF RENOVATION / NEWCONSTRUCTION SHALL BEAR AN UNDERWRITERS LABORATORIES LABEL (UL), AND INSTALLED IN SUCHA MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED.

7. CONTRACTOR SHALL DOCUMENT AND RELAY ANY MAJOR DEVIATIONS FROM THE DESIGNDOCUMENTS, AND ATTAIN APPROVAL FROM THE MECHANICAL ENGINEER BEFORE PROCEEDING.AS-BUILT COPIES SHALL BE PROVIDED INDICATING ALL CHANGES / DEVIATIONS MADE DURINGCONSTRUCTION. CONTRACTOR SHALL PROVIDE COMPLETED AS-BUILT DRAWINGS IN THE LATESTVERSION OF AUTOCAD.

8. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL BEEXERCISED TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE BUILDINGWHICH ARE TO REMAIN IN OPERATION. ISOLATE WORK AREAS BY MEANS TO KEEP DUST AND DIRTWITHIN THE CONSTRUCTION AREA.

9. NO PIPING, EQUIPMENT, ETC. SHALL BE REMOVED, DISCONNECTED OR SHUT DOWN WITHOUT PRIORREVIEW WITH THE OWNER TO CONFIRM THAT AREAS TO REMAIN IN OPERATION WILL NOT BEAFFECTED. IF ANY AREAS NOT WITHIN THE SCOPE OF WORK ARE AFFECTED BY ANY SHUTDOWN,REMOVAL OR DISCONNECTION, SUFFICIENT ADVANCE NOTICE MUST BE GIVEN TO THE OWNERINDICATING WHICH AREAS WILL BE AFFECTED, WHEN THE PROPOSED SHUTDOWN WILL OCCUR, ANDFOR HOW LONG A PERIOD OF TIME.

10. THE ARRANGEMENT OF EQUIPMENT AND PIPING SHOWN ON THE DRAWINGS IS BASED UPONINFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF DESIGN AND IS NOT INTENDED TO SHOWEXACT DIMENSIONS PECULIAR TO A SPECIFIC MANUFACTURER. THE DRAWINGS ARE, IN PART,DIAGRAMMATIC AND SOME FEATURES OF THE ILLUSTRATED EQUIPMENT INSTALLATION MAY REQUIREREVISION TO MEET ACTUAL EQUIPMENT INSTALLATION REQUIREMENTS. STRUCTURAL SUPPORTS,FOUNDATIONS, CONNECTED PIPING, VALVES, PIPE SUPPORTS AND ELECTRICAL CONDUIT SPECIFIEDMAY HAVE TO BE ALTERED OR ADDITIONAL ITEMS REQUIRED TO ACCOMMODATE THE EQUIPMENTPROVIDED. NO ADDITIONAL PAYMENT WILL BE MADE FOR SUCH REVISIONS, ALTERATIONS AND / ORADDITIONS.

11. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE SITE MAKING FIELD MEASUREMENTS ANDPROVIDE SHOP DRAWINGS NECESSARY FOR FABRICATION OR ERECTION OF ALL HVAC AND PIPINGSYSTEMS. MAKE ALLOWANCE FOR BEAMS, PIPES AND OTHER OBSTRUCTIONS IN BUILDINGCONSTRUCTION. CHECK DRAWINGS SHOWING WORK OF OTHER TRADES AND CONSULT WITH THEUNIVERSITY REPRESENTATIVE IN THE EVENT OF POTENTIAL INTERFERENCE. SHOP DRAWINGS SHALLBE MINIMUM 1/4"=1'-0" SCALE, INDICATING FITTINGS, SIZES, WELDS AND CONFIGURATIONS ANDSUBMITTED TO ENGINEER FOR REVIEW. CONTRACTOR SHALL PROVIDE DIMENSIONED SHOPDRAWINGS COMPLETED IN THE LATEST VERSION OF AUTOCAD.

12. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES PRIOR TO FABRICATION,PURCHASE AND/OR INSTALLATION OF ALL WORK.

13. BEFORE COMMENCEMENT OF WORK, CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS,ELEVATIONS, AND CHARACTERISTICS OF ALL UTILITIES.

14. CONTRACTOR SHALL SECURE AND PAY ALL FEES AND PERMITS PERTAINING TO THE CONTRACT.

15. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED IN NEW SYSTEMS, EXCEPT WHEREINDICATED AS BEING RELOCATED.

16. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S WRITTENINSTRUCTIONS.

17. ALL PIPING SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS IN A NEAT WORKMANSHIP-LIKEMANNER AND BE SUPPORTED AS REQUIRED BY CODES. PIPING SHALL BE SET UP AND DOWN ANDOFFSET AS REQUIRED TO SUIT FIELD CONDITIONS. DIELECTRIC COUPLINGS SHALL BE USED WHEREDISSIMILAR METALS ARE JOINED.

18. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS LINE SIZE UNLESS OTHERWISE INDICATED ONDRAWINGS.

19. ISOLATE AND DRAIN EXISTING PIPING SYSTEM AS REQUIRED TO ACCOMMODATE INSTALLATION OFTHE WORK.

20. UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH SCREW-TYPE VALVE AND PRIOR TOEQUIPMENT CONNECTIONS.

21. EQUIPMENT ANCHORAGE NOTES:

ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLEDPER THE DETAILS ON THE APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED,THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE ANDDISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2016 CBC, SECTIONS 1616.10.1 THROUGH1616.10.24 AND ASCE 7-10 CHAPTER 6 AND 30.

A. ALL PERMANENT EQUIPMENT AND COMPONENTS.

B. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED)TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER.

C. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS ANDHEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARYATTACHMENTS.

THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BEPOSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THESECOMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT ANDASSOCIATED DUCTWORK, PIPING, AND CONDUIT:

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THECOMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS,LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNGFROM A WALL.

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THEINSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORDAND THE DSA DISTRICT STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALLCOMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVEREQUIREMENTS.

24. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE:

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITHTHE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10SECTION 13.6.8, 13.6.7, 13.6.5.6 ITEM 6, AND 2016 CBC SECTIONS 1616.10.17, 1616.10.18 AND 1616.10.19.

THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL BE DETAILED ON THE APPROVEDDRAWINGS OR THEY SHALL COMPLY WITH ONE OF THE OSHPD PRE-APPROVALS (OPM #) AS MODIFIEDTO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D.

COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGINGAND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM.

THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TOSUPPORT THE HANGER AND BRACE LOADS.

25. PIPING THROUGH FIRE RATED WALLS SHALL BE PER U.L. FIRE RESISTANCE SYSTEM NO. W1001. SEEARCHITECTURAL PLANS FOR ALL WALL LOCATIONS.

26. BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALLEQUIPMENT AND FIXTURES. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BECOORDINATED IN FIELD.

27. FIXTURES SHALL BE PROTECTED DURING CONSTRUCTION FROM ANY DAMAGES. REFINISHEDFIXTURES WILL NOT BE ACCEPTABLE UNDER ANY CONDITIONS.

28. COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING EQUIPMENT FOR AVAILABLEVOLTAGES AT ALL EQUIPMENT LOCATIONS.

29. BECAUSE OF THE SMALL SCALE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGSAND ACCESSORIES WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATETHE CONDITIONS SURROUNDING INSTALLATION OF HIS WORK, FURNISHING THE NECESSARY PIPING,FITTINGS, VALVES, TRAPS, AND OTHER DEVICES WHICH MAY BE REQUIRED TO COMPLETE THEINSTALLATION.

30. UNLESS SPECIFIED ON STRUCTURAL DRAWINGS, ANY ALTERATION OR MODIFICATIONS TOSTRUCTURAL ELEMENTS BY CUTTING, DRILLING, BORING, BRACING, WELDING ETC. SHALL HAVEWRITTEN APPROVAL STRUCTURAL ENGINEER PRIOR TO START WORK.

31. ITEMS NOT SHOWN IN THE DRAWINGS BUT NECESSARY FOR COMPLETE OPERATION OF THESYSTEM/FIXTURES/EQUIPMENT OR FOR COMPLETE CODE INSTALLATION SHALL BE PROVIDED AT NOADDED COST TO THE OWNER.

32. DIELECTRIC UNION ISOLATOR WITH THREADED CONNECTIONS SHALL BE PROVIDED FOR CONNECTINGINCOMPATIBLE MATERIALS.

33. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL EXISTING UTILITIES TO WHERE HE IS TOCONNECT PRIOR TO INSTALLATION OF ANY PIPING. EXTEND NEW PIPING IF NECESSARY TO WHERETHE EXISTING IS.

34. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION TIME WILL BEAS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNER'S REPRESENTATIVE SUFFICIENTNOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT DOWN TIME SHALL BE AT A TIMEDESIGNATED BY THE OWNER'S REPRESENTATIVE.

35. ALL EXISTING PIPING DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED WITH MATERIALS TOMATCH EXISTING BY THE CONTRACTOR.

100% CD 11/13/19

Project Title

RevisionsDateDescriptionNumber

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P2S No. 9883

NOCCCDBOOSTER PUMPREPLACEMENT

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NORTH ORANGE COUNTY COMMUNITYCOLLEGE DISTRICTANAHEIM CAMPUS1830 WEST ROMNEYA DRIVE,ANAHEIM, CA 92801-1819

R DOMINGOS PADILLAS PADILLA

R DOMINGO

NO SCALE

GENERAL NOTES,ABBREVIATIONS,

LEGEND ANDSHEET INDEX

P0.1

SHEET DESCRIPTION

P0.1 GENERAL NOTES, ABBREVIATIONS, LEGEND AND SHEET INDEX

P0.2 SCHEDULE

P0.3 SPECIFICATIONS

P1.0 SITE PLAN

P1.1 CENTRAL PLANT RENOVATION PLAN

P2.1 8TH FLOOR RENOVATION PLAN

P3.1 PIPING DIAGRAM

P6.1 DETAILS

P6.2 DETAILS

PD1.1 CENTRAL PLANT DEMOLITION PLAN

100% CD 11/13/19

Project Title

RevisionsDateDescriptionNumber

DesignedDrawnChecked

Date

Sheet Title

Sheet Number

Consultant

Approved

Scale

Submittal

P2S No. 9883

NOCCCDBOOSTER PUMPREPLACEMENT

1 2 3 4 5 6

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C

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NORTH ORANGE COUNTY COMMUNITYCOLLEGE DISTRICTANAHEIM CAMPUS1830 WEST ROMNEYA DRIVE,ANAHEIM, CA 92801-1819

PIPE SCHEDULESERVICE LOCATION MATERIALS

DOMESTIC, SOFTAND INDUSTRIAL

WATERABOVE GRADE

COLD WATER TYPE "L" COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS.

SHUT-OFF VALVES USE BRONZE BALL VALVE FOR PIPING NPS 2 AND SMALLER. USE NIBCO FULL PORT GATE VALVES FOR PIPING NPS 2-1/2 AND LARGER.

INDIRECT WASTE

CONCEALED TYPE "L" COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS.

EXPOSED TYPE "L" COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS WITH 1/2 " THICK MANVILLE MICRO-LOCK INSULATION.

NOTES:IMPORTED PIPING MATERIALS ARE NOT ACCEPTABLE.

