Cintas Center SAASS Interior Renovation
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
MICHAEL N. SCHUSTER
#7088
EXP. DATE: 12/31/2015
ARCHITECT:
MEP ENGINEER:
XAVIER UNIVERSITY
3800 VICTORY PARKWAY
CINCINNATI, OH 45207
(T): 513-745-3000
MSA ARCHITECTS
316 W. FOURTH STREET
6TH FLOOR
CINCINNATI, OH 45202
(T): 513 241-5666
www.msaarch.com
MOTZ ENGINEERING
316 W. FOURTH STREET
CINCINNATI, OH 45202
(T): 513-621-5400
SHEET INDEX
SHEET NO.
AREA OF RENOVATION:
APPROX. 6050 SF
EXIT #3
COVER SHEET
ARCHITECTURAL STANDARDS
ARCHITECTURAL SPECIFICATIONS
ARCHITECTURAL SPECIFICATIONS
FE
FE
H
GENERAL
G0.0
G0.1
G0.2
G0.3
SHEET NAME
STUDY
C7
H
C7
1
FE
H
C7
C7 T6 C7
C7
S
C7
FE
96 SF
WOMEN'S
C7
T6
1
FE
C4
C2
C2
C4
T1
C4
T2
C4
C2
C2
C4
C4
C4
FE
C4
CIRCULATION STUDY
C2
C2
T2
T2
C2
C2
C4
T1
C4
C4
T1
C4
C2
C2
C3
C2
C2
C3
T3
C3
C3
C3
C3
89 SF
T3
C3
C3
C4
T1
C2
C2
C4
T2
C2
C4
C4
ARCHITECTURE
A1.0
MEZZANINE LEVEL DEMO PLANS
A2.0
MEZZANINE LEVEL CONSTRUCTION PLAN
A3.1
INTERIOR ELEVATIONS
A5.0
BUILDING DETAILS
A6.1
PARTITION TYPES
A9.0
FINISH PLAN AND SCHEDULE
A9.1
FURNITURE PLAN (FOR REFERENCE ONLY)
C2
C4
C4
T1
ELEV
MEN'S
C4
C2
C2
C4
C4
C4
T1
T2
C2
C2
C4
C4
FIRE PROTECTION
FP2.1
FIRE PROTECTION MEZZANINE LEVEL FLOOR PLAN
MP-1
C7
C1
C1
T5
WS-2
MP-1
C7
C5
C7
C5
C5
WS-1A
C5
WS-1B
T5
C1
C6
T4
EXIT #2
C6
C1
T5
C4
C5
C5
WS-1A
C5
WS-1B
T1
C4
C7
C7
C5
T5
C1
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C1
C1
T6
T6
C1
C1
C1
C1 T6
C1
PLUMBING
P2.1
PLUMBING MEZZANINE LEVEL FLOOR PLAN
T6 C1
C1
C1
STAIR #2
MECHANICAL
M2.1
MECHANICAL MEZZANINE LEVEL FLOOR PLAN
M5.1
MECHANICAL DETAILS
ELECTRICAL
E2.1
E2.2
E3.1
E4.1
137' TRAVEL
DISTANCE
CLASSROOM
977 SF
49
E5.1
E5.2
CLASSROOM
1015 SF
51
2
G0.0
PRE-FUNCTION
ELECTRIC LIGHTING MEZZANINE LEVEL FLOOR PLAN
ELECTIRC LIGHTING ELEVATIONS
ELECTRIC POWER MEZZANINE LEVEL FLOOR PLAN
ELECTRIC SYSTEMS / DATA MEZZANINE LEVEL FLOOR
PLAN
ELECTRIC DETAILS
ELECTRIC DETAILS
KEY PLAN
MEZZANINE LEVEL
1" = 80'-0"
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
OWNER:
Cintas Center SAASS Interior Renovation
ISSUED FOR CONSTRUCTION - 06/12/2015
2949 SF
CLASSROOM
.
DATE
.
ISSUED
05/29/2015
06/12/2015
FOR PERMIT
FOR CONSTRUCTION
943 SF 48
CLASSROOM
774 SF
39
OFFICE
CODE NOTES
569 SF
APPLICABLE BUILDING CODE:
OHIO BUILDING CODE, 2011
USE CLASSIFICATION (BUILDING) - NO CHANGE:
A-4 ASSEMBLY (ARENA)
A-3 ASSEMBLY (PRACTIC GYMNASIUM, TRAINING ROOMS,
BANQUET AND DINING HALLS)
B
BUSINESS (OFFICES, KITCHEN)
S-1 MODERATE HAZARD STORAGE (STORAGE ROOMS,
COMMISSARY, AND STAGING AREAS)
MIXED USE OPTION:
SECTION 313.1.1
NON-SEPARATED USE GROUPS
HEIGHT AND AREA LIMITATIONS:
ALLOWABLE HEIGHT:
ACTUAL HEIGHT:
6
OFFICE
CORRIDOR
PROJECT SCOPE:
THIS PROJECT INVOLVES THE RENOVATION OF ROUGHLY 6,050 SF
OF THE MEZZANINE LEVEL OF THE CINTAS CENTER ON XAVIER
UNIVERSITY'S CAMPUS . THIS PROJECT CONSISTS OF NEW
FINISHES, LIGHTING AND MINOR PARTITION CONSTRUCTION.
THERE WILL BE NO CHANGE IN OCCUPANCY OR CONSTRUCTION
TYPE WITH THIS RENOVATION.
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
250 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
UNLIMITED (NO CHANGE)
296,200 SF (NO CHANGE)
TOTAL OCCUPANTS:
438 (PER OBC TABLE 1004.1.1)
OFFICE
101 SF
105 SF
COMPUTER ROOM
470 SF
2
VICINITY PLAN
NO. DATE
REVISION
ELECTRICAL
EXIT #1
24
2
2
PROJECT LOCATION:
CINTAS CENTER
XAVIER UNIVERSITY
1624 HERALD AVENUE
CINCINNATI, OH 45207
13
CONFERENCE
192 SF
* INDICATES OVER 15' IN HEIGHT
PROJECT NO.
15136.00
DRAWING TITLE
BULIDING IS FULLY SPRINKLERED WITH THE EXCEPTION OF THE ARENA ROOF OVER
THE SEATING BOWL WHERE FIRE SPRINKLERS ARE NOT REQUIRED.
STORAGE
169 SF
UNLIMITED (NO CHANGE)
4 STORIES, 100 +/- FEET
ABOVE LOWEST STREET
LEVEL (NO CHANGE)
ALLOWABLE AREA:
ACTUAL AREA:
114 SF
OFFICE
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)
2
109 SF
RECEPTION
CONSTRUCTION CLASSIFICATION:
ACTUAL CONSTRUCTION TYPE:
TYPE 1B
6/12/2015 10:03:03 AM
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
150' TRAVEL
DISTANCE
C:\Users\lpetrakis\Documents\CINTAS-SAASS_CENTRAL_v14_lpetrakis.rvt
197
3
G0.0
LIFE SAFETY PLAN
MEZZANINE LEVEL
1/16" = 1'-0"
1
COVER SHEET
G0.0
ARCHITECTURAL ABBREVIATIONS
SYMBOLS
A
ACP
ADA
39" - 41"
100'-4"
101
1
1
SHEET NUMBER OF ELEVATION
A101
Ref
Ref
A101 1
1
1 Ref
INTERIOR ELEVATION REFERENCE
EXTERIOR ELEVATION REFERENCE
TITLEMARK
VIEW NAME
1
A101 1/8" = 1'-0"
27"
15" MAX.
15" MAX.
HANDLE ON
ACCESS SIDE
4" MAX.
30" MIN.
SECTION REFERENCE
SECTION NUMBER
SHEET NUMBER OF SECTION
12"
1
A1.1
20 1/2"
15"
27"
52" MAX.
29"
CHANGING SURFACE
27"
KNEE SPACE
DETAIL REFERENCE
17"
MAX.
44"
MAX. TO VALVE
17"
MAX.
44 1/2" MAX.
24"
17" TO
19"
36"
48" MAX.
38" MAX.
48" MAX.
CONTROL
AREA
CONTROL AREA
SIM
A1.1
13 1/2"
MIN.
38" MAX.
