572 SF

STORAGE101

973 SF

COURTSIDE CLUB100

EXISTING MECHANICAL

EXISTING OFFICEEXISTING DOCK DOOR

86'

65 2

EGRESS PATH

43'

EGR

ESS

PATH

EXISTINGOFFICE DN

EXIT

EXIT

AREA OF WORK

EXISTING RESTROOM

AUX GYM

DATE ISSUED

DRAWING TITLE

PROJECT NO.

OWNER:

MSA Architects316 W. FOURTH STREETCINCINNATI, OH 45202 (T): 513 241-5666 www.msaarch.com

ARCHITECT:

THIS DRAWING AND THE DESIGN CONCEPTSREPRESENTED, AS INSTRUMENTS OFSERVICE, ARE THE SOLE PROPERTY OFMICHAEL SCHUSTER ASSOCIATES INC., ANDMAY NOT BE USED, REPRODUCED, OR COPIEDIN WHOLE OR PART, FOR ANY PURPOSEWITHOUT PRIOR WRITTEN AUTHORIZATION OFMICHAEL SCHUSTER ASSOCIATES INC.Copyright Michael Schuster Associates, Inc. dbaMSA Architects All Rights ReservedMSA Sport is a division of MSA Architects

DATE REVISIONNO.

9/17

/201

5 3:

58:0

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G0.0a

COVER SHEET

00000.00

Xavier UniversityCintas Center - Courtside Club1624 Herald Avenue Cincinnati, OH 45207

3800 VICTORY PARKWAYCINCINNATI, OH 45207 (T): 513-745-3000

XAVIER UNIVERSITY

STRUCTURAL ENGINEER:

SCHAEFER10411 MEDALLION DRCINCINNATI, OH 45241 (T): 513-542-3300

ISSUED FOR CONSTRUCTION - 08/05/2015

Xav

ier

Uni

vers

ity

MEP ENGINEER

MOTZ316 W. FOURTH STREETCINCINNATI, OH 45202(T):513-621-5400

1" = 10'-0"G0.0a1 COURTSIDE CLUB LIFE SAFETY PLAN

1" = 40'-0"G0.0a2 CINTAS CENTER KEY PLAN

SHEET NO. SHEET NAME

GENERALG0.0a COVER SHEET

ARCHITECTUREA1.0a COURTSIDE CLUB DESIGN

SHEET INDEXCODE NOTES

PROJECT SCOPE:THIS PROJECT IS THE CONSTRUCTION OF A GATHERING SPACEWITHIN THE EXISTING DOCK AREA OF THE CINTAS CENTER. THECOURTSIDE CLUB WILL BE EXCLUSIVE TO CURRENT SEASONTICKET HOLDERS AND THUS THE OVERALL OCCUPANT LOAD OFTHE BUILDING WILL NOT CHANGE. THE PROJECT WILL ALSOINCLUDE A STORAGE ROOM TO SERVE THE DOCK AREA.

APPLICABLE BUILDING CODE:OHIO BUILDING CODE, 2011

USE CLASSIFICATION (BUILDING) - NO CHANGE:A-4 ASSEMBLY (ARENA)S-2 LOW HAZARD STORAGE

CONSTRUCTION CLASSIFICATION:ACTUAL CONSTRUCTION TYPE: TYPE 1B

HEIGHT AND AREA LIMITATIONS:ALLOWABLE HEIGHT: UNLIMITED (NO CHANGE)ACTUAL HEIGHT: INTERIOR RENOVATION

ALLOWABLE AREA: UNLIMITED (NO CHANGE)ACTUAL AREA: 1,505 SF

FIRE RESISTANT ASSEMBLIES:FLOOR BEAMS:FLOOR DECKS:ROOF BEAMS:ROOF DECK:*ROOF BEAMS:*ROOF DECKSTEEL COLUMNS:

* INDICATES OVER 15' IN HEIGHT

BULIDING IS FULLY SPRINKLERED WITH THE EXCEPTION OF THE ARENA ROOF OVERTHE SEATING BOWL WHERE FIRE SPRINKLERS ARE NOT REQUIRED.

U.L. DESIGN RATING2 HR (NO CHANGE)2 HR (NO CHANGE)2 HR (NO CHANGE)2 HR (NO CHANGE)1 HR (NO CHANGE)1 HR (NO CHANGE)

2 & 3 HR (NO CHANGE)

MEANS OF EGRESS:ALLOWED TRAVEL DISTANCE TO AN EXIT:ACTUAL TRAVEL DISTANCE TO AN EXIT:ALLOWED COMMON PATH OF EGRESS TRAVEL:ACTUAL COMMON PATH OF EGRESS TRAVEL:ALLOWED DISTANCE FOR DEAD ENDS IN CORRIDOR:ACTUAL DISTANCE FOR DEAD ENDS IN CORRIDOR:REQUIRED NUMBER OF EXITS:ACTUAL NUMBER OF EXITS:REMOTENESS OF EXITS:

250 FT FOR ALL SPACES112 FT OR LESS FOR ALL SPACES75 FT FOR ALL SPACES75 FT OR LESS FOR ALL SPACES20 FT20 FT OR LESS2 (PER 1021.1)31/3 THE DIAGONAL RULE

VICINITY PLAN

PROJECT LOCATION:CINTAS CENTERXAVIER UNIVERSITY1624 HERALD AVENUECINCINNATI, OH 45207

GENERAL NOTESGENERAL NOTES

THE CONTRACTOR IS RESPONSIBLE FOR ALL SECURITY OF HIS MATERIALS, EQUIPMENT ANDTOOLS.CONTRACTOR IS TO PROTECT ALL FINISHED SURFACES FROM DIRT AND DAMAGE UNTILFINAL ACCEPTANCE BY OWNER. MATERIALS DAMAGED DURING CONSTRUCTION ARE TO BEREPAIRED/REPLACED AT CONTRACTOR'S COST TO THE SATISFACTION OF THE OWNER.CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND SHALL PROTECT ANDSUPPORT THEM AS REQUIRED.CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, NECESSARY TOOLS, EXPENDABLEEQUIPMENT, UTILITY AND TRANSPORTATION SERVICES, DELIVERY MATERIAL HANDLING,STORAGE, TESTING, INSPECTIONS AND SUPERVISION.CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. CONTRACTOR SHALL ALSOCOORDINATE WITH WORK BY THE TENANT/OWNER AND OTHER CONTRACTS BYTENANT/OWNER (E.G., IF APPLICABLE, SECURITY SYSTEM, DATA SYSTEM, TELEPHONESYSTEM.)THE TENANT/OWNER SHALL SECURE AND PAY FOR THE ZONING PERMIT, GENERAL BUILDINGPERMIT, THE MECHANICAL (HVAC ONLY) PERMIT AND ASSOCIATED PLANS EXAMINATIONS.THE CONTRACTOR SHALL SECURE AND PAY FOR ALL OTHER APPLICABLE PERMITS, FEES,LICENSES, INSPECTIONS, CERTIFICATIONS AND TAXES AS MAY BE REQUIRED BYAUTHORITIES HAVING JURISDICTION. IN ADDITION TO THESE REQUIREMENTS, THETENANT/OWNER SHALL EMPLOY AN INDEPENDENT CONSULTANT FOR TESTING OF SOILBEARING, PROPERTIES OF CAST CONCRETE, AND STEEL WELDING/CONNECTIONS.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OTHER TESTING, FEES, ANDCERTIFICATIONS, INCLUDING RECORD DRAWINGS, SURVEYS, OR PLATS AS MAY BEREQUIRED BY AUTHORITIES HAVING JURISDICTION.

FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED IN ALL LOCATIONS REQUIRED BYOBC SECTION 712. MAINTAIN ALL FIRE RATINGS IN NEW AND EXISTING CONSTRUCTION.COMPLETED WORK SHALL BE STRUCTURALLY SOUND, FULLY OPERATIONAL, INSTALLEDPLUMB, LEVEL AND SQUARE, SHALL BE FINISHED, CLEANED, POLISHED AND READY FOROCCUPANCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY AND ALLDAMAGE CAUSED BY CONSTRUCTION ACTIVITIES.CONTRACTOR IS TO COORDINATE WITH THE TENANT/OWNER FOR SECURITY CLEARANCESAND HOURS OF OPERATION. COORDINATE WORK AFTER HOURS (EVENINGS AND WEEKENDS)WITH THE OWNER TO PREVENT SETTING OFF FIRE ALARMS. COORDINATE SCHEDULING OFALL WORK WITH THE TENANT/OWNER.CONTRACTOR AND ALL ASSOCIATED PERSONNEL SHALL NOT ENGAGE IN DISRUPTIVECONSTRUCTION ACTIVITIES DURING TENANT’S/OWNERS/OTHER BUILDING TENANTS’ NORMALBUSINESS HOURS. WORK TO BE PERFORMED IN AREAS AFFECTING THE OTHER BUILDINGTENANTS SHALL BE COORDINATED WITH THE OWNER AND THE OTHER BUILDING TENANTS.CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP FOLLOWING WORK PERFORMEDIN OCCUPIED AREAS.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING CONSTRUCTION ANDFOR DAILY CLEAN UP FOLLOWING WORK PERFORMED IN OCCUPIED AREAS. PERFORM FINALCLEANING AT THE END OF EACH PHASE OF WORK. REMOVE ALL TRASH AND DEBRIS FROMTHE SITE. WASH ALL TILE, LAMINATE AND GLASS SURFACES, PLUMBING FIXTURES, ETC.DUST AND SWEEP TO REMOVE ALL DIRT. REMOVE ALL TEMPORARY LABELS. PROJECT IS TOBE COMPLETED, CLEAN AND IN MOVE IN CONDITION. REMOVE ALL UNUSED MATERIALS,TRASH DEBRIS, TOOLS AND EQUIPMENT FROM THE SITE.CONTRACTORS SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO ALL TENANT ANDBUILDING SPACES CAUSED BY THEIR ACTIONS OR NEGLECT.STREETS, DRIVEWAYS, UNDERGROUND SERVICES, ETC. DAMAGE IN ANY WAY ATTRIBUTABLETO CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINALCONDITIONS.CONTRACTOR SHALL COORDINATE THE USE OF BUILDING LOADING AREAS, DELIVERY TIMESAND LOCATIONS, WORK ON UTILITIES AND ANY OTHER WORK WHICH MAY DISRUPT THENORMAL FLOW AND OPERATION OF THE BUILDING OR CONCURRENT CONSTRUCTIONACTIVITIES WITH THE OWNER.DIMENSION NOTES:A. ALL EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION AND/OR FACE OF EXTERIORSHEATHING.B. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE.CONTRACTOR SHALL SUBMIT MSDS SHEETS FOR ALL MATERIALS USED IN CONSTRUCTIONTO THE TENANT AND THE OWNER AND SHALL KEEP COPIES OF ALL MSDS SHEETS ON SITE ATALL TIMES.SMOKING IS PROHIBITED IN THE CONSTRUCTION AREA FOR SAFETY PURPOSES.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND MAINTAIN ALL NECESSARYTEMPORARY BARRICADES, SHORING AND LIGHTING. CONTRACTOR IS TO ERECT DUSTBARRICADES TO PROTECT OCCUPIED AREAS OF THE BUILDING DURING DEMOLITION ANDCONSTRUCTION. COORDINATE WITH OWNER FOR APPROVAL OF BARRIER LOCATIONS PRIORTO ERECTION OF BARRIERS. THE CONTRACTOR SHALL PROVIDE AND INSTALL BARRICADESAND TEMPORARY SIGNAGE, AS REQUIRED TO DIRECT OCCUPANT FLOW AS REQUIRED ANDTO ESTABLISH ROUTES OF EGRESS FOR EMPLOYEES. CONTRACTOR SHALL EMPLOY OTHERMEANS AS SITE CONDITIONS MAY REQUIRE. TEMPORARY DUST BARRIERS, UNLESSEQUIVALENT BARRIERS CAN BE PROVIDED, SHALL BE SEALED, FULLY TAPED, DOUBLELAYERS OF 4 MIL MINIMUM PLASTIC SHEET WITH STAGGERED JOINTS ON TEMPORARYFRAMING.

ALL EARTHWORK, EXCAVATION, BACKFILLING AND EROSION CONTROL OPERATIONS SHALLBE PERFORMED IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THEGEOTECHNICAL REPORT FOR THIS PROJECT.BUILDING ENVELOPE THERMAL PERFORMANCE AND ALL MECHANICAL, ELECTRICAL ANDPLUMBING DESIGN SHALL COMPLY WITH ASHRAE 90.1-04.

DEMOLITIONUNLESS NOTED OTHERWISE, REMOVE ALL EXISTING TENANT AND OWNER IMPROVEMENTSAS REQUIRED TO CLEAR SPACE FOR NEW IMPROVEMENTS AS SHOWN ON THE DRAWINGSAND AS DESCRIBED BELOW:DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, ALL FLOOR COVERINGS, BASE,RESIDUAL ADHESIVE, STAPLES AND NAILS IN FLOOR, WALL COVERINGS, HARDWARE, DOORS,FRAMES, CASEWORK, ABANDONED SUPPORTS, FASTENERS, TRIM, INTERIOR PARTITIONS,ACOUSTIC CEILING PANELS, T-BAR CEILING GRIDS, FLOOR DEVICES AND ANY OTHER ITEMSAS NOTED ON DRAWINGS. REMOVE ALL PLUMBING, HVAC AND ELECTRICAL COMPONENTSTHAT ARE ASSOCIATED WITH DEMOLISHED WALLS, CEILINGS AND AS NOTED. ALL CEILINGSARE TO BE REMOVED TO THE DECK UNLESS OTHERWISE SPECIFIED. ALL ITEMS NOT SHOWNOR NOTED TO BE REMOVED ARE TO REMAIN UNLESS IN DIRECT CONFLICT WITH NEW WORK.REMOVE ALL DEMOLITION DEBRIS FROM SITE AND DISPOSE OF LEGALLY.PLUMBING DEMOLITION: REMOVE ALL PIPING ASSOCIATED WITH FIXTURES/DEVICES THATARE TO BE REMOVED. REMOVE BACK TO NEAREST JUNCTION AND CAP. ALL TERMINATIONSSHALL BE CONCEALED BEHIND WALLS OR CEILINGS. REMOVE ALL OLD PLUGGED OR CAPPEDPIPES BACK BEHIND FINISHED WALL SURFACE. WHERE PIPING BRANCHES ARE COMPLETELYELIMINATED, REMOVE BACK TO MAIN DISTRIBUTION.ELECTRICAL DEMOLITION: REMOVE CONDUIT AND WIRE ASSOCIATED WITH DEMOLISHEDELECTRICAL DEVICES BACK TO NEXT ACTIVE DEVICE OR PANELBOARD IF THE CIRCUIT ISCOMPLETELY UNLOADED. WIRING SHALL REMAIN WHERE CIRCUITS ARE REQUIRED TOSERVE NEW LOADS OR ELECTRICAL ITEMS THAT ARE REPLACED.THE TENANT/OWNER MAY REQUEST SOME ITEMS TO BE SALVAGED AND STOCK PILED.COORDINATE WITH TENANT’S/OWNER'S REPRESENTATIVE.PROVIDE SUFFICIENT BRACING AS REQUIRED TO PROTECT EXISTING SPACES AND FINISHES.REBUILD EXISTING STRUCTURES THAT ARE TO REMAIN IF THEY WOULD OTHERWISE BECOMEUNSTABLE DURING DEMOLITION.PATCH PENETRATIONS IN FLOOR AND WALLS RESULTING FROM DEMOLITION. RESTOREDAMAGE TO FIRE RATED SYSTEMS INCLUDING FIREPROOFING. RE-LAMINATE ALL WALLS ASREQUIRED. REMOVE COMBUSTIBLE MATERIALS FROM CEILING PLENUM OR ENCASE ASACCEPTED BY BUILDING INSPECTOR. COVER "GLUE SPOTS" WITH FIRE-RETARDANT PAINT.ANY WINDOW GLASS BROKEN DURING DEMOLITION IS THE RESPONSIBILITY OF THECONTRACTOR AND MUST BE REPLACED BEFORE THE JOB IS COMPLETED.

CUTTING AND PATCHINGALL CUTTING AND PATCHING FOR HVAC, PLUMBING, AND ELECTRICAL ARE TO BEPERFORMED BY OR COORDINATED WITH THE GENERAL CONTRACTOR, WHO SHALL BERESPONSIBLE FOR PROVIDING AN ACCEPTABLE FINAL FINISH AND APPEARANCE OFAFFECTED AREAS.