R DOMINGOS PADILLAS PADILLA

R DOMINGO

NO SCALE

SCHEDULE

P0.2

BOOSTER PUMPMARK

MANUFACTURER&

MODELLOCATION TYPE SERVICE

DESIGN POINT MOTOR DATAOPERATING

WEIGHTLBS

REMARKSFLOWGPM

HEAD FTHD

HP VOLT PH RPM

BP-1WEIL

5131-080-04-075 CENTRAL PLANTTRIPLEX

BOOSTER PUMPDOMESTIC COLD

WATER170 170 15 208 3 VARIABLE 1,273

OWNER SUPPLIED EQUIPMENT, WITH WESSELS FXA-130-HP, 35 GALLON, 200 PSI EXPANSIONTANK. AND BACNET COMMUNICATION MODULE. CONTRACTOR TO INSTALL PERMANUFACTURER'S INSTRUCTIONS AND CONNECT BACNET COMMUNICATION MODULE TOBUILDING MANAGEMENT SYSTEM.

WATER SOFTENER

MARKMANUFACTURER

&MODEL

LOCATION TYPECAPACITYGRAINS

SERVICEFLOW RATE

GPM

BACKWASHGPM

PRESSURE DROP @MAX FLOW

PSI

EQUIPMENT SIZESIN

ELECTRICALOPERATING

WEIGHTLBS

REMARKS

SOFTENERDIA X HT

BRINETANK

DIA X HTVOLT PH HZ

(E) WS-1EVERSOFT

C-360-F39NXT(39MNXT)

CENTRAL PLANT TWIN ALTERNATING 480,000 170 25 25 30" X 72" 42" X 48" 120 1 60 5100EXISTING EQUIPMENT TO REMAIN. DISCONNECT AND REMOVEEXISTING CONTROLLER AND INSTALL OWNER SUPPLIED NXT2CONTROLLER. RECONNECT TO EXISTING ELECTRICAL POWER.

WS-2EVERSOFT

C-360-F39NXT(39MNXT)

CENTRAL PLANT TWIN ALTERNATING 480,000 170 25 25 30" X 72" 42" X 48" 120 1 60 5100OWNER SUPPLIED EQUIPMENT, COMPLETE WITH NXT2 CONTROLLER.CONTRACTOR TO INSTALL SYSTEM PER MANUFACTURER'SRECOMMENDATION.

PART 1 - GENERAL

1.01 WORK INCLUDED

A. FURNISH ALL LABOR, MATERIALS, SERVICES, TESTING, TRANSPORTATION AND EQUIPMENTNECESSARY FOR THE COMPLETION OF ALL PLUMBING, PIPING AS INDICATED ON DRAWINGS ANDSPECIFIED HEREIN. WORK MATERIALS AND EQUIPMENT NOT INDICATED OR SPECIFIED WHICH ISNECESSARY FOR THE COMPLETE AND PROPER OPERATION OF THE WORK OF THIS SECTION INACCORDANCE WITH THE TRUE INTENT AND MEANING OF THE CONTRACT DOCUMENTS SHALL BEPROVIDED AND INCORPORATED AT NO ADDITIONAL COST TO THE OWNER.

1.02 QUALITY ASSURANCE

A. CODE REQUIREMENTS: ALL WORK COVERED BY THIS SECTION SHALL CONFORM TO THE LATESTREQUIREMENTS OF THE FOLLOWING REGULATIONS:

1. 2016 CALIFORNIA PLUMBING CODE.2. 2016 CALIFORNIA FIRE CODE.3. 2016 CALIFORNIA MECHANICAL CODE.4. NATIONAL FIRE PROTECTION ASSOCIATION.5. ANY OTHER LEGALLY CONSTITUTED BODY HAVING JURISDICTION THEREOF.

B. NOTHING IN THE SPECIFICATIONS OR DRAWINGS SHALL BE CONSTRUED TO PERMIT DEVIATIONFROM THE REQUIREMENTS OF GOVERNING CODES UNLESS APPROVAL FOR SAID DEVIATION HASBEEN OBTAINED FROM THE LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION AND FROMTHE OWNER'S REPRESENTATIVE.

1.03 DRAWINGS

A. BECAUSE OF THE SMALL SCALE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGSAND ACCESSORIES WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATETHE CONDITIONS SURROUNDING INSTALLATION THEIR WORK. PROVIDE NECESSARY PIPING,FITTINGS, VALVES, TRAPS, AND OTHER DEVICES REQUIRED FOR COMPLETE INSTALLATION.

B. THE GENERAL ARRANGEMENT INDICATED ON THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY ASPOSSIBLE. COORDINATE WITH THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICALDRAWINGS PRIOR TO INSTALLATION OF PIPING FIXTURES AND EQUIPMENT TO VERIFY ADEQUATESPACE AVAILABLE FOR INSTALLATION OF THE WORK SHOWN. IN THE EVENT A FIELD CONDITIONARISES WHICH MAKES IT IMPOSSIBLE TO INSTALL THE WORK AS INDICATED, SUBMIT, IN WRITING,THE PROPOSED DEPARTURES TO THE PROJECT ENGINEER FOR ACCEPTANCE AND NOTICE TOPROCEED.

C. SPECIAL NOTE: SHOULD THE CONTRACTOR MAKE CHANGES IN THE INSTALLATION DIFFERING FROMWHAT IS INDICATED ON THE CONTRACT DRAWINGS AND NOT NECESSITATED DUE TO FIELDCONDITIONS AS INDICATED HEREIN ABOVE, THE CONTRACTOR SHALL BE REQUIRED TO RE-INSTALLTHE WORK TO COMPLY WITH WHAT HAS BEEN INDICATED ON THE CONTRACT DRAWINGS. SHOULDIT BE IMPOSSIBLE TO RE-INSTALL THE WORK AND THE INSTALLATION IS IN ACCORDANCE WITH ALLGOVERNING AUTHORITIES, THE PROJECT ENGINEER MAY PERMIT THE INSTALLATION TO REMAIN.HOWEVER, ALL COSTS INCURRED TO REVISE THE CONTRACT DRAWINGS BY THE ENGINEER FORRESUBMITTAL TO THE BUILDING DEPARTMENT INDICATING THE AS-INSTALLED CONDITION SHALLBECOME THE RESPONSIBILITY OF THE CONTRACTOR.

D. IN CASE OF DIFFERENCE BETWEEN SPECIFICATIONS AND DRAWINGS, THE CONTRACTOR SHALLDETERMINE COST EFFECTIVE ALTERNATE AND AFTER AWARD OF CONTRACT, SHALL SECUREDIRECTION FROM THE PROJECT ENGINEER.

1.04 PERMITS, INSPECTIONS AND LICENSES

A. ALL PERMITS, INSPECTIONS AND LICENSES REQUIRED BY THE LEGALLY CONSTITUTED AUTHORITIESFOR INSTALLATION OF THE WORK ACCORDING TO THE PLANS AND SPECIFICATIONS SHALL BEOBTAINED AND PAID AS A PART OF THE WORK OF THIS SECTION.

1.05 EXAMINATION OF PREMISES

A. BEFORE BIDDING ON THIS WORK, CONTRACTORS SHALL MAKE A CAREFUL EXAMINATION OF THEPREMISES AND SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE REQUIREMENTS OF THECONTRACT. BY THE ACT OF SUBMITTING A PROPOSAL FOR THE WORK INCLUDED IN THISCONTRACT, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH STUDY AND EXAMINATION,AND IS FAMILIAR WITH AND ACCEPTS ALL CONDITIONS OF THE SITE.

1.06 PROTECTION

A. ALL WORK, EQUIPMENT AND MATERIALS SHALL BE PROTECTED AT ALL TIMES. CONTRACTOR SHALLCORRECT ALL DAMAGE CAUSED EITHER DIRECTLY OR INDIRECTLY BY THEIR WORKMEN.CONTRACTOR SHALL ALSO PROTECT THEIR WORK FROM DAMAGE. CONTRACTOR SHALL CLOSE ALLPIPE OPENINGS WITH CAPS OR PLUGS DURING INSTALLATION. CONTRACTOR SHALL EQUIPMENTAND MATERIALS AGAINST DIRT, WATER, CHEMICAL AND MECHANICAL INJURY. UPON COMPLETION,ALL WORK SHALL BE THOROUGHLY CLEANED AND DELIVERED IN A NEW CONDITION.

B. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO EQUIPMENT AND MATERIALSUNTIL THEY HAVE RECEIVED WRITTEN NOTICE OF ACCEPTANCE FROM PROJECT ENGINEER.

1.07 SUBMITTAL DATA

A. FURNISH ALL SUBMITTALS AT ONE TIME, PRIOR TO ANY INSTALLATION, WITHIN THE TIME NOTEDBELOW, ELECTRONIC COPIES OF VALID SUBMITTAL DATA ON ALL FIXTURES, MATERIAL, EQUIPMENTAND DEVICES. EACH SUBMITTED ITEM SHALL BE INDEXED AND REFERENCED TO CONTRACTDOCUMENTS AND TO PUT IDENTIFICATION NUMBERS ON FIXTURES AND EQUIPMENT SCHEDULES.

B. MANUFACTURERS SUBMITTAL LITERATURE AND SHOP DRAWINGS ARE REQUIRED ON ALL ITEMS TOENSURE THE LATEST AND MOST COMPLETE MANUFACTURER'S DATA IS AVAILABLE FOR REVIEW.REQUIREMENTS OF THE SUBMITTALS AND ENGINEER'S SUBMITTAL NOTES ARE A PART OF THE WORKOF THIS DIVISION EXCEPT THAT ENGINEER'S NOTES MAY NOT BE USED AS A MEANS OF INCREASINGTHE SCOPE OF WORK OF THIS DIVISION.

C. SUBMITTALS WILL BE CHECKED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THEPROJECT BUT THE REVIEW DOES NOT GUARANTEE QUANTITIES SHOWN AND DOES NOT SUPERSEDEREQUIREMENTS OF THIS DIVISION TO PROPERLY INSTALL WORK.

D. A LIST OF NAMES IS NOT A VALID SUBMITTAL. TO BE VALID, ALL SUBMITTALS MUST:

1. BE SENT ELECTRONICALLY TO THE PROJECT ENGINEER WITHIN THIRTY-FIVE (35) DAYS OFAWARD OF THE CONTRACT. CORRECTIONS OR CHANGES IN SUBMITTALS RETURNED ASINADEQUATE OR INCOMPLETE SHALL BE ACCOMPLISHED WITHIN THIS TIME LIMIT.

2. INCLUDE ALL PERTINENT CONSTRUCTION, INSTALLATION, PERFORMANCE AND TECHNICALDATA.

3. HAVE ALL COPIES MARKED TO INDICATE CLEARLY THE INDIVIDUAL ITEMS BEING SUBMITTED.4. HAVE EACH ITEM CROSS-REFERENCED TO THE CORRESPONDING SPECIFIED ITEM AND BE

MARKED TO SHOW HOW DIFFERENCES WILL BE ACCOMMODATED.5. CONTAIN CALCULATIONS AND OTHER DETAILED DATA JUSTIFYING HOW THE ITEM WAS

SELECTED FOR PROPOSAL. DATA MUST BE COMPLETED ENOUGH TO PERMIT DETAILEDCOMPARISON OF EVERY SIGNIFICANT CHARACTERISTIC FOR WHICH THE SPECIFIED ITEM WASANALYZED DURING DESIGN.