3" - 6"
1
33" - 36"
48" MAX.
38" MIN.
CONTROL
AREA
18" MIN.
15"
MIN.
SIM
DETAIL NUMBER
SHEET NUMBER OF DETAIL
36"
FLOOR OPENING
TRANSFER TYPE SHOWER
COMPARTMENT
CONTROL LOCATION
STANDARD ROLL-IN-TYPE
SHOWER COMPARTMENT
CONTROL LOCATION
STANDARD ROLL-IN-TYPE
SHOWER COMPARTMENT WITH SEAT
CONTROL LOCATION
URINALS; - STANDARD AND
ADA MOUNTING HEIGHTS
ADA COMPLYING URINAL
ADA COMPLYING FOLDING
DIAPER CHANGING DECK
STANDARD MOUNTING HEIGHT
NON-ADA WATER CLOSET, FOLDING
CHILD PROTECTION SEAT AND
TOILET PAPER DISPENSER
STANDARD MOUNTING HEIGHTS
0
COLUMN CENTERLINE
REVISION
1
TOWEL
LEADER LINE
6"
MAX.
ADA COMPLYING WATER COOLERS
FRONT OR SIDE APPROACH, SURFACE
60"
A
PARTITION TAG
NORTH ARROW
ROBE
HOOK
SMALL
PAPER TOWEL
DISPENSER
LARGE PAPER
TOWEL DISPENSER
AND RECEPTACLE
PAPER TOWEL
DISPENSER/
RECEPTACLE
ELECTRIC
HAND DRYER
SANITARY NAPKIN
DISPENSER AND
RECEPTACLE
ADA
FULL LENGTH
MIRROR
TOWEL
BAR
COAT
RACK
PARTITION WALL MODIFICATION
44"
40"
1
01B
WHEEL CHAIR
ACCESSIBLE
ADA COMPLYING WATER COOLERS
SOAP
SIDE APPROACH, RECESSED
DISPENSER
FIRE ASSEMBLY RATING /HOURS)
OR SMOKE PARTITION REQUERIMENTS
PARTITION CONFIGURATION
PARTITION TYPE
40" MIN. - 48" MAX
ADA COAT RACK
60"
74" MIN.
48"
30"
48"
48"
48"
30"
48"
48"
41"
36"
LOW SPOUT HEIGHT
40"
HIGH SPOUT HEIGHT
36"
LOW SPOUT HEIGHT
40"
HIGH SPOUT HEIGHT
15"
MAX.
9"
MIN.
27"
MIN.
5" MAX.
MOP
RACK
FIRE
EXTINGUISHER
CABINET
?
DRAWING NOTE
FIRE
EXTINGUISHER
BRACKET
HVC
HVEC
I
ID
IN
INSUL
INT
INV
L
L
L/P
LAV
LBS
LF
LL
LLH
LLV
M
MATL
MAX
MDF
MDO
MECH
MFR
MH
MIN
MISC
MO
MTD
MTL
N
N
NIC
NO. / #
NOM
NRC
NTS
O
OC
OD
OFCI
DEEP
DEMOLITION
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIMENSION
DOWN
DOWNSPOUT
DUMBWAITER
DRAWING
EAST
EACH FACE
EACH WAY
EACH
EXTERIOR FINISH SYSTEM
END GUARD
EXTERIOR INSULATION AND FINISH SYSEM
EXPANSION JOINT
ELEVATION
ELECTRIC
ELEVATOR
EQUAL
EQUIPMENT
ELECTRIC WATER COOLER
EXISTING
EXPOSED
EXPANSION
EXISTING
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.
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.
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.
6/12/2015 10:03:09 AM
C:\Users\lpetrakis\Documents\CINTAS-SAASS_CENTRAL_v14_lpetrakis.rvt
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.
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.
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.
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.
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.
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.
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.
TEMPORARY SERVICES
TEMPORARY TELEPHONE SERVICE SHALL BE THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR.
THE CONTRACTOR SHALL PROVIDE CHEMICAL TOILETS IN SUFFICIENT NUMBERS FOR USE
BY ALL CONTRACTORS ON THE JOB. THE TENANT’S/OWNER’S NEW TOILET ROOMS MAY BE
USED BY CONTRACTORS WHEN THE TOILET FACILITIES ARE FULLY FUNCTIONAL. THE
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE TOILET ROOMS
ARE KEPT CLEANED AND STOCKED AND SHALL BE RESPONSIBLE FOR REPAIR OF ANY
DAMAGE PRIOR TO TURNING OVER TO THE TENANT/OWNER.
TEMPORARY HEAT DURING THE CONSTRUCTION PERIOD, IF REQUIRED, SHALL BE
FURNISHED BY THE GENERAL CONTRACTOR UNTIL SUCH TIME THAT THE NEW HVAC SYSTEM
IS CAPABLE OF PROVIDING THE REQUIRED TEMPERATURES.
THE BUILDING WATER SYSTEM MAY BE USED FOR TEMPORARY WATER.
THE EXISTING TENANT/OWNER POWER MAY BE USED FOR TEMPORARY ELECTRIC POWER.
THE CONTRACTOR SHALL MAINTAIN A FIELD OFFICE ON SITE AND SHALL KEEP ON SITE AT
LEAST (1) SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS AND SHOP DRAWINGS IN
GOOD ORDER AND CONDITION.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL OF ALL
CONSTRUCTION WASTE MATERIAL. A TEMPORARY DUMPSTER MAY BE SET IN A LOCATION
APPROVED BY THE TENANT AND THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR
HIS/HER OWN DUMPSTER AND DUMPSTER PERMIT AND SHALL COORDINATE THE LOCATION
OF THE DUMPSTER WITH THE TENANT AND THE OWNER.
MATERIAL
MAXIMUM
MEDIUM DENSITY FIBERBOARD
MEDIUM DENSITY OVERLAY
MECHANICAL
MANUFACTURER
MANHOLE
MINIMUM / MINUTES
MISCELLANEOUS
MASONRY OPENING
MOUNTED
METAL
NORTH
NOT IN CONTRACT
NUMBER
NOMINAL
NOISE REDUCTION COEFFICIENT
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OWNER FURNISHED AND CONTRACTOR
INSTALLED
OWNER FURNISHED AND OWNER
INSTALLED
OBSECURED GLASS
OVERHEAD
OPPSITE HAND
OGL
OH
OPP
FLOOR DRAIN / FIRE DAMPER
FIRE EXTINGUISHER
FIRE EXTINGUISHER AND WALL BRACKET
SOUTH
SANITARY SEWER
SOLID CORE WOOD
SECTION
SQUARE FEET
SHEET
SIMILAR
SPACES
SPECIFICATION
SQUARE
STAINLESS STEEL
SOUND TRANSMISSION COEFFICIENT
STANDARD
STEEL
STORAGE
STORM SEWER
SUSPENDED
SHEET VINYL
SHEET VINYL INTEGRAL COVE BASE
SYMMETRICAL
TONGUE AND GROOVE
TOP OF
TOP OF MASONRY
TOP OF STEEL
TOP OF WALL
THROUGH
TREAD
TERRAZZO
TUBE STEEL
TYPICAL
UNDERCOUNTER
UNLESS NOTED OTHERWISE
VINYL COMPOSITION TILE
VERTICAL
VESTIBULE
VERIFY IN FIELD
VINYL TILE
VINYL WALL COVERING
WEST
WITH
WITHOUT
WORKING POINT
WOOD BASE
WATER CLOSET
WOOD
WATER
WELDED WIRE FABRIC
MATERIALS
SITEWORK
CONTRACTOR SHALL RESTORE DISTURBED AREAS TO ORIGINAL CONDITIONS AT THE
COMPLETION OF WORK. PROTECT FROM DAMAGE FOR THE ENTIRE DURATION OF
CONSTRUCTION EXISTING TREES TO REMAIN.
CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVEGROUND AND BELOW GROUND
UTILITIES AND SHALL PROTECT AND SUPPORT THEM AS REQUIRED.
CLEAR AND GRUB AREAS AFFECTED BY NEW CONSTRUCTION AND GRADING. SOIL UNDER
PORTIONS OF NEW BUILDING SHALL BE POISONED AGAINST INSECTS TO MEET A FIVE YEAR
TEST OR AS OTHERWISE REQUIRED BY CODE.