GENERAL NOTESCODE INFORMATIONCONTRACTOR SHALL COMPLY WITH ALL CODES, LAWS, ORDINACES RULES AND INDUSTRYREGULATIONS BEARING ON THE INSTALLATION OF THE WORK SHOWN HEREIN. ALL WORK ISTO BE INSTALLED TO MEET CURRENT CODE REQUIREMENTS. CONTRACTOR IS RESPONSIBLEFOR VERIFYING REQUIREMENTS PRIOR TO INSTALLING WORK. MAINTAIN ACCESS TO ALLREQUIRED EXITS FROM ALL AREAS.

DEFINITION OF TERMS"FURNISH" MEANS "PROCURE AND DELIVER TO PROJECT SITE"."PROVIDE" MEANS "FURNISH, INSTALL AND MAKE READY FOR USE"."AS SELECTED" OR "AS DIRECTED" IMPLIES "BY OWNER OR ARCHITECT"."TENANT" MEANS THE BUILDING OWNER."OWNER" MEANS THE BUILDING OWNER OR LANDLORD.

GENERALTHE FOLLOWING OUTLINES THE GENERAL QUALITIES OF THE WORK EXPECTED. ALLMATERIALS USED ARE REQUIRED TO BE GOOD QUALITY AND MEET OR EXCEED ALLAPPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIC PRODUCTS OR MANUFACTURERSARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY ARCHITECT TO OBTAIN ASTANDARD OF QUALITY.ALL WORK IS TO BE DONE WITH THE APPROPRIATE TOOLS AND MATERIALS. THE ARCHITECTHAS THE RIGHT TO REJECT ANY WORK NOT DONE APPROPRIATELY. ALL CUTTING, PATCHING,REFINISHING AND REPAINTING OF ALL WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.THE CONTRACTOR IS RESPONSIBLE FOR ALL SECURITY OF HIS MATERIALS, EQUIPMENT ANDTOOLS.ALL MATERIALS, PRODUCTS AND SYSTEMS SHALL BE FABRICATED AND INSTALLED IN STRICTACCORDANCE WITH THE MANUFACTURER'S/FABRICATOR'S INSTRUCTIONS,RECOMMENDATIONS AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO THE USE OFATTACHMENTS, ACCESSORIES, PRIMERS, SEALERS, CONTROL JOINTS, ETC., UNLESSOTHERWISE SPECIFICALLY NOTED IN THESE DRAWINGS. CONTRACTOR (OR THE INSTALLER,FABRICATOR, MANUFACTURER OR SUPPLIER OF SUCH ITEM) SHALL IMMEDIATELY NOTIFYTHE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PRODUCT INSTALLATIONREQUIREMENTS AND THE DRAWINGS. PERFORMING WORK MEANS ACCEPTANCE OFEXISTING CONDITIONS AND SUBSTRATE WORK. DO NO WORK UNTIL CONDITIONS AREACCEPTABLE. SHOULD DISCREPANCIES EXIST BETWEEN THE INFORMATION SHOWN INTHESE DRAWINGS/NOTES AND THE MANUFACTURER’S INFORMATION, THE ARCHITECT SHALLBE NOTIFIED PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION FOR REVIEW ANDCOORDINATION.

THE CONTRACTOR MAY ELECT TO OFFER OPINIONS, ADVICE OR ALTERNATE MATERIALS ORDETAILS. ALL WILL BE REVIEWED AND DISCUSSED WITH THE CONTRACTOR TO DETERMINEMERITS. ANY SAVINGS OF MATERIALS OR DETAILS WILL BE CREDITED TO THETENANT/OWNER, WHILE ANY ADDITIONS SHALL BE BILLED TO THE TENANT/OWNER. ACHANGE ORDER FORM MUST BE COMPLETED IN ORDER TO ALTER CONSTRUCTION BID.SUBSTITUTIONS OF SPECIFIED MATERIALS ARE TO BE APPROVED IN WRITING PRIOR TOEXECUTING WORK. SUBSTITUTIONS INSTALLED PRIOR TO RECEIVING APPROVAL AREPERFORMED AT THE CONTRACTOR'S RISK.CONTRACTOR IS TO PROTECT ALL FINISHED SURFACES FROM DIRT AND DAMAGE UNTILFINAL ACCEPTANCE BY TENANT/OWNER. MATERIALS DAMAGED DURING CONSTRUCTION ARETO BE REPAIRED/REPLACED AT CONTRACTOR'S COST TO THE SATISFACTION OF THETENANT/OWNER.REQUIRED FORMS (USE CURRENT EDITION):1. CONTRACT: AIA, A101, "STANDARD FORM OF AGREEMENT BETWEEN OWNER ANDCONTRACTOR".2. GENERAL CONDITIONS: AIA A201, "GENERAL CONDITONS OF THE CONTRACTOR FORCONSTRUCTION".3. CHANGE ORDER: AIA G701, "CHANGE ORDER".UPON ACCEPTANCE OF THE CONTRACT, THE CONTRACTOR IS TO PREPARE A DETAILEDSCHEDULE FOR THE PROPOSED WORK, INCLUDING ALL PHASING, WORK AFTER HOURS, ANDMOVE/OCCUPANCY DATES. THIS SCHEDULE MUST BE REVIEWED AND ACCEPTED BY THETENANT/OWNER AND ARCHITECT. ALL LONG ORDER ITEMS MUST BE CALLED TO OWNER’SATTENTION AS SOON AS POSSIBLE.TENANT/OWNER WILL PREPARE AND FILE NOTICE OF COMMENCEMENT. APPLICATIONS FORPAYMENT ARE TO BE SUBMITTED TO ARCHITECT IN FIRST WEEK OF MONTH FOLLOWINGPERIOD FOR WHICH WORK WAS PERFORMED. RETAINAGE WILL BE 10% FOR THE ENTIREPROJECT AND WILL BE REDUCED APPROPRIATELY AT SUBSTANTIAL COMPLETION..ARCHITECT WILL FORWARD CERTIFICATE FOR PAYMENT TO TENANT/OWNER FOR PAYMENT.USE STANDARD AIA FORMS G702 AND G703. SUBMIT SCHEDULE OF VALUES WITH FIRSTAPPLICATION FOR PAYMENT.PRIOR TO ISSUANCE OF THE CERTIFICATE FOR FINAL PAYMENT, THE CONTRACTOR SHALLSUBMIT COPIES OF CERTIFICATES OF INSPECTION FOR ALL WORK ISSUED BY PROPERAGENCIES AND DOCUMENTATION OF ALL FIELD CHANGES ON THE RECORD DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING LIABILITY INSURANCEAND WORKER'S COMPENSATION. CONTRACTOR SHALL PROVIDE PROOF OF INSURANCE FORA MINIMUM $1,000,000.00 "UMBRELLA" LIABILITY POLICY. CONTRACTOR'S LIABILITY POLICIESSHALL BE ENDORSED TO INCLUDE THE TENANT/OWNER, ARCHITECT AND ARCHITECT'SCONSULTANTS AS ADDITIONAL NAMED INSUREDS.ALL WORK SHALL BE WARRANTED FOR A MINIMUM PERIOD OF ONE YEAR, BEGINNING NOSOONER THAN THE CERTIFIED DATE OF SUBSTANTIAL COMPLETION. PROVIDE LONGERWARRANTIES WHERE SPECIFIED FOR INDIVIDUAL COMPONENTS OR WHERE PROVIDED BYMANUFACTURER’S STANDARD WARRANTY. SUBMIT ALL WRITTEN WARRANTIES/GUARANTEESALONG WITH ALL OPERATING MANUALS, INSTRUCTIONS, ETC. FOR ALL EQUIPMENT,SYSTEMS, ETC. AT PROJECT COMPLETION AND PRIOR TO RELEASE OF FINAL PAYMENT.CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS THROUGHOUT THE COURSE OF THEWORK. NOTE ALL CHANGES AND SHOW ALL UNDERGROUND OR CONCEALED UTILITIES.SUBMIT RECORD DRAWINGS AT PROJECT COMPLETION.SUBMIT SHOP DRAWINGS, SAMPLES, PRODUCT DATA, ETC. IN A TIMELY MANNER SO AS NOTTO IMPEDE UPON THE CONSTRUCTION SCHEDULE. SUBMIT TWO ADDITIONAL SET OFSUBMITTALS FOR ARCHITECT'S AND TENANT’S/OWNER’S RECORDS IN ADDITION TOQUANTITIES AS REQUIRED BY THE CONTRACTOR. HERE PRODUCTS AND/OR SYSTEMS OFTHE MECHANICAL, ELECTRICAL OR PLUMBING ARE INVOLVED, SUBMIT ONE ADDITIONAL SETOF SUBMITTALS FOR ENGINEER'S RECORDS IN ADDITION TO QUANTITIES AS REQUIRED BYTHE ARCHITECT, TENANT/OWNER AND THE CONTRACTOR.SUBSTITUTIONS OF SPECIFIED MATERIALS ARE TO BE APPROVED IN WRITING PRIOR TOEXECUTING WORK. SUBSTITUTIONS INSTALLED PRIOR TO RECEIVING APPROVAL AREPERFORMED AT THE CONTRACTOR'S RISK.