6. INCLUDE, FOR EVERY ITEM WHICH DIFFERS IN SIZE, CONFIGURATION, CONNECTIONS,SERVICE, ACCESSIBILITY OR ANY OTHER SIGNIFICANT WAY, A DRAWING TO THE SAME (ORLARGER) SCALE AS TO THE PERTINENT PORTIONS OF THE CONTRACT DRAWINGS. IN THISDRAWING SHOW A COMPLETE LAYOUT OF THE SYSTEM EXCEPT THAT WHICH IS IDENTICAL TOTHE CONTRACT DRAWINGS, UNLESS THE UNCHANGED PORTIONS MUST BE SHOWN TOINDICATE SUCH THINGS AS CLEARANCES. THIS DRAWING, TOGETHER WITH THE CONTRACTDESIGN DRAWINGS MUST SHOW THE COMPLETE SYSTEM AS REVISED TO ACCOMMODATE THEPROPOSED ALTERNATE.

1.08 UNINSPECTED WORK

A. CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THEIR WORK TO BE COVERED UP BEFORE ITHAS BEEN DULY INSPECTED, TESTED AND APPROVED BY THE PROJECT ENGINEER OR ANY OTHERAUTHORIZED INSPECTORS HAVING LEGAL JURISDICTION. IF CONTRACTOR FAILS TO OBSERVE THEABOVE, THEY SHALL UNCOVER THE WORK AND, AFTER IT HAS BEEN INSPECTED, TESTED ANDAPPROVED, RECOVER IT AT THEIR OWN EXPENSE.

1.09 SUBSTITUTIONS

A. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY THAT ALTERNATE ITEMS AND PROCEDURES WILLMEET THE JOB REQUIREMENTS AND IS RESPONSIBLE FOR COST OF REDESIGN AND OFMODIFICATIONS TO THIS AND OTHER PARTS OF WORK CAUSED BY ALTERNATE ITEMS FURNISHEDUNDER WORK IN THIS SECTION. IN VIEW OF THESE RESPONSIBILITIES, IT IS THE PURPOSE OF THESESPECIFICATIONS TO ESTABLISH PROCEDURES WHICH ENSURE THAT THE CONTRACTOR HASCONSIDERED ALL THE RAMIFICATIONS OF PROPOSED ALTERNATES BEFORE SUBMITTING THEM FORREVIEW. SUBMITTALS WHICH DO NOT COMPLY WITH THE REQUIREMENTS OF THESE SPECIFICATIONSOR WHICH INDICATE PROPOSED ALTERNATES WERE SELECTED WITHOUT PROPER REGARD TO THEREQUIREMENTS OF THE JOB, WILL NOT BE APPROVED. NO MORE THAN ONE PROPOSED ALTERNATEWILL BE CONSIDERED FOR EACH ITEM.

B. ALTERNATE ITEMS INSTALLED WITHOUT ENGINEER'S APPROVAL WILL BE REPLACED WITH SPECIFIEDITEMS AT CONTRACTOR'S EXPENSE.

C. PROVIDE OR PERFORM TESTS REQUIRED BY ENGINEER FOR PURPOSE OF JUDGING ACCEPTABILITYOF PROPOSED SUBSTITUTIONS.

D. THIS CONTRACTOR IS RESPONSIBLE TO PROVIDE SUFFICIENT INFORMATION TO ALLOW THEENGINEER TO ANALYZE ANY PROPOSED ALTERNATE. IF INADEQUATE INFORMATION IS PROVIDED,THE PROPOSAL WILL NOT BE APPROVED AND RESUBMITTAL WILL NOT BE ALLOWED.

E. THE PROJECT ENGINEER SHALL BE THE SOLE JUDGE AS TO THE QUALITY AND SUITABILITY OFPROPOSED ALTERNATE EQUIPMENT, FIXTURES OR MATERIALS AND DECISIONS OF THE PROJECTENGINEER SHALL BE FINAL AND CONCLUSIVE.

1.10 RECORD DRAWINGS

A. CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE A COMPLETE "AS-BUILT" DRAWING SET WHICHSHALL SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND THE EXACT "AS-BUILT"LOCATIONS AND SIZES OF THE WORK PROVIDED UNDER THIS SECTION OF THE SPECIFICATIONS.THIS SET SHALL INCLUDE LOCATIONS, DIMENSIONS, DEPTH OF BURIED PIPING, CLEANOUTS,SHUT-OFF VALVES, SEWER INVERT LOCATIONS, PLUGGED WYES, TEES, ETC. ON COMPLETION OFTHE WORK, THE CONTRACTOR SHALL INCORPORATE ALL AS-BUILT INFORMATION IN AUTOCADFORMAT AND SHALL BE DELIVERED TO THE ARCHITECT.

1.11 GUARANTEES

A. CONTRACTOR SHALL GUARANTEE ALL PLUMBING AND PIPING SYSTEMS UNCONDITIONALLY FOR APERIOD OF ONE (1) YEAR AFTER FINAL ACCEPTANCE. IF, DURING THIS PERIOD, ANY MATERIALS,

EQUIPMENT, OR ANY PART OF THE SYSTEMS FAIL TO FUNCTION PROPERLY, THE CONTRACTORSHALL MAKE GOOD THE DEFECTS PROMPTLY AND WITHOUT ANY EXPENSE TO THE OWNER.

B. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ANY PART OF THE PREMISES CAUSEDBY LEAKS IN PIPELINES OR EQUIPMENT FURNISHED AND INSTALLED UNDER THIS SECTION FOR APERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE OF HIS WORK.

C. ALL EQUIPMENT AND FIXTURES SHALL CARRY MANUFACTURER'S WARRANTY AGAINST DEFECTIVEPARTS OR POOR WORKMANSHIP AND SHALL NOT BE LESS THAN ONE (1) YEAR. SEE SPECIFICEQUIPMENT SPECIFICATIONS FOR EXTENDED WARRANTY REQUIREMENTS.

PART 2 - PRODUCTS

2.01 MATERIALS AND EQUIPMENT (SEE DRAWING SCHEDULES FOR ADDITIONAL INFORMATION)

A. GENERAL: ALL MATERIALS, AS SPECIFIED OR REQUIRED IN THE WORK, SHALL BE NEW, FREE FROMDEFECTS AND IMPERFECTIONS.

B. PIPE AND FITTINGS: SEE PIPE SCHEDULE ON SHEET P0.2

1. UNIONS OR FLANGES SHALL BE FURNISHED AND INSTALLED AT EACH THREADEDCONNECTION TO ALL EQUIPMENT OR VALVES. THE UNIONS OR FLANGES SHALL BE LOCATEDSO THAT THE PIPING CAN BE EASILY DISCONNECTED FOR REMOVAL OF THE EQUIPMENT,TANK, OR VALVE, AND SHALL BE OF THE TYPE SPECIFIED IN THE FOLLOWING SCHEDULE.

a. UNIONS:1) COPPER OR BRASS TUBING: 400 POUND CAST BRONZE OR COPPER, GROUND

JOINT, NONFERROUS SEAT WITH ENDS, BY WALSEAL, NIBCO OR MUELLER.

C. VALVES:

1. GENERAL:

a. PIPING SYSTEMS SHALL BE SUPPLIED WITH VALVES ARRANGED SO AS TO GIVECOMPLETE AND REGULATING CONTROL OF PIPING SYSTEMS THROUGHOUT THEBUILDING, AND LOCATES SO ALL PARTS ARE EASILY ACCESSIBLE AND MAINTAINED.

b. VALVE DESIGN: RISING STEM OR OUTSIDE SCREW AND YOKE STEMS. NON-RISING STEMVALVES MAY BE USED WHERE SPACE CONDITIONS PREVENT FULL EXTENSION OF RISINGSTEMS.

c. SIZES: SAME SIZE AS UPSTREAM PIPE, UNLESS OTHERWISE INDICATED.d. OPERATORS:

1) LEVER HANDLES ON QUARTER-TURN VALVES, THREE INCH AND SMALLER.e. END CONNECTION: 2 INCHES AND UNDER SHALL BE THREADED WITH UNIONS.

8. MANUFACTURER SHALL BE NIBCO OR APPROVED EQUAL.

9. PROVIDE CLASS 400 VALVES MEETING THE VALVE SPECIFICATIONS .

10. BALL VALVES:

a. BALL VALVES, 2 INCHES AND SMALLER: RATED FOR 150 PSI SATURATED STEAMPRESSURE, 600 PSI WOG PRESSURE; THREE-PIECE CONSTRUCTION; WITH BRONZEBODY AND SINGLE REDUCE BORE OR BETTER, CHROME PLATED SOLID BRASS BALL,"TEFLON" SEATS AND SEALS, SEPARATE ADJUSTABLE PACKING GLAND AND NUT,BLOWOUT-PROOF STEM AND VINYL COVERED STEEL HANDLE.

D. CLEANOUTS: SHALL BE J.R. SMITH, ZURN OR JOSAM.

1. GENERAL: PROVIDE CAST-IRON FERRULE AND COUNTERSUNK BRASS CLEAN-OUT PLUG WITH ROUND

CAST IRON ACCESS FRAME AND HEAVY DUTY SECURED TOP COVER.

2. FLOOR CLEANOUTS: J.R. SMITH NO. 4023 OR 4028, BRONZE PLUG AND NON-SKID NICKEL BRONZE TOP.

3. CLEANOUTS TO GRADE: J.R. SMITH NO. 4258 OR J.R. SMITH NO. 4253 WITH X-H BRONZE PLUG AND X-X-H

NON-SKID COVER WITH LIFTING DEVICE SET FLUSH WITH SURFACE FOR CONCRETE AREAS. ASPHALT OR

NONSURFACED AREAS SHALL BE INSTALLED WITH RING OF CONCRETE POURED AROUND THE BOTTOM

FLANGE SIX INCHES (6") BELOW SURFACE. USE CAST IRON SOIL PIPE ON CLEANOUT RISERS. FOR

CLEANOUTS IN NON-TRAFFIC AREAS, TERMINATE CLEANOUT PLUG IN CONCRETE YARD BOX.

E. ESCUTCHEONS: SHALL BE CHROME PLATED CAST BRASS WITH SET SCREW LOCKING DEVICE.

F. DIELECTRIC UNION ISOLATORS: WHERE INCOMPATIBLE MATERIALS COME IN CONTACT, ISOLATEFROM EACH OTHER WITH MATERIAL BEST SUITED FOR THE CHARACTERISTICS OF MATERIALS TO BEISOLATED. DIELECTRIC UNION ISOLATOR FOR CONNECTION PIPING OR NON-COMPATIBLEMATERIALS SHALL BE OF STANDARD COMMERCIAL DESIGN WITH THREADED CONNECTIONS.

G. PIPE SUPPORTS: UNLESS OTHERWISE INDICATED ON THE DRAWINGS, SHALL BE AS FOLLOWS:

1. PROVIDE MISCELLANEOUS IRON WORK INCLUDING ANGLES, CHANNELS, ETC., REQUIRED TOAPPROPRIATELY SUPPORT THE VARIOUS PIPING SYSTEMS. HANGER SPACING AND LOCATIONSHALL CONFORM TO CALIFORNIA PLUMBING CODE REQUIREMENTS.

2. ALL HORIZONTAL RUNS OF PIPING WITHIN THE BUILDING, EXCEPT FOR COPPER WATERSUPPLY STUB-OUTS AT FIXTURES AND COPPER SUPPLY HEADERS WITHIN WALLS, TO BESUPPORTED FROM THE STRUCTURAL FRAMING WITH STEEL RODS AND SPLIT RING HANGERS:B-LINE, GRINNELL COMPANY, TOLCO, OR APPROVED EQUAL. COPPER STUB-OUTS ANDCOPPER HEADERS WITHIN WALLS TO BE SUPPORTED FROM THE WALL FRAMING OR DWV WITHHOLDRITE PIPE HANGERS AND SUPPORTS AS SPECIFIED AT ITEM I.9., BELOW. STEEL RODSSHALL BE SECURED TO OVERHEAD FRAMING WITH SIDE BEAM CONNECTORS. WHERENECESSARY, INSTALL ANGLE IRON BETWEEN FRAMING TO ACCOMMODATE HANGER RODS.WHERE SEVERAL PIPES ARE RUNNING TOGETHER, UNISTRUT, B-LINE, OR POWERSTRUTCHANNELS WITH CLAMPS MAY BE USED IN LIEU OF INDIVIDUAL PIPE HANGERS, ANDSUPPORTED FROM STRUCTURE AS HEREIN SPECIFIED. SUBMIT TEST DATA FOR TYPE OFHANGER SUPPORTS TO BE PROVIDED. FOR SUPPORT CONDITIONS OTHER THAN SPECIFIEDHEREIN, THE CONTRACTOR SHALL SUBMIT METHOD OF SUPPORT FOR APPROVAL PRIOR TOANY INSTALLATION.

3. HORIZONTAL PIPING HANGERS AND SUPPORTS:

GENERAL: PROVIDE FACTORY FABRICATED HORIZONTAL HANGERS AND SUPPORTSCOMPLYING WITH ONE OF THE FOLLOWING MSS TYPES LISTED TO SUIT HORIZONTAL PIPINGSYSTEMS, IN ACCORDANCE WITH MSS SP-69, IAPMO PS 42, AND MANUFACTURER'S PUBLISHEDINFORMATION. SELECT SIZE OF HANGERS AND SUPPORTS TO EXACTLY FIT PIPE SIZE FORBARE PIPING, AND TO EXACTLY FIT AROUND PIPING INSULATION WITH SADDLE OR SHIELD FORINSULATED PIPING. PROVIDE COPPER-PLATED HANGERS AND SUPPORTS FOR COPPER-PIPINGSYSTEMS.

1) ADJUSTABLE STEEL CLEVIS HANGERS: (MSS TYPE 1) B-LINE B 3100

2) ADJUSTABLE SWIVEL PIPE RINGS: (MSS TYPE 5) B-LINE B 3690

3) SPLIT RING: (MSS TYPE 11)

4) PIPE ALIGNMENT AND SUPPORT BRACKETS: (PER IAPMO PS 42) HOLDRITEPRODUCTS (SEE SECTION O.9.)

4. HANGER-ROD ATTACHMENTS:

a. GENERAL: PROVIDE FACTORY FABRICATED HANGER-ROD ATTACHMENTS B-LINE, TOLCOOR APPROVED EQUAL, SELECTED BY INSTALLER TO SUIT HORIZONTAL-PIPING HANGERSAND BUILDING ATTACHMENTS, IN ACCORDANCE WITH MSS SP-58 ANDMANUFACTURER'S PUBLISHED PRODUCT INFORMATION. SELECT SIZE OF HANGER-RODATTACHMENT TO SUIT HANGER RODS. PROVIDE COPPER-PLATED HANGER-RODATTACHMENTS FOR COPPER-PIPING SYSTEMS.

b. SIDE BEAM EYE SOCKET, TOLCO FIG. #57 FOR ROD SIZES 3/8" DIA. AND TOLCO FIG.#25-30-251 FOR ROD SIZES 1/2" DIA.

5. BUILDING ATTACHMENTS:

a. GENERAL: PROVIDE FACTORY FABRICATED BUILDING ATTACHMENTS, SELECTED BYINSTALLER TO SUIT BUILDING STRUCTURAL FRAMING CONDITIONS, IN ACCORDANCEWITH MSS SP-69 AND MANUFACTURER'S PUBLISHED PRODUCT INFORMATION. SELECTSIZE OF BUILDING ATTACHMENTS TO SUIT HANGER RODS. PROVIDE COPPER-PLATEDBUILDING ATTACHMENTS FOR COPPER-PIPING SYSTEMS.

6. HANGER RODS AND SPACING SHALL CONFORM TO CPC TABLE 3-2.

7. HANGERS AND SUPPORTS SHALL BE ADEQUATE TO MAINTAIN ALIGNMENT AND PREVENTSAGGING AND SHALL BE PLACED WITHIN 18 INCHES OF JOINT. SUPPORT SHALL BE PROVIDEDAT EACH HORIZONTAL BRANCH CONNECTION.

8. WHEN SECURING COPPER WATER SUPPLY PIPING DIRECTLY TO THE DWV PIPING OR TO THEWALL FRAMING (HORIZONTAL WATER HEADERS AND FIXTURE STUB-OUTS), THE FOLLOWINGCOPPER-PLATED COMPONENTS OF THE HOLDRITE SYSTEM ARE TO BE USED AS A SUPPORTSYSTEM:

a. FOR ATTACHMENT TO DWV (PRE- OR POST-FRAMING), USE MODELS 110S, 111S, V-2 (OR115C).

b. FOR POSITIONING SUPPLY/FLUSH VALVE FOR WALL-HUNG WATER CLOSET, USE MODEL114C (ATTACHES TO CARRIER) AND 114C-EXT (EXTENSION FOR ABOVE, E.G., FORFIXTURES TO BE USED BY HANDICAPPED).

c. FOR ATTACHMENT TO WALL FRAMING, USE MODELS 101-26, 102-26.

9. PROVIDE LATERAL BRACING AS MANUFACTURED BY B-LINE OR APPROVED EQUAL FOR ALLPIPING TO PREVENT SWAYING OR MOVEMENT IN ACCORDANCE WITH SMACNA "GUIDELINESFOR SEISMIC RESTRAINTS OF PIPING SYSTEMS". PIPING SMALLER THAN INDICATED IN THEGUIDELINES SHALL BE PROVIDED WITH BRACING AS SPECIFIED FOR THE SMALLEST SIZEINDICATED. THE ENTIRE WATER DISTRIBUTION SYSTEM SHALL BE PROPERLY BRACED ANDWILL NOT MOVE DUE TO THE ACTION OF QUICK CLOSING OF VALVES.

10. MISCELLANEOUS SUPPORTS, WALL BRACKETS, ETC. PROVIDE WHERE REQUIRED INACCORDANCE WITH THE BEST STANDARD PRACTICES OF THE TRADE. SUBMIT SHOPDRAWINGS FOR ALL FABRICATED SUPPORTS.

11. ISOLATORS. ALL PIPING WHICH IS NOT ISOLATED FROM CONTACT WITH THE BUILDING BY ITSINSULATION, EXCEPT FOR COPPER WATER SUPPLY STUB-OUTS AT FIXTURES AND COPPERSUPPLY HEADERS WITHIN WALLS, SHALL BE INSTALLED WITH A MANUFACTURED TYPEISOLATOR. ISOLATORS SHALL BE B-LINE VIBRA CLAMP AND CUSHION, SUPER STRUT,STONEMAN, "TRISOLATOR", OR APPROVED EQUAL. PIPING SHALL BE INSTALLED ANDSUPPORTED IN A MANNER TO PROVIDE FOR EXPANSION WITHOUT STRAINS. GUIDES SHALL BEPROPERLY INSTALLED TO ENSURE THIS REQUIREMENT.

12. SHIELDS:

a. GENERAL: PROVIDE SHIELDS AT PIPING HANGERS AND SUPPORTS,FACTORY-FABRICATED, FOR ALL INSULATED PIPING AS MANUFACTURED BY PIPESHIELDSINCORPORATED OR APPROVED EQUAL. SIZE SHIELDS FOR EXACT FIT TO MATE WITHPIPE INSULATION.

b. PROTECTION SHIELDS: MSS TYPE 40; PROVIDE HIGH DENSITY INSERT OF SAMETHICKNESS OF INSULATION OR EQUAL 100-PSI AVERAGE COMPRESSIVE STRENGTH,WATERPROOFED CALCIUM SILICATE, ENCASED WITH A SHEET METAL SHIELD. INSERTAND SHIELD SHALL COVER ENTIRE CIRCUMFERENCE OF THE PIPE AND SHALL BE OFLENGTH INDICATED BY MANUFACTURER FOR PIPE SIZE AND THICKNESS OF INSULATION.

PART 3 - EXECUTION

3.01 INSTALLATION - GENERAL

G. LOCATIONS AND ACCESSIBILITY: INSTALL EQUIPMENT FOR EASE OF MAINTENANCE AND REPAIR. IFCHANGES IN THE INDICATED LOCATIONS OR ARRANGEMENTS ARE MADE BY THE CONTRACTOR,THEY SHALL BE MADE WITHOUT ADDITIONAL CHARGES.

H. OPENINGS: FURNISH INFORMATION TO THE OTHER TRADES ON SIZE AND LOCATION OF OPENINGSWHICH ARE REQUIRED IN WALLS, SLABS, ROOF, FOR PIPING AND EQUIPMENT AT THE PROPER TIMES.

I. CLOSING-IN OF UNINSPECTED WORK: DO NOT ALLOW OR CAUSE ANY OF THE WORK TO BECOVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THEARCHITECT. ANY WORK ENCLOSED OR COVERED PRIOR TO SUCH INSPECTION AND TEST SHALL BEUNCOVERED AND, AFTER IT HAS BEEN INSPECTED, TESTED, AND APPROVED, MAKE ALL REPAIRSWITH SUCH MATERIALS AS MAY BE NECESSARY TO RESTORE ALL WORK, INCLUDING THAT OF OTHERTRADES, TO ITS ORIGINAL AND PROPER CONDITION.

J. PIPING INSTALLATION:

1. ALL PIPING SHALL BE CONCEALED IN FINISHED PORTION OF THE BUILDING EXCEPT WHEREOTHERWISE INDICATED OR DIRECTED AT THE TIME THE WORK IS DONE. ALL PIPING SHALL BEINSTALLED TO CLEAR ALL FRAMING MEMBERS AND BEAMS, EVEN IF DRAWINGS DO NOTINDICATE SAME. CONTRACTOR SHALL CONSTANTLY CHECK THE WORK OF OTHER TRADES SOAS TO PREVENT ANY INTERFERENCE WITH THE INSTALLATION OF THIS WORK.

2. UNIONS SHALL BE PROVIDED ON ONE SIDE OF ALL SCREWED SHUT-OFF VALVES, AT BOTHSIDES OF SCREWED AUTOMATIC VALVES AND ON ALL BY-PASSES, AT ALL EQUIPMENTCONNECTIONS AND ELSEWHERE AS INDICATED OR REQUIRED FOR EASE OF INSTALLATIONAND DISMANTLING.

3. CONNECTIONS BETWEEN COPPER TUBING AND EQUIPMENT SHALL BE WITH MUELLER BRASSCOMPANY, OR APPROVED EQUAL, BRASS STREAM LINE COPPER TO P.P.S. GROUND JOINTUNIONS.

G. SLEEVES:

1. ISOLATE PIPES THROUGH GROUND FLOOR SLABS WITH KRAFT PAPER, PLASTIC TAPE ORSIMILAR MATERIALS UNLESS CONDUIT IS SPECIFIED OR INDICATED.

2. SLEEVES FOR PIPES THROUGH EXTERIOR WALLS SHALL BE STANDARD WEIGHT GALVANIZEDPIPE. PACK SPACE BETWEEN PIPE AND SLEEVES WITH CERAMIC FIBER ROPE SO AS TO BEABSOLUTELY WATERTIGHT.

3. SLEEVES IN OR THROUGH FIRE RATED WALLS SHALL BE PER U.L. FIRE RESISTANCE SYSTEMNO. WL1001. SEE ARCHITECTURAL PLANS FOR ALL LOCATIONS OF RATED WALLS.

H. PIPE JOINTS AND CONNECTIONS:

1. COPPER TUBING AND BRASS PIPE WITH THREADLESS FITTINGS:

a. SOLDER JOINTS FOR COPPER SHALL BE MADE WITH 95/5 LEAD FREE SOLDER INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR THE SERVICEINTENDED.

b. USE THREADED ADAPTERS ON COPPER TUBING WHERE THREADED CONNECTIONS AREREQUIRED.

J. FLOOR, WALL AND CEILING PLATES: WHERE PIPES PIERCE FINISHED SURFACES, C.P. BRASS SPLITFLANGES WITH SET SCREW LOCK SHALL BE PROVIDED.

L. COMPLETION OF INSTALLATION:

1. CLEANING AND FLUSHING: CLEAN ALL EQUIPMENT AND MATERIALS THOROUGHLY. LEAVESURFACE TO BE PAINTED SMOOTH AND CLEAN, READY FOR PAINTING.

2. CLEAN ALL PIPING, VALVES, AND OTHER DEVICES THOROUGHLY AND FLUSH OR BLOW OUTUNTIL FREE OF SCALE, OIL SILT, SAND, SEDIMENT, PIPE DOPE AND FOREIGN MATTER OF ANYKIND.

3.02 TESTING

A. NO PIPING WORK SHALL BE CONCEALED OR COVERED UNTIL PIPING HAS BEEN TESTED, INSPECTEDAND APPROVED BY THE INSPECTOR. ALL PIPING FOR PLUMBING SYSTEMS SHALL BE COMPLETELYINSTALLED AND TESTED AS REQUIRED BY THE CALIFORNIA PLUMBING CODE. TEST PRESSURES ANDTIMES INDICATED ARE A MINIMUM ONLY BUT SHALL NOT BE LESS THAN 1.5 TIMES THE OPERATINGPRESSURES. ALL TESTS SHALL BE AS REQUIRED BY THE GOVERNING AUTHORITY AS WELL.

SCHEDULE OF TEST PRESSURES:

SYSTEM TESTED GAUGE TEST DURATION

WATER 100 POUNDS WATER 4 HOURS

3.04 OPERATION INSTRUCTION

A. PRIOR TO OCCUPANCY OR PRIOR TO THE DATE OF FINAL INSPECTION, WHICHEVER MAY OCCURFIRST, THE CONTRACTOR SHALL PREPARE TWO (2) SETS ELECTRONIC AND HARD COPIES OFTYPEWRITTEN INSTRUCTIONS FOR THE OPERATION OF ALL EQUIPMENT, VALVES, ETC., SPECIFIEDAND FURNISHED AS A PART OF THE WORK UNDER THIS SECTION, AND SHALL ASSIGN A COMPETENTPERSON, THOROUGHLY FAMILIAR WITH THE JOB, TO DEMONSTRATE AND INSTRUCT AREPRESENTATIVE OF THE OWNER IN THE OPERATION OF THE EQUIPMENT. THE TIME OF SAIDDEMONSTRATION AND INSTRUCTIONS SHALL BE ARRANGED WITH THE OWNER'S REPRESENTATIVEAPPROXIMATELY ONE (1) WEEK IN ADVANCE. VERBAL INSTRUCTIONS SHALL INCLUDE SHUT-OFFLOCATION OF GAS AND WATER. THE CONTRACTOR SHALL ASSEMBLE ALL OPERATION ANDMAINTENANCE DATA SUPPLIED BY THE MANUFACTURERS OF THE VARIOUS PIECES OF EQUIPMENT,ALL KEYS AND SPECIAL WRENCHES REQUIRED TO OPERATE AND SERVICE THE EQUIPMENT(INCLUDING KEYS FOR YARD BOXES, GAS STOPS AND FIXTURE STOPS), AND ALL EQUIPMENTWARRANTIES AND DELIVER SAME TO THE REPRESENTATIVE OF THE OWNER ON DATE OF SAIDINSTRUCTIONS.

3.05 PIPE AND EQUIPMENT IDENTIFICATION

A. EACH OPERATING AND SERVICE LINE SHUT-OFF VALVE SHALL BE IDENTIFIED BY A 19 GA. BRASS TAGWITH STAMPED, ENGRAVED TYPE OF SERVICE IDENTIFIED, COMPLETE WITH HOLE AND BRASS CHAINMOUNTED ON VALVE STEM OR HANDLE. TAG SHALL BE A MINIMUM OF ONE AND ONE-HALF INCH(1-1/2") IN DIAMETER.

B. ACCESS PANEL MARKERS: PROVIDE MANUFACTURERS STANDARD 1/16 INCH THICK ENGRAVEDPLASTIC LAMINATE MARKER, WITH ABBREVIATIONS AND NUMBERS CORRESPONDING TOCONCEALED VALVE.

C. ALL EQUIPMENT SHALL BE PROVIDED WITH NAME PLATE INDICATING ALL PERTINENT INFORMATIONON IT.

D. MANUFACTURER'S STANDARD PERMANENT, BRIGHT COLORED, CONTINUOUS PRINTED PLASTICTAPE, INTENDED FOR DIRECT-BURIAL SERVICE, NOT LESS THAN 6 INCHES WIDE X 4 MILS THICK.PROVIDE MULTI-PLY TAPE CONSISTING OF SOLID ALUMINUM FOIL CORE INDICATING TYPE OFSERVICE OF BURIED PIPE BETWEEN TWO LAYERS OF PLASTIC TAPE.

END OF SECTION

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NOTESPROVIDE BOOSTER PUMP, BP-1. PROVIDE 4"CW PIPINGFROM WATER SOFTENING EQUIPMENT TO BP-1 SUCTIONMANIFOLD AND 4"CW PIPING FROM BP-1 DISCHARGE TOPOINT OF CONNECTION AT 4"CW PIPING SERVINGBUILDING. REFER TO DETAIL 2/P6.2.

PROVIDE WATER SOFTENER, WS-2. LOCATE BRINE TANK INLOCATION SHOWN AND CONNECT WATER SOFTENERS TOBRINE TANK, ROUTING PIPING ALONG THE CEILING. REFERTO DETAIL 1/P6.1.

EXISTING WATER SOFTENER, WS-1.PROVIDE 3200 NXTCONTROLLER AND CONNECT CONTROLLER TO EXISTINGPIPING AS SHOW.

RELOCATE WATER SOFTNER, WS-1, BRINE TANK TOLOCATION SHOWN. CONNECT WS-1 TO BRINE TANK,ROUTING PIPING ALONG CEILING.

PROVIDE 3"CW FROM 6"CW PIPING TO POINT OFCONNECTION AS SHOWN. COMPLETE WITH SHUTOFFVALVE DOWNSTREAM OF POINT OF CONNECTION.

PROVIDE 3"CW PIPING FROM POC AS SHOWN, COMPLETEWITH SHUT OFF VALVE DOWN STREAM OF POINT OFCONNECTION. REFER TO PIPING DIAGRAM ON SHEET P3.1.

PROVIDE 4"CW HEADER FROM 6"CW PIPING. PROVIDE3"CW PIPING FROM 4"CW HEADER TO WATER SOFTENER,WS-2 AS SHOWN. COMPLETE WITH SHUTOFF VALVE ON4"CW LINE, DOWN STREAM OF POINT OF CONNECTION TO6"CW PIPING.

PROVIDE 3"CW PIPING FROM WATER SOFTENER, WS-2, TO4"CW HEADER. ROUTE 4"CW HEADER AS SHOWN. REFERTO PIPING DIAGRAM ON SHEET P3.1.

PROVIDE 4"CW PIPING FROM POINT OF CONNECTION ANDROUTE AS SHOWN. COMPLETE WITH SHUT OFF VALVEDOWN STREAM OF POINT OF CONNECTION. REFER TOPIPING DIAGRAM ON SHEET P3.1.

PROVIDE 4" CW PIPING FROM BOOSTER PUMP, BP-1,DISCHARGE MANIFOLD AND ROUTE AS SHOWN TO POINTOF CONNECTION AT 4"CW PIPING.

PROVIDE 6"CW PIPING FROM POINT OF CONNECTION ANDROUTE AS SHOWN.

PROVIDE 2"IW PIPING FROM WATER SOFTENER, WS-2 ANDROUTE AS SHOWN TO SPILL INTO EXISTING FLOOR SINKWITH APPROVED AIR GAP.

EXTEND EXISTING CONCRETE PAD TO ACCOMODATE NEWEQUIPMENT. REFER TO DETAIL 5/P6.1.

PROVIDE 1"CW PIPING FROM DISCHARGE MANIFOLD ONBOOSTER PUMP, BP-1, TO WESSELS BOOSTER PUMP,FXA-130-HP.

PROVIDE 1"BRINE PVC PIPING FROM BRINE TANKS,COMPLETE WITH SHUT-OFF VALVES AND ROUTE ASSHOWN TO BRINE INLET AT EQUIPMENT. FIELD VERIFYEXACT POINT OF CONNECTION WITH EQUIPMENT ANDEXTEND PIPING AS NECESSARY.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

00 2

SCALE: 1/2" = 1'-0"

RENOVATION PLAN1/2" = 1'-0"1 RENOVATION ISOMETRIC VIEW

NO SCALE2

00 2

SCALE: 1/2" = 1'-0"

R DOMINGOS PADILLAS PADILLA

R DOMINGO

1/2" = 1'-0"

CENTRAL PLANTRENOVATION PLAN

P1.1

BP

1

WS

2

TO COOLINGTOWER

TO BUILDING

TO COOLINGTOWER

TO BUILDING

2

4

4

4"CW

2"CW

6"CW

2"IW2"IW

4"CW

4"CW

3"CW 4"CW

4"CW

3"CW

3"CW4"CW

4"CW

6"CW

6"CW

3"CW

4"CW

2"CW

4"CW

4"CW

6"CW

2"IW

3"CW

4"CW

4"CW

7

8

12

9

6

10

8

9

10

5

11

9

7

128

9

3"CW 6

4"CW 8

4"CW

4"CW

2"CW

1

P6.1

(E) WS

13

1

P6.1

(E) WS

13

1

P6.1 WS

22

1

P6.1

135

P6.1

136

P6.1

(E) WS

1

WS

2

(BRINE TANK)

(BRINE TANK)

(E) WS

1

WS

2(BRINE TANK)(BRINE TANK)

6"CW11

4

P6.1

11

P6.1

BP

11

2

P6.2

3

P6.1

3

P6.1

3

P6.1

TYP.

4

P6.1

TYP.

4

P6.1

TYP.

1"CW 14

SITE PLAN

4"CW

2"CW

2"CW

4"CW 8

1"BRINE15TYP.

1"BRINE 15TYP.

135

P6.1

135

P6.1

SHUT-OFF VALVE (TYP.)

BALL VALVE (TYP.)

CHECK VALVE (TYP.)

CHECK VALVE (TYP.)

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NORTH ORANGE COUNTY COMMUNITYCOLLEGE DISTRICTANAHEIM CAMPUS1830 WEST ROMNEYA DRIVE,ANAHEIM, CA 92801-1819

1

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NOTESPROVIDE FULL SIZE COLD WATER BYPASS ON COLDWATER RISER IN LOCATION SHOWN. REFER TO DETAIL1/P6.2.

1

8TH FLOOR RENOVATION PLAN1/2" = 1'-0"1

0 8

SCALE: 1/8" = 1'-0"

SITE PLAN

R DOMINGOS PADILLAS PADILLA

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8TH FLOORRENOVATION PLAN

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PIPING DIAGRAMNO SCALE1

R DOMINGOS PADILLAS PADILLA

R DOMINGO

NO SCALE

PIPINGDIAGRAM

P3.1

TO COOLING TOWER

TO BUILDING

6"CW4"CW

4"CW3"CW

WS

2

BP

1

3"CW 3"CW

3"CW

3"CW3"CW

3"CW 3"CW 3"CW

2"CW

4"CW

6"CW

3"CWTYP.

3"CWTYP. 2"CW

4"CW

4"CW

4"CW

1"CW

4"CW

NOTESEXISTING WATER SOFTENER, WS-1.PROVIDE 3200 NXTCONTROLLER AND CONNECT CONTROLLER TO EXISTINGPIPING AS SHOW.

1

1 1

(BYPASS)

4"CW4"CW

2"CW

3"CW

4"CW

2"CW

4"CW

(E) WS

1

(E) WS

1

WS

2

(BRINE TANK) (BRINE TANK)

2"CW

HDR.

4"CWHDR.

4"CW

1"BRINETYP.

TYP.1"BRINE

1"BRINETYP.

TO COOLING TOWERFROM (E) BACKFLOW

3

P6.2

2"CW

2"CW

2"CW

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R DOMINGOS PADILLAS PADILLA

R DOMINGO

NO SCALE

DETAILS

P6.1WATER SOFTENER PIPING DIAGRAMNO SCALE1

D

SCW

12 3

4

5

6 7

8

10

9

NOTESAAV (TYP.).

CW SUPPLY.

1/2" DRAIN TO FLOOR SINK (TYP.)

SOFTENER TANK (TYP.)

BRINE TANK.

5/8"Ø PHILLIPS REDHEAD "WEDGE" ANCHOR BOLT, 3 3/4"EMBEDMENT. (TYP. FOR 4)

1"Ø PHILLIPS REDHEAD "WEDGE" ANCHOR BOLT, 6"EMBEDMENT. (TYP. FOR 8 AT EACH SOFTENER TANK)

FINISH FLOOR.

SCW TO SYSTEM.

3" COLD WATER

1

2

3

4

5

6

7

8

9

10

12"12"

ELEVATION

IW1

2

3

4

5

6

7

8

6

5

NOTESB-LINE FIG. BVT025 THRU BVT412.

B-LINE FIG.B22SH.

B-LINE BRACKET.

FILLET WELD ALL AROUND.

12X12X1/4 STL PLATE.

1/2"Ø, 4"L EXPANSION BOLT IN FLOOR. IMBEDED IN EPOXY.

SUPER STRUT BRACKET.

SUPER STRUT CHANNEL A-1200.

PIPE CLAMP.

1

2

3

4

5

6

7

8

9

4

9

PIPE STANCHIONNO SCALE2

1/2" MIN.

2" MAX.

DIRECTORY - 2004 EDITION

U.L. FIRE RESISTANCE/BLDG

1 & 2 HOUR FIRE RATING

SYSTEM NO. W-L-1003

2" EQ. 2"

1/2" (TYP.)

1

2

4

5

76

3

NOTES1/2" THRU 12" STEEL PIPE, 1/2" THRU 6" COPPER TUBE OR1-1/2" THRU 12" CAST IRON PIPE CENTERED IN SLEEVE.

U.L. APPROVED 3M CP-25 OR EQUAL, FIRE RATEDMINERAL WOOL BATT, 100% FILL.

MIN. 22 GA. GALVANIZED SHEETMETAL SLEEVE.

U.L. APPROVED 3M CP-25 WB+ OR EQUAL, WATERPROOFRESILIENT FIRE RATED SEALANT (TYPICAL EACH SIDE OFWALL).

ESCUTCHEON AT ALL PIPES EXPOSED TO VIEW.

GYPSUM WALLBOARD.

STEEL STUDS.

1

2

3

4

5

6

7

BARE PIPE THROUGH GYPSUM WALLSNO SCALE3

PIPE HANGERNO SCALE4

CONCRETE PADNO SCALE5

2"CLR

(E)SOG

STANDARD 90° HOOK

4"

ROUGHEN 1/4" AMPLITUTE ANDCLEAN JOINT, APPLY SIKASIKADUR 32 HI-MOD ADHESIVEPRIOR TO CONCRETE PAD POUR

HILTI HIT-RE 500 V3ADHESIVE, INSTALL INACCORDANCE WITH ICCESR-3814, TYP.

F.V. MIN.6" REQD.

#3 DOWELS @ 3" FROM EACHCORNER, 9" O.C. MAX. AROUNDPERMITER AND 9" O.C. MAX. EACHWAY WITHIN PAD, 3 1/2"EMBEDMENT, TYP.

MATERIALS SPECIFICATIONS:1. CONCRETE STRENGTH SHALL BE F'C=3,000 PSI AT 28 DAYS.

WATER/CEMENT RATIO=0.45 AND MAXIMUM SLUMP = 4".CEMENT SHALL CONFORM TO ASTM C-150, TYPE II/V.

2. REINFORCING STEEL SHALL BE DEFORMED BARS INCONFORMANCE WITH ASTEM A-615, GRADE 60.

INSULATION WHEREREQ'D.

PIPE

GALV. IRON SHEETSHIELD (12" LONG)

UNISTRUT CHANNEL

INSULATION WHEREREQ'D.

PIPE

HANGER ROD(TYP)

PROVIDE A SECTION OF HIGHCOMPRESSION STRENGTHINSULATION AT EACH HANGERPOINT. INSULATION MAY BE HALFROUND OR FULL ROUND &EXTENDED 2" BEYOND GALV.SHIELD EA. WAY.

NOTES1. ATTACH SUPPORTS FOR ALL PIPING SUSPENDED FROM

THE STEEL STRUCTURE TO THE TOP CORD OF JOISTS ORBEAMS.

2. PROVIDE COPPER OR PLASTIC COATED HANGERS FORNON-INSULATED COPPER PIPE.

3. SEE DETAIL 1/P-501 FOR ANCHORAGE.

THREADED HANGER ROD AT CONCRETE FLOOR DECKNO SCALE6

(E) CONCRETE FLOOR

1/2"Ø X 3" EMBED HILTI KB-TZWITH ROD COUPLER PER ICCESR-1917.

Tmax - 500#

THREADED ROD HANGER(1/2"Ø MAX.) ALLOWABLEDOWNWARD LOAD = 500#)(VERIFY LOAD BEFOREHANGING)

6" F.V.

6

P6.1

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NOTESPROVIDE (6) 1/2"DIA HILTI KB-TZ WITH 3" EMBED.COORDINATE WITH EQUIPMENT FOR ACTUAL NUMBER OFANCHORAGE LOCATION AND PROVIDE ADDITIONALANCHOR AS REQUIRED.

PROVIDE (4) 1/2"DIA HILTI KB-TZ WITH 3" EMBED COMPLETEWITH (4) WELDED ANGLE BAR AROUND THE BASE OFTANK.

BOOSTER PUMP PACKAGE.

HYDROPNEUMATIC TANK.

1

2

3

4

R DOMINGOS PADILLAS PADILLA

R DOMINGO

NO SCALE

DETAILS

P6.2

1

2

8TH FLOOR PRV RENOVATIONNO SCALE1

NOTESREPLACE ELBOWS WITH TEES AND PROVIDE 2"CW PIPINGFROM POINT OF CONNECTION TO POINT OF CONNECTION ASSHOWN. COMPLETE WITH SHUT-OFF VALVE TO NORMALLY BEOPEN.

PRV SYSTEM TO REMAIN. SHUT OFF VALVES TO BE NORMALLYCLOSED.

1

2

1

1

2

2

2"CW

BOOSTER PUMP SUPPORTNO SCALE2

3

4

BARE PIPE THROUGH GYPSUM WALLSNO SCALE3

2"ICW

1

1

NOTESRECONNECT EXISTING 2"ICW PIPING TO 2"ICW PIPING TOCOOLING TOWER.

1

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NORTH ORANGE COUNTY COMMUNITYCOLLEGE DISTRICTANAHEIM CAMPUS1830 WEST ROMNEYA DRIVE,ANAHEIM, CA 92801-1819

NOTESDISCONNECT AND REMOVE BOOSTER PUMP EQUIPMENTIN ITS ENTIRETY. DISCONNECT AND REMOVE ASSOCIATEDPIPING FROM BOOSTER PUMP UP TO POINTS OFDISCONNECTION AS SHOWN

DISCONNECT 6"CW PIPING FROM POINT OFDISCONNECTION TO POINT OF DISCONNECTION ASSHOWN.

WATER SOFTENER SYSTEM TO REMAIN. DISCONNECT ANDREMOVE 3200 NXT CONTROLLER.

DISCONNECT, REMOVE AND SALVAGE BRINE TANK.PREPARE EQUIPMENT FOR RELOCATION. DISCONNECTAND REMOVE ASSOCIATED PIPING.

11

22

33

4

00 2

SCALE: 1/2" = 1'-0"

DEMOLITION PLAN1/2" = 1'-0"1 DEMOLITION ISOMETRIC VIEW

1/2" = 1'-0"2

00 2

SCALE: 1/2" = 1'-0"

R DOMINGOS PADILLAS PADILLA

R DOMINGO

1/2" = 1'-0"

CENTRAL PLANTDEMOLITION PLAN

PD1.1

WS-1

2

2

34

4

2

2

1

1

WS-1 36"CW 2"CW

3"CW

4"CW

2"CWTO COOLINGTOWER

TO BUILDING

2"CW

4"CW

4"CW

6"CW

4"CW

4"CW

4"CW

4"CW

TO COOLINGTOWER

TO BUILDING

2"IW

3"CW

3"CW

3"CW

2"CW

2"CW

GENERAL NOTES1. CONTRACTOR SHALL PATCH ALL HOLES AND RESTORE

EXISTING FINISHES DAMAGED DUE TO CONSTRUCTION.

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NORTH ORANGE COUNTY COMMUNITYCOLLEGE DISTRICTANAHEIM CAMPUS1830 WEST ROMNEYA DRIVE,ANAHEIM, CA 92801-1819

XXX

X

NONE

GENERAL NOTES,LEGEND, ABBREVIATIONS

& SHEET INDEX

E0.1

SHEET INDEX

GENERAL NOTES

SHEET DESCRIPTION

E0.1 GENERAL NOTES, LEGEND, ABBREVIATION AND SHEET INDEX

E1.1 POWER RENOVATION PLAN

ED1.1 POWER DEMOLITION PLAN

ABBREVIATIONSLEGEND1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE AND ALL

OTHER APPLICABLE FEDERAL AND STATE. WHERE THE CONSTRUCTION DOCUMENTS INDICATE MORERESTRICTIVE REQUIREMENTS, THE CONSTRUCTION DOCUMENTS SHALL GOVERN BUT THECONSTRUCTION DOCUMENTS SHALL NOT BE INTERPRETED AS AUTHORITY TO VIOLATE ANY CODE ORREGULATION.

2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS' LABEL (UL)AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED.

3. THE CONTRACTOR SHALL NOT BORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBERWITHOUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER.

4. MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ANCHORAGE NOTES:

ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLEDPER THE DETAILS ON THE APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED,THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCES ANDDISPLACEMENT REQUIREMENTS.

A. ALL PERMANENT EQUIPMENT AND COMPONENTS.

B. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TOTHE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER.

C. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS ANDHEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARYATTACHMENTS.

THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENT SHALL BEPOSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THESECOMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT ANDASSOCIATED DUCTWORK, PIPING, AND CONDUIT.

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORTS THECOMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS,LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNGFROM A WALL.

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THEINSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORDAND THE STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTSAND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.

5. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES:

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITHTHE FORCES AND DISPLACEMENTS PRESCRIBED IN LATEST SECTIONS OF CBC AND ASCE.

THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL BE DETAILED ON THE APPROVEDDRAWINGS OR THEY SHALL COMPLY WITH ONE OF THE OSHPD PRE-APPROVALS (OPA #) AS MODIFIEDTO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D.

COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGINGAND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.

THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TOSUPPORT THE HANGER AND BRACE LOADS.

ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION

1/C SINGLE CONDUCTOR KVA KILOVOLT-AMPERES& AND KW KILOWATT@ AT LF LINEAR FEETA OR AMP AMPERES LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUITABV ABOVE LGST LARGESTA.C. ASPHALT CONCRETE LIS LOAD INTERRUPTER SWITCHAF AMPERE FUSE RATING LOC. LOCATIONAFC AVAILABLE FAULT CURRENT LOTO LOCK-OUT & TAG-OUTAFF ABOVE FINISHED FLOOR LSI LONG TERM, SHORT TERM, INSTANTANEOUSAFG ABOVE FINISH GRADE LTG LIGHTINGAIC AMPERE INTERRUPTING CAPACITY LV LOW VOLTAGEAL ALUMINUM M METERAPPROX. APPROXIMATE MAX MAXIMUMARCH. ARCHITECT; ARCHITECTURAL MCA MAXIMUM CIRCUIT AMPACITYAS AMPERE SWITCH RATING MCC MOTOR CONTROL CENTERASCC AVAILABLE SHORT CIRCUIT CURRENT MCP MOTOR CIRCUIT PROTECTORATC AIR TERMINAL CHAMBER MFGR, MFR MANUFACTURERATO AUTOMATIC THROW-OVER (SWITCH) MH MANHOLEATS AUTOMATIC TRANSFER SWITCH MI. MECHANICAL INTERLOCKAUTO AUTOMATIC MRCT MULTI-RATIO CURRENT TRANSFORMERAUX AUXILIARY MIN MINIMUMAWG AMERICAN WIRE GAUGE MOCP MAXIMUM OVERCURRENT PROTECTIONBAT BATTERY MTD MOUNTEDBEL BELOW MTG MOUNTINGBKBD BACKBOARD MTR MOTORBKR BREAKER MTTB MAIN TELEPHONE TERMINAL BOARDBLDG BUILDING MV MEDIUM VOLTAGEB.S. BARE STRANDED N NORTHC CONDUIT NAC NOTIFICATION APPLIANCE CIRCUITCB CIRCUIT BREAKER NC NORMALLY CLOSEDCC CONSTANT CURRENT NEC NATIONAL ELECTRICAL CODECEC CALIFORNIA ELECTRICAL CODE NF NON-FUSEDCF CUBIC FEET NIC NOT IN CONTRACTCKT CIRCUIT NL NIGHT LIGHT- 24HRS ONCL CENTER LINE NO. NUMBERCLG CEILING OC ON CENTERCMU CONCRETE MASONRY UNIT OCPD OVERCURRENT PROTECTIVE DEVICEC.O. CONDUIT ONLY WITH PULL WIRE OD OUTSIDE DIAMETERCOL COLUMN OE OVERHEAD ELECTRICALCP COMMUNICATION PROCESSOR OFC OIL FUSED CUTOUTCPT CONTROL POWER TRANSFORMER OH OVERHEADCR CONTROL RELAY OL OIL LEVER SWITCHCSFD COMBINATION SMOKE FIRE DAMPER P POLECT CURRENT TRANSFORMER PAC PROGRAMMABLE AUTOMATION CONTROLLERCW COLD WATER PB PULL BOXCU COPPER PC PHOTOCELLDIAG DIAGRAM PCB POLYCHLORINATED BIPHENYLDIST. DISTANCE PDS PRESSURE DIFFERENTIAL SWITCHDL DAMP LOCATION LISTING PF POWER FACTORDM DIGITAL METER PH OR Ø PHASEDMM DIGITAL METER MODULE PILC PAPER INSULATED, LEAD COVERDP DISTRIBUTION PANEL PIV POST INDICATING VALVEDIST. DISTANCE PL PLATEDWG DRAWING PLC PROGRAMMABLE LOGIC CONTROLLERDWP DEPARTMENT OF WATER & POWER PNL PANELEA EACH POC POINT OF CONNECTIONECM ELECTRONIC CIRCUIT MONITOR PREF. PREFERREDELEC. ELECTRICAL PRI. PRIMARYEM EMERGENCY PVC POLY-VINYL CHLORIDEEMH ELECTRICAL MANHOLE PWR POWEREMT ELECTRICAL METALLIC TUBING REC/RECEPT RECEPTACLEEPO EMERGENCY POWER OFF REQ'D REQUIREDEPR ETHYLENE PROPYLENE RUBBER RGS RIGID GALVANIZED STEELEQUIP EQUIPMENT RMC RIGID METAL CONDUITER EXISTING TO BE REMOVED RPBP REDUCED PRESSURE BACK FLOW PREVENTERERR EXISTING TO BE RELOCATED AND - RM ROOM

RECONNECTED RTAC REAL TIME AUTOMATION CONTROLLEREXIST/(E) EXISTING SCCR SHORT CIRCUIT CURRENT RATINGEXP EXPLOSION PROOF SCE SOUTHERN CALIFORNIA EDISONFA FIRE ALARM SF SQUARE FEETFFE FINISHED FLOOR ELEVATION SHT SHEETFIN. FINISH SIG. SIGNALFIP. FIELD INTERFACE PANEL SP SPAREFIXT FIXTURE SPECS SPECIFICATIONSFLA FULL LOAD AMPS ST STREETFLR FLOOR STD STANDARDFLUOR FLUORESCENT STP SHIELDED TWISTED PAIRFT FEET SW SWITCHFACP FIRE ALARM CONTROL PANEL SWBD SWITCHBOARDFATC FIRE ALARM TERMINAL CABINET SWGR SWITCHGEARFMC FLEXIBLE METAL CONDUIT SWST SWITCHING STATIONFO FIBER OBTIC TB TERMINAL BLOCKFTG FOOTING TEL./TELE TELEPHONEGEN GENERATOR TMH TELEPHONE MANHOLEGFI GROUND FAULT INTERRUPTER T.O.D. TOP OF DUCTBANKGFR GROUND FAULT RELAY T.O.M. TOP OF MANHOLEGG GREEN GROUND TPS TWISTED SHIELDED PAIRGND GROUND TRANSF,XFMR TRANSFORMERHOA HAND-OFF-AUTOMATIC TS TAMPER SWITCHHP HORSEPOWER TYP TYPICALHT HEIGHT UG UNDERGROUNDHTR HEATER UON UNLESS OTHERWISE NOTEDHZ HERTZ V VOLTSICON INTEGRATED COMMUNICATIONS OPTICAL - VA VOLT-AMPERES

NETWORK VB VIBRATION SWITCHIE INVERT ELEVATION VFD VARIABLE FREQUENCY DRIVEIED INTELLIGENT ELECTRONIC DEVICES W WATTSIMC INTERMEDIATE METAL CONDUIT W/ WITHISC SHORT CIRCUIT CURRENT W/O WITHOUTINCAND INCADESCENT WCR WITHSTAND CLOSE-ON RATINGJ, JB, J-BOX JUNCTION BOX WP WEATHERPROOFKCMIL THOUSAND CIRCULAR MILS Z IMPEDANCEKV KILOVOLT

IN THE EVENT ABBREVIATIONS NOT MENTIONED HEREIN ARE USED, REFERENCE WILL BE MADE TO ANSI Y1.1, MILITARYSTANDARD ABBREVIATIONS, AND OTHER STANDARD INDUSTRY CONVENTIONS.

SYMBOL DESCRIPTION

NOTE CALLOUT

DETAIL CALLOUT- NUMBER ON TOP DENOTES DETAIL NUMBER- NUMBER ON BOTTOM DENOTES SHEET DETAIL IS SHOWN

MECHANICAL EQUIPMENT CALLOUT, SEE MECHANICAL PLANS FOREXACT LOCATION AND REQUIREMENTS

SECTION CALLOUT

FEEDER CALLOUT

EXISTING FEEDER CALLOUT

NEW LINEWORK

EXISTING LINEWORK

DEMOLISHED LINEWORK

CONDUIT CONCEALED IN WALL OR ABOVE CEILING

CONDUIT EXPOSED

CONDUIT CONCEALED UNDERGROUND OR BELOW FLOOR

CONDUIT EMERGENCY

MULTI-CHANNEL RACEWAY

CONDUIT TURNED UP

CONDUIT CAPPED

BRANCH CIRCUIT HOMERUN TO PANELBOARD AND CIRCUITS ASINDICATED

3/4" CONDUIT, TICK MARKS INDICATE QUANTITY OF #12 AWG WIRES(UNLESS NOTED OTHERWISE, NO MARKS INDICATES 2#12 & 1#12 GNDWIRES)- SMALL MARK DENOTES HOT WIRE- LARGE MARK DENOTES NEUTRAL WIRE- DIAGONAL DENOTES GROUND WIRE

GENERATOR

SWITCH

CIRCUIT BREAKER

2-WAY SWITCH, TRANSFER SWITCH

FUSE

TRANSFORMER

GROUND CONNECTION

MOTOR - SINGLE PHASE FRACTIONAL OR INTEGRAL HORSEPOWER

METER

ELECTRONIC CIRCUIT MONITOR

480V DRAWOUT BREAKER

VARIABLE FREQUENCY DRIVE

PANEL

FUSED DISCONNECT SWITCH

NON-FUSED DISCONNECT SWITCH

COMBINATION STARTER/DISCONNECT SWITCH

SWITCH MOTOR RATED

SPLICE

TERMINATION

EXISTING TERMINATION

MEDIUM VOLTAGE - AIR CIRCUIT BREAKERDRAWOUT BREAKER

MEDIUM VOLTAGE FUSEDDISCONNECT SWITCH

MEDIUM VOLTAGE MODULAR SPLICE

MEDIUM VOLTAGE EXISTING MODULAR SPLICE

2X4 LIGHT FIXTURE - UPPER CASE LETTER INDICATES LIGHT FIXTURECALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROL ZONE.

2X4 EMERGENCY LIGHT FIXTURE FED FROM GENERATOR/ INVERTER/BATTERY BACKUP

2X2 LIGHT FIXTURE - UPPER CASE LETTER INDICATES LIGHT FIXTURECALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROL ZONE.

2X2 EMERGENCY LIGHT FIXTURE FED FROM GENERATOR/ INVERTER/BATTERY BACKUP

LINEAR LIGHT FIXTURE, DIMENSIONS PER PLANS - UPPER CASE LETTERINDICATES LIGHT FIXTURE CALLOUT. LOWER CASE LETTER INDICATESLIGHTING CONTROL ZONE.

EMERGENCY LINEAR LIGHT FIXTURE, DIMENSIONS PER PLANS - LIGHTFIXTURE FED FROM GENERATOR/ INVERTER/ BATTERY BACKUP

LINEAR PENDANT LIGHT FIXTURE, DIMENSIONS PER PLANS - UPPERCASE LETTER INDICATES LIGHT FIXTURE CALLOUT. LOWER CASE LETTERINDICATES LIGHTING CONTROL ZONE.

TRACK LIGHTING - UPPER CASE LETTER INDICATES LIGHT FIXTURECALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROL ZONE.

UNDERCABINET / COVE FIXTURE - UPPER CASE LETTER INDICATES LIGHTFIXTURE CALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROLZONE.

LED STRIP LIGHT FIXTURE - UPPER CASE LETTER INDICATES LIGHTFIXTURE CALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROLZONE.

SYMBOL DESCRIPTION

DOWNLIGHT FIXTURE - UPPER CASE LETTER INDICATES LIGHT FIXTURECALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROL ZONE.

EMERGENCY DOWNLIGHT FIXTURE FED FROM GENERATOR/ INVERTER/BATTERY BACKUP

PENDANT LUMINAIRE - UPPER CASE LETTER INDICATES LIGHT FIXTURECALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROL ZONE.

WALLWASH LIGHT FIXTURE - UPPER CASE LETTER INDICATES LIGHTFIXTURE CALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROLZONE.

WALL MOUNTED LIGHT FIXTURE - UPPER CASE LETTER INDICATES LIGHTFIXTURE CALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROLZONE.

EMERGENCY WALL MOUNTED LIGHT FIXTURE FED FROM GENERATOR/INVERTER/ BATTERY BACKUP

BOLLARD LUMINAIRE

POST TOP LUMINAIRE

POLE MOUNTED LUMINAIRE, SINGLE HEAD

POLE MOUNTED LUMINAIRE, DOUBLE HEAD

POLE MOUNTED LUMINAIRE, TRIPLE HEAD

POLE MOUNTED LUMINAIRE, QUAD HEAD

IN GRADE LUMINAIRE

PATHWAY LUMINAIRE

LANDSCAPE FIXTURE

EXIT LIGHT FIXTURE WITH DIRECTIONAL ARROWS AS INDICATED.SHADED SIDE DENOTES NUMBER OF FACES

JUNCTION BOX

PHOTOCELL FOR EXTERIOR APPLICATIONS

DAYLIGHT SENSOR - CEILING MOUNTED

RELAY

EMERGENCY RELAY UL 924 COMPLIANT

MOTION SENSOR - CEILING MOUNTED

MOTION SENSOR - CORNER OR WALL MOUNTED

MOTION SENSOR WITH AISLE/CORRIDOR LENS - CEILING MOUNTED

COMBINATION MOTION AND DAYLIGHT SENSOR

LIGHTING CONTROL NETWORK DEVICE

DIGITAL TIMER SWITCH

MOTION SENSOR SWITCH

LOW VOLTAGE SWITCH

DIMMER MASTER SWITCH

DIGITAL DIMMING SWITCH

GRAPHICAL TOUCH SCREEN - LIGHTING CONTROL STATION

THERMOSTAT WITH A 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE

MODULAR FURNITURE - BASE POWER WHIP FEED CONNECTION

MODULAR FURNITURE - FLOOR BOX FEED CONNECTION

MODULAR FURNITURE - POWER POLE FEED CONNECTION

LIGHTING CONTROL PANEL - SURFACE MOUNTED

PANELBOARD - RECESSED MOUNTED

PANELBOARD - SURFACE MOUNTED

DISTRIBUTION PANEL/ BOARD

SINGLE POLE SWITCH, DEVICE SHALL BE MOUNTED +48" MAX AND +36"MIN FROM THE CENTER OF DEVICE:

SWITCH 3-WAY (48" AFF MAXIMUM)

TIMER SWITCH (48" AFF MAXIMUM)

DUAL SWITCH (48" AFF MAXIMUM)

PUSHBUTTON SWITCH

-

-

-

-

-

-

-

-

-

W W

A-1

G

M

ECM

VFD

M

52

X

y

Xy

X

y

X

y

X

y

Xy

yX

Xy

Xy

Xy

Xy

Xy

J

PC

DS

R

ER

M

M

M

MD

N

TM

MS

LV

DM

D

G

T

J

J

J

3

T

ab

RECESSED ON WALL G=GFCI, WP=WEATHER PROOFSURFACE G=GFCI, WP=WEATHER PROOFFLOOR OR CEILING C=CEILING

20A, 125V DUPLEX RECEPTACLEMOUNTED +15" AFF, UNLESS OTHERWISE NOTED

20A, 125V QUAD RECEPTACLEMOUNTED +15" AFF, UNLESS OTHERWISE NOTED

20A, 125V DUPLEX RECEPTACLERECEPTACLE ON DEDICATED CIRCUIT

20A, 125V CONTROLLED DUPLEX RECEPTACLE

20A, 125V QUAD RECEPTACLE(HALF) CONTROLLED RECEPTACLE

SPECIAL RECEPTACLEREFER TO DRAWINGS FOR NEMA CONFIGURATION

JUNCTION BOX

RECESSED POKE-THROUGHRECESSED POKE-THROUGH - POWER/TEL/DATARECESSED FLOOR BOX - POWER/TEL/DATA

20A, 125V DUPLEX RECEPTACLE FIRE RATED TYPE

20A, 125V QUAD RECEPTACLE FIRE RATED TYPE

JJJ

ELS

B-1

ELS

B-3

ELS

B-1

(E)P

AN

EL

"ELS

B"

(E)PANEL"SE"

(E) X

FMR

"LW

S"

(E) X

FMR

"ELS

B"

(E) X

FMR

"LS

B"

(E)P

AN

EL

"LS

B"

(E)P

AN

EL

"EH

SB

"

(E)P

AN

EL

"HS

B"

(E) "MCC-SN"

(E)

"480

VS

WG

R"

(E)

ME

TER

ING

(E)

HV

FUS

ES

(E)

UN

IT S

UB

"S"

(E)

FEE

DE

R "A

"

(E)

1000

KVA

XFM

R

(E)

UN

IT S

UB

"T"

(E)

"EM

"

(E)

"MS

E"

(E)"ATS-2" (E

)CT-

1 VF

D

(E)C

T-2

VFD

(E)P

AN

EL

"PLS

"

(E)L

TG C

NTL

WS

2

BP

1

WS-1

ELSB-32,34,361

2(E)ELSB-13

3

3/4"C - 3#8 & 1#10 GND

NOTESCONTROL PANEL WITH DISCONNECT SWITCH PROVIDEDWITH THE EQUIPMENT BY EQUIPMENT MANUFACTURER.PROVIDE POWER CONNECTION AS SHOWN. COORDINATEWITH PLUMBING FOR EXACT LOCATION AND CONNECTIONREQUIREMENTS.

USE EXISTING RECEPTACLE TO POWER NEW WATERSOFTENER. VERIFY WHETHER CIRCUIT IS LIVE. IF NOTPROVIDE 3/4" CONDUIT WITH 2#12 & 1#12 GROUND WIRESFROM PANEL ELSB, CIRCUIT 13.

REPLACE EXISTING CIRCUIT BREAKER AT 32,34,36 WITH ANEW 40A, 3POLE CIRCUIT BREAKER. MATCH MAKE ANDAIC RATING WITH THAT OF EXISTING BREAKERS. UPDATEPANEL DIRECTORY.

1

2

3

100% CD 11/13/19

Project Title

RevisionsDateDescriptionNumber

DesignedDrawnChecked

Date

Sheet Title

Sheet Number

Consultant

Approved

Scale

Submittal

P2S No. 9883

NOCCCDBOOSTER PUMPREPLACEMENT

1 2 3 4 5 6

A

B

C

D

E

FILE

PA

TH &

NA

ME

: R:\J

9883

\ELE

CTR

ICA

L\E

1.1.

DW

G S

AB

INO

PA

DIL

LAP

LOT:

Wed

nesd

ay, N

ovem

ber 1

3, 2

019

2:30

:27

PM

Owner

NORTH ORANGE COUNTY COMMUNITYCOLLEGE DISTRICTANAHEIM CAMPUS1830 WEST ROMNEYA DRIVE,ANAHEIM, CA 92801-1819

XXX

X

1/4"=1'-0"

POWER RENOVATIONPLAN

E1.10 4

SCALE: 1/4" = 1'-0"

ELS

B-1

ELS

B-3

ELS

B-1

(E)P

AN

EL

"ELS

B"

(E)PANEL"SE"

(E) X

FMR

"LW

S"

(E) X

FMR

"ELS

B"

(E) X

FMR

"LS

B"

(E)P

AN

EL

"LS

B"

(E)P

AN

EL

"EH

SB

"

(E)P

AN

EL

"HS

B"

(E) "MCC-SN"

(E)

"480

VS

WG

R"

(E)

ME

TER

ING

(E)

HV

FUS

ES

(E)

UN

IT S

UB

"S"

(E)

FEE

DE

R "A

"

(E)

1000

KVA

XFM

R

(E)

UN

IT S

UB

"T"

(E)

"EM

"

(E)

"MS

E"

(E)"ATS-2" (E

)CT-

1 VF

D

(E)C

T-2

VFD

(E)P

AN

EL

"PLS

"

(E)L

TG C

NTL

WS-1

1

NOTESDISCONNECT EXISTING POWER CONNECTION TO THEBOOSTER PUMP INCLUDING CONTROL PANEL, CONDUITAND WIRES BACK TO THE SOURCE.

1

100% CD 11/13/19

Project Title

RevisionsDateDescriptionNumber

DesignedDrawnChecked

Date

Sheet Title

Sheet Number

Consultant

Approved

Scale

Submittal

P2S No. 9883

NOCCCDBOOSTER PUMPREPLACEMENT

1 2 3 4 5 6

A

B

C

D

E

FILE

PA

TH &

NA

ME

: R:\J

9883

\ELE

CTR

ICA

L\E

D1.

1.D

WG

SA

BIN

O P

AD

ILLA

PLO

T: W

edne

sday

, Nov

embe

r 13,

201

9 2:

30:2

8 P

M

Owner

NORTH ORANGE COUNTY COMMUNITYCOLLEGE DISTRICTANAHEIM CAMPUS1830 WEST ROMNEYA DRIVE,ANAHEIM, CA 92801-1819

XXX

X

1/4"=1'-0"

POWER DEMOLITIONPLAN

ED1.10 4

SCALE: 1/4" = 1'-0"