Cintas Center - Courtside Club
Xavier University
1624 Herald Avenue Cincinnati, OH 45207
ISSUED FOR CONSTRUCTION - 08/05/2015
XAVIER UNIVERSITY
3800 VICTORY PARKWAY
CINCINNATI, OH 45207
(T): 513-745-3000
STRUCTURAL ENGINEER:
MSA Architects
316 W. FOURTH STREET
CINCINNATI, OH 45202
(T): 513 241-5666
www.msaarch.com
MEP ENGINEER
SCHAEFER
10411 MEDALLION DR
CINCINNATI, OH 45241
(T): 513-542-3300
MOTZ
316 W. FOURTH STREET
CINCINNATI, OH 45202
(T):513-621-5400
GENERAL NOTES
GENERAL NOTES
GENERAL NOTES
CODE INFORMATION
CONTRACTOR SHALL COMPLY WITH ALL CODES, LAWS, ORDINACES RULES AND INDUSTRY
REGULATIONS BEARING ON THE INSTALLATION OF THE WORK SHOWN HEREIN. ALL WORK IS
TO BE INSTALLED TO MEET CURRENT CODE REQUIREMENTS. CONTRACTOR IS RESPONSIBLE
FOR VERIFYING REQUIREMENTS PRIOR TO INSTALLING WORK. MAINTAIN ACCESS TO ALL
REQUIRED EXITS FROM ALL AREAS.
THE CONTRACTOR IS RESPONSIBLE FOR ALL SECURITY OF HIS MATERIALS, EQUIPMENT AND
TOOLS.
CONTRACTOR IS TO PROTECT ALL FINISHED SURFACES FROM DIRT AND DAMAGE UNTIL
FINAL ACCEPTANCE BY OWNER. MATERIALS DAMAGED DURING CONSTRUCTION ARE TO BE
REPAIRED/REPLACED AT CONTRACTOR'S COST TO THE SATISFACTION OF THE OWNER.
CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND SHALL PROTECT AND
SUPPORT THEM AS REQUIRED.
CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, NECESSARY TOOLS, EXPENDABLE
EQUIPMENT, UTILITY AND TRANSPORTATION SERVICES, DELIVERY MATERIAL HANDLING,
STORAGE, TESTING, INSPECTIONS AND SUPERVISION.
CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. CONTRACTOR SHALL ALSO
COORDINATE WITH WORK BY THE TENANT/OWNER AND OTHER CONTRACTS BY
TENANT/OWNER (E.G., IF APPLICABLE, SECURITY SYSTEM, DATA SYSTEM, TELEPHONE
SYSTEM.)
THE TENANT/OWNER SHALL SECURE AND PAY FOR THE ZONING PERMIT, GENERAL BUILDING
PERMIT, 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 BY
AUTHORITIES HAVING JURISDICTION. IN ADDITION TO THESE REQUIREMENTS, THE
TENANT/OWNER SHALL EMPLOY AN INDEPENDENT CONSULTANT FOR TESTING OF SOIL
BEARING, PROPERTIES OF CAST CONCRETE, AND STEEL WELDING/CONNECTIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OTHER TESTING, FEES, AND
CERTIFICATIONS, INCLUDING RECORD DRAWINGS, SURVEYS, OR PLATS AS MAY BE
REQUIRED BY AUTHORITIES HAVING JURISDICTION.
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.
GENERAL
THE FOLLOWING OUTLINES THE GENERAL QUALITIES OF THE WORK EXPECTED. ALL
MATERIALS USED ARE REQUIRED TO BE GOOD QUALITY AND MEET OR EXCEED ALL
APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIC PRODUCTS OR MANUFACTURERS
ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY ARCHITECT TO OBTAIN A
STANDARD OF QUALITY.
EXIT
ALL WORK IS TO BE DONE WITH THE APPROPRIATE TOOLS AND MATERIALS. THE ARCHITECT
HAS 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 AND
TOOLS.
EGRESS PATH
EXISTING MECHANICAL
EXISTING
OFFICE
EXISTING OFFICE
EXISTING DOCK DOOR
ALL MATERIALS, PRODUCTS AND SYSTEMS SHALL BE FABRICATED AND INSTALLED IN STRICT
ACCORDANCE WITH THE MANUFACTURER'S/FABRICATOR'S INSTRUCTIONS,
RECOMMENDATIONS AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO THE USE OF
ATTACHMENTS, ACCESSORIES, PRIMERS, SEALERS, CONTROL JOINTS, ETC., UNLESS
OTHERWISE SPECIFICALLY NOTED IN THESE DRAWINGS. CONTRACTOR (OR THE INSTALLER,
FABRICATOR, MANUFACTURER OR SUPPLIER OF SUCH ITEM) SHALL IMMEDIATELY NOTIFY
THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PRODUCT INSTALLATION
REQUIREMENTS AND THE DRAWINGS. PERFORMING WORK MEANS ACCEPTANCE OF
EXISTING CONDITIONS AND SUBSTRATE WORK. DO NO WORK UNTIL CONDITIONS ARE
ACCEPTABLE. SHOULD DISCREPANCIES EXIST BETWEEN THE INFORMATION SHOWN IN
THESE DRAWINGS/NOTES AND THE MANUFACTURER’S INFORMATION, THE ARCHITECT SHALL
BE NOTIFIED PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION FOR REVIEW AND
COORDINATION.
DN
43'
EXIT
AUX GYM
COURTSIDE CLUB
100
973 SF
THE CONTRACTOR MAY ELECT TO OFFER OPINIONS, ADVICE OR ALTERNATE MATERIALS OR
DETAILS. ALL WILL BE REVIEWED AND DISCUSSED WITH THE CONTRACTOR TO DETERMINE
MERITS. ANY SAVINGS OF MATERIALS OR DETAILS WILL BE CREDITED TO THE
TENANT/OWNER, WHILE ANY ADDITIONS SHALL BE BILLED TO THE TENANT/OWNER. A
CHANGE ORDER FORM MUST BE COMPLETED IN ORDER TO ALTER CONSTRUCTION BID.
SUBSTITUTIONS OF SPECIFIED MATERIALS ARE TO BE APPROVED IN WRITING PRIOR TO
EXECUTING WORK. SUBSTITUTIONS INSTALLED PRIOR TO RECEIVING APPROVAL ARE
PERFORMED AT THE CONTRACTOR'S RISK.
STORAGE
101
572 SF
65
AREA OF WORK
2
EXISTING RESTROOM
C:\Users\nschoeppner\Documents\Revit Local\CINTAS_CENTRAL-HOST_v14_nschoeppner.rvt
86'
CINTAS CENTER KEY PLAN
2
G0.0a 1" = 40'-0"
COURTSIDE CLUB LIFE SAFETY PLAN
1
G0.0a 1" = 10'-0"
CODE NOTES
VICINITY PLAN
PROJECT SCOPE:
THIS PROJECT IS THE CONSTRUCTION OF A GATHERING SPACE
WITHIN THE EXISTING DOCK AREA OF THE CINTAS CENTER. THE
COURTSIDE CLUB WILL BE EXCLUSIVE TO CURRENT SEASON
TICKET HOLDERS AND THUS THE OVERALL OCCUPANT LOAD OF
THE BUILDING WILL NOT CHANGE. THE PROJECT WILL ALSO
INCLUDE 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:
ACTUAL HEIGHT:
UNLIMITED (NO CHANGE)
INTERIOR RENOVATION
ALLOWABLE AREA:
ACTUAL AREA:
UNLIMITED (NO CHANGE)
1,505 SF
TOTAL OCCUPANTS
9/17/2015 3:58:02
PM
EGRESS PATH
COURTYARD CLUB: (PER OBC TABLE 1004.1.1)
972 / 15 = 65
STORAGE ROOM: (PER OBC TABLE 1004.1.1)
533 / 300 = 2
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:
FIRE RESISTANT ASSEMBLIES:
FLOOR BEAMS:
FLOOR DECKS:
ROOF BEAMS:
ROOF DECK:
*ROOF BEAMS:
*ROOF DECK
STEEL COLUMNS:
250 FT FOR ALL SPACES
112 FT OR LESS FOR ALL SPACES
75 FT FOR ALL SPACES
75 FT OR LESS FOR ALL SPACES
20 FT
20 FT OR LESS
2 (PER 1021.1)
3
1/3 THE DIAGONAL RULE
U.L. DESIGN RATING
2 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)
* INDICATES OVER 15' IN HEIGHT
BULIDING IS FULLY SPRINKLERED WITH THE EXCEPTION OF THE ARENA ROOF OVER
THE SEATING BOWL WHERE FIRE SPRINKLERS ARE NOT REQUIRED.
SHEET INDEX
SHEET NO.
SHEET NAME
GENERAL
G0.0a
COVER SHEET
ARCHITECTURE
A1.0a
COURTSIDE CLUB DESIGN
PROJECT LOCATION:
CINTAS CENTER
XAVIER UNIVERSITY
1624 HERALD AVENUE
CINCINNATI, OH 45207
MECHANICAL
M2.1
M5.1
ELECTRICAL
E2.1
HVAC FLOOR PLAN
HVAC DETAILS
ELECTRIC LIGHTING FLOOR PLAN
E3.1
ELECTRIC POWER FLOOR PLAN
E5.1
ELECTRIC DETAILS
E5.2
ELECTRIC DETAILS
CONTRACTOR IS TO PROTECT ALL FINISHED SURFACES FROM DIRT AND DAMAGE UNTIL
FINAL ACCEPTANCE BY TENANT/OWNER. MATERIALS DAMAGED DURING CONSTRUCTION ARE
TO BE REPAIRED/REPLACED AT CONTRACTOR'S COST TO THE SATISFACTION OF THE
TENANT/OWNER.
REQUIRED FORMS (USE CURRENT EDITION):
1. CONTRACT: AIA, A101, "STANDARD FORM OF AGREEMENT BETWEEN OWNER AND
CONTRACTOR".
2. GENERAL CONDITIONS: AIA A201, "GENERAL CONDITONS OF THE CONTRACTOR FOR
CONSTRUCTION".
3. CHANGE ORDER: AIA G701, "CHANGE ORDER".
UPON ACCEPTANCE OF THE CONTRACT, THE CONTRACTOR IS TO PREPARE A DETAILED
SCHEDULE FOR THE PROPOSED WORK, INCLUDING ALL PHASING, WORK AFTER HOURS, AND
MOVE/OCCUPANCY DATES. THIS SCHEDULE MUST BE REVIEWED AND ACCEPTED BY THE
TENANT/OWNER AND ARCHITECT. ALL LONG ORDER ITEMS MUST BE CALLED TO OWNER’S
ATTENTION AS SOON AS POSSIBLE.
TENANT/OWNER WILL PREPARE AND FILE NOTICE OF COMMENCEMENT. APPLICATIONS FOR
PAYMENT ARE TO BE SUBMITTED TO ARCHITECT IN FIRST WEEK OF MONTH FOLLOWING
PERIOD FOR WHICH WORK WAS PERFORMED. RETAINAGE WILL BE 10% FOR THE ENTIRE
PROJECT 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 FIRST
APPLICATION FOR PAYMENT.
PRIOR TO ISSUANCE OF THE CERTIFICATE FOR FINAL PAYMENT, THE CONTRACTOR SHALL
SUBMIT COPIES OF CERTIFICATES OF INSPECTION FOR ALL WORK ISSUED BY PROPER
AGENCIES AND DOCUMENTATION OF ALL FIELD CHANGES ON THE RECORD DRAWINGS.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING LIABILITY INSURANCE
AND WORKER'S COMPENSATION. CONTRACTOR SHALL PROVIDE PROOF OF INSURANCE FOR
A MINIMUM $1,000,000.00 "UMBRELLA" LIABILITY POLICY. CONTRACTOR'S LIABILITY POLICIES
SHALL BE ENDORSED TO INCLUDE THE TENANT/OWNER, ARCHITECT AND ARCHITECT'S
CONSULTANTS AS ADDITIONAL NAMED INSUREDS.
ALL WORK SHALL BE WARRANTED FOR A MINIMUM PERIOD OF ONE YEAR, BEGINNING NO
SOONER THAN THE CERTIFIED DATE OF SUBSTANTIAL COMPLETION. PROVIDE LONGER
WARRANTIES WHERE SPECIFIED FOR INDIVIDUAL COMPONENTS OR WHERE PROVIDED BY
MANUFACTURER’S STANDARD WARRANTY. SUBMIT ALL WRITTEN WARRANTIES/GUARANTEES
ALONG 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 THE
WORK. 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 NOT
TO IMPEDE UPON THE CONSTRUCTION SCHEDULE. SUBMIT TWO ADDITIONAL SET OF
SUBMITTALS FOR ARCHITECT'S AND TENANT’S/OWNER’S RECORDS IN ADDITION TO
QUANTITIES AS REQUIRED BY THE CONTRACTOR. HERE PRODUCTS AND/OR SYSTEMS OF
THE MECHANICAL, ELECTRICAL OR PLUMBING ARE INVOLVED, SUBMIT ONE ADDITIONAL SET
OF SUBMITTALS FOR ENGINEER'S RECORDS IN ADDITION TO QUANTITIES AS REQUIRED BY
THE ARCHITECT, TENANT/OWNER AND THE CONTRACTOR.
SUBSTITUTIONS OF SPECIFIED MATERIALS ARE TO BE APPROVED IN WRITING PRIOR TO
EXECUTING WORK. SUBSTITUTIONS INSTALLED PRIOR TO RECEIVING APPROVAL ARE
PERFORMED AT THE CONTRACTOR'S RISK.
CONSTRUCTION AND SAFETY
CONTRACTOR AND/OR CONTRACTOR'S AGENT(S) SHALL VERIFY ALL DIMENSIONS AND
INFORMATION IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS.
ANY ERRORS, INCONSISTENCIES OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECT
PRIOR TO PROCEEDING WITH THE WORK. ANY CHANGES FROM THESE DOCUMENTS ARE THE
RESPONSIBILITY OF THE CONTRACTOR. THESE DRAWINGS ARE NOT TO BE SCALED.
WHENEVER POSSIBLE, CONDITIONS WHICH ARE SUBJECT TO MODIFICATION OR CHANGE ARE
SHOWN AS EXISTING. CONTRACTORS SHALL INSPECT THE EXISTING CONDITIONS AND
PROVIDE MODIFICATIONS TO MEET GOVERNING CODES AND PERFORMANCE
SPECIFICATIONS, WHETHER OR NOT SPECIFICALLY INDICATED IN THE DRAWINGS. IF
INSUFFICIENT INFORMATION EXISTS, CONTACT THE ARCHITECT / ENGINEER FOR
CLARIFICATION.
IF, IN THE CONTRACTOR'S OPINION, ANY WORK IS INDICATED ON THE DRAWINGS OR IS
SPECIFIED IN SUCH A MANNER AS WILL MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS
WORK, OR IF THE WORK OF A PREVIOUS TRADE SHOULD MAKE FIRST CLASS WORK
IMPOSSIBLE FOR ANOTHER TRADE, THE CONTRACTOR SHALL REFER THE PROBLEM TO THE
ARCHITECT FOR INTERPRETATION BEFORE PROCEEDING WITH THE WORK. ALL DIMENSIONS
ON THE DRAWINGS ARE TO BE CONFIRMED BY THE CONTRACTOR. ANY DISCREPANCIES ARE
TO 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 THE
CONTRACTOR.
THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF
THE JOB SITE INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING
PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS. WHEN ON SITE, THE ARCHITECT / ENGINEER SHALL
BE RESPONSIBLE FOR HIS/HER OWN SAFETY BUT HAS NO RESPONSIBILITY FOR THE SAFETY
OF OTHER PERSONNEL OR SAFETY CONDITIONS AT THE SITE.
ALL CUTTING, PATCHING, REFINISHING AND REPAINTING OF ALL WORK IS THE
RESPONSIBILITY OF THE CONTRACTOR.
FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED IN ALL LOCATIONS REQUIRED BY
OBC SECTION 712. MAINTAIN ALL FIRE RATINGS IN NEW AND EXISTING CONSTRUCTION.
COMPLETED WORK SHALL BE STRUCTURALLY SOUND, FULLY OPERATIONAL, INSTALLED
PLUMB, LEVEL AND SQUARE, SHALL BE FINISHED, CLEANED, POLISHED AND READY FOR
OCCUPANCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY AND ALL
DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES.
CONTRACTOR IS TO COORDINATE WITH THE TENANT/OWNER FOR SECURITY CLEARANCES
AND HOURS OF OPERATION. COORDINATE WORK AFTER HOURS (EVENINGS AND WEEKENDS)
WITH THE OWNER TO PREVENT SETTING OFF FIRE ALARMS. COORDINATE SCHEDULING OF
ALL WORK WITH THE TENANT/OWNER.
CONTRACTOR AND ALL ASSOCIATED PERSONNEL SHALL NOT ENGAGE IN DISRUPTIVE
CONSTRUCTION ACTIVITIES DURING TENANT’S/OWNERS/OTHER BUILDING TENANTS’ NORMAL
BUSINESS HOURS. WORK TO BE PERFORMED IN AREAS AFFECTING THE OTHER BUILDING
TENANTS SHALL BE COORDINATED WITH THE OWNER AND THE OTHER BUILDING TENANTS.
CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP FOLLOWING WORK PERFORMED
IN OCCUPIED AREAS.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING CONSTRUCTION AND
FOR DAILY CLEAN UP FOLLOWING WORK PERFORMED IN OCCUPIED AREAS. PERFORM FINAL
CLEANING AT THE END OF EACH PHASE OF WORK. REMOVE ALL TRASH AND DEBRIS FROM
THE SITE. WASH ALL TILE, LAMINATE AND GLASS SURFACES, PLUMBING FIXTURES, ETC.
DUST AND SWEEP TO REMOVE ALL DIRT. REMOVE ALL TEMPORARY LABELS. PROJECT IS TO
BE 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 AND
BUILDING SPACES CAUSED BY THEIR ACTIONS OR NEGLECT.
STREETS, DRIVEWAYS, UNDERGROUND SERVICES, ETC. DAMAGE IN ANY WAY ATTRIBUTABLE
TO CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL
CONDITIONS.
CONTRACTOR SHALL COORDINATE THE USE OF BUILDING LOADING AREAS, DELIVERY TIMES
AND LOCATIONS, WORK ON UTILITIES AND ANY OTHER WORK WHICH MAY DISRUPT THE
NORMAL FLOW AND OPERATION OF THE BUILDING OR CONCURRENT CONSTRUCTION
ACTIVITIES WITH THE OWNER.
DIMENSION NOTES:
A. ALL EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION AND/OR FACE OF EXTERIOR
SHEATHING.
B. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE.
CONTRACTOR SHALL SUBMIT MSDS SHEETS FOR ALL MATERIALS USED IN CONSTRUCTION
TO THE TENANT AND THE OWNER AND SHALL KEEP COPIES OF ALL MSDS SHEETS ON SITE AT
ALL TIMES.
SMOKING IS PROHIBITED IN THE CONSTRUCTION AREA FOR SAFETY PURPOSES.
THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND MAINTAIN ALL NECESSARY
TEMPORARY BARRICADES, SHORING AND LIGHTING. CONTRACTOR IS TO ERECT DUST
BARRICADES TO PROTECT OCCUPIED AREAS OF THE BUILDING DURING DEMOLITION AND
CONSTRUCTION. COORDINATE WITH OWNER FOR APPROVAL OF BARRIER LOCATIONS PRIOR
TO ERECTION OF BARRIERS. THE CONTRACTOR SHALL PROVIDE AND INSTALL BARRICADES
AND TEMPORARY SIGNAGE, AS REQUIRED TO DIRECT OCCUPANT FLOW AS REQUIRED AND
TO ESTABLISH ROUTES OF EGRESS FOR EMPLOYEES. CONTRACTOR SHALL EMPLOY OTHER
MEANS AS SITE CONDITIONS MAY REQUIRE. TEMPORARY DUST BARRIERS, UNLESS
EQUIVALENT BARRIERS CAN BE PROVIDED, SHALL BE SEALED, FULLY TAPED, DOUBLE
LAYERS OF 4 MIL MINIMUM PLASTIC SHEET WITH STAGGERED JOINTS ON TEMPORARY
FRAMING.
ALL EARTHWORK, EXCAVATION, BACKFILLING AND EROSION CONTROL OPERATIONS SHALL
BE PERFORMED IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE
GEOTECHNICAL REPORT FOR THIS PROJECT.
BUILDING ENVELOPE THERMAL PERFORMANCE AND ALL MECHANICAL, ELECTRICAL AND
PLUMBING DESIGN SHALL COMPLY WITH ASHRAE 90.1-04.
DEMOLITION
UNLESS NOTED OTHERWISE, REMOVE ALL EXISTING TENANT AND OWNER IMPROVEMENTS
AS REQUIRED TO CLEAR SPACE FOR NEW IMPROVEMENTS AS SHOWN ON THE DRAWINGS
AND 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 ITEMS
AS NOTED ON DRAWINGS. REMOVE ALL PLUMBING, HVAC AND ELECTRICAL COMPONENTS
THAT ARE ASSOCIATED WITH DEMOLISHED WALLS, CEILINGS AND AS NOTED. ALL CEILINGS
ARE TO BE REMOVED TO THE DECK UNLESS OTHERWISE SPECIFIED. ALL ITEMS NOT SHOWN
OR NOTED TO BE REMOVED ARE TO REMAIN UNLESS IN DIRECT CONFLICT WITH NEW WORK.
REMOVE ALL DEMOLITION DEBRIS FROM SITE AND DISPOSE OF LEGALLY.
Xavier University
1624 Herald Avenue Cincinnati, OH 45207
ARCHITECT:
Cintas Center - Courtside Club
OWNER:
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
DATE
08/05/2015
NO. DATE
ISSUED
FOR CONSTRUCTION
REVISION
PLUMBING DEMOLITION: REMOVE ALL PIPING ASSOCIATED WITH FIXTURES/DEVICES THAT
ARE TO BE REMOVED. REMOVE BACK TO NEAREST JUNCTION AND CAP. ALL TERMINATIONS
SHALL BE CONCEALED BEHIND WALLS OR CEILINGS. REMOVE ALL OLD PLUGGED OR CAPPED
PIPES BACK BEHIND FINISHED WALL SURFACE. WHERE PIPING BRANCHES ARE COMPLETELY
ELIMINATED, REMOVE BACK TO MAIN DISTRIBUTION.
ELECTRICAL DEMOLITION: REMOVE CONDUIT AND WIRE ASSOCIATED WITH DEMOLISHED
ELECTRICAL DEVICES BACK TO NEXT ACTIVE DEVICE OR PANELBOARD IF THE CIRCUIT IS
COMPLETELY UNLOADED. WIRING SHALL REMAIN WHERE CIRCUITS ARE REQUIRED TO
SERVE 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 BECOME
UNSTABLE DURING DEMOLITION.
PATCH PENETRATIONS IN FLOOR AND WALLS RESULTING FROM DEMOLITION. RESTORE
DAMAGE TO FIRE RATED SYSTEMS INCLUDING FIREPROOFING. RE-LAMINATE ALL WALLS AS
REQUIRED. REMOVE COMBUSTIBLE MATERIALS FROM CEILING PLENUM OR ENCASE AS
ACCEPTED BY BUILDING INSPECTOR. COVER "GLUE SPOTS" WITH FIRE-RETARDANT PAINT.
ANY WINDOW GLASS BROKEN DURING DEMOLITION IS THE RESPONSIBILITY OF THE
CONTRACTOR AND MUST BE REPLACED BEFORE THE JOB IS COMPLETED.
CUTTING AND PATCHING
ALL CUTTING AND PATCHING FOR HVAC, PLUMBING, AND ELECTRICAL ARE TO BE
PERFORMED BY OR COORDINATED WITH THE GENERAL CONTRACTOR, WHO SHALL BE
RESPONSIBLE FOR PROVIDING AN ACCEPTABLE FINAL FINISH AND APPEARANCE OF
AFFECTED AREAS.
PROJECT NO.
00000.00
DRAWING TITLE
COVER SHEET
G0.0a
8" BOND BEAM
8' - 0" - TYP
EXISTING BULKHEAD AND
CEILING ASSEMBLY
ALL EXISTING STORAGE UNITS, FRAMING AND METAL PANELS TO BE REMOVED WITHIN THE
FOOTPRINT OF NEW WORK
L2
ACCENT LIGHT TO BE DETERMINED
L3
VERTICAL
REINFORCEMENT
VERTICAL
REINFORCEMENT
5/8" GYP. BOARD
7/8" FURRING
HAT CHANNEL
1/2"
STAINLESS STEEL DRINK
RAIL CLADDING ON TOP OF
PLYWOOD SUPPORT
ADHESIVE DOWEL
INTO STRUCTURAL
SLAB ON GRADE
5/8" GYP. BOARD
7/8" FURRING
HAT CHANNEL
1/2" FURRING
WOOD SHIM
ADHESIVE DOWEL
INTO STRUCTURAL
SLAB ON GRADE
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 OF
THESE CONTRACT DOCUMENTS.
VERTICAL
REINFORCEMENT
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, AND
LOCATION. PROVIDE 45-INCH LAP TO VERTICAL REINFORCEMENT
AND 6-INCH EMBEDMENT INTO STRUCTURAL SLAB ON GRADE. HILTI HIT-RE 500-SD EPOXY
SHALL BE USED.
ADHESIVE DOWEL
INTO STRUCTURAL
SLAB ON GRADE
ADHESIVE DOWEL
INTO STRUCTURAL
SLAB ON GRADE
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.
1/2"
2 1/2"
1/2" FURRING
WOOD SHIM
VERTICAL
REINFORCEMENT
CMU CONSTRUCTION NOTES
8" LIGHTWEIGHT CMU
BLOCK WALL
9' - 4" UNCONNECTED HEIGHT
2 3/4"
4' - 0" TYP
8" BOND BEAM
8" LIGHTWEIGHT
CMU BLOCK WALL
8" LIGHTWEIGHT CMU
BLOCK WALL
9' - 4" UNCONNECTED HEIGHT
16' UNCONNECTED HEIGHT
8" LIGHTWEIGHT
CMU BLOCK WALL
16' UNCONNECTED HEIGHT
2 3/4"
8" BOND BEAM
L1
DEMO NOTES
2" CLEAR
8" BOND BEAM
2" CLEAR
LIGHTING LEGEND
EXISTING BULKHEAD
AND CEILING ASSEMBLY
5.MORTAR: ASTM C270, TYPE S
(2) 1/2" PLYWOOD SUPPORT
WELD SUPPORT CONNECTION @
STEEL DRINK RAIL SUPPORT
TYPE 1
TYPE 2
TYPE 3
6.GROUT: ASTM C476. SLUMP 8” TO 11”. MINIMUM COMPRESSIVE STRENGTH = 2000 PSI AT
28 DAYS.
TYPE 4
WALL TYPES
6
A1.0a
7.REINFORCING STEEL: ASTM A615, ASTM A706, OR ASTM A996, 60 KSI YIELD.
3/4" = 1'-0"
STEEL DRINK RAIL SUPPORT @
EACH VERTICAL GUARDRAIL,
PAINTED BLACK
8.HORIZONTAL JOINT REINFORCING FOR SINGLE WYTHE CONCRETE MASONRY: ASTM A951
9 GAGE LADDER TYPE. HOT DIPPED GALVANIZED PER ASTM A153 CLASS B. PLACE
HORIZONTAL JOINT REINFORCING AT 16" CENTERS VERTICALLY FOR CONCRETE
MASONRY. LAP HORIZONTAL JOINT REINFORCING 6” MINIMUM. HORIZONTAL JOINT
REINFORCING SHALL BE DISCONTINUOUS ACROSS MOVEMENT JOINTS.
STEEL WIRE HANGER ATTACHED TO
EXISTING DECKING ABOVE, TYP.
1-5/8" METAL SUPPORTS. REFER
TO MANUFACTURER NOTES
STAINLESS STEEL HSS
2x2x0.25 SUPPORT,
PAINTED BLACK
CEILING @ 12'-0" AFF
9.PROVIDE PREFABRICATED “L” AND ”T” SHAPED HORIZONTAL JOINT REINFORCING AT
WALL INTERSECTIONS.
3/8" PLASTIC EGG CRATE
CEILING, BLACK. REFER TO
MANUFACTURER NOTES
10.RUNNING BOND PATTERN SHALL BE USED FOR ALL MASONRY WORK UNLESS
OTHERWISE NOTED.
ATTACH RAIL TO DECK
w/ (4) 1/8" BOLTS
FINISH SCHEDULE
SUSPENDED LINEAR LIGHT - SEE
RCP FOR SIZE AND LOCATION
Name
EXISTING
CONCRETE SLAB
STORAGE
COURTSIDE CLUB
DRINK RAIL
101
100
Wall Finish Wall Finish Wall Finish Wall Finish
North
East
South
West
PT-1
GRAPHIC
PT-1
GRAPHIC
PT-1
OPEN
PT-1
OPEN
Ceiling Finish
12.ALL REINFORCING STEEL SHALL BE SUPPORTED AND FASTENED TO APPROVED
POSITIONERS LOCATED AT 192 BAR DIAMETERS MAXIMUM SPACING AND WITH A MINIMUM
OF TWO POSITIONERS PER GROUT POUR (ONE NEAR THE BOTTOM AND ONE NEAR THE
TOP) TO PREVENT DISPLACEMENT DURING THE PLACEMENT OF GROUT.
OPEN
2x2 EGG CRATE
CEILING CONNECTION DETAIL
3/4" = 1'-0"
EXISTING OFFICE
EXISTING DOCK DOOR
EXISTING MECHANICAL
EXISTING OFFICE
EXISTING OFFICE
4' - 0"
EXISTING CORRIDOR
4
2
1
TV TO BE PROVIDED BY OWNER
3
HATCH REPRESENTS EGG
CRATE MATERIAL OF CEILING
L2
LINE OF BULKHEAD ABOVE
12' - 0"
6' - 0"
ALIGN
L1
4
L1
A1.0a
CORRIDOR
EXISTING COLUMN TO REMAIN
EXISTING COLUMN TO REMAIN
2
Sim
9/17/2015 3:57:54 PM
NEW DRINK RAIL
STORAGE
101
572 SF
2' x 2' SYSTEM - EGG CRATE PANEL
12' - 0" A.F.F.
EXISTING DOCK
AREA
L1
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
EXISTING BULKHEAD @ 9'-6" AFF
20' - 0"
C:\Users\nschoeppner\Documents\Revit Local\CINTAS_CENTRAL-HOST_v14_nschoeppner.rvt
26' - 0"
A1.0a
L2
36' - 0"
COURTSIDE CLUB
100
973 SF
3
L1
EXISTING COLUMN TO REMAIN
TV TO BE PROVIDED BY OWNER
EXISTING COLUMN TO REMAIN
EXISTING DOCK DOOR
Xavier University
1624 Herald Avenue Cincinnati, OH 45207
EXISTING OFFICE
9' - 6"
EXISTING MECHANICAL
Cintas Center - Courtside Club
1 1/2" = 1'-0"
4' - 0"
3
A1.0a
4
A1.0a
Number
11.PROVIDE MOVEMENT (CONTROL AND EXPANSION) JOINTS IN WALLS WHERE INDICATED.
BOND BEAMS SHALL BE DISCONTINUOUS ACROSS MOVEMENT JOINTS UNLESS NOTED
OTHERWISE.
DATE
EXISTING CEILING
GRID TO REMAIN
08/05/2015
L2
ISSUED
FOR CONSTRUCTION
L1
1
1
L1
ALIGN
+/- 11'-0"
24' - 0"
6' - 0"
REVISION
---
1
NEW DRINK RAIL
A1.0a
NO. DATE
L1
-
3
18' - 0"
10' - 11 5/8"
48' - 0"
L2
EXISTING CORRIDOR
L1
PROJECT NO.
00000.00
DRAWING TITLE
COURTSIDE
CLUB DESIGN
1
A1.0a
COURTSIDE CLUB FLOOR PLAN
1/4" = 1'-0"
2
A1.0a
COURTSIDE CLUB RCP
1/4" = 1'-0"
A1.0a
GENERAL NOTES
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.
ST
O
EXIST 8"Ø CD
252 CFM
E
F
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.
E OF OH
I
O
DAVID
WAHOFF
E-59973
PR
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.
AT
SS
RE
G I S T ERED
I ON L
A
EN
R
2.
EE
UNLESS OTHERWISE NOTED, ALL DUCTWORK SHOWN IS NEW. REMOVE
ALL EXISTING DUCTWORK NOT USED IN FINAL ARRANGEMENT.
N
1.
G
I
DATE:
Motz Engineering
300 West 4th Street, Suite 300
Cincinnati, OH 45202-2666
T: 513.621.5400
F: 513.621.5407
MEP Design Security
Commissioning
Sustainable Design
Design/Build
EXIST 8"Ø CD
252 CFM
EXIST EHC-2
EXIST EHC-3
100 CFM
EXIST 8" X 4" DUCT
EXIST 12" X 8" DUCT
EXIST 16" X 8" DUCT
EXIST 31 34" X 13" DNTO
UNIT FCU-24
EXIST 18" X 14" DUCT
EXIST FLEX
EXIST 18" X 12" DUCT
DIM-LF-1A
OA-14"Ø
S8L4-175
M.D.
48X14 EGG CRATE R.G.
R-777 CFM
OA-14" Ø DN.
S8L4-200
M.D.
FCU-26
S8L4-200
S8L4-175
S-14"Ø
2' x 2' SYSTEM - EGG CRATE PANEL
12' - 0" A.F.F.
S-16"Ø
S-14"Ø
Xavier University
1624 Herald Avenue Cincinnati, OH 45207
Cintas Center - Courtside Club
EXIST 12" X 8"
S8L4-200
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
S8L4-175
DATE
09/22/15
ISSUED
FOR PERMIT
S-12"Ø
S8L4-200
8/14/2015 1:24:18 PM
C:\Users\lpetrakis\Documents\CINTAS_CENTRAL-HOST_v14_lpetrakis.rvt
S8L4-175
NO. DATE
REVISION
S8L4-100
PROJECT NO.
XU.2014.08
N
DRAWING TITLE
HVAC
FLOOR PLAN
FLOOR PLAN
SCALE: 1/4" = 1'-0"
W
E
S
M2.1
ST
E OF OH
I
O
F
SS
G I S T ERED
I ON L
A
EN
EE
RE
N
O
E
R
DAVID
WAHOFF
E-59973
PR
VENTILATION AIR SCHEDULE
AT
G
I
DATE:
Motz Engineering
300 West 4th Street, Suite 300
Cincinnati, OH 45202-2666
T: 513.621.5400
F: 513.621.5407
MEP Design Security
Commissioning
Sustainable Design
Design/Build
FAN COIL UNIT SCHEDULE
DETAIL - FAN COIL PIPING
TAP FROM BOTTOM OF DUCT
TAP FROM SIDE OF DUCT
DETAIL - OUTLET CONNECTION
SCALE: NOT TO SCALE
Xavier University
1624 Herald Avenue Cincinnati, OH 45207
LEGEND
Cintas Center - Courtside Club
NOT TO SCALE
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
DATE
8/14/2015 1:24:18 PM
C:\Users\lpetrakis\Documents\CINTAS_CENTRAL-HOST_v14_lpetrakis.rvt
09/22/15
ISSUED
FOR PERMIT
NO. DATE
REVISION
PROJECT NO.
XU.2014.08
DRAWING TITLE
HVAC
DETAILS
M5.1
GENERAL NOTES:
A.
ALL CONDUITS SHALL BE 3/4" UNLESS OTHERWISE NOTED.
HOMERUNS:
LESS THAN 50' - No. 12 CONDUCTOR
50' TO 100' - No. 10 CONDUCTOR
100' OR MORE - No. 8 CONDUCTOR
ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE LATEST
EDITIONS OF CODES AND STANDARDS AS FOLLOWS. ELECTRIC WORK
SHALL BE PERFORMED IN ACCORDANCE WITH NFPA NATIONAL
ELECTRIC CODE, NBS NATIONAL ELECTRIC SAFETY CODE, NFPA
STANDARDS. ELECTRIC MATERIALS SHALL BE U.L. LISTED AND COMPLY
WITH NEMA STANDARDS.
O
ALL BRANCH CIRCUIT WIRING IN CHANNELS, WIREWAYS, FIXTURES OR
CONDUITS SHALL BE TYPE THHN STRANDED AND FACTORY COLOR
CODED.
F.
CONDUIT CONCEALED ABOVE CEILINGS OR IN WALLS SHALL BE EMT
TYPE UNLESS OTHERWISE NOTED - SEE SPECS.
G.
THE ELECTRICAL 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.
H.
ELECTRIC CONTRACTOR SHALL BE LICENSED AND CERTIFIED IN THE
STATE OF OHIO.
I.
WHERE ANY NEW CONDUIT PASSES THROUGH EXISTING WALLS,
ELECTRIC CONTRACTOR SHALL PROVIDE ALL CUTTING, PATCHING OF
WALLS AND PROTECT OPENING WITH THROUGH-PENETRATION
FIRESTOP SYSTEM.
J.
THE CONTRACTOR SHALL EXERCISE ADEQUATE PROTECTIVE AND
SAFETY MEASURES FOR ALL PERSONS AND PROPERTY AND SHALL BE
RESPONSIBLE FOR ANY DAMAGES OR INJURIES ARISING FROM THE
EXECUTION OF THIS WORK.
E
F
E.
METAL CONDUITS, WIREWAYS, AND EQUIPMENT ENCLOSURES SHALL
NOT BE USED AS EQUIPMENT GROUND CONDUCTORS.
AT
E OF OH
I
O
DAVID
WAHOFF
E-59973
PR
D.
ST
SS
RE
G I S T ERED
I ON L
A
EN
R
C.
EE
ALL CONDUCTORS INCLUDING BRANCH CIRCUIT CONDUCTORS AND
CONTROL WIRING SHALL BE INDIVIDUALLY IDENTIFIED AT BOTH ENDS
AND AT EACH TERMINATION.
N
B.
G
I
DATE:
Motz Engineering
300 West 4th Street, Suite 300
Cincinnati, OH 45202-2666
T: 513.621.5400
F: 513.621.5407
MEP Design Security
Commissioning
Sustainable Design
Design/Build
SCOPE OF WORK
DIM-LF-1A
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)
2' x 2' SYSTEM - EGG CRATE PANEL
12' - 0" A.F.F.
LF-1A
(LP-A-41a)
LF-1A
(LP-A-41a)
Xavier University
1624 Herald Avenue Cincinnati, OH 45207
Cintas Center - Courtside Club
1. INSTALL 20 NEW LIGHT FIXTURES AND 2 NEW SWITCHES.
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
LF-1A
(LP-A-41b)
DATE
LF-1A
(LP-A-41b)
LF-1A
(LP-A-41b)
09/22/15
ISSUED
FOR PERMIT
8/14/2015 1:24:18 PM
C:\Users\lpetrakis\Documents\CINTAS_CENTRAL-HOST_v14_lpetrakis.rvt
DIM-LF-1B
LF-1A
(LP-A-41b)
LF-1A
(LP-A-41b)
NO. DATE
REVISION
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)
PROJECT NO.
XU.2014.08
N
FLOOR PLAN
SCALE: 1/4" = 1'-0"
W
DRAWING TITLE
E
S
ELECTRIC
LIGHTING
FLOOR PLAN
E2.1
GENERAL NOTES:
A.
ALL CONDUITS SHALL BE 3/4" UNLESS OTHERWISE NOTED.
HOMERUNS:
LESS THAN 50' - No. 12 CONDUCTOR
50' TO 100' - No. 10 CONDUCTOR
100' OR MORE - No. 8 CONDUCTOR
ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE LATEST
EDITIONS OF CODES AND STANDARDS AS FOLLOWS. ELECTRIC WORK
SHALL BE PERFORMED IN ACCORDANCE WITH NFPA NATIONAL
ELECTRIC CODE, NBS NATIONAL ELECTRIC SAFETY CODE, NFPA
STANDARDS. ELECTRIC MATERIALS SHALL BE U.L. LISTED AND COMPLY
WITH NEMA STANDARDS.
O
ALL BRANCH CIRCUIT WIRING IN CHANNELS, WIREWAYS, FIXTURES OR
CONDUITS SHALL BE TYPE THHN STRANDED AND FACTORY COLOR
CODED.
F.
CONDUIT CONCEALED ABOVE CEILINGS OR IN WALLS SHALL BE EMT
TYPE UNLESS OTHERWISE NOTED - SEE SPECS.
G.
THE ELECTRICAL 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.
H.
ELECTRIC CONTRACTOR SHALL BE LICENSED AND CERTIFIED IN THE
STATE OF OHIO.
I.
WHERE ANY NEW CONDUIT PASSES THROUGH EXISTING WALLS,
ELECTRIC CONTRACTOR SHALL PROVIDE ALL CUTTING, PATCHING OF
WALLS AND PROTECT OPENING WITH THROUGH-PENETRATION
FIRESTOP SYSTEM.
J.
THE CONTRACTOR SHALL EXERCISE ADEQUATE PROTECTIVE AND
SAFETY MEASURES FOR ALL PERSONS AND PROPERTY AND SHALL BE
RESPONSIBLE FOR ANY DAMAGES OR INJURIES ARISING FROM THE
EXECUTION OF THIS WORK.
E
F
E.
METAL CONDUITS, WIREWAYS, AND EQUIPMENT ENCLOSURES SHALL
NOT BE USED AS EQUIPMENT GROUND CONDUCTORS.
AT
E OF OH
I
O
DAVID
WAHOFF
E-59973
PR
D.
ST
SS
RE
G I S T ERED
I ON L
A
EN
R
C.
EE
ALL CONDUCTORS INCLUDING BRANCH CIRCUIT CONDUCTORS AND
CONTROL WIRING SHALL BE INDIVIDUALLY IDENTIFIED AT BOTH ENDS
AND AT EACH TERMINATION.
N
B.
G
I
DATE:
Motz Engineering
300 West 4th Street, Suite 300
Cincinnati, OH 45202-2666
T: 513.621.5400
F: 513.621.5407
MEP Design Security
Commissioning
Sustainable Design
Design/Build
SCOPE OF WORK
D
TV 96" AFF
(RP-A-20)
(RP-A-20)
2
1
3
D
TV 96" AFF
(RP-A-26)
PROVIDE NEW 208V, 1PH CONNECTION
TO NEW FCU-26 FED FROM EXISTING
PANEL RP-A.
12' - 0"
6' - 0"
(RP-A-26)
FCU-26
(RP-A-22,24)
2
36' - 0"
MAKE CONNECTION TO EXISTING
FIRE ALARM CONTROL PANEL.
COURTSIDE CLUB
100
973 SF
STORAGE
101
572 SF
26' - 0"
(RP-A-26)
(RP-A-26)
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
20' - 0"
D
TV 96" AFF
(RP-A-26)
Xavier University
1624 Herald Avenue Cincinnati, OH 45207
4
4D
(RP-A-20)
D
TV 96" AFF
(RP-A-20)
(RP-A-20)
4' - 0"
4' - 0"
9' - 6"
2.
INSTALL96 NEW DUPLEX OUTLETS, 4 NEW DATA JACKS FOR TVS, 1
QUAD OUTLET WITH 4 DATA FOR MOBILE BAR USE, AND 1 HORN
STROBE.
EXTEND POWER FROM EXISTING PANEL RP-A TO SERVE NEW FCU-26.
Cintas Center - Courtside Club
1.
DATE
1
09/22/15
1
ISSUED
FOR PERMIT
8/14/2015 1:24:18 PM
NO. DATE
+/- 11'-0"
24' - 0"
6' - 0"
REVISION
18' - 0"
48' - 0"
10' - 11 5/8"
C:\Users\lpetrakis\Documents\CINTAS_CENTRAL-HOST_v14_lpetrakis.rvt
1
PROJECT NO.
XU.2014.08
N
FLOOR PLAN
SCALE: 1/4" = 1'-0"
W
DRAWING TITLE
E
S
ELECTRIC
POWER
FLOOR PLAN
E3.1
LUMINAIRE SCHEDULE
SYMBOL
DESIGNATION
MANUFACTURER
MODEL NO.
NOMINAL
DIMENSIONS W X L
LAMP/
BULB
TYPE
CONFIGURATION
LAMPS
WATTS
LCS4-35HL-EDU-GLR-CSWG4
4" x 48" x 2"HIGH
LED
SUSPENDED
3500K
55W
MANUFACTURER
LF-1A
COLUMBIA LIGHTING
LEGEND
LENS/
REFLECTOR
SYMBOL
DESCRIPTION
WIREGUARD
DESCRIPTION
LIGHT FIXTURE - NEW
LED STRIPLIGHT
GROUNDING TYPE DUPLEX RECEPTACLE - WALL MOUNTED
DATA RECEPTACLE WALL MOUNTED - NUMBER INDICATES NO. OF DATA JACKS
75cd
SHADED LUMINAIRES INDICATE NIGHT LIGHTS, FED FROM A CENTRAL INVERTER FOR EMERGENCY
ST
FIRE ALARM HORN/STROBE - 75cd INDICATES CANDELA RATING
ELECTRIC PANEL
EVLA-L
CIRCUIT No. 27 TO PANEL EVLA-L
PR
(EVLA-L-27)
O
S3W-EVLA-R1-17a
SINGLE-GANG
SWITCH
DOUBLE-GANG
SWITCH
E
F
SINGLE POLE SWITCH - PANEL EVLA-L - CIRCUIT 27a
S-EVLA-L-27a
THREE WAY SWITCH - PANEL EVLA-R1 - CIRCUIT 17a
E OF OH
I
O
DAVID
WAHOFF
E-59973
NOT TO SCALE
N.T.S.
AT
SS
RE
G I S T ERED
I ON L
A
EN
R
DIM - 0-10VDC DIMMING
EE
2D
LED- LIGHT EMITTING DIODE
N
LEGEND:
G
I
DATE:
THREE-GANG, TWO
SWITCHES, ONE DIMMER
Motz Engineering
300 West 4th Street, Suite 300
Cincinnati, OH 45202-2666
T: 513.621.5400
F: 513.621.5407
MEP Design Security
Commissioning
USB CHARGING
DUPLEX
RECEPTACLE
DUPLEX
RECEPTACLE
DOUBLE
DUPLEX
RECEPTACLE
Sustainable Design
Design/Build
DOUBLE-GANG, ONE SWITCH
ONE DUPLEX RECEPTACLE.
NOTE: WHERE PRACTICAL, ALIGN SWITCHES AND RECEPTACLES.
TYPICAL RECEPTACLE AND SWITCH PLATE DETAIL
NOT TO SCALE
EXISTING PANEL No. LP-A
ACC
CCT
LTG - 01A05, 6, 7, 10, 25
AMP
20
POLE
1
NO
1
LTG - 01A04, 20, 21, 23
20
1
3
LTG - 01A24 HID
20
1
5
LTG - 01A24 HID
20
1
7
LTG - 01B02, 3, 4, 5, 6
20
1
9
TERM. BOX B15-6 (01A05)
20
1
11
PEC
20
1
13
AMPERE
A
3.7
4.0
15
3
UH-1 (01A24)
15
3
FCU-24 (01A24)
20
3
UH-2 (01A24)
15
3
LTG - 01A01, 2
20
1
39
LTG - COURTSIDE CLUB
20
1
41
1
20
10
1
20
3
14
1.7
2.0
20
16
1.7
2.0
1
20
1
POLE
1
NO
1
RECP
20
1
3
RECP
20
1
5
RECP - OFFICE/COMMISSARY
20
1
7
RECP - FIRE COMMAND
20
1
9
RECP - CONTROL ROOM
20
1
11
RECP - GREEN ROOM
20
1
13
RECP - T.R. 01A30, 31
20
1
15
RECP - LOUNGE (01A60)
20
1
17
SPARE
20
1
19
CP-3 (1/12 HP)
20
1
21
EWC - 01A04
20
1
23
SUMP PUMP - ELEV PIT #1
20
1
25
LTG/RECP - ELEV PIT #1
20
1
27
LTG/RECP - ELEV PIT #2
20
1
29
SUMP PUMP - ELEV PIT #2
20
1
31
RECIRC PUMPS
20
1
33
SPARE
20
1
35
SPARE
20
1
37
SPARE
20
1
39
SEAT LIGHTS
20
1
41
A
0.9
1.2
B
20
1.7
2.7
15
3
0.7
0.7
0.9
1.3
0.7
0.9
0.9
0.9
0.0
1.1
0.2
41
26
3.5
2.0
15
3
TERM. BOX CVB17-6 (01A53)
30
3.5
1.7
20
1
TERM. BOXES B12-6, B21-6, B27-6
32
2.5
1.7
34
2.5
2.4
15
3
0.5
0.0
0.5
0.0
1.0
0.0
0.5
0.0
TERM. BOX CVB22-6 (01A06)
0.0
0.0
36
2.5
1.7
38
0.7
2.4
40
4.0
1.7
42
15
3
0.0
0.0
0.0
0.0
TERM. BOX B13-6 (01A06)
MAINS :
225 AMP M.L.O.
25% OF CONTINUOUS LOAD
9.03
8.08
9.73
VOLTAGE RATING :
480Y/277V, 3PH, 4W
0
0
0
SHORT CIRCUIT RATING :
42,000 AMPS AIC
1.0
1.0
1.0
PANEL MOUNTING :
SURFACE
-
-
-
FEEDER SIZE :
(4) #2/0 CU
45.13
40.38
48.63
MAIN O. C. P. D. :
175A CB IN PP-1
SUBTOTAL : CONTINUOUS LOAD
3
SEAT MOTORS (4)
8
20
1
PRACTICE GYM RECEPTACLES
10
20
1
PRACTICE GYM RECEPTACLES
12
20
1
PRACTICE GYM RECEPTACLES
14
20
1
PRACTICE GYM RECEPTACLES
16
20
1
PRACTICE GYM CLG FANS
18
20
1
PRACTICE GYM CLG FANS
20
20
1
COURTSIDE CLUB RECP NORTH WALL
100
2
FCU-26
26
20
1
COURTSIDE CLUB RECP EAST WALL
28
20
1
SPARE
30
20
1
SPARE
32
20
1
SPARE
34
20
1
SPARE
36
20
1
SPARE
38
20
1
SPACE
40
20
1
SPACE
0.5
0.0
42
20
1
SPACE
7.0
45.9
47.4
MAINS :
150 AMP
1.75
11.5
11.9
VOLTAGE RATING :
208Y/120V, 3PH, 4W
NON-CONTINUOUS LOAD
2.0
1.2
1.2
SHORT CIRCUIT RATING :
10,000 AMPS AIC
DEMAND FACTOR
1.9
1.0
1.0
PANEL MOUNTING :
SURFACE
-
-
-
FEEDER SIZE :
(4) #1/0 CU
10.7
58.6
60.5
MAIN O. C. P. D. :
150A MCB
25% OF CONTINUOUS LOAD
DERATED NON-CONTINUOUS LOAD
TOTAL NEC LOAD
PANEL LOAD SUMMARY
EXISTING MAXIMUM kW DEMAND PER UTILITY =
103.3 kW
EXISTING LOADS BEING REMOVED =
0 kW
EXISTING MAXIMUM kW DEMAND PER UTILITY =
20.7 kW
EXISTING LOADS BEING REMOVED =
0 kW
NEW LOADS BEING ADDED =
4.2 kW
NEW LOADS BEING ADDED =
30.24 kW
TOTAL LOAD BEING INCREASED BY =
4.2 kW
TOTAL LOAD BEING INCREASED BY =
30.24 kW
NEW TOTAL EXISTING AND NEW LOADS ON EXISTING SERVICE = 103.3 kW +4.2 kW =
107.5 kW
New Calculated load =
EXISTING 225A, 480Y/277V,3PH,4W SERVICE AND EQUIPMENT ARE ADEQUATE FOR NEW LOADS
129.4 Amps
ACC
24
1.0
.9
28
3.5
2.7
20
22
1.0
41
24
2.4
2.0
POLE
6
0.9
0.5
EC-1 (T.R. , QUAD A)
CIRCUIT DESCRIPTION
AMP
4
0.9
0.7
22
1.7
2.7
NO
0.7
1.2
CUH-1 (2 IN 01A02)
TERM. BOX CVB16-6 (01A63)
C
C/B
2
LTG - QUAD A SOUTHEAST
EHC-2 (01A20), EHC-3 (01A21)
CCT
0.7
1.2
18
2.4
2.0
PANEL LOAD SUMMARY
C:\Users\lpetrakis\Documents\CINTAS_CENTRAL-HOST_v14_lpetrakis.rvt
AMP
20
AMPERE
LTG - QUAD A NORTHEAST
38.9
TOTAL NEC LOAD
CCT
LTG - QUAD A WEST
32.3
DERATED NON-CONTINUOUS LOAD
C/B
ACC
36.1
DEMAND FACTOR
8/14/2015 1:24:18 PM
ACC
SUBTOTAL : CONTINUOUS LOAD
NON-CONTINUOUS LOAD
CIRCUIT DESCRIPTION
12
0.2
4.0
35
37
CIRCUIT DESCRIPTION
8
4.6
3.4
33
1
20
6
1.9
3.3
29
31
POLE
20
4
2.7
3.3
27
AMP
2
23
25
NO
3.6
2.4
21
C/B
RECP - CORR
17
19
C
2.6
3.6
15
TERM. BOX B14-6 (01A10)
B
CCT
NEW TOTAL EXISTING AND NEW LOADS ON EXISTING SERVICE = 20.7 kW +30.24 kW =
New Calculated load =
Xavier University
1624 Herald Avenue Cincinnati, OH 45207
C/B
Cintas Center - Courtside Club
CIRCUIT DESCRIPTION
EXISTING PANEL No. RP-A
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
DATE
09/22/15
ISSUED
FOR PERMIT
50.94 kW
141.5 Amps
EXISTING 150A, 208Y/120V,3PH,4W SERVICE AND EQUIPMENT ARE ADEQUATE FOR NEW LOADS
NO. DATE
REVISION
PROJECT NO.
XU.2014.08
DRAWING TITLE
ELECTRIC
DETAILS
E5.1
ST
AT
E OF OH
I
O
F
SS
RE
G I S T ERED
I ON L
A
EN
R
EE
O
E
N
PR
DAVID
WAHOFF
E-59973
G
I
DATE:
Motz Engineering
300 West 4th Street, Suite 300
Cincinnati, OH 45202-2666
T: 513.621.5400
F: 513.621.5407
Sustainable Design
Design/Build
Xavier University
1624 Herald Avenue Cincinnati, OH 45207
WORK FOR THIS PROJECT
Cintas Center - Courtside Club
MEP Design Security
Commissioning
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
DATE
8/14/2015 1:24:18 PM
C:\Users\lpetrakis\Documents\CINTAS_CENTRAL-HOST_v14_lpetrakis.rvt
09/22/15
NO. DATE
ISSUED
FOR PERMIT
REVISION
PROJECT NO.
XU.2014.08
DRAWING TITLE
ELECTRIC
DETAILS
E5.2