CONSTRUCTION AND SAFETYCONTRACTOR AND/OR CONTRACTOR'S AGENT(S) SHALL VERIFY ALL DIMENSIONS ANDINFORMATION IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS.ANY ERRORS, INCONSISTENCIES OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECTPRIOR TO PROCEEDING WITH THE WORK. ANY CHANGES FROM THESE DOCUMENTS ARE THERESPONSIBILITY OF THE CONTRACTOR. THESE DRAWINGS ARE NOT TO BE SCALED.WHENEVER POSSIBLE, CONDITIONS WHICH ARE SUBJECT TO MODIFICATION OR CHANGE ARESHOWN AS EXISTING. CONTRACTORS SHALL INSPECT THE EXISTING CONDITIONS ANDPROVIDE MODIFICATIONS TO MEET GOVERNING CODES AND PERFORMANCESPECIFICATIONS, WHETHER OR NOT SPECIFICALLY INDICATED IN THE DRAWINGS. IFINSUFFICIENT INFORMATION EXISTS, CONTACT THE ARCHITECT / ENGINEER FORCLARIFICATION.

IF, IN THE CONTRACTOR'S OPINION, ANY WORK IS INDICATED ON THE DRAWINGS OR ISSPECIFIED IN SUCH A MANNER AS WILL MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASSWORK, OR IF THE WORK OF A PREVIOUS TRADE SHOULD MAKE FIRST CLASS WORKIMPOSSIBLE FOR ANOTHER TRADE, THE CONTRACTOR SHALL REFER THE PROBLEM TO THEARCHITECT FOR INTERPRETATION BEFORE PROCEEDING WITH THE WORK. ALL DIMENSIONSON THE DRAWINGS ARE TO BE CONFIRMED BY THE CONTRACTOR. ANY DISCREPANCIES ARETO BE RESOLVED BY ARCHITECT PRIOR TO EXECUTION OF WORK.THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY THECONTRACTOR.THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OFTHE JOB SITE INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURINGPERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS. WHEN ON SITE, THE ARCHITECT / ENGINEER SHALLBE RESPONSIBLE FOR HIS/HER OWN SAFETY BUT HAS NO RESPONSIBILITY FOR THE SAFETYOF OTHER PERSONNEL OR SAFETY CONDITIONS AT THE SITE.ALL CUTTING, PATCHING, REFINISHING AND REPAINTING OF ALL WORK IS THERESPONSIBILITY OF THE CONTRACTOR.

08/05/2015 FOR CONSTRUCTION

TOTAL OCCUPANTS

COURTYARD CLUB: (PER OBC TABLE 1004.1.1) 972 / 15 = 65

STORAGE ROOM: (PER OBC TABLE 1004.1.1) 533 / 300 = 2

MECHANICALM2.1 HVAC FLOOR PLAN

M5.1 HVAC DETAILSELECTRICAL

E2.1 ELECTRIC LIGHTING FLOOR PLAN

E3.1 ELECTRIC POWER FLOOR PLAN

E5.1 ELECTRIC DETAILS

E5.2 ELECTRIC DETAILS

3

A1.0a

48' - 0"

+/- 11'-0" 24' - 0" 6' - 0" 18' - 0"

572 SF

STORAGE101973 SF

COURTSIDE CLUB100

NEW DRINK RAIL

NEW DRINK RAIL

EXISTING CORRIDOR

CORRIDOR

EXISTING OFFICE EXISTING OFFICEEXISTING MECHANICAL EXISTING DOCK DOOR

EXISTING DOCKAREA

10' -

11

5/8"

1

1

1

14

LINE OF BULKHEAD ABOVE

2

2

3

EXISTING CORRIDOR

TV TO BE PROVIDED BY OWNER

26' -

0"

6' -

0"4'

- 0"

9' -

6"

36' -

0"

20' -

0"

12' -

0"

4' -

0"

EXISTING COLUMN TO REMAINEXISTING COLUMN TO REMAIN

ALIGN

ALIG

N

3

A1.0a

Sim

TV T

O B

E PR

OVI

DED

BY

OW

NER

4

A1.0a

EXISTING OFFICE EXISTING OFFICEEXISTING MECHANICAL EXISTING DOCK DOOR

-

---

2' x 2' SYSTEM - EGG CRATE PANEL12' - 0" A.F.F.

EXISTING BULKHEAD @ 9'-6" AFF

HATCH REPRESENTS EGGCRATE MATERIAL OF CEILING

EXISTING COLUMN TO REMAINEXISTING COLUMN TO REMAIN

EXISTING CEILINGGRID TO REMAIN

L1

L2

L1

L1

L2

L1

L2

L1

L1

L2

L1

L1

STAINLESS STEEL DRINKRAIL CLADDING ON TOP OFPLYWOOD SUPPORT

STAINLESS STEEL HSS2x2x0.25 SUPPORT,PAINTED BLACK

STEEL DRINK RAIL SUPPORT @EACH VERTICAL GUARDRAIL,PAINTED BLACK

WELD SUPPORT CONNECTION @STEEL DRINK RAIL SUPPORT

ATTACH RAIL TO DECKw/ (4) 1/8" BOLTS

EXISTINGCONCRETE SLAB

(2) 1/2" PLYWOOD SUPPORT1/2"

2 1/

2"

1-5/8" METAL SUPPORTS. REFERTO MANUFACTURER NOTES

SUSPENDED LINEAR LIGHT - SEERCP FOR SIZE AND LOCATION

3/8" PLASTIC EGG CRATECEILING, BLACK. REFER TOMANUFACTURER NOTES

STEEL WIRE HANGER ATTACHED TOEXISTING DECKING ABOVE, TYP.

CEILING @ 12'-0" AFF

TYPE 1 TYPE 2

16' U

NC

ON

NEC

TED

HEI

GH

T

16' U

NC

ON

NEC

TED

HEI

GH

T

1/2"

5/8" GYP. BOARD

7/8" FURRINGHAT CHANNEL

1/2" FURRINGWOOD SHIM

8" LIGHTWEIGHT CMUBLOCK WALL

8" LIGHTWEIGHTCMU BLOCK WALL

TYPE 3

5/8" GYP. BOARD

7/8" FURRINGHAT CHANNEL

1/2" FURRINGWOOD SHIM

8" LIGHTWEIGHTCMU BLOCK WALL

2" C

LEAR

9' -

4" U

NC

ON

NEC

TED

HEI

GH

T

EXISTING BULKHEADAND CEILING ASSEMBLY

TYPE 4

8" LIGHTWEIGHT CMUBLOCK WALL

EXISTING BULKHEAD ANDCEILING ASSEMBLY

8" BOND BEAM 8" BOND BEAM

VERTICALREINFORCEMENT

ADHESIVE DOWELINTO STRUCTURALSLAB ON GRADE

8" BOND BEAM

VERTICALREINFORCEMENT

ADHESIVE DOWELINTO STRUCTURALSLAB ON GRADE

VERTICALREINFORCEMENT

ADHESIVE DOWELINTO STRUCTURALSLAB ON GRADE

VERTICALREINFORCEMENT

ADHESIVE DOWELINTO STRUCTURALSLAB ON GRADE

8" BOND BEAM

9' -

4" U

NC

ON

NEC

TED

HEI

GH

T2"

CLE

AR

2 3/

4"

8' - 0" - TYP

L1

LIGHTING LEGEND

L2

ACCENT LIGHT TO BE DETERMINED

2 3/

4"

4' - 0" TYP

L3

DRAWING TITLE

PROJECT NO.

DATE ISSUED

DATE REVISIONNO.

THIS DRAWING AND THE DESIGN CONCEPTSREPRESENTED, AS INSTRUMENTS OFSERVICE, ARE THE SOLE PROPERTY OFMICHAEL SCHUSTER ASSOCIATES INC., ANDMAY NOT BE USED, REPRODUCED, OR COPIEDIN WHOLE OR PART, FOR ANY PURPOSEWITHOUT PRIOR WRITTEN AUTHORIZATION OFMICHAEL SCHUSTER ASSOCIATES INC.Copyright Michael Schuster Associates, Inc. dbaMSA Architects All Rights ReservedMSA Sport is a division of MSA Architects

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COURTSIDECLUB DESIGN

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1/4" = 1'-0"A1.0a1 COURTSIDE CLUB FLOOR PLAN

1/4" = 1'-0"A1.0a2 COURTSIDE CLUB RCP

1 1/2" = 1'-0"A1.0a3 DRINK RAIL 3/4" = 1'-0"A1.0a

4 CEILING CONNECTION DETAIL

3/4" = 1'-0"A1.0a6 WALL TYPES

08/05/2015 FOR CONSTRUCTION

DEMO NOTES

ALL EXISTING STORAGE UNITS, FRAMING AND METAL PANELS TO BE REMOVED WITHIN THEFOOTPRINT OF NEW WORK

FINISH SCHEDULE

Name NumberWall Finish

NorthWall Finish

EastWall Finish

SouthWall Finish

West Ceiling Finish

STORAGE 101 PT-1 PT-1 PT-1 PT-1 OPENCOURTSIDE CLUB 100 GRAPHIC GRAPHIC OPEN OPEN 2x2 EGG CRATE

CMU CONSTRUCTION NOTES

1.MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF"SPECIFICATIONS FOR MASONRY STRUCTURES” (ACI 530.1-08/ASCE 6-08/TMS 602-08)EXCEPT AS MODIFIED BY THE REQUIREMENTS OFTHESE CONTRACT DOCUMENTS.

2.CONCRETE MASONRY UNITS: ASTM C90 TYPE I (LIGHTWEIGHT), 1900 PSI UNIT STRENGTH.

3.VERTICAL REINFORCEMENT SHALL BE #5 @ 24”oc PLACED AT THE CENTER OF WALL.VERTICAL DOWELS SHALL MATCH VERTICAL REINFORCEMENT SIZE, SPACING, ANDLOCATION. PROVIDE 45-INCH LAP TO VERTICAL REINFORCEMENTAND 6-INCH EMBEDMENT INTO STRUCTURAL SLAB ON GRADE. HILTI HIT-RE 500-SD EPOXYSHALL BE USED.

4.PROVIDE CONTINUOUS BOND BEAMS AT THE TOP OF WALL AND AT WALL MID-HEIGHT (8’-0” ABOVE EXISTING FLOOR). REINFORCE WITH (2) #4 CONTINUOUS.

5.MORTAR: ASTM C270, TYPE S

6.GROUT: ASTM C476. SLUMP 8” TO 11”. MINIMUM COMPRESSIVE STRENGTH = 2000 PSI AT28 DAYS.

7.REINFORCING STEEL: ASTM A615, ASTM A706, OR ASTM A996, 60 KSI YIELD.

8.HORIZONTAL JOINT REINFORCING FOR SINGLE WYTHE CONCRETE MASONRY: ASTM A9519 GAGE LADDER TYPE. HOT DIPPED GALVANIZED PER ASTM A153 CLASS B. PLACEHORIZONTAL JOINT REINFORCING AT 16" CENTERS VERTICALLY FOR CONCRETEMASONRY. LAP HORIZONTAL JOINT REINFORCING 6” MINIMUM. HORIZONTAL JOINTREINFORCING SHALL BE DISCONTINUOUS ACROSS MOVEMENT JOINTS.

9.PROVIDE PREFABRICATED “L” AND ”T” SHAPED HORIZONTAL JOINT REINFORCING ATWALL INTERSECTIONS.

10.RUNNING BOND PATTERN SHALL BE USED FOR ALL MASONRY WORK UNLESSOTHERWISE NOTED.

11.PROVIDE MOVEMENT (CONTROL AND EXPANSION) JOINTS IN WALLS WHERE INDICATED.BOND BEAMS SHALL BE DISCONTINUOUS ACROSS MOVEMENT JOINTS UNLESS NOTEDOTHERWISE.

12.ALL REINFORCING STEEL SHALL BE SUPPORTED AND FASTENED TO APPROVEDPOSITIONERS LOCATED AT 192 BAR DIAMETERS MAXIMUM SPACING AND WITH A MINIMUMOF TWO POSITIONERS PER GROUT POUR (ONE NEAR THE BOTTOM AND ONE NEAR THETOP) TO PREVENT DISPLACEMENT DURING THE PLACEMENT OF GROUT.

2' x 2' SYSTEM - EGG CRATE PANEL

12' - 0" A.F.F.

DIM-LF-1A

EXIST 31

3

4

" X 13" DNTO

UNIT FCU-24

EXIST 18" X 14" DUCT

EXIST 12" X 8" DUCT

EXIST 16" X 8" DUCT

EXIST 12" X 8"

EXIST 8"Ø CD

252 CFM

EXIST EHC-3

EXIST 8"Ø CD

252 CFM

EXIST EHC-2

EXIST 18" X 12" DUCT

EXIST FLEX

100 CFM

EXIST 8" X 4" DUCT

S8L4-200

S8L4-200

S8L4-200

S8L4-175

S-12"Ø

FCU-26

S8L4-200

S-16"Ø

S-14"Ø

S-14"Ø

OA-14"Ø

48X14 EGG CRATE R.G.

R-777 CFM

OA-14" Ø DN.

M.D.

M.D.

S8L4-100

S8L4-175

S8L4-175

S8L4-175

DRAWING TITLE

PROJECT NO.

DATE ISSUED

DATE REVISIONNO.

THIS DRAWING AND THE DESIGN CONCEPTS

REPRESENTED, AS INSTRUMENTS OF

SERVICE, ARE THE SOLE PROPERTY OF

MICHAEL SCHUSTER ASSOCIATES INC., AND

MAY NOT BE USED, REPRODUCED, OR COPIED

IN WHOLE OR PART, FOR ANY PURPOSE

WITHOUT PRIOR WRITTEN AUTHORIZATION OF

MICHAEL SCHUSTER ASSOCIATES INC.

Copyright Michael Schuster Associates, Inc. dba

MSA Architects All Rights Reserved

MSA Sport is a division of MSA Architects

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Motz Engineering

300 West 4th Street, Suite 300

Cincinnati, OH 45202-2666

T: 513.621.5400

F: 513.621.5407

MEP Design Security Sustainable Design

Commissioning Design/Build

09/22/15 FOR PERMIT

P E-59973

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DATE:

M2.1

HVAC

FLOOR PLAN

S

EW

N

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

GENERAL NOTES

1. UNLESS OTHERWISE NOTED, ALL DUCTWORK SHOWN IS NEW. REMOVE

ALL EXISTING DUCTWORK NOT USED IN FINAL ARRANGEMENT.

2. MECHANICAL CONTRACTOR SHALL CAREFULLY COORDINATE DUCTWORK

AND OUTLET LOCATIONS WITH ALL OTHER TRADES BEFORE FABRICATING

ANY DUCTWORK. ALL DUCTWORK SHALL BE INSTALLED AS TIGHT TO THE

STRUCTURE AS POSSIBLE. ALL CONNECTIONS TO CEILING OUTLETS

SHALL BE SAME SIZE DUCTWORK AS OUTLET NECK SIZE. CONNECTIONS

TO CEILING OUTLETS SHALL BE MADE WITH FLEX. DUCTWORK (MIN.

LENGTH 9"; MAX. LENGTH 72"). IF AN ELBOW IS INSTALLED DIRECTLY AT A

CEILING OUTLET IT SHALL BE A SHEET METAL ELBOW. ALL CONDITIONS

SHALL BE FIELD VERIFIED BEFORE ORDERING EQUIPMENT OR

FABRICATING MATERIAL. REFER TO SPECIFICATIONS FOR COORDINATION.

3. INSTALL A MANUAL DAMPER IN ALL BRANCH DUCTS, INCLUDING

CONNECTIONS TO ALL CEILING OUTLETS. ALL ROUND CONNECTIONS TO

MAIN AND TRUNK DUCTS SHALL BE MADE WITH CONICAL FITTINGS.

4. FOR ADDITIONAL INFORMATION CONCERNING FAN COIL UNIT, SEE

SCHEDULE AND DETAILS.

5. ALL SQUARE THROATED ELBOWS SHALL HAVE AIRFOIL TURNING VANES

AND SHALL ONLY BE USED WHEN RADIUS ELBOWS WILL NOT FIT.

6. THE MECHANICAL CONTRACTOR SHALL VISIT THE JOB SITE AND CHECK

AND VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING. ANY

DISCREPANCIES DISCOVERED BETWEEN EXISTING CONDITIONS AT THE

SITE AND THOSE SHOWN ON THE DRAWING SHALL BE REPORTED

IMMEDIATELY TO THE ENGINEER, IN WRITING.

7. ALL ROUND DUCTWORK TO BE UNITED MCGILL OR EQUAL DOUBLE WALL

INSULATED SPIRAL DUCTWORK - 2" PRESSURE CLASS.

8. ALL SUPPLY DIFFUSERS TO BE TITUS OMNI OR EQUIVALENT.

VENTILATION AIR SCHEDULE

SCALE: NOT TO SCALE

DETAIL - OUTLET CONNECTION

TAP FROM BOTTOM OF DUCT TAP FROM SIDE OF DUCT

DETAIL - FAN COIL PIPING

NOT TO SCALE

FAN COIL UNIT SCHEDULE

LEGEND

DRAWING TITLE

PROJECT NO.

DATE ISSUED

DATE REVISIONNO.

THIS DRAWING AND THE DESIGN CONCEPTS

REPRESENTED, AS INSTRUMENTS OF

SERVICE, ARE THE SOLE PROPERTY OF

MICHAEL SCHUSTER ASSOCIATES INC., AND

MAY NOT BE USED, REPRODUCED, OR COPIED

IN WHOLE OR PART, FOR ANY PURPOSE

WITHOUT PRIOR WRITTEN AUTHORIZATION OF

MICHAEL SCHUSTER ASSOCIATES INC.

Copyright Michael Schuster Associates, Inc. dba

MSA Architects All Rights Reserved

MSA Sport is a division of MSA Architects

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lub

1624 H

erald A

venue C

incinnati, O

H 45207

Xav

ier

Uni

vers

ity

Motz Engineering

300 West 4th Street, Suite 300

Cincinnati, OH 45202-2666

T: 513.621.5400

F: 513.621.5407

MEP Design Security Sustainable Design

Commissioning Design/Build

09/22/15 FOR PERMIT

P E-59973

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DATE:

M5.1

HVAC

DETAILS

2' x 2' SYSTEM - EGG CRATE PANEL

12' - 0" A.F.F.

LF-1A

(LP-A-41b)

DIM-LF-1B

DIM-LF-1A

LF-1A

(LP-A-41b)

LF-1A

(LP-A-41b)

LF-1A

(LP-A-41b)

LF-1A

(LP-A-41b)

LF-1A

(LP-A-41b)

LF-1A

(LP-A-41b)

LF-1A

(LP-A-41b)

LF-1A

(LP-A-41b)

LF-1A

(LP-A-41b)

LF-1A

(LP-A-41a)

LF-1A

(LP-A-41a)

LF-1A

(LP-A-41a)

LF-1A

(LP-A-41a)

LF-1A

(LP-A-41a)

LF-1A

(LP-A-41a)

LF-1A

(LP-A-41a)

LF-1A

(LP-A-41a)

LF-1A

(LP-A-41a)

LF-1A

(LP-A-41a)

DRAWING TITLE

PROJECT NO.

DATE ISSUED

DATE REVISIONNO.

THIS DRAWING AND THE DESIGN CONCEPTS

REPRESENTED, AS INSTRUMENTS OF

SERVICE, ARE THE SOLE PROPERTY OF

MICHAEL SCHUSTER ASSOCIATES INC., AND

MAY NOT BE USED, REPRODUCED, OR COPIED

IN WHOLE OR PART, FOR ANY PURPOSE

WITHOUT PRIOR WRITTEN AUTHORIZATION OF

MICHAEL SCHUSTER ASSOCIATES INC.

Copyright Michael Schuster Associates, Inc. dba

MSA Architects All Rights Reserved

MSA Sport is a division of MSA Architects

8/14/2

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lub

1624 H

erald A

venue C

incinnati, O

H 45207

Xav

ier

Uni

vers

ity

Motz Engineering

300 West 4th Street, Suite 300

Cincinnati, OH 45202-2666

T: 513.621.5400

F: 513.621.5407

MEP Design Security Sustainable Design

Commissioning Design/Build

09/22/15 FOR PERMIT

P E-59973

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DATE:

E2.1

ELECTRIC

LIGHTING

FLOOR PLAN

S

EW

N

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

GENERAL NOTES:A. ALL CONDUITS SHALL BE 3/4" UNLESS OTHERWISE NOTED.

HOMERUNS:

LESS THAN 50' - No. 12 CONDUCTOR50' TO 100' - No. 10 CONDUCTOR100' OR MORE - No. 8 CONDUCTOR

B. ALL CONDUCTORS INCLUDING BRANCH CIRCUIT CONDUCTORS ANDCONTROL WIRING SHALL BE INDIVIDUALLY IDENTIFIED AT BOTH ENDSAND AT EACH TERMINATION.

C. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE LATESTEDITIONS OF CODES AND STANDARDS AS FOLLOWS. ELECTRIC WORKSHALL BE PERFORMED IN ACCORDANCE WITH NFPA NATIONALELECTRIC CODE, NBS NATIONAL ELECTRIC SAFETY CODE, NFPASTANDARDS. ELECTRIC MATERIALS SHALL BE U.L. LISTED AND COMPLYWITH NEMA STANDARDS.

D. METAL CONDUITS, WIREWAYS, AND EQUIPMENT ENCLOSURES SHALLNOT BE USED AS EQUIPMENT GROUND CONDUCTORS.

E. ALL BRANCH CIRCUIT WIRING IN CHANNELS, WIREWAYS, FIXTURES ORCONDUITS SHALL BE TYPE THHN STRANDED AND FACTORY COLORCODED.

F. CONDUIT CONCEALED ABOVE CEILINGS OR IN WALLS SHALL BE EMTTYPE UNLESS OTHERWISE NOTED - SEE SPECS.

G. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND CHECKAND VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING. ANYDISCREPANCIES DISCOVERED BETWEEN EXISTING CONDITIONS AT THESITE AND THOSE SHOWN ON THE DRAWING SHALL BE REPORTEDIMMEDIATELY TO THE ENGINEER, IN WRITING.

H. ELECTRIC CONTRACTOR SHALL BE LICENSED AND CERTIFIED IN THESTATE OF OHIO.

I. WHERE ANY NEW CONDUIT PASSES THROUGH EXISTING WALLS,ELECTRIC CONTRACTOR SHALL PROVIDE ALL CUTTING, PATCHING OFWALLS AND PROTECT OPENING WITH THROUGH-PENETRATIONFIRESTOP SYSTEM.

J. THE CONTRACTOR SHALL EXERCISE ADEQUATE PROTECTIVE ANDSAFETY MEASURES FOR ALL PERSONS AND PROPERTY AND SHALL BERESPONSIBLE FOR ANY DAMAGES OR INJURIES ARISING FROM THEEXECUTION OF THIS WORK.

SCOPE OF WORK1. INSTALL 20 NEW LIGHT FIXTURES AND 2 NEW SWITCHES.

48' - 0"

+/- 11'-0" 24' - 0" 6' - 0" 18' - 0"

572 SF

STORAGE101973 SF

COURTSIDE CLUB100

10' - 11 5/8"

1

1

1

14 2

2

3

26' - 0"

6' - 0"

4' - 0"

9' - 6"

36' - 0"

20' - 0"

12' - 0"

4' - 0"

TV 96" AFF

(RP-A-20)

D

TV 96" AFF

D

MAKE CONNECTION TO EXISTINGFIRE ALARM CONTROL PANEL.

(RP-A-20)

(RP-A-20)

(RP-A-26)

(RP-A-26)

(RP-A-26)

FCU-26

PROVIDE NEW 208V, 1PH CONNECTIONTO NEW FCU-26 FED FROM EXISTINGPANEL RP-A.

(RP-A-22,24)

TV 96" AFF

TV 96" AFF

D

D

4D

(RP-A-20)

(RP-A-26)

(RP-A-26)

(RP-A-20)

DRAWING TITLE

PROJECT NO.

DATE ISSUED

DATE REVISIONNO.

THIS DRAWING AND THE DESIGN CONCEPTS

REPRESENTED, AS INSTRUMENTS OF

SERVICE, ARE THE SOLE PROPERTY OF

MICHAEL SCHUSTER ASSOCIATES INC., AND

MAY NOT BE USED, REPRODUCED, OR COPIED

IN WHOLE OR PART, FOR ANY PURPOSE

WITHOUT PRIOR WRITTEN AUTHORIZATION OF

MICHAEL SCHUSTER ASSOCIATES INC.

Copyright Michael Schuster Associates, Inc. dba

MSA Architects All Rights Reserved

MSA Sport is a division of MSA Architects

8/14/2

015 1

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PM

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XU.2014.08

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- Cou

rtsi

de C

lub

1624 H

erald A

venue C

incinnati, O

H 45207

Xav

ier

Uni

vers

ity

Motz Engineering

300 West 4th Street, Suite 300

Cincinnati, OH 45202-2666

T: 513.621.5400

F: 513.621.5407

MEP Design Security Sustainable Design

Commissioning Design/Build

09/22/15 FOR PERMIT

P E-59973

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E3.1

ELECTRIC

POWER

FLOOR PLAN

S

EW

N

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

GENERAL NOTES:A. ALL CONDUITS SHALL BE 3/4" UNLESS OTHERWISE NOTED.

HOMERUNS:

LESS THAN 50' - No. 12 CONDUCTOR50' TO 100' - No. 10 CONDUCTOR100' OR MORE - No. 8 CONDUCTOR

B. ALL CONDUCTORS INCLUDING BRANCH CIRCUIT CONDUCTORS ANDCONTROL WIRING SHALL BE INDIVIDUALLY IDENTIFIED AT BOTH ENDSAND AT EACH TERMINATION.

C. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE LATESTEDITIONS OF CODES AND STANDARDS AS FOLLOWS. ELECTRIC WORKSHALL BE PERFORMED IN ACCORDANCE WITH NFPA NATIONALELECTRIC CODE, NBS NATIONAL ELECTRIC SAFETY CODE, NFPASTANDARDS. ELECTRIC MATERIALS SHALL BE U.L. LISTED AND COMPLYWITH NEMA STANDARDS.

D. METAL CONDUITS, WIREWAYS, AND EQUIPMENT ENCLOSURES SHALLNOT BE USED AS EQUIPMENT GROUND CONDUCTORS.

E. ALL BRANCH CIRCUIT WIRING IN CHANNELS, WIREWAYS, FIXTURES ORCONDUITS SHALL BE TYPE THHN STRANDED AND FACTORY COLORCODED.

F. CONDUIT CONCEALED ABOVE CEILINGS OR IN WALLS SHALL BE EMTTYPE UNLESS OTHERWISE NOTED - SEE SPECS.

G. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND CHECKAND VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING. ANYDISCREPANCIES DISCOVERED BETWEEN EXISTING CONDITIONS AT THESITE AND THOSE SHOWN ON THE DRAWING SHALL BE REPORTEDIMMEDIATELY TO THE ENGINEER, IN WRITING.

H. ELECTRIC CONTRACTOR SHALL BE LICENSED AND CERTIFIED IN THESTATE OF OHIO.

I. WHERE ANY NEW CONDUIT PASSES THROUGH EXISTING WALLS,ELECTRIC CONTRACTOR SHALL PROVIDE ALL CUTTING, PATCHING OFWALLS AND PROTECT OPENING WITH THROUGH-PENETRATIONFIRESTOP SYSTEM.

J. THE CONTRACTOR SHALL EXERCISE ADEQUATE PROTECTIVE ANDSAFETY MEASURES FOR ALL PERSONS AND PROPERTY AND SHALL BERESPONSIBLE FOR ANY DAMAGES OR INJURIES ARISING FROM THEEXECUTION OF THIS WORK.

SCOPE OF WORK1. INSTALL96 NEW DUPLEX OUTLETS, 4 NEW DATA JACKS FOR TVS, 1

QUAD OUTLET WITH 4 DATA FOR MOBILE BAR USE, AND 1 HORNSTROBE.

2. EXTEND POWER FROM EXISTING PANEL RP-A TO SERVE NEW FCU-26.

16

18

24

22

20

26

30

28

MAINS :

VOLTAGE RATING :

SHORT CIRCUIT RATING :

FEEDER SIZE :

PANEL MOUNTING :

MAIN O. C. P. D. :

25% OF CONTINUOUS LOAD

SUBTOTAL : CONTINUOUS LOAD

DERATED NON-CONTINUOUS LOAD

RECP - LOUNGE (01A60)

TOTAL NEC LOAD

NON-CONTINUOUS LOAD

DEMAND FACTOR

1.75 11.5

1.9 1.0

11.9

1.0

0.0

27

25

29

120

19

23

21

17

41

0.5

1.0

.9

0.0

7.0 45.9

0.0

0.5

47.4

0.2

1.1

411.0

0.9

0.9

150 AMP

150A MCB

208Y/120V, 3PH, 4W

10,000 AMPS AIC

SURFACE

20 1

CCT

NO

4

6

2

8

14

12

10

ACC

CIRCUIT DESCRIPTION

CANO BPOLEAMP

0.7

1.2

0.9

0.9

0.9

11

15

13

9

3

5

1

7

0.5

0.9

1.3

0.7

0.7

0.7

1.2

0.7

1.2

0.7

C / B CCT AMPERE CIRCUIT DESCRIPTION

ACCAMP POLE

C / B

32

36

34

33

31

35

0.5

1.0

0.0

0.0

0.0

20 1

38

42

40

39

37

41

0.0

0.0

0.5

0.0

0.0

RECP - GREEN ROOM

20 1

RECP - CORR 120

RECP

RECP

120

120

RECP - OFFICE/COMMISSARY 20

RECP - FIRE COMMAND

SUMP PUMP - ELEV PIT #1

20

120

1

1

RECP - T.R. 01A30, 31

120

20

RECP - CONTROL ROOM

CP-3 (1/12 HP)

120

SEAT LIGHTS 120

20 1

0.9

20 1

100 2

- - -

10.7 58.6 60.5

SPARE

EWC - 01A04

SUMP PUMP - ELEV PIT #2

SPARE

SPARE 120

120

20 1

20 1

120

20

20

20

20 1

20 1

20 1

EXISTING PANEL No. RP-A

(4) #1/0 CU

20

20

20

20

20

1

1

1

1

1

SPARE

RECIRC PUMPS

SEAT MOTORS (4)

PRACTICE GYM RECEPTACLES

PRACTICE GYM CLG FANS

COURTSIDE CLUB RECP NORTH WALL

FCU-26

SPARE

SPARE

SPARE

SPARE

SPACE

SPACE

SPACE

20 1

20 1

20 1

20 1

20 3

20

20

0.0

0.0

2.0 1.2 1.2

MAINS :

VOLTAGE RATING :

SHORT CIRCUIT RATING :

FEEDER SIZE :

PANEL MOUNTING :

MAIN O. C. P. D. :

25% OF CONTINUOUS LOAD

SUBTOTAL : CONTINUOUS LOAD

DERATED NON-CONTINUOUS LOAD

TERM. BOX B14-6 (01A10)

TOTAL NEC LOAD

NON-CONTINUOUS LOAD

DEMAND FACTOR

9.03 8.08

1.0 1.0

9.73

1.0

2.4

315

2.7

3.5

2.4

2.0

2.0

36.1 32.3

1.7

3.5

38.9

1.7

2.0

2.7

1.7

1.7

2.0

CCT

NOACC

CIRCUIT DESCRIPTION

CANO BPOLEAMP

3.3

4.0

2.7

3.7

0.2

3.3

1.9

4.0

1.7

3.4

4.6

3.6

2.6

2.4

3.6

C / B CCT AMPERE CIRCUIT DESCRIPTION

ACCAMP POLE

C / B

2.5

3.5

1.7

1.7

2.5

15 3

0.7

1.7

4.0

2.7

2.4

LTG - 01A05, 6, 7, 10, 25 120

LTG - 01A04, 20, 21, 23

LTG - 01A24 HID

120

120

LTG - 01A24 HID 20

LTG - 01B02, 3, 4, 5, 6 20

120

1

1

1

20 LTG - QUAD A WEST

TERM. BOX B15-6 (01A05)

LTG - COURTSIDE CLUB 120

20 1

2.0

- - -

45.13 40.38 48.63

UH-1 (01A24)

UH-2 (01A24)

LTG - 01A01, 2 120

315

15 3

20 1

15 3

15 3

EXISTING PANEL No. LP-A

20 3FCU-24 (01A24)

LTG - QUAD A NORTHEAST

CUH-1 (2 IN 01A02)

EHC-2 (01A20), EHC-3 (01A21)

EC-1 (T.R. , QUAD A)

TERM. BOX CVB17-6 (01A53)

TERM. BOXES B12-6, B21-6, B27-6

TERM. BOX CVB22-6 (01A06)

TERM. BOX B13-6 (01A06)

1

20 1

20 1

20 1

20 3

2.4

2.5

0 0 0

LTG - QUAD A SOUTHEAST

225 AMP M.L.O.

175A CB IN PP-1

480Y/277V, 3PH, 4W

42,000 AMPS AIC

SURFACE

(4) #2/0 CU

LTG/RECP - ELEV PIT #1

LTG/RECP - ELEV PIT #2

SPARE

LED- LIGHT EMITTING DIODE

SYMBOL

DESIGNATION MANUFACTURER

MODEL NO.

MANUFACTURER

LAMP/

TYPE

LUMINAIRE SCHEDULE

DIMENSIONS W X L

NOMINAL

CONFIGURATION

BULB

REFLECTOR

LAMPS

LENS/

DESCRIPTION

LEGEND:

WATTS

DIM - 0-10VDC DIMMING

SHADED LUMINAIRES INDICATE NIGHT LIGHTS, FED FROM A CENTRAL INVERTER FOR EMERGENCY

SINGLE-GANG

SWITCH

DOUBLE-GANG

SWITCH

DOUBLE

DUPLEX

RECEPTACLE

DUPLEX

RECEPTACLE

TYPICAL RECEPTACLE AND SWITCH PLATE DETAILNOT TO SCALE

DOUBLE-GANG, ONE SWITCH

ONE DUPLEX RECEPTACLE.

THREE-GANG, TWO

SWITCHES, ONE DIMMER

NOTE: WHERE PRACTICAL, ALIGN SWITCHES AND RECEPTACLES.

DUPLEX

RECEPTACLE

USB CHARGING

(EVLA-L-27)

N.T.S.

S-EVLA-L-27a

S3W-EVLA-R1-17a

SYMBOL

LEGEND

SINGLE POLE SWITCH - PANEL EVLA-L - CIRCUIT 27a

THREE WAY SWITCH - PANEL EVLA-R1 - CIRCUIT 17a

NOT TO SCALE

DESCRIPTION

GROUNDING TYPE DUPLEX RECEPTACLE - WALL MOUNTED

ELECTRIC PANEL

CIRCUIT No. 27 TO PANEL EVLA-L

FIRE ALARM HORN/STROBE - 75cd INDICATES CANDELA RATING

LIGHT FIXTURE - NEW

DATA RECEPTACLE WALL MOUNTED - NUMBER INDICATES NO. OF DATA JACKS2D

75cd

EVLA-L

LF-1A COLUMBIA LIGHTINGLCS4-35HL-EDU-GLR-CSWG4

4" x 48" x 2"HIGH SUSPENDEDLED LED STRIPLIGHTWIREGUARD

55W3500K

16

18

24

22

20

26

30

28

27

25

29

19

23

21

17

4

6

2

8

14

12

10

11

15

13

9

3

5

1

7

32

36

34

33

31

35

38

42

40

39

37

41

20

15

20

TERM. BOX CVB16-6 (01A63)

PEC

1

1

1 PRACTICE GYM RECEPTACLES

PRACTICE GYM RECEPTACLES

PRACTICE GYM RECEPTACLES

PRACTICE GYM CLG FANS

1

1

3

COURTSIDE CLUB RECP EAST WALL

DRAWING TITLE

PROJECT NO.

DATE ISSUED

DATE REVISIONNO.

THIS DRAWING AND THE DESIGN CONCEPTS

REPRESENTED, AS INSTRUMENTS OF

SERVICE, ARE THE SOLE PROPERTY OF

MICHAEL SCHUSTER ASSOCIATES INC., AND

MAY NOT BE USED, REPRODUCED, OR COPIED

IN WHOLE OR PART, FOR ANY PURPOSE

WITHOUT PRIOR WRITTEN AUTHORIZATION OF

MICHAEL SCHUSTER ASSOCIATES INC.

Copyright Michael Schuster Associates, Inc. dba

MSA Architects All Rights Reserved

MSA Sport is a division of MSA Architects

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XU.2014.08

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1624 H

erald A

venue C

incinnati, O

H 45207

Xav

ier

Uni

vers

ity

Motz Engineering

300 West 4th Street, Suite 300

Cincinnati, OH 45202-2666

T: 513.621.5400

F: 513.621.5407

MEP Design Security Sustainable Design

Commissioning Design/Build

09/22/15 FOR PERMIT

P E-59973

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DATE:

E5.1

ELECTRIC

DETAILS

PANEL LOAD SUMMARY

EXISTING MAXIMUM kW DEMAND PER UTILITY = 20.7 kW

EXISTING LOADS BEING REMOVED = 0kW

NEW LOADS BEING ADDED = 30.24

TOTAL LOAD BEING INCREASED BY = 30.24

NEW TOTAL EXISTING AND NEW LOADS ON EXISTING SERVICE = 20.7 kW +30.24 kW = 50.94 kW

New Calculated load = 141.5 Amps

EXISTING 150A, 208Y/120V,3PH,4W SERVICE AND EQUIPMENT ARE ADEQUATE FOR NEW LOADS

kW

kW

PANEL LOAD SUMMARY

EXISTING MAXIMUM kW DEMAND PER UTILITY = 103.3 kW

EXISTING LOADS BEING REMOVED = 0kW

NEW LOADS BEING ADDED = 4.2

TOTAL LOAD BEING INCREASED BY = 4.2

NEW TOTAL EXISTING AND NEW LOADS ON EXISTING SERVICE = 103.3 kW +4.2 kW = 107.5 kW

New Calculated load = 129.4 Amps

EXISTING 225A, 480Y/277V,3PH,4W SERVICE AND EQUIPMENT ARE ADEQUATE FOR NEW LOADS

kW

kW

WORK FOR THIS PROJECT

DRAWING TITLE

PROJECT NO.

DATE ISSUED

DATE REVISIONNO.

THIS DRAWING AND THE DESIGN CONCEPTS

REPRESENTED, AS INSTRUMENTS OF

SERVICE, ARE THE SOLE PROPERTY OF

MICHAEL SCHUSTER ASSOCIATES INC., AND

MAY NOT BE USED, REPRODUCED, OR COPIED

IN WHOLE OR PART, FOR ANY PURPOSE

WITHOUT PRIOR WRITTEN AUTHORIZATION OF

MICHAEL SCHUSTER ASSOCIATES INC.

Copyright Michael Schuster Associates, Inc. dba

MSA Architects All Rights Reserved

MSA Sport is a division of MSA Architects

8/14/2

015 1

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PM

C:\U

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lpetra

kis\D

ocum

ents\

CINT

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OST_

v14_

lpetra

kis.rv

t

XU.2014.08

Cin

tas

Cen

ter

- Cou

rtsi

de C

lub

1624 H

erald A

venue C

incinnati, O

H 45207

Xav

ier

Uni

vers

ity

Motz Engineering

300 West 4th Street, Suite 300

Cincinnati, OH 45202-2666

T: 513.621.5400

F: 513.621.5407

MEP Design Security Sustainable Design

Commissioning Design/Build

09/22/15 FOR PERMIT

P E-59973

S

R

O

F

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S

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WAHOFF

DAVID

F

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DATE:

E5.2

ELECTRIC

DETAILS