RE-GRADE AROUND STRUCTURES TO DRAIN AWAY FROM BUILDING. COORDINATE IN FIELD
WITH ARCHITECT.
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.
FINISH WOOD
CONCRETE MASONRY UNIT
PLYWOOD
REINFORCING BARS
GRANULAR FILL
EARTH
INSULATION - BLANKET
FACE BRICK
INSULATION - RIGID
FACE BRICK W/ CONCRETE MASONRY BACK-UP
METAL - STEEL
STONE
METAL - ALUMINUM
CONTINUOUS WOOD BLOCKING
GYPSUM BOARD
DIMENSIONING NOTES
1.
2.
3.
4.
5.
6.
7.
MICHAEL N. SCHUSTER
#7088
EXP. DATE: 12/31/2015
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
NON-CONTINUOUS WOOD BLOCKING OR SHIM
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.
CONCRETE
.
DATE
.
ISSUED
05/29/2015
06/12/2015
FOR PERMIT
FOR CONSTRUCTION
DIMENSIONS ARE TO COMMON REFERENCE OF EXTERIOR FACE, OR TO COLUMNS LINES.
SLASHES HAVE BEEN USED IN LIEU OF ARROWHEADS, DOTS WAY BE USED IN VERY TIGHT CONDITIONS.
DIMENSIONS TO ACTUAL SIZE (1/8" ACC.). DIMENSIONS ARE TO ONE SIDE OF WALL ONLY, PARTITION TYPE WILL INDICATE WALL THICKNESS
WHERE SPACES PERMITS, DIMENSIONS LINES EXTENDED THRU ENTIRE PLAN.
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ARCHITECT.
IN CASE OF DISCREPANCIES BETWEEN SCALE DIMENSIONS AND FIGURES, THE FIGURES GOVERN.
LARGE SCALE DRAWINGS COVERN OVER SMALL SCALE DRAWINGS.
NO. DATE
1
REVISION
01B
A
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.
CUT EXISTING CONSTRUCTION TO INSTALL OR PERFORM NEW WORK. PATCH TO FIT
MATERIALS AND RESTORE STRUCTURES/SURFACES TO ORIGINAL CONDITION. AT THE
CONTRACTOR'S OPTION, EITHER LAMINATE 1/4" DRYWALL OR SKIM COAT (OR A
COMBINATION OF THE TWO) EXISTING WALL SURFACES AT AREAS OF DEMOLITION. PATCH
ALL WALL HOLES REMAINING AFTER DEMOLITION.
101
1 Ref
1
01B
THIS IS A NOTE
A
1
101
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.
LONG
LOW POINT
LAVATORY
POUNDS
LINEAL FOOT
LIVE LOAD #
LONG LEG HORIZONTAL
LONG LEG VERTICAL
OFOI
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.
INSIDE DIAMETER
INCH
INSULATION
INTERIOR
INVERT
RADIUS / RISER
RIGHT OF WAY
RESILENT BASE
RESILENT COVE BASE
ROOF DRAIN
REFERENCE
REINFORCEMENT
REQUIRED
REFLECTIVE GLAS
ROOM
ROUGH OPENING
RESTROOM
RESILENT STRAIGHT BASE
RESILIENT SHEET FLOORING
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
27"
CATCH BASIN
CEMENT BACKER BOARD
CORNER GUARD
CERAMIC FLOOR TILE
CLEAR GLASS
CONTROL JOINT
CENTERLINE
CEILING
CONCRETE MASONRY UNIT
CLEANOUT
COLUMN
CONCRETE
CONSTRUCTION
CONSTRUCTION JOINT
CONTIUOUS
CARPET
CARPET TILE
CERAMIC TILE
CLEAR TEMPERED GLASS
CONTRACTOR
CABINET UNIT HEATER
HIGH
HIGH POINT
HOSE BIB
HARDWARE
HOLLOW METAL
HOUR
HEIGHT
HEATING, VENTILATING & AIR
CONDITIONING
HOSE VALVE CABINET
HOSE VALVE AND EXTINGUISHER CABINET
QUARRY TILE
DO NOT CUT AND PATCH OPERATING ELEMENTS OR SAFETY RELATED COMPONENTS IN
MANNER THAT INCREASES MAINTENANCE REQUIREMENTS, DECREASES FUNCTIONAL
PERFORMANCE OR DECREASES LIFE SAFETY. BYPASS OR SHUT OFF UTILITIES PRIOR TO
CUTTING.
OBTAIN OWNER'S APPROVAL PRIOR TO CUTTING STRUCTURAL ELEMENTS. DO NOT CUT IN
MANNER THAT REDUCES LOAD CARRYING CAPACITY OR LOAD DEFLECTION RATIO.
A101
1 Ref
Room name
Room name
Room name
101
101
101
1
1
14' - 6 3/4"
WATER CLOSET, GARB BAR AND
TOILET PAPER DISPENSER; - ADA
COMPLYING MOUNTING HEIGHTS
BATHTUB WITH REMOVABLE
IN-TUB SEAT,GRAB BARS
- ADA COMPLIANT
MOUNTING HEIGHTS
1 Ref
BOTTOM OF
BENCH MARK
BOTH SIDES
BOTH WAYS
BOARD
BUILDING
BLOCKING
BID PACKAGE
BEARING
BASEMENT
GAS
GAUGE / GAGE
GALVANIZED
GENERAL CONTRACTOR
GROUND FAULT CIRCUI INTERRUPTER
GLASS
GLASS MASONRY UNIT
GRADE
GYPSUM
GYPSUM BOARD
Ref
LAVATORY, GRAB BAR, MIRROR AND WATER CLOSET;
ADA COMPLYING MOUNTING HEIGHTS.
BATHTUB WITH PERMANENT SEAT,
GRAB BARS - ADA COMPLIANT
MOUNTING HEIGHTS
ELEVATION NUMBER
1
1
BATHTUB, CONTROL WALL
ROOM NUMBER
DOOR NUMBER
36"
15" MIN.
ROOM NAME
101
8" -10"
15"
MIN.
Room name
Ref
3" - 6"
18" MIN.
3" -6"
18" MIN.
15" -16"
33" - 36"
27"
24" MAX.
ADJ
AFF
AL
ALT
AN
APPROX
ARCH
AVG
B
B/
B/M
B/S
B/W
BD
BLDG
BLKG
BP
BRG
BSMT
C
CB
CBB
CC
CFT
CGL
CJ
CL
CLG
CMU
CO
COL
CONC
CONST
CONST JT
CONT
CPT
CPTL
CT
CTG
CTR.
CUH
D
D
DEMO
DET
DF
DIA
DIM
DN
DS
DW
DWG
E
E
E/F
E/W
EA
EFS
EG
EIFS
EJ
EL
ELEC
ELEV
EQ
EQUIP
EWC
EXIST
EXP
EXP
EXST
F
FD
FE
FEB
PERCENT
PLUS OR MINUS
PRE-FINISHED
PLASTIC LAMINATE
PLYWOOD
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PAINT
POLISHED WIRE GLASS
101
8"
6"
MIN. MAX.
17" MIN.
17"
17"
SEAT HEIGHT
3"
CONTROL
AREA
12" MAX.
24" MIN.
15"
MAX.
8" -10"
33" - 36'
34" MAX.
40" MAX.
42" MIN.
9"
MAX.
31" MIN.
27" MIN.
34" MAX.
74" - 80"
12" MAX.
24" MIN.
33" -36"
6" MAX.
39" - 41"
36" MIN.
18" MIN.
12"
MAX.
SPOT ELEVATION
P
%
+/- or ±
PF
PLAM
PLYWD
PSF
PSI
PT
PWG
Q
QT
R
R
R/W
RB
RCB
RD
REF
REINF
REQD
RGL
RM
RO
RR
RSB
RSF
S
S
SAN
SCW
SECT
SF
SHT
SIM
SP
SPEC
SQ
SS
STC
STD
STL
STOR
STS
SUSP
SV
SVCB
SYM
T
T&G
T/
T/M
T/S
T/W
THRU
TR
TRZO
TS
TYP
U
UC
UNO
V
VCT
VERT
VEST
VIF
VT
VWC
W
W
W/
W/O
W/P
WB
WC
WD
WTR
WWF
FIRE EXTINGUISHER CABINET
FURNITURE, FIXTURES AND EQUIPMENT
FIRE HYDRANT
FINISH
FLOOR
FIBERGLASS REINFORCED PLASTIC
FIRE RETARDANT TREATED
FEET / FOOT
FOOTING
FABRIC WALL COVERING
9' - 0"
4" MAX.
FEC
FFE
FH
FIN
FLR
FRP
FRT
FT
FTG
FWC
G
G
GA
GALV
GC
GFCI
GL
GLMU
GRD
GYP
GYP BD
H
H
H/P
HB
HDW
HM
HR
HT
HVAC
ACOUSTICAL CEILING PANEL
AMERICAN DISABILITIES ACT
(ACCESSIBILITY GUIDELINES)
ADJACENT / ADJUSTABLE
ABOVE FINISHED FLOOR
ALUMINUM
ALTERNATE
ANODIZED
APPROXIMATE
ARCHITECT
AVERAGE
Cintas Center SAASS Interior Renovation
STANDARD MOUNTING HEIGHTS
PROJECT NO.
15136.00
1
01B
01B
A
A
9' - 6"
10' - 0"
8' - 0 3/4"
DRAWING TITLE
ARCHITECTURAL
STANDARDS
0
1' - 6"
30' - 0"
0
1
A1.1
SIM
0
G0.1
THE WORK INCLUDES IMPROVEMENTS AND MODIFICATIONS IN AN EXISTING SPACE, PER SQUARE FOOT CALCULATIONS
AS NOTED IN THE DOCUMENTS. CONTRACT WILL INCLUDE CONSTRUCTING WALLS AND CEILINGS PER STANDARD
FINISHES, DETAILS & SPECIFICATIONS. SECURE AND PAY FOR GOVERNMENT FEES, LICENSES AND PERMITS.
1.
2.
2.
CONTRACTOR SHALL VISIT THE PREMISES AND SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND THE
REQUIREMENTS OF THE PROJECT. MATERIAL QUANTITIES SHALL BE BASED ON ACTUAL FIELD CONDITIONS AND
MEASUREMENTS. DO NOT SCALE DRAWINGS TO OBTAIN MEASUREMENTS.
3.
PRIOR TO BEGINNING THE WORK, VERIFY ALL EXISTING DIMENSIONS AND SQUARE FOOTAGES. NOTIFY THE ARCHITECT
OF COMPLIANCE OR DISCREPANCIES, COMPARING THOSE DISCREPANCIES TO THE DOCUMENTS.
4.
CONTRACTORS SHALL TAKE CARE TO PROTECT ADJACENT AREAS FROM DUST AND DAMAGE DURING THE
CONSTRUCTION PROCESS, AND SHALL CLEAN UP AFTER THEMSELVES AT THE END OF EACH WORKING DAY.
5.
6.
7.
8.
9.
3.
COORDINATE ALL WORK OF THE VARIOUS TRADES AND SUBCONTRACTORS TO ASSURE EFFICIENT AND ORDERLY
INSTALLATION. PROVIDE ACCOMMODATION FOR ITEMS INSTALLED AT A LATER DATE. VERIFY THE CHARACTERISTICS
OF ELEMENTS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE. COORDINATE WORK OF VARIOUS
SECTIONS WHICH HAVE INTERDEPENDANT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN
SERVICE, SUCH EQUIPMENT. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL WORK,
ELECTRICAL WORK AND FIRE SPRINKLER SYSTEM WHICH ARE INDICATED, DETAILED, OR IMPLIED DIAGRAMMATICALLY
ON DRAWINGS.
UNLESS SPECIFICALLY NOTED, PROVIDE AND PAY FOR LABOR, MATERIALS AND EQUIPMENT, TOOLS, CONSTRUCTION
EQUIPMENT AND MACHINERY, AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND
COMPLETION OF WORK, INCLUDING PERMITS.
GENERAL CONTRACTOR SHALL PURCHASE AND MAINTAIN INSURANCE COVERAGE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE OWNER. COORDINATE WITH THE OWNER FOR ANY ADDITIONAL REQUIREMENTS.
10. FURNISH ALL REQUIRED TEMPORARY FACILITIES AND ALL TEMPORARY UTILITIES IMMEDIATELY AFTER RECEIPT OF
NOTICE TO PROCEED FOR USE IN CONVENIENCE OF ALL THOSE ENGAGED IN THE PROJECT WORK.
11. ALL CONTRACTORS MUST STAY WITHIN THE AREA OF WORK AND MAINTAIN ACCESS TO SUCH AREAS CLEAN AND
FREE OF CONSTRUCTION MATERIALS AND DEBRIS.
12. COORDINATE ALL CONSTRUCTION & SCHEDULING WITH THE OWNER REVIEWING ALL SCHEDULED ACTIVITIES PRIOR TO
THE START OF CONSTRUCTION.
13. ALLOWABLE TOLERANCES - UNLESS OTHERWISE NOTED OR INDICATED, THE FOLLOWING TOLERANCES SHALL APPLY
TO ALL WORK:
a. ALL VERTICAL SURFACES SHALL BE PLUMB OR CONSTRUCTED TO THE EXACT SLOPES OR
ANGLES INDICATED.
b. THE MAXIMUM DEVIATION FROM THE TRUE PLANE FOR VERTICAL AND HORIZONTAL
SURFACES SHALL NOT BE GREATER THAN 1/8" IN 10'-0" AS MEASURED BY A
STRAIGHT EDGE PLACED ANYWHERE ON THE SURFACE.
c. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT ANGLE
INDICATED OR INTENDED.
d. WALL AND SOFFIT INTERSECTIONS SHALL BE 90° OR THE EXACT ANGLE INDICATED OR
INTENDED.
e. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WITHOUT DENTS, WAVES
OR BULGES OR OTHER BLEMISHES.
f. ALL JOINTS SHALL BE TIGHT, STRAIGHT, EVEN AND SMOOTH.
g. ALL OPERABLE ITEMS SHALL OPERATE SMOOTHLY WITHOUT STICKING OR BINDING
AND WITHOUT EXCESSIVE "PLAY" OR LOOSENESS.
14. THE FOLLOWING MATERIALS SHALL BE LEFT AT JOBSITE. THEY SHALL BE TAKEN FROM THE SAME MATERIAL, LOT OR
RUN USED TO CONSTRUCT AND FINISH THE PROJECT:
a. SIX YARDS OF CARPET. (IF USED)
b. FOUR FULL LENGTH STRIPS OF RUBBER BASE. (IF USED)
c. FOUR FULL CEILING TILES OF EACH TYPE. (IF USED)
d. 1 QUART OF EACH COLOR PAINT IN A TIGHTLY SEALED AND MARKED CAN.
15. THE OWNER OR THE OWNER'S SUBCONTRACTORS MAY OCCUPY PORTIONS OF THE PROJECT DURING THE FINAL
STAGE OF CONSTRUCTION. COORDINATE AND COOPERATE WITH THE OWNER TO MINIMIZE CONFLICT AND FACILITATE
THE OWNER'S OPERATION.
4.
6.
WHERE METAL ITEMS ARE TO BE ERECTED AND IN CONTACT WITH DISSIMILAR MATERIALS, PROVIDE CONTACT
SURFACES WITH COATING OF AN IMPROVED ZINC CHROMATE PRIMER IN MANNER TO OBTAIN NOT LESS THAN 1.0 MIL
DRY FILM THICKNESS.
PREPARE DOORS AND FRAMES TO RECEIVE MORTISED AND CONCEALED HARDWARE ACCORDING TO DOOR
SCHEDULE AND TEMPLATES PROVIDED BY HARDWARE SUPPLIER. COMPLY WITH APPLICABLE REQUIREMENTS IN ANSI
A250.6 AND ANSI A115 SERIES SPECIFICATIONS FOR DOOR AND FRAME PREPARATION FOR HARDWARE.
5.
FABRICATE ALUMINUM FRAME UNITS TO BE RIGID, NEAT IN APPEARANCE AND FREE FROM DEFECTS
INCLUDING WARP AND BUCKLE.
7.
ALUMINUM EXTRUSIONS SHALL CONFORM TO ASTM B221.
8.
BOLTS SHALL BE LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS CONFORMING WITH
REQUIREMENTS OF ASTM A307; INCLUDE NECESSARY NUTS AND PLAIN HARDENED WASHERS. FOR MEMBERS FOR
SUPPORT OF STRUCTURAL MEMBERS OR CONNECTION THERETO, USE FASTENERS CONFORMING WITH ASTM A 325.
FOR STAINLESS STEEL AND NON-FERROUS ITEMS, USE TYPE 302 AND 304 STAINLESS STEEL FASTENERS.
9.
12. PROVIDE ALL STEEL BLOCKING AND BRACING IN METAL STUD FRAMED PARTITIONS NECESSARY FOR A COMPLETE
INSTALLATION. INCLUDE AS REQUIRED FOR SUPPORT OF ALL WALL-MOUNTED EQUIPMENT AND FABRICATIONS AS
INDICATED ON DRAWINGS. PROVIDE SUPPORTS AT JAMBS OF DOORS.
1.
PROVIDE LUMBER CONFORMING TO DOC PS 20 AND APPLICABLE RULES OF GRADING AGENCY,
CERTIFIED BY THE AMERICAN LUMBER STANDARDS COMMITTEE BOARD OF REVIEW.
2.
PROVIDE PLYWOOD CONFORMING TO DOC PS 1; COMPLY WITH CODE PLUS PROVISIONS IN APA FORM NO. E30K.
3.
PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT NOT MORE THAN 19%.
4.
TREAT ALL ROUGH CARPENTRY UNLESS OTHERWISE INDICATED. PRESERVATIVE TREATMENT PRESSURE PROCESS
AWPA C2 FOR LUMBER AND AWPA C9 FOR PLYWOOD, EXCEPT THAT LUMBER THAT IS NOT IN CONTACT WITH THE
GROUND AND IS CONTINUOUSLY PROTECTED FROM LIQUID WATER MAY BE TREATED ACCORDING TO AWPA C31
WITH INORGANIC BORON (SBX). KILN DRY MATERIAL AFTER TREATMENT.
5.
1.
PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS OF THE AWI QUALITY STANDARD FOR EACH TYPE OF
WOODWORK:
a. SOFTWOOD PLYWOOD: DOC PS1, MEDIUM DENSITY OVERLAY
b. HARDWOOD PLYWOOD AND FACE VENEERS: HPVA HP-1.
c. THERMOSET DECORATIVE OVERLAY: PARTICLEBOARD COMPLYING WITH ANSI A208.1, GRADE M-2, OR
MEDUIM-DENSITY FIBERBOARD COMPLYING WITH ANSI A208.2, GRADE MD, WITH SURFACE OF THERMALLY
FUSED, MELEMINE-IMPREGNATED DECORATIVE PAPER COMPLYING WITH LMA SAT-1.
d. CLEAR TEMPERED FLOAT GLASS FOR SHELVES: ASTM C 1048, KIND FT, CONDITION A, TYPE I, CLASS 1,
QUALITY q3; WITH EXPOSED EDGES SEAMED BEFORE TEMPERING, 6 mm THICK, UNLESS OTHERWISE INDICATED.
e. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD3, GRADE AS REQUIRED BY WOODWORK QUALITY
STANDARD.
f. ADHESIVE FOR BONDING PLASTIC LAMINATE: UNPIGMENTED CONTACT CEMENT.
g. ADHESIVE FOR BONDING PLASTIC LAMINATE: PVA.
h. SOLID-SURFACING MATERIAL: HOMOGENEOUS SOLID SHEETS OF FILLED PLASTIC RESIN COMPLYING WITH
MATERIAL PERFORMANCE REQUIREMENTS IN ANSI Z124.3, FOR TYPE 5 OR TYPE 6, WITHOUT A PRECOATED
FINISH.
2.
PROVIDE ALL NECESSARY HARDWARE IN SIZES AND QUANTITIES REQUIRED. COMPLY WITH BMHA A156.9 FOR ITEMS
INDICATED.
3.
PROVIDE PLASTIC LAMINATE CABINETS:
a. COMPLY WITH AWI SECTION 400 REQUIREMENTS FOR LAMINATE CABINETS.
b. CABINET CONSTRUCTION: FLUSH OVERLAY.
c. LAMINATE CLADDING FOR EXPOSED SURFACES: HGS HIGH PRESSURE DECORATIVE LAMINATE.
d. PVC TAPE FOR EXPOSED EDGES, 0.018 INCH MINIMUM THICKNESS.
e. THERMOSET DECORATIVE OVERLAY FOR SEMIEXPOSED SURFACES.
f. LAMINATE CLADDING FOR SHELVES: HGS HIGH PRESSURE DECORATIVE LAMINATE.
7.
PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION. REPLACE DAMAGED
SURFACES.
8.
REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED SOLVENT AND CLEANING
PROCEDURES.
3.
UNLESS OTHERWISE INDICATED, DEMOLITION WASTE BECOMES THE PROPERTY OF THE CONTRACTOR.
4.
DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF ALL FLAMMABLE MATERIALS. MAINTAIN
ADEQUATE VENTILATION WHEN USING CUTTING TORCHES.
5.
6.
7.
AT ALTERED CONSTRUCTION, REPAIR CUT EDGES, REPLACE CONSTRUCTION, AND FIT NEW TO EXISTING CONSTRUCTION
TO MATCH EXISTING WORK. MAKE JOINTS OF NEW AND EXISTING PATCHES SMOOTH, EVEN AND PRACTICALLY
INVISIBLE.
SAW-CUT CONCRETE WITH DIAMOND SAW; JACKHAMMERING WILL NOT BE PERMITTED EXCEPT WITH THE EXPRESSED
WRITTEN APPROVAL OF THE OWNER. CUT IN ACCURATELY LOCATED, STRAIGHT LINES, AND BREAK OUT SECTIONS.
FLOOR MAY BE CORE DRILLED WHERE APPROPRIATE FOR INSTALLATION OF PIPES AND SIMILAR ITEMS.
WHERE EXISTING PIPING AND OTHER SIMILAR ITEMS ARE UNDER EXISTING SLABS, EXERCISE CARE TO PROTECT
FROM DAMAGE. EXERCISE CARE WHEN CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE TO WALLS.
IF DAMAGED, REPAIR AS REQUIRED TO ORIGINAL CONDITION.
PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE. PROVIDE AND PLACE BRACING AND SHORING AND BE
RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE, AS DETERMINED BY G.C. ENLISTED STRUCTURAL ENGINEER.
ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY.
8.
ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS AFFECTED BY
DEMOLITION. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. LOCATE SPRINKLER SHUT-OFF
VALVE(S) AND SMOKE ALARM PRIOR TO COMMENCING WORK; COORDINATE REQUIRED MODIFICATIONS WITH OWNER.
9.
CAREFULLY REMOVE MATERIALS AND EQUIPMENT WHICH ARE INTENDED TO BE REUSED. STORE IN A SECURE
LOCATION. REMOVE DEBRIS, REFUSE AND MATERIALS BEING DEMOLISHED IMMEDIATELY FROM SITE.
9.
FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND.
10. WOOD CASEWORK SYSTEMS SHALL BE FACTORY ASSEMBLED AND FINISHED MANUFACTURED, AND IT
SHALL INCLUDE COUNTERTOPS, SUSPENDED MODULAR CABINETS, SUPPORT FRAMING, FILLER AND
CLOSURE PANELS.
11. MANUFACTURED WOOD CASEWORK SHALL BE CAPABLE OF WITHSTANDING THE EFFECTS OF GRAVITY
LOADS AND STRESSES WITHOUT PERMANENT DEFORMATION, EXCESSIVE DEFLECTION OR BINDING OF
DRAWERS OR DOORS.
12. OBTAIN MANUFACTURED WOOD CASEWORK FROM A SINGLE MANUFACTURER. FABRICATOR AND INSTALLER
SHALL BE A CERTIFIED PARTICIPANT IN AWI’S QUALITY CERTIFICATION PROGRAM.
13. PROVIDE MANUFACTURER’S WARRANTY IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE
COMPONENTS OF MANUFACTURED WOOD CASEWORK THAT FAIL IN MATERIALS OR WORKMANSHIP FOR A
PERIOD OF FIVE YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION. FAILURES INCLUDE, BUT ARE NOT
LIMITED TO DELAMINATION OF COMPONENTS, FAILURES OF GLUE BOND, WARPING OF COMPONENTS, FAILURE
OF OPERATING HARDWARE OR DETERIORATION OF FINISHES
14. PROVIDE HARDWARE COMPLYING WITH THE FOLLOWING REQUIREMENTS:
A. HEAVY DUTY, COMMERCIAL QUALITY, SATIN FINISH STAINLESS STEEL, 5-KNUCKLE HINGES COMPLYING
WITH BHMA A156.9, GRADE 1
B. SOLID ALUMINUM, STAINLESS STEEL OR CHROME PLATED BRASS PULLS
C. NYLON ROLLER SPRING CATCH OR DUAL SELF-ALIGNING, PERMANENT MAGNET DOOR CATCHES
D. POWDER COATED, FULL EXTENSION, SELF-CLOSING, HEAVY DUTY DRAWER SLIDES COMPLYING WITH
BHMA A156.9
E. CAM OR HALF MORTISE TYPE LOCKS, BRASS WITH CHROME PLATED FINISH, COMPLYING WITH BHMA
A156.11
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
JOINT SEALANTS
1.
PROVIDE ELASTOMERIC JOINT SEALANTS THAT ESTABLISH AND MAINTAIN WATERTIGHT AND AIRTIGHT JOINT SEALS
WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES COMPLYING WITH ASTM C 920 FOR LIQUID-APPLIED
CHEMICALLY CURING SEALANT.
2.
USE O TYPE JOINT SUBSTRATES: COATED GLASS, COLOR ANODONIC ALUMINUM, ALUMINUM COATED WITH A HIGH
-PERFORMANCE COATING, GALVANIZED STEEL AND CERAMIC TILE - PROVIDE SINGLE-COMPONENT ACID-CURING
SEALANT.
3.
USE O TYPE JOINT SUBSTRATES: COATED GLASS, COLOR ANODONIC ALUMINUM, ALUMINUM COATED WITH A HIGH
-PERFORMANCE COATING, GALVANIZED STEEL AND CERAMIC TILE - PROVIDE SINGLE-COMPONENT, MILDEW
RESISTANT, NEUTRAL-CURING SILICONE SEALANT. USE AT THE FOLLOWING LOCATIONS:
a. INTERIOR, JOINTS IN VERTICAL SURFACES OF CERAMIC TILE IN TOILET ROOMS AND KITCHENS.
b. INTERIOR JOINTS IN VERTICAL SURFACES BETWEEN CASEWORK AND CERAMIC TILE IN TOILET ROOMS AND
KITCHENS.
4.
USE O TYPE JOINT SUBSTRATES: COLOR ANODONIC ALUMINUM, ALUMINUM COATED WITH A HIGH-PERFORMANCE
COATING, GALVANIZED STEEL, BRICK, GRANITE, CERAMIC TILE, AND WOOD - PROVIDE MULTI-COMPONENT, NON-SAG,
URETHANE SEALANT. USE AT THE FOLLOWING LOCATIONS:
a. EXTERIOR AND INTERIOR, JOINTS IN VERTICAL SURFACES OF CONCRETE AND MASONRY, BETWEEN METAL AND
CONCRETE, OR MOTAR.
b. EXTERIOR AND INTERIOR JOINTS IN METAL FRAMES IN EXTERIOR WALLS, AND EXTERIOR OVERHEAD JOINTS.
5.
10. ERECT AND MAINTAIN WEATHERPROOF AND DUSTPROOF CLOSURES AND PARTITIONS TO PREVENT WEATHER DAMAGE
OR THE SPREAD OF DUST, FUMES AND SMOKE TO OTHER PARTS OF THE BUILDING.
11. DO NOT CLOSE OR OBSTRUCT WALKWAYS, EXITS OR OTHER FACILITIES IN USE BY THE OCCUPANTS OF ADJACENT
BUILDINGS WITHOUT WRITTEN PERMISSION FROM THE AUTHORITIES HAVING JURISDICTION.
10. DOORS: MANUFACTURER'S STANDARD IN SHEEN AND FINISH SELECTED BY OWNER.
6.
USE O TYPE JOINT SUBSTRATES: COLOR ANODONIC ALUMINUM, ALUMINUM COATED WITH A HIGH-PERFORMANCE
COATING, GALVANIZED STEEL, BRICK, GRANITE, CERAMIC TILE, AND WOOD - PROVIDE MULTI-COMPONENT, POURABLE,
URETHANE SEALANT. USE AT THE FOLLOWING LOCATIONS:
a. EXTERIOR AND INTERIOR, JOINTS IN HORIZONTAL SURFACES OF CONCRETE, BETWEEN METAL AND CONCRETE,
MORTAR AND MASONRY.
PROVIDE LATEX SEALANT, COMPLY WITH ASTM C 834, TYPE P, GRADE NF. USE AT THE FOLLOWING LOCATIONS:
a. INTERIOR, JOINTS IN FIELD PAINTED VERTICAL AND OVERHEAD SURFACES AT PERIMETER OF HOLLOW METAL
DOORS AND FRAMES; IN GYPSUM DRYWALL, PLASTER AND CONCRETE OR CONCRETE MASONRY.
12. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION.
13. REPAIR ALL DEMOLITION IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER.
DIVISION 8 - OPENINGS
14. REMOVE FROM SITE CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED; DISPOSE OF BY
SAFE MEANS TO PROTECT HEALTH OF WORKERS AND PUBLIC.
1.
FOR DOOR HARDWARE ON DOORS IN AN ACCESSIBLE ROUTE, COMPLY WITH THE U.S. ARCHITECTURAL &
TRANSPORTATION BARRIERS COMPLIAMCE BOARD'S ADA-ABA ACCESSIBILITY GUIDELINES AND ICC/ANSI A117.1.
a. PROVIDE OPERATING DEVICES THAT DO NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE
WRIST AND THAT OPERATE WITH A FORCE OF NOT MORE THAN 5 LBF.
b. COMPLY WITH THE FOLLOWING MAXIMUM OPENING FORCE REQUIREMENTS:
i. INTERIOR, NON-FIRE-RATED HINGED DOORS: 5 LBF. APPLIED PERPENDICULAR TO DOOR.
ii. SLIDING OR FOLDING DOORS: 5 LBF. APPLIED PARALLEL TO DOOR LATCH.
iii. FIRE DOORS: MINIMUM OPENING FORCE ALLOWABLE BY AUTHORITIES HAVING JURISDICTION.
c. BEVEL RAISED THRESHOLDS WITH A SLOPE OF NOT MORE THAN 1:2. PROVIDE THRESHOLDS NOT MORE THAN
1/2 INCH HIGH.
d. ADJUST DOOR CLOSER SWEEP PERIODS SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL
TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LEADING
EDGE OF THE DOOR.
2.
PROVIDE SPECIAL WARRANTY IN MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTUER AGREES TO REPAIR OR
REPLACE COMPONENTS OF DOOR HARDWARE THAT FAIL IN MATERIALS OR WORKMANSHIP WITH SPECIFIED PERIOD.
a. PROVIDE THREE-YEAR WARRANTY PERIOD FROM THE DATE OF SUBSTANTIAL COMPLETION UNLESS
INDICATED.
i. LOCKSETS: FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION.
ii. EXIT DEVICES: FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION.
iii. MANUAL CLOSERS: TEN YEARS FROM DATE OF SUBSTANTIAL COMPLETION.
PROVIDE 1 3/4 INCH SOLID CORE WITH VENEER FACE AS COORDINATED WITH OWNER.
2.
PROVIDE ALUMINUM FRAMES OF 2 INCH BY 4 1/2 INCH FRAMING MEMBERS TO ACCEPT 1/4" GLASS AT ALL INTERIOR
LOCATIONS.
2.
PROVIDE SINGLE STOREFRONT SYSTEM IN CONFIGURATION AS INDICATED ON DRAWINGS.
3.
PROVIDE FULLY-TEMPERED GLASS MEETING REQUIREMENTS OF ASTM C 1048, TYPE I, CLASS 1,
QUALITY-Q3, WHERE INDICATED.
a. CLEAR GLASS
4.
GLAZING GASKETS ASTM C 864 NEOPRENE OR EPDM OR ASTM C 1115 SILICONE OR THERMOPLASTIC POLYOLEFIN
RUBBER; MOLDED OR EXTRUDED SHAPE TO FIT GLAZING CHANNEL.
5.
FIELD MEASURE TO VERIFY OPENING DIMENSIONS PRIOR TO FABRICATION, AND INDICATE MEASUREMENTS ON SHOP
DIVISION 9 - FINISHES
GYPSUM BOARD ASSEMBLIES
1.
PROVIDE COLD-ROLLED FORMED MEMBERS OF SHEET STEEL MEMBERS CONFORMING WITH ASTM C 645, HOT-DIPPED
FINISH WHERE EXPOSED TO MOISTURE, NOT LESS THAN 20 GAUGE. PROVIDE DOUBLE 16 GAUGE STUDS AT EACH SIDE
OF DOOR FRAME.
2.
PROVIDE STUDS AND RUNNERS WITH A MINIMUM BASE METAL THICKNESS OF 0.0209 INCHES UNLESS NOTED
OTHERWISE NOTED, AND A DEPTH AS INDICATED ON THE DRAWINGS.
3.
PROVIDE PROPRIETARY DEFLECTION TRACK OF STEEL SHEET TO RUNNER MANUFACTURED TO PREVENT CRACKING
OF GYPSUM BOARD APPLIED TO INTERIOR PARTITIONS RESULTING FROM DEFLECTION OF STRUCTURE ABOVE.
4.
PROVIDE HAT-SHAPED, RIGID FURRING CHANNELS, WITH A MINIMUM BASE METAL THICKNESS OF 0.0312 INCHES, 7/8
INCH DEEP WITH 1/2 INCH HEMMED EDGES.
5.
INSTALL STEEL STUDS AND FURRING AT 16 ONCHES O.C. UNLESS OTHERWISE INDICATED. EXTEND PARTITION FRAMING
FULL-HEIGHT TO STRUCTURAL SUPPORTS.
6.
PROVIDE STEEL SUSPENDED CEILING AND SOFFIT FRAMING; COMPONENTS COMPLYING WITH ASTM C 754.
a. TIE WIRES: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.0625 INCH DIAMETER WIRE OR
DOUBLE STRAND OF 0.0475 INCH DIAMETER WIRE.
b. WIRE HANGERS: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.162 INCH DIAMETER.
c. ROD HANGERS: ASTM A 510, MILD CARBON STEEL, 1/4 INCH DIAMETER.
d. FLAT HANGERS: ASTM A 366/A 366M, WITH CORROSION RESISTANT PAINT FINISH, 1 INCH BY 3/16 INCH.
e. ANGLE HANGERS: ASTM A 653/A 653M, G60 HOT-DIP GALVANIZED COMMERCIAL STEEL SHEET; MINIMUM BASE
METAL THICKNESS OF 0.0312 INCH; 2 BY 2 INCH SIZE.
f. CARRYING CHANNELS: COLD-ROLLED, COMMERCIAL STEEL SHEET WITH A BASE METAL THICKNESS OF
0.0538 INCH, MINIMUM 1/2 INCH WIDE FLANGE, WITH MANUFACTURER'S STANDARD CORROSION-RESISTANT ZINC
COATING; DEPTH OF 2 INCHES.
g. FURRING CHANNELS: ASTM C 645, COMMERCIAL STEEL SHEET WITH A BASE METAL THICKNESS OF O.0312
INCH, 7/8 INCH DEEP, WITH MANUFACTURER'S STANDARD CORROSION-RESISTANT ZINC COATING.
h. GRID SUSPENSION SYSTEM: ASTM C 645, DIRECT HUNG SYSTEM COMPOSED OF MAIN BEAMS AND CROSS
FURRING MEMBERS THAT INTERLOCK.
7.
INSTALL SUSPENDED STEEL FRAMING COMPONENTS IN SIZES AND SPACING INDICATED, BUT NOT LESS THAN THAT
REQUIRED BY THE REFERENCED STEEL FRAMING AND INSTALLATION STANDARDS.
a. HANGARS: 48 INCHES O.C.
b. CARRYING CHANNELS (MAIN RUNNERS): 48 INCHES O.C.
c. FURRING CHANNELS: 16 INCHES O.C.
3.
CONTRACTOR SHALL PROVIDE AND INSTALL ALL DOOR HARDWARE AS PER DOOR HARDWARE SCHEDULE. PROVIDE
QUANTITY, ITEM SIZE, FINISH OR COLOR INDICATED AND NAMED MANUFACTURER'S PRODUCTS.
6.
PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED FINISH HARDWARE AND EQUIPMENT, INCLUDING DOOR
STOPS.
4.
PROVIDE TEMPLATE-PRODUCED HINGES FOR HINGES INSTALLED ON HOLLOW METAL DOORS AND HOLLOW METAL
FRAMES BY ONE OF THE FOLLOWING MANUFACTURERS:
a. BOMMER INDUSTRIES, INC.
b. HAGER COMPANIES
c. MCKINNEY PRODUCTS COMPANY
d. STANLEY COMMERCIAL HARDWARE
7.
PROVIDE CEILING SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES.
8.
PROVIDE CHANNEL SHAPED BLOCKING SUPPORT OR GALVANIZED STRIP SUPPORT OF WALL-HUNG CABINETS,
EQUIPMENT, FIXTURES AND ACCESSORIES OF NOT LESS THAN 22 GA. MATERIAL. PROVIDE SUPPORT IN WALL OR
PARTITION FRAMING SYSTEM WHEREVER WALL HUNG CABINETS AND EQUIPMENT ARE INDICATED ON DRAWINGS, AND
WHERE REQUIRED FOR MOUNTING OF MISCELLANEOUS ITEMS IS REQUIRED.
9.
PROVIDE GYPSUM WALL PANELS IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE, MANUFACTURED IN ACCORDANCE
WITH REQUIREMENTS OF ASTM C 36.
5.
PROVIDE MECHANICAL LOCKS AND LATCHES; MORTISE LOCKS OPERATIONAL GRADE 1; STAMPED STEEL CASE WITH
STEEL OR BRASS PARTS, MINIMUM 3/4 INCH LATCHBOLT THROW; SERIES 100, BY THE FOLLOWING MANUFACTURER:
a. SEE HARDWARE SCHEDULE
6.
PROVIDE MANUFACTURER'S STANDARD STRIKE FOR EACH LOCKBOLT OR LATCHBOLT COMPLYING WITH
REQUIREMENTS INDICATED FOR APPLICABLE LOCK OR LATCH AND WITH STRIKE BOX AND CURVED LIP EXTENDED TO
PROTECT FRAME; FINISHED TO MATCH LOCK OR LATCH.
7.
8.
9.
PROVIDE LOCK TRIM:
a. CAST LEVERS: CORBIN RUSSWIN "NEWPORT"
b. WROUGHT ESCUTCHEONS
c. DUMMY TRIM TO MATCH LEVER, LOCK TRIM AND ESCUTCHEONS.
d. OPERATING DEVICE: LEVER WITH ESCUTCHEONS
PROVIDE MANUAL FLUSH BOLTS, MINIMUM 3/4 INCH THROW, DESIGNED FOR MORTISING INTO DOOR EDGE BY ONE OF
THE FOLLOWING MANUFACTURERS:
a. ADAMS RITE MANUFACTURING CO.
b. IVES HARDWARE
c. ROCKWOOD MANUFACTURING CO.
d. TRIMCO
PROVIDE AUTOMATIC AND SELF-LATCHING FLUSH BOLTS, MINIMUM 3/4 INCH THROW, DESIGNED FOR MORTISING INTO
DOOR EDGE BY ONE OF THE FOLLOWING MANUFACTURERS:
a. IVES HARDWARE
b. ROCKWOOD MANUFACTURING CO.
c. TRIMCO
11. PROVIDE TUMBLER TYPE LOCK CYLINDERS, CONSTRUCTED FROM BRASS, BRONZE, STAINLESS STEEL OR NICKEL
SILVER, FROM SAME MANUFACTURER AS LOCKING DEVICES:
a. SEE HARDWARE SCHEDULE
13. PROVIDE RACK AND PINION TYPE SURFACE CLOSERS WITH ADJUSTABLE SWEEP AND LATCH SPEEDS CONTROLLED
BY KEY OPERATED VALVES AND FORGED STEEL MAIN ARM. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS
SIZE OF DOOR CLOSERS DEPENDING ON SIZE OF DOOR, EXPOSURE TO WEATHER, AND ANTICIPATED FREQUENCY OF
USE. PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS:
a. CORBIN RUSSWIN ARCHITECTURAL HARDWARE
b. LCN CLOSERS
c. NORTON DOOR CONTROLS
d. SARGENT MANUFACTURING CO.
14. PROVIDE WALL- AND FLOOR-MOUNTED STOPS OF POLISHED CAST BRASS, BRONZE BASE METAL BY ONE OF THE
FOLLOWING MANUFACTURERS:
a. IVES HARDWARE
b. ROCKWOOD MANUFACTURING CO.
c. STANLEY COMMERCIAL HARDWARE
d. TRIMCO
15. PROVIDE OVERHEAD STOPS AND HOLDERS BY ONE OF THE FOLLOWING MANUFACTURERS:
a. GLYNN-JOHNSON
b. RIXSON DOOR CONTROLS
c. ROCKWOOD MANUFACTURING CO.
d. SARGENT MANUFACTURING CO.
16. PROVIDE DOOR GASKETING, AIR LEAKAGE NOT TO EXCEED 0.50 CFM PER FOOT OF CRACK LENGTH FOR
GASKETING OTHER THAN SMOKE CONTROL, AS TESTED ACCORDING TO ASTM E 283; WITH RESILIENT OR FLEXIBLE
SEAL STRIPS THAT ARE EASILY REPLACEABLE AND READILY AVAILABLE, BY ONE OF THE FOLLOWING
MANUFACTURERS:
a. NATIONAL GUARD PRODUCTS
b. PEMKO MANUFACTURING CO.
c. ZERO INTERNATIONAL
17. PROVIDE THRESHOLDS FABRICATED TO FULL WIDTH OF OPENING INDICATED BY ONE OF THE FOLLOWING
MANUFACTURERS:
a. HAGER COMPANIES
b. M-D BUILDING PRODUCTS, INC.
c. NATIONAL GUARD PRODUCTS
d. PEMKO MANUFACTURING CO.
e. REESE ENTERPRISES, INC.
f. RIXSON SPECIALTY DOOR CONTROLS
g. SEALEZE
h. ZERO INTERNATIONAL
18. PROVIDE METAL PROTECTIVE TRIM UNITS FABRICATED FROM 0.050 INCH THICK STAINLESS STEEL, WITH
MANUFACTURER'S STANDARD MACHINE OR SELF-TAPPING SCREW FASTENERS BY ONE OF THE FOLLOWING
MANUFACTURERS:
a. IVES HARDWARE
b. ROCKWOOD MANUFACTURING CO.
c. STANLEY COMMERCIAL HARDWARE
d. TRIMCO
10. PROVIDE REGULAR TYPE GYPSUM WALLBOARD, THICKNESS OF 5/8 INCH UNLESS OTHERWISE NOTED, WITH LONG
EDGES TAPERED.
11. PROVIDE TYPE X GYPSUM WALLBOARD WHERE REQUIRED FOR FIRE-RESISTANCE-RATED ASSEMBLY, THICKNESS OF
5/8 INCH UNLESS OTHERWISE NOTED, WITH LONG EDGES TAPERED.
12. PROVIDE WATER-RESISTANT GYPSUM WALLBOARD AT RESTROOMS AND OTHER DAMP OR HIGH-HUMIDTY AREAS,
THICKNESS OF 5/8 INCH UNLESS OTHERWISE NOTED, WITH LONG EDGES TAPERED.
13. PROVIDE INTERIOR TRIM OF GALVANIZED OR ALUMINUM-COATED STEEL SHEET OR ROLLED ZINC COMPLYING WITH
ASTM C 1047 OF THE FOLLOWING SHAPES:
a. CORNERBEAD AT OUTSIDE CORENERS.
b. L-BEAD.
c. U-BEAD.
d. EXPANSION (CONTROL) JOINT AT 30 FEET ON CENTER, MAXIMUM.
e. U-SHAPED REVEAL 1/2 WIDE BY 1/2 INCH DEEP.
14. PROVIDE FASTENERS OF TYPE, MATERIAL, SIZE, CORROSSION RESISTANCE, HOLDING POWER AND OTHER PROPERTIES
REQUIRED TO FASTEN STEEL MEMBERS TO SUBSTRATES.
15. PROVIDE MINERAL WOOL OR FIBERGLASS SOUND ATTENUATION BLANKETS IN THICKNESSES TO FILL THE
STUD CAVITIES, AND 3" MINIMUM IN OTHER LOCATIONS.
16. PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS, TOOLS, EQUIPMENT, AND METHODS REQUIRED FOR
COMPLETION OF GYPSUM WALLBOARD CONSTRUCTION INCLUDING ACCESS DOORS AND PANELS.
17. APPLY DOUBLE BEAD TO BUTYL SEALANT AT FLOOR TRACK, CEILING TRACK AND TO STUDS ABUTTING OTHER
CONSTRUCTION.
18. APPLY PRE-FILL COMPOUND TO JOINTS IN ACCORDANCE WITH INDUSTRY STANDARDS. APPLY EMBEDDING COMPOUND
REINFORCING TAPE CENTERED OVER JOINT; APPLY SKIM COAT. AFTER TAPING AND EMBEDDING COMPOUND IS DRY,
APPLY SECOND COAT FILLING; TAPER FLUSH WITH SURFACE.
19. PROVIDE FINAL FINISH THAT IS SMOOTH, WITHOUT DIVOTS, BUMPS, BOWS OR ANY OTHER SURFACE BLEMISH, READY
TO RECEIVE PAINT.
SUSPENDED ACOUSTICAL CEILING
1.
ACOUSTICAL PANELS SHALL COMPLY WITH ASTM E 1264; METAL SUSPENSION SYSTEMS SHALL COMPLY WITH ASTM
C 635.
2.
ATTACHMENT DEVICES SHALL BE SIZED FOR FIVE TIMES THE DESIGN LOAD INDICATED IN ASTM C 635, TABLE 1,
"DIRECT HUNG," UNLESS OTHERWISE INDICATED. COMPLY WITH SEISMIC DESIGN REQUIREMENTS.
3.
WIRE HANGERS, BRACES AND TIES SHALL BE ZINC-COATED CARBON-STEEL WIRE; ASTM A 641/A 641 M, CLASS 1 ZINC
COATING, SOFT TEMPER. SELECT WIRE DIAMETER SO ITS STRESS AT 3 TIMES HANGER DESIGN LOAD WILL BE LESS
THAN YIELD STRESS OF WIRE, BUT PROVIDE NOT LESS THAN 0.106 INCH DIAMETER WIRE.
4.
PROVIDE METAL EDGE MOLDINGS AND TRIM, TYPE AND PROFILE INDICATED OR IF NOT INDICATED, MANUFACTURER'S
STANDARD MOLDINGS FOR EDGES AND PENETRATIONS THAT COMPLY WITH SEISMIC DESIGN REQUIREMENTS; FORMED
FROM SHEET METAL OF SAME MATERIAL, FINISH, COLOR AS THAT USED FOR EXPOSED FLANGES OF SUSPENSION
SYSTEM RUNNERS.
5.
PROVIDE ACOUSTICAL PANELS FOR ACOUSTICAL PANEL CEILINGS OF SIZE, INDICATED ON DRAWINGS. PROVIDE
ACOUSTICAL PANELS OF MANUFACTURER AND MODEL AS INDICATED ON DRAWINGS.
6.
PROVIDE METAL SUSPENSION SYSTEM FOR ACOUSTICAL PANEL CEILINGS OF MANUFACTURER AND MODEL INDICATED
ON DRAWINGS.
7.
INSTALLATION OF CEILING SUSPENSION SYSTEM SHALL COMPLY WITH ASTM C 636. AND SEISMIC DESIGN
REQUIREMENTS INDICATED, PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND CISCA'S "CEILING SYSTEMS HANDBOOK."
8.
PRIOR TO INSTALLