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June 30, 2014

Addendum #1

B14/9866

East Campus Art Department Renovation SPECIFICATIONS for East Campus Art Department Renovation Dated: June 12, 2014 This addendum supplements and amends the original Specifications and Drawings, dated June 1, 2014, and shall be taken into account in preparing bids, and shall become part of the Contract Documents. In case of conflicts between the Specifications, Drawings, and this Addendum, this Addendum shall govern. Careful note of this Addendum shall be taken and all trades affected shall be fully advised for performance of the work. Acknowledge receipt of this Addendum in the space provided on the proposal form. Failure to do so may subject bidder to disqualification. Item # I. Attached End of Addendum # one

PCC East Art Studios ADDENDUM NO. 1 NTD Architecture June 30, 2014 NTD # 2013-0203-00 Page 1 of 2

ADDENDUM NO. 1

PCC EAST CAMPUS – BUILDING E5 OVERHANG ART STUDIOS RENOVATION

Pima Community College Tucson, AZ

June-30-2014 NTD ARCHITECTURE

2940 North Swan Road, #214 Tucson, AZ 85712

1. PART 1 - GENERAL

1.1. THE FOLLOWING REVISIONS AND/OR CLARIFICATIONS SHALL BE MADE TO THE BIDDING REQUIREMENTS AND CONTRACT DOCUMENTS. REVISE AND AMEND THE DOCUMENTS FOR THE ABOVE NAMED PROJECT IN ACCORDANCE WITH THIS ADDENDUM. THE BID SHALL REFLECT THESE ADDENDUM CHANGES AND EACH BIDDER SHALL MAKE REFERENCE IN THEIR BID TO THIS ADDENDUM.

2. PART 2 – SPECIFICATIONS

2.1. NARRATIVE CHANGES TO SPECIFICATIONS:

2.1.1. Specification Section 12300 ALTERNATES – Modify as follows:

2.1.1.1. 12300 4.6 B 5.1 delete “To be issued by Addendum”. Add: “Identify as Additive Alternate 5 the cost associated with furnishing LED lighting fixtures and controls as shown on reissued sheets E001 and EP101, attached to this Addendum.

3. PART 2 – DRAWINGS

3.1. ARCHITECTURAL DRAWINGS RE-ISSUED:

3.1.1. Sheet A0.0.1 – Replace with A0.0.1 (Revision 1/ June 30, 2014) attached, indicating location of construction fence and contractor staging area.

3.1.2. Sheet A4.1.1 – Replace with A4.2.2 (Revision 1/ June 30, 2014) attached, indicating art room light fixtures shift north, and revised ‘limit of work’.

3.2. ELECTRICAL DRAWINGS RE-ISSUED:

3.2.1. Sheet E 001 -- Replace with E001 (Revision 1 / June 10, 2014) attached.

3.2.2. Sheet EP 101 -- Replace with EP101 (Revision 1 / June 10, 2014) attached.

3.3. ADD NARRATIVE CHANGES TO ARCHITECTURAL DRAWINGS:

PCC East Art Studios ADDENDUM NO. 1 NTD Architecture June 30, 2014 NTD # 2013-0203-00 Page 2 of 2

4. PART 4 – SUPPLEMENTAL INFORMATION

4.1. RESTRICTED WORK HOURS FOR JACKHAMMER WORK AND LOADING OF DEBRIS FROM DEMOLITION:

4.1.1. The Owner requests that noisy demolition work, such as jack hammering concrete and loading heavy construction debris take place during off hours. Off hours are defined as before 7:00 AM and after 5:00 PM, Monday through Friday, and anytime on Saturday and Sunday. For exceptions to this rule, arrangements must be made with Owner’s Representative.

4.2. DEPTH OF EXISTING UNDERGROUND CONDUIT ALONG NORTH END OF SITE:

4.2.1. Depth of existing conduit found to be 18” below grade at potholed location. Depth of duct bank at crossing with storm drain is unknown. Proceed with caution. Coordinate with Architect.

END OF ADDENDUM #1 INCLUDING REFERENCED ENCLOSURES

Enclosures:

I) Drawing Sheets A0.01 Rev. 1, 6/30/14, A4.1.1 Rev. 1 6/30/14, E101Rev.1, 6/10/14, EP101 Rev. 1, 6/10/14

GENERAL NOTES

1. FOR APPLICABLE CODES AND STANDARDS, REFER TO SHEET G0.1.1

2. DURING THE ENTIRE CONSTRUCTION PERIOD, IT SHALL BE THE SOLE RESPONSIBILITY OFTHE CONTRACTOR TO MAINTAIN CONDITIONS AT THE PROJECT SITE, TO MEET THEREQUIREMENTS OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA). THIS PROVISION SHALL COVER THE CONTRACTOR'S EMPLOYEES AND ALL OTHERPERSONS WORKING UPON OR VISITING THE SITE. THE CONTRACTOR SHALL BECOME FULLYINFORMED OF ALL APPLICABLE STANDARDS AND REGULATIONS AND INFORM ALL PERSONSAND REPRESENTATIVES RESPONSIBLE FOR WORK UNDER THIS CONTRACT.

3. CONFIRM ALL NEW AND EXISTING CONDITIONS WITH THE CONTRACT DOCUMENTS. NOTIFYARCHITECT IMMEDIATELY IN WRITING OF ALL DISCREPANCIES OR CONFLICTS. DO NOTPROCEED WITH WORK IN THE AREA OF DISCREPANCY OR CONFLICT UNTIL DIRECTION ISGIVEN BY ARCHITECT. IF CONTRACTOR PROCEEDS WITHOUT DIRECTION FROM ARCHITECT, ITSHALL BE AT CONTRACTORS RISK, AND CONTRACTOR SHALL BE RESPONSIBLE FOR ALLREQUIRED CORRECTIVE ACTION.

4. REVIEW THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF SYSTEMS SHOWNON CONSULTING ENGINEERS DOCUMENTS. DISCREPANCIES BETWEEN THE ARCHITECTURALAND CONSULTING ENGINEER'S DOCUMENTS SHALL BE BROUGHT TO ARCHITECT'S ATTENTIONFOR DIRECTION. CONSTRUCTION INSTALLED IN CONFLICT WITH THE ARCHITECTURALDRAWINGS SHALL BE CORRECTED BY CONTRACTOR AT NO EXPENSE TO THE OWNER.

5. DO NOT SCALE THE CONSTRUCTION DOCUMENTS. WRITTEN DIMENSIONS TAKEPRECEDENCE OVER SCALED GRAPHICS. NOTIFY ARCHITECT IMMEDIATELY IN WRITING OF ALLADDITIONAL REQUIRED DIMENSIONS. DO NOT PROCEED WITH WORK IN THE AREA OFDISCREPANCY OR CONFLICT UNTIL DIRECTION IS GIVEN BY ARCHITECT. IF THE CONTRACTORPROCEEDS WITHOUT DIRECTION FROM ARCHITECT, IT SHALL BE AT CONTRACTORS RISK, ANDCONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED CORRECTIVE ACTION.

6. CORRECT ALL WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DOCUMENTS BYCONTRACTOR AS DIRECTED BY ARCHITECT AND AT NO ADDITIONAL EXPENSE TO THE OWNER.

7. VISIT JOB SITE PRIOR TO BEGINNING WORK AND VERIFY ALL DIMENSIONS AND CONDITIONS.

8. WHERE WORK OR EQUIPMENT IS INDICATED "N.I.C." (NOT IN CONTRACT) ON THEDRAWINGS, SUCH WORK AND/OR EQUIPMENT SHALL BE PROVIDED BY OTHERS. CONTRACTORSHALL COORDINATE AND COOPERATE TO EFFECT SUCH INSTALLATION.

9. ALL PLAN DIMENSIONS FOR MASONRY AND CONCRETE REPRESENT FACE OF MATERIALAND OPENING UNLESS NOTED OTHERWISE.

10. ALL DIMENSIONS SHOWN ARE TO FACE OF STUD AT NEW CONSTRUCTION AND FACE OFFINISH AT EXISTING CONSTRUCTION, UNLESS NOTED OTHERWISE.

11. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT THE REVIEW OF ARCHITECT UNLESS NOTED(+/-) OR “VERIFY”. DIMENSIONS NOTED “HOLD” SHALL BE CONSIDERED AS ABSOLUTE ANDUSED FOR LAY-OUT CONTROL UNLESS OTHERWISE DIRECTED BY ARCHITECT.

12. ALL HEIGHTS ARE DIMENSIONED FROM TOP OF FINISH FLOOR NOTED.

13. "TYPICAL" MEANS COMPARABLE CHARACTERISTICS FOR THE ELEVATION OR DETAILNOTED. WHEN A DETAIL OR NOTE IS IDENTIFIED AS “TYPICAL”, CONTRACTOR SHALL APPLYTHIS DETAIL OR NOTE TO EVERY LIKE CONDITION, WHETHER OR NOT THE REFERENCE ISREPEATED IN EVERY INSTANCE. VERIFY DIMENSIONS AND ORIENTATION ON PLANS.

14. PROVIDE WORK NOT SPECIFICALLY DETAILED OR SPECIFIED IN ACCORDANCE WITHDETAILS OR SIZES COVERING SIMILAR WORK.

15. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE ELEVATION OR DETAILNOTED VERIFY DIMENSIONS AND ORIENTATION ON PLANS.

16. REFER TO THE PROJECT MANUAL FOR GENERAL CONDITIONS, SUPPLEMENTARY ANDSPECIAL CONDITIONS, SPECIFICATIONS, AND OTHER REQUIREMENTS.

17. PROVIDE BARRICADES AND PROTECTIVE DEVICES SEPARATING CONSTRUCTION AREAS.PROVIDE TEMPORARY PASSAGES AS REQUIRED. PRIOR TO DELIVERY OF MATERIALS TOCONSTRUCTION ZONE AND REMOVAL OF WASTE FROM SITE, CHECK WITH OWNER FORACCEPTABLE ACCESS ROUTE AND TIME. UNDER NO CIRCUMSTANCES USE AREA OUTSIDETHE CONSTRUCTION ZONE WITHOUT PRIOR CLEARANCE FROM THE OWNER. COMPLY WITHREQUIREMENTS AS SPECIFIED IN PROJECT MANUAL.

18. PROVIDE FOR THE PROPER SEQUENCE OF CONSTRUCTION, LOCATION AND SIZE OFOPENINGS. COORDINATE ALL CONSTRUCTION AS INDICATED BY THE CONTRACT DOCUMENTS,INCLUDING SHOP DRAWINGS REVIEWED BY ARCHITECT.

19. TAKE ALL MEASURES TO ACCOMPLISH THE WORK WITH THE MINIMUM OF INTERRUPTIONTO NORMAL BUILDING PROCEDURES. NOTIFY OWNER IN ADVANCE OF HVAC, ELECTRICAL OROTHER BUILDING SYSTEM SHUT-OFFS. MINIMIZE NOISE AND DUST GENERATION TO MAXIMUMEXTENT POSSIBLE. COMPLY WITH REQUIREMENTS AS SPECIFIED IN PROJECT MANUAL.

20. REMOVE ALL TRASH AND DEBRIS DAILY. DO NOT STORE BUILDING MATERIALS INCORRIDORS AT ANY TIME. COMPLY WITH REQUIREMENTS AS SPECIFIED IN PROJECT MANUAL.

21. PERFORM ALL CUTTING, PATCHING, AND FINISHING NECESSARY TO RESTORE THEBUILDING AND SITE TO ORIGINAL CONDITION OF ALL EXISTING PORTIONS OF THE BUILDINGAND SITE AFFECTED BY CONTRACTORS WORK, TO THE SATISFACTION OF ARCHITECT ANDOWNER.

22. VERIFY POINTS OF CONNECTION, INCLUDING SIZES AND LOCATIONS, AND ALL OTHERREQUIRED OPERATING CRITERIA WITH EQUIPMENT MANUFACTURER.

23. COORDINATE THE LOCATION AND TYPE OF ALL ACCESS PANELS REQUIRED FORACCESSING MECHANICAL, PLUMBING, ELECTRICAL AND OTHER BUILDING SYSTEMS WITHARCHITECT.

24. CONTRACTOR SHALL STIPULATE THAT ALL PROPOSED SUBSTITUTIONS ARE EQUAL INPERFORMANCE AND COMPLY WITH APPLICABLE CODES AND REGULATIONS. CONTRACTOR’SSUBSTITUTION OF ALTERNATE MATERIALS OR SYSTEMS SHALL BE AT NO ADDITIONAL COSTTO OWNER.

25. CONTRACTOR SHALL INSURE ALL CONSTRUCTION SHALL REMAIN ACCESSIBLE ANDEXPOSED FOR INSPECTION PURPOSES UNTIL APPROVED BY THE INSPECTOR OF RECORD.FOR CONTINUOUS INSPECTION, TESTING, AND OBSERVATION REQUIREMENTS, REFER TO THETESTING AND OBSERVATION PROGRAM.

26. PROTECTION DURING WELDING: PROTECT OCCUPANTS AND THE PUBLIC WITH PORTABLESOLID VISION BARRICADES AROUND LOCATION WHERE WELDING IS BEING PERFORMED.PROVIDE SIGNS WARNING AGAINST LOOKING AT WELDING WITHOUT PROPER EYEPROTECTION OR EQUIVALENT. SEE C.F.C. FOR REQUIREMENTS FOR ON SITE WELDING.

27. DOOR FRAMES LOCATED NEAR ADJACENT WALLS OR CASEWORK TO BE 4" FROM INSIDECORNER.

28. COORDINATE AND CONFIRM EXACT LOCATIONS OF ALL FLOOR-MOUNTED OUTLETS PRIORTO CONCRETE PLACEMENT, SEE ELECTRICAL.

29. PARTITIONS TO EXTEND 6" ABOVE CEILING, U.N.O.

1. ALL INTERIOR FINISHES SHALL CONFORM TO THE REQUIREMENTS OF IBC CHAPTER 8. ALLFINISHES SHALL HAVE A FLAME SPREAD RATING OF 75 OR LESS AND A SMOKE DENSITY NOT TOEXCEED 450, and SHALL HAVE A CLASS I OR II FLAME SPREAD CLASSIFICATION.

2. ALL INSULATION MATERIALS INSTALLED WITHIN ROOF - CEILING ASSEMBLIES, ATTICS, ORWALLS SHALL HAVE A FLAME - SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TOEXCEED 450.

3. ALL ELECTRICAL, MECHANICAL, AND PLUMBING PENETRATIONS, INCLUDING CONDUITS ANDPIPING, THROUGH FIRE RATED WALL, FLOOR AND CEILING ASSEMBLIES SHALL BE TIGHTLY ANDSOLIDLY SEALED WITH FIRESTOPPING COMPLYING WITH THE PROJECT MANUAL. WHERE ITEMPENETRATES AN AREA SEPARATION WALL, THE SECTION PASSING THROUGH THE WALL SURFACEAND THE FIXTURE CONNECTIONS THERETO SHALL BE ONLY OF METAL.

4. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A-10ABC WITHINA 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR.

5. PROVIDE AN APPROPRIATE NUMBER OF PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOTLESS THAN 4A-60BC FOR PROTECTION DURING CONSTRUCTION.

6. THE CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY PEDESTRIAN PROTECTION ASREQUIRED BY LOCAL CODE AND SPECIFICATION.

7. DO NOT BLOCK EXITS AT ANY TIME.

FIRE & LIFE SAFETY NOTES

FINISH NOTES

1. ALL CEILING HEIGHT DIMENSIONS MEASURED TO FINISH SURFACES UNLESS NOTEDOTHERWISE.

2. EXTEND BASE MATERIAL BEHIND ALL MOVABLE EQUIPMENT AND INTO ALL ALCOVES,KNEESPACES AND SIMILAR AREAS, UNLESS NOTED OTHERWISE.

3. PROVIDE BACKING PLATES OR BLOCKING BEHIND ALL WALL MOUNTED EQUIPMENT,CASEWORK, AND ACCESSORIES AS REQUIRED FOR POSITIVE ATTACHMENT TOSTRUCTURE.

4. SEAL ALL PENETRATIONS OF SOUND RATED PARTITIONS, FLOORS OR CEILINGASSEMBLIES , INCLUDING ELECTRICAL DEVICES, CABINETS AND OTHER ELEMENTS WITHAPPROVED RESILIENT SEALANT.

PCC GENERAL CONSTRUCTION NOTES

11. ANY FIRE ALARM DEVICES REMOVED DURING DEMOLITION WILL BE GIVEN TO PCC EH&SOR PCC DISTRICT FACILITIES PLANNING REPRESENTATIVE.

12. CONTRACTORS ARE EXPECTED TO BE KNOWLEDGEABLE OF ALL OSHA REGULATIONSAND BE CAPABLE OF PROVIDING DOCUMENTATION OF WRITTEN PROGRAMS AND EMPLOYEETRAINING WHEN REQUESTED.

13. WHEN WORKING AT PIMA COMMUNITY COLLEGE, CONTRACTORS ARE REQUIRED TOFOLLOW ALL PCC SAFETY RULES WHICH INCLUDE WEARING PROPER PPE SUCH AS HEARINGPROTECTION, SAFETY GLASSES, HARD HATS, ETC.

14. ALL ACCIDENTS MUST BE REPORTED TO PCC ENVIRONMENTAL HEALTH AND SAFETY(EH&S) AS SOON AS POSSIBLE OR NO LATER THAN 48 HOURS AFTER THE INCIDENT.

15. PCC ENVIRONMENTAL HEALTH AND SAFETY WILL BE NOTIFIED OF ALL HOT WORK. THIS ISWORK THAT INVOLVES CUTTING, WELDING, GRINDING, OPEN FLAME, OR PRODUCES SLAG,SPARKS OR EXCESSIVE HEAT. THE EH&S DEPARTMENT ONLY AUTHORIZES HOT WORK INACCORDANCE WITH THE PCC HOT WORK MANAGEMENT PROGRAM.

16. CONTRACTORS ARE EXPECTED NOT TO ACTIVATE THE COLLEGE'S FIRE ALARM SYSTEMDUE TO DUST GENERATING ACTIVITIES SUCH AS DRYWALL SANDING, USING VACUUMSWITHOUT FILTERS, SWEEPING, ETC. IF FIRE ALARM DEVICES SUCH AS SMOKE DETECTORSNEED TO BE TEMPORARILY DISABLED OR COVERED, EH&S SHOULD BE NOTIFIED.

17. PENETRATIONS MADE TO FLOORING, WALLS, AND CEILINGS (EXISTING OR NEWCONSTRUCTION) REQUIRES DRAFT STOPPING. ALL FIRE WALLS, BARRIERS, AND FIREPARTITIONS MUST BE FIRE CAULKED PER CODE AND PER THE MANUFACTURER'SSPECIFICATIONS.

18. ALL SALVAGED MATERIAL, I.E. SCRAP METAL, IS TO REMAIN ON PCC PREMISES FOR THECOLLEGE RECYCLING PROGRAM UNLESS OTHERWISE DIRECTED BY THE COLLEGEREPRESENTATIVE FOR THIS PROJECT OR THE PCC EH&S DEPARTMENT.

19. PCC ENVIRONMENTAL HEALTH AND SAFETY SHALL BE NOTIFIED IMMEDIATELY OF ANYREGULATORY INSPECTIONS OR SITE VISITS TO THE CONSTRUCTION SITE SUCH AS OSHA,ADOSH, ETC.

1. PIMA COUNTY COMMUNITY COLLEGE DISTRICT FACILITIES PLANNINGREPRESENTATIVE (COLLEGE REPRESENTATIVE) IS THE CONTRACTOR'S OFFICIALCONTACT PERSON WITH THE COLLEGE. NO OTHER EMPLOYEE OF THE COLLEGEIS AUTHORIZED TO ISSUE INSTRUCTIONS TO THE CONTRACTOR REGARDING THEWORK OR CHANGES TO THE WORK WITHOUT PRIOR WRITTEN NOTICE TO THECONTRACTOR.

2. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING EXACT WORKING TIMESIN COORDINATION WITH THE COLLEGE REPRESENTATIVE AND CONFORMING TOTHE SCHEDULE. NON-CONFORMANCE WITH THE SCHEDULE MAY REQUIRE THECOLLEGE TO COMPLETE THE WORK AND BACK CHARGE THE CONTRACTOR.

3. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE AREAS WHERE THECONTRACTOR HAS ACCESS.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHINGREQUIRED BY THE WORK, UNLESS SPECIFICALLY NOTED OTHERWISE IN THECONSTRUCTION DOCUMENTS.

5. ALL BILLS/INVOICES MUST BE SUBMITTED TO THE COLLEGE REPRESENTATIVE.(BILLS SUBMITTED ELSEWHERE MAY BE DELAYED).

FACILITIES PLANNINGPIMA COUNTY COMMUNITY COLLEGE DISTRICT6680 SOUTH COUNTRY CLUB ROADTUCSON, AZ 85709-1810

6. AS-BUILT DRAWINGS ARE REQUIRED TO SHOW ANY DEVIATION IN MATERIALOR LOCATION FROM THE CONSTRUCTION DOCUMENTS. CONTRACTOR/VENDORSHALL MAINTAIN A CLEAN UNDAMAGED SET OF CONSTRUCTION DOCUMENTS ANDMARK THE SET TO SHOW ANY CHANGES IN THE PLANNED WORK.

7. ALL REQUIRED GOVERNMENTAL AGENCY PERMITS (EX. FIRE ALARM /SPRINKLERS, EPA, PIMA COUNTY, CITY OF TUCSON) FOR THIS PROJECT WILL BEOBTAINED BY PIMA COUNTY COMMUNITY COLLEGE (PCC). ALL FEES ASSOCIATEDWITH THESE PERMITS WILL BE PAID BY PCC.

8. AN ASBESTOS PLAN IS IN PLACE AT PCC; AREAS KNOWN TO CONTAINASBESTOS ARE CLEARLY MARKED WITH APPROVED SIGNAGE. ASBESTOS MAY BEPRESENT IN MASTICS, INSULATION, FLOOR AND ROOFING MATERIALS. IF YOUHAVE ANY QUESTIONS ABOUT THE PRESENCE OF ASBESTOS IN ANY OF THEMATERIALS THAT ARE BEING DISTURBED, PLEASE CONTACT PCC ENVIRONMENTALHEALTH AND SAFETY (EH&S). ALL REQUIRED ASBESTOS INSPECTIONS ANDABATEMENTS WILL BE CONDUCTED BY PCC.

9. FIRE ALARM/SPRINKLER TESTING AND SHUTDOWNS WILL BE CONDUCTEDONLY AFTER APPROVAL BY PCC ENVIRONMENTAL HEALTH AND SAFETY. 48-HOURNOTICE MUST BE PROVIDED PRIOR TO WORK. PLEASE CONTACT THE COLLEGEREPRESENTATIVE FOR THIS PROJECT OF PCC EH&S.

10. PRIOR TO THE START OF WORK, THE CONTRACTOR MUST PROVIDE ANINVENTORY (LIST) OF ALL CHEMICALS THAT WILL BE USED ON THIS PROJECT. ACOPY OF THIS LIST WILL BE PROVIDED TO THE COLLEGE REPRESENTATIVE ORPCC EH&S. THE PROJECT CONTRACTOR IS RESPONSIBLE FOR MAINTAININGMATERIAL SAFETY DATA SHEETS (MSDS) AT THE JOB SITE. COPIES MUST BEREADILY ACCESSIBLE AND AVAILABLE FOR REVIEW BY BOTH COLLEGEEMPLOYEES AND REGULATORY AUTHORITIES.

1

A B C D

2

CONSTRUCTION FENCE

CONSTRUCTION FENCE

CONSTRUCTION FENCE

CONSTRUCTION FENCE

SECURE ALL DOORS INTOEXISTING BUILDING FROMWORK AREA, AS NECESSARY.

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DRAWN BY PROJECT NO.

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DRAWING NO.

DRAWING TITLE

PROJECT

SEAL

San Diego � Los Angeles � Auburn � Visalia � Salinas � Phoenix � Tucson

www.ntd.com

2940 North Swan Road, Suite 214Tucson, Arizona 85712

520/784.0975

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4 OF 30

GENERAL NOTES

EAST ART STUDIOS

PIMA COMMUNITY COLLEGE

NO. DATE ISSUE1 6/30/2014 ADDENDUM 1

1/8" = 1'-0"1 SITE PLAN

1

3/4" = 1'-0"2 CONTRACTOR STAGING AREA

NOT TO SCALE

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LEGEND

GENERAL NOTES

1. CENTER SUSPENDED CEILING GRIDS EACH WAY WITHIN SPACE,UNLESS NOTED OTHERWISE

2. CENTER MECHANICAL AIR GRILLES BETWEEN LIGHTS / WALLS INGYPSUM BOARD CEILINGS AS SHOWN

3. CENTER LIGHT FIXTURES WITHIN SPACES UNLESS NOTEDOTHERWISE

4. CEILING HEIGHT IS 10'-0" A.F.F. UNLESS NOTED OTHERWISE

5. EXIT LIGHTS NOT SHOWN, SEE ELECTRICAL DRAWINGS

6. FOR ALL LOCATIONS OF N.I.C. LCD PROJECTORS, INSTALLOVERHEAD MOUNTED EQUIPMENT SUPPORT PER ELECTRICALDRAWINGS.

7. FOR TYPICAL CEILING NOTES AND DETAILS, SEE SHEET A9.6.1

8. REFER TO ELECTRICAL FOR RE-USED LIGHT FIXTURES.

9. REFER TO ELECTRICAL FOR ADDITIVE ALTERNATE 5: LED LIGHTFIXTURES.

EXPOSED METAL DECK, SEE STRUCT.

2'-0" x 4'-0" SUSPENDED ACOUSTICAL GRIDPANELS PER ROOM FINISH SCHEDULE

GYPSUM BOARD PER FINISH SCHEDULE

CEMENT PLASTER

HEIGHT OF CEILING / SOFFIT+ X'-X"

PLASTIC UNIT SKYLIGHT - SUSPENDED CEILING

SUPPLY AIR DIFFUSER

RETURN AIR DIFFUSER

EXHAUST AIR DIFFUSER

LIGHT FIXTURESSEE ELECTRICALDRAWINGS

PLASTIC UNIT SKYLIGHT - EXPOSED CEILING

1 1

A B C D

2 2

5A6.0.1

5A6.0.1

6A6.0.1

6A6.0.1

ART STUDIO507

DESIGNCLASSROOM

508

GALLERY506

MECHANICAL505

STORAGE537

ELECT / TELE504

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LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

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9' - 10" 9' - 10"

8' - 4"9' - 10"

8' - 0"

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9.1049.104 9.1049.104

9.639.63

9.639.63

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9.259.25

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8' - 4"

8' - 4"

1' - 3"

5' -

0"

5' -

0"

1' - 3"

7' - 0" 7' - 0"

8' - 0"8' - 0"

SERVER535

STORAGE536

3' - 0"

9' - 10"

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DRAWING NO.

DRAWING TITLE

PROJECT

SEAL

San Diego � Los Angeles � Auburn � Visalia � Salinas � Phoenix � Tucson

www.ntd.com

2940 North Swan Road, Suite 214Tucson, Arizona 85712

520/784.0975

6-1- 2014

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KEYNOTES

8 OF 30

REFLECTED CEILING PLAN

EAST ART STUDIOS


1/4" = 1'-0"1 REFLECTED CEILING PLAN

9.25 GYPSUM BOARD - 09 21 169.63 ACOUSTICAL CEILING SYSTEM - 09 51

009.66 ADDITIVE ALTERNATE 1:

PERFORATED LINEAR METAL CEILING- 09 54 23

9.104 GYPSUM BOARD SOFFIT - 09 21 1611.17 OVERHEAD MOUNTED AV EQUIPMENT

SUPPORT - 11 52 0011.104 FLAT SCREEN TELEVISION,

OWNER-FURNISHED. MOUNT TOSOFFIT. PROVIDE BLOCKING.

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NO. DATE ISSUE1 6/30/2014 ADDENDUM 1

1/4" = 1'-0"2 ADDITIVE ALTERNATE 1 _ METAL CEILING AT WEST OVERHANG

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THREE WAY SWITCH, 20 AMP

SINGLE POLE SWITCH, 20 A OR LOW VOLTAGETYPE. MAX. HEIGHT = 42" TO CENTERLINE OR ASNOTED ON DRAWINGS.

S

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DASHED LINE INDICATES CONDUIT ROUTED UNDERGROUND

RACEWAY TURNING UP

RACEWAY TURNING DOWN

RACEWAY - (C) CAPPED, (B) BUSHED

"W" 1,3,5

NEUT.HOT

F

F L J JF

FIRE ALARM GENERAL NOTES:

OS OCCUPANCY SENSOR

NOTE: ALL NEW FIRE ALARMDEVICES SHALL BECOMPATIBLE WITH EXISTINGFIRE ALARM CONTROLPANEL.

CP10

OCCUPANCY SENSOR LEGENDEXISTING OUTDOOR SERVICESWITCHBOARD 'ODS' 1000 AMP277/480V, 3Ø, 4W, NEMA 3R

PANEL'AS'

NEW

100/3

EXISTING MAIN SWITCHBOARD 'SES'4000 AMP 277/480V, 3Ø, 4W

310001200EXS

3200200EXS

(N) 30kVA480V-120/208V

XFMR

CP10n

J JF SD SD F

1. PROVIDE (N) CIRCUIT BREAKER IN (E) SPACE.MATCH (E) MANUFACTURER & AIC RATING.

1. (E) (4) PARALLEL SETS OF (4) #250 KCMIL, #3/0GRD., 3"C. EACH SET TO REMAIN.

2. (E) (4) #4/0 AWG, #2 AWG GRD., 2-1/2"C TOREMAIN.

3. (N) (3) #6 AWG, #10 AWG GRD., 3/4"C.

4. (N) (4) #2 AWG, #8 AWG GRD., 1-1/4"C.

-

-

1

#6 AWG PERNEC 250SD

CKT1

3

5

7

9

11

13

15

17

19

21

23

25

27

29

31

33

35

37

39

41

12

PANELNEMA

DESCRIPTIONRMS 507, 508TV RECEPTSRM 507, 508 PROJECTORS

RM 507 RECEPTS

RM 507 RECEPTS

RM 508 RECEPTS

RM 508 RECEPTS

ROOF RECEPTS

RM 513 RECEPTS

RM 513 RECEPTS

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

IT RECEPTS

IT RECEPTS

CONTINUOUS LOADLARGEST MOTORNON-CONTINUOUS LOAD25% OF CONTINUOUS25% OF LARGEST MOTORTOTAL KVATOTAL AMPERESNOTE:

AS1

WIRE SIZE APPLIES TO PHASE, NEUTRAL AND GROUNDING CONDUCTORS UNLESS OTHERWISE NOTED.

BKR20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

120100

MAIN

WIRE-GRD12

12

12

12

12

12

12

12

12

12

12

PANEL208AMP

X

COND.3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

VOLTS

BKRLUGS

A1.0

0.7

0.4

1.5

1.2

0.2

0.00.04.90.00.04.941

AS3

B

1.0

0.9

0.5

0.5

0.1

1.2

1.21.5

0.01.55.40.00.47.260

SCHEDULEPHASE

MOUNTING

C

0.7

0.7

0.5

1.5

0.2

0.2

1.21.50.01.55.00.00.46.857

4

COND.

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

WIRE

XWIRE-GRD

12

12

12

12

12

12

12

12

19.01.732(

AIC RATING

FLUSHSURFACE

BKR20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

15/1

15/1

15/2

15/2

KVA208

DESCRIPTIONSPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

RECIRC PUMP

WH-1

TU-1 & 2

CONDENSATE PUMP

EF-1

EF-2

FC-1

CU-1

=)

53

10,000

AMPS

CKT2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

42

2

2

CKT1

3

5

7

9

11

13

15

17

19

21

23

25

27

29

31

33

35

37

39

41

12

PANELNEMA

DESCRIPTIONEXS LOAD

EXS LOAD

EXS LOAD

EXS LOAD

SPARE

SPARE

EXS LOAD

SPACE

SPACE

SPACE

SPACE

SPACE

EXS LOAD

NOTE:

SSL

1

WIRE SIZE APPLIES TO PHASE, NEUTRAL AND GROUNDING CONDUCTORS UNLESS OTHERWISE NOTED.

BKR20/1

20/1

20/1

20/1

15/3

15/3

20/3

200/3

EXS277225

MAIN

WIRE-GRDEXS

EXS

EXS

EXS

EXS

PANEL480AMP

X

COND.EXS

EXS

EXS

EXS

EXS

REFER TO LOAD CALCULATIONS, THIS SHEET

VOLTS

BKRLUGS

A

SSL3

B

SCHEDULEPHASE

MOUNTING

C

4

COND.EXS

EXS

EXS

EXS

EXS

EXS

EXS

EXS

WIRE

XWIRE-GRD

EXS

EXS

EXS

EXS

EXS

EXS

EXS

EXS

AIC RATING

FLUSHSURFACE

BKR20/1

20/1

20/1

20/1

20/1

20/1

100/3

60/3

DESCRIPTIONEXS LOAD

EXS LOAD

EXS LOAD

EXS LOAD

EXS LOAD

EXS LOAD

EXS LOAD

SPACE

SPACE

EXS LOAD

EXS

CKT2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

42

*

MAXIMUM TRANSFORMER SIZE =30 KVA

1.732 * 208V * .050(Z)

10,000 AIC RATED PANELS ARE REQUIRED

30 KVA = 1,665A

LOAD CALCULATIONS (E) MAIN SWITCHBOARD 'SES' (4000A, 277/480V, 3 PHASE, 4 WIRE)

(E) SWITCHBOARD 'ODS' (1000A, 277/480V, 3 PHASE, 4 WIRE)

(E) PANEL 'SSL' (225A, 277/480V, 3 PHASE, 4 WIRE)

(E) LOAD PER AS-BUILT DWGS

LOAD ADDED(E) SWITCHBOARD 'ODS' TOTAL CODE LOAD

925.0

(E) LOAD PER AS-BUILT DWGS

LOAD ADDED(E) PANEL 'SSL'TOTAL CODE LOAD

233.2

EXISTING LOAD PER 30 DAY DEMAND READINGS AT 125% PER NEC

LOAD ADDEDPER PANEL SCHEDULETOTAL CODE LOAD

155.6

KVA/(1.732*480V)=

KVA/(1.732*480V)=

KVA/(1.732*480V)=

1113

281

187

AMPS

AMPS

AMPS

900.5

24.5925.0

208.7

24.5233.2

104.8131.0

24.5155.6

KVA

KVAKVA

KVA

KVAKVA

KVAKVA

KVAKVA

225/3=

H


CHECKED BY c DATE

DRAWING NO.

DRAWING TITLE

PROJECT

SEAL

San Diego ● Los Angeles ● Auburn ● Visalia ● Salinas ● Phoenix ● Tucson

www.ntd.com

2940 North Swan Road, Suite 214

Tucson, Arizona 85712

520/784.0975

XX

Checker

2013-0203-99

6/1/2014

EAST ART STUDIOS


NO. DATE ISSUE

2051 W SUNSET RD.

SUITE NO. 101

TUCSON, ARIZONA 85704

TEL. (520) 293-1488

FAX. (520) 293-8349

M3ENG.COM

M3-PN140027.000

1 6-10-14 ADDENDUM #1

E001

N.T.S.

2

FIRE ALARM DIAGRAM

N.T.S.

1

PARTIAL SINGLE LINE DIAGRAM

29 OF 30

1

2

GALLERY

506

MECHANICAL

505

ELECT / TELE

504

ELEC

509

HALL

514

STORAGE

537

ART

507

FACULTY

SUPPORT

513

c

c

cb

b

ba

a

a

3b 3b a +72"

1

H

F F +72"3a

3a

(2) 28WT5 (TYP)

+42"

H

H

bc

a a a

b

b b

c c c

F

PROJECTOR

SSC-9

c

1

10

12

(1) 100WHPS (TYP)

AL-7

AL-9

AL-9 AL-9 AL-9

13AL-7

(1) 150WHPS (TYP)

1

17

17

13

CEILINGMOUNT

19 19

19 19

19

19

1

2

959 SF

DESIGN

CLASSROOM

508

769 SF

ART STUDIO

507

498 SF

IT

513

GALLERY

506

ELEC

509

HALL

514

STORAGE

537

MECHANICAL

505

SERVER

535

STORAGE

536

9' - 10" 9' - 10"

8' - 4"9' - 10"

8' - 0"

8' - 4"

8' - 4"

7' - 0"

7' - 0"

8' - 0"8' - 0"

9' - 10"

L2 L2

L2 L2 L2 L2

L2 L2

SCP10

S

a

a

b

b

c

c

d

d

3a,3b3c,3d

a b a

b b

b

a

aa

b a c

a a

a

aa

b

b b

b

d c d

DAYLIGHTZONE

DAYLIGHTZONE

DAYLIGHT ZONE R1(TYP)

R1(TYP)

e e e

e

ed

R2

R2

W1

L3(TYP)

CP10

a,b

b

a

24 24 24

24 24 24

242424

24 24 24

24 24 24

242424

24 24 24

242424

24

24 2424

24

242424

24

24

24

24

24

24

24

24 24

2424

24

AL-7

24

SSL-24

J

1516

16

AL-7

7

7

7

17

17

W1J

7

7

15NL

NL

NL

NL

NL

24

2424 24 24 24

24

S3c,3d

S3a,3b

20

20

20

20

CP10

CP10

CP10

CP10

SSDd,ea,b,c

D e

a,b

c,d

1

2

959 SF

DESIGN

CLASSROOM

508

769 SF

ART STUDIO

507

498 SF

IT

513

GALLERY

506

ELEC

509

HALL

514

STORAGE

537

MECHANICAL

505

SERVER

535

STORAGE

536

9' - 10" 9' - 10"

8' - 4"9' - 10"

8' - 0"

8' - 4"

8' - 4"

7' - 0"

7' - 0"

8' - 0"8' - 0"

9' - 10"

JJ

+42"+42"

FF

1-1/4" EC W/PULLSTRING

3/4" EC W/PULLSTRING

3

3

4

1

3/4" EC W/PULLSTRING

21-1/4" EC W/PULLSTRING

GFIGFI

GFI GFI

2

3

7

SD SD SD SD

SD SD

SD

SD

SD

SD

F

FCC

F

7

AS-111

AS-5

AS-3

5 5

5

5

77

AS-9

9 9

9

9

11 11

AS-15

AS-17

15 15 15

17 17

17

9AS-39,41

39

41

F

17

17

4

33

FC

-

1. (E) PANEL 'SSL' TO REMAIN.

2. (N) PANEL 'AS'.

3. (N) 30 KVA, 480V-120/208V, 3Ø, 4W TRANSFORMER.

-

nLIGHT'nPOD GFX'

PROVIDED W/POWERSUPPLY

277VnPS80

TO LINEVOLTAGE LIGHT

FIXTURE(S)

TO LINEVOLTAGE LIGHT

FIXTURE(S)

LINE VOLTAGECONDUCTORS

CAT-5 PLENUMRATED

nCP10

TOADDITIONAL'nLIGHT'ENABLEDDEVICES/LIGHTFIXTURES

CAT-5PLENUMRATED

nLIGHT POWER SUPPLY.ADDITIONAL POWERSUPPLIES MAY BEREQUIRED. COORDINATEWITH MANUFACTURER.

277V CAT-5 PLENUMRATED

277V

nLIGHT ENABLEDOCCUPANCY SENSOR

NOTES:1. COORDINATE WITH nLIGHT FOR EXACT

MATERIAL AND INSTALLATIONREQUIREMENTS PRIOR TOORDERING/INSTALLATION.

2. FOR NON-nLIGHT ENABLED FIXTURES,PROVIDE PROPER DEVICE INTERFACE.COORDINATE WITH MANUFACTURER FORREQUIREMENTS.NOTE: LIGHTING

CONTROLLER(S)PROVIDED UNDER ADDALTERNATE #5

A B C D

A B C D

A B C D

1

2

959 SF

DESIGN

CLASSROOM

508

769 SF

ART STUDIO

507

498 SF

IT

513

GALLERY

506

ELEC

509

HALL

514

STORAGE

537

MECHANICAL

505

SERVER

535

STORAGE

536

9' - 10" 9' - 10"

8' - 4"9' - 10"

8' - 0"

8' - 4"

8' - 4"

7' - 0"

7' - 0"

8' - 0"8' - 0"

9' - 10"

MMEF-1 EF-2

AH-1

TU-2

TU-1

CU-1

FC-1

8

SSL-26,28,30

AS-34AS-32

30A/2P(2) 15A FU

3R

AS-40,42

SM

AS-309

GFI

S

SAS-28

28

28

11

12

WH-1

AS-24,26

SM

AS-22

18

18

AS-13

13GFIWP

GFIWP 13

TO FUME HOODCONTROL SWITCH

TO FUME HOODCONTROL SWITCH

PROVIDED UNDERADD ALTERNATE #4

A B C DOUTDOOR LIGHTING CALCULATIONLIGHTING AREANET ACREAGE

NEW SHIELDED FIXTURESTYPE 'W1' FIXTURES

LIGHTING MODIFICATIONS ARE LESS THEN 25% OF TOTAL USES OR SITE LIGHTING.NOT MORE THAN 3 FULL CUT-OFF LUMINAIRES, RATED 2,000 LUMENS OR LESS, HAVE BEEN INSTALLED IN THIS PROJECT. THEREFORE, INSTALLATION COMPLIES WITH EXCEPTION102.4.2 OF THE 2012 CITY OF TUCSON OUTDOOR LIGHTING CODE.

FULL CUT OFF LIGHTING UNDER CANOPIES ARE DISREGARDED PER SECTION 401.2.1(3)

1959 LUMENS x 2 = 3,918

E3 OPTION 257.80

LUMENS

ACRES

959 SF

DESIGN

CLASSROOM

508

769 SF

ART STUDIO

507

IT

513

GALLERY

506

MECHANICAL

505

SERVER

535

9' - 10" 9' - 10"

7' - 0"

7' - 0"

8' - 0"8' - 0"

L1 L1

L1 L1 L1 L1

L1 L1

a b a

b b

b

a

aa

b a c

a a

a

aa

b

b b

b

d c d DAYLIGHTZONE

DAYLIGHT ZONE

CP10n

CP10n

CP10n

CP10n

6

R1(TYP)

R1(TYP)e e e

e

ed

L3(TYP)

24 2424

24 2424

242424

24 24 24

24 24 24

242424

24 24 24

242424

24 24

2424

24

24

24 24 24 24 24

5




A B C D

1


CHECKED BY c DATE

DRAWING NO.

DRAWING TITLE

PROJECT

SEAL

San Diego ● Los Angeles ● Auburn ● Visalia ● Salinas ● Phoenix ● Tucson

www.ntd.com

2940 North Swan Road, Suite 214

Tucson, Arizona 85712

520/784.0975

XX

Checker

2013-0203-99

6/1/2014

EAST ART STUDIOS


NO. DATE ISSUE

2051 W SUNSET RD.

SUITE NO. 101

TUCSON, ARIZONA 85704

TEL. (520) 293-1488

FAX. (520) 293-8349

M3ENG.COM

M3-PN140027.000

1 6-10-14 ADDENDUM #1

EP101

ELECTRICAL PLANS

1/8" = 1'-0"

1

ELECTRICAL DEMOLITION PLAN

1/8" = 1'-0"

2

NEW LIGHTING PLAN

1/8" = 1'-0"

3

NEW POWER & SPECIAL SYSTEMS PLAN

N.T.S.

4

LIGHTING CONTROLLER BLOCK DIAGRAM

30 OF 30

1/8" = 1'-0"

5

NEW HVAC POWER PLAN PLAN

6

1/8" = 1'-0"

ROOMS 507 & 508 LIGHTING PLAN - ADD ALTERNATE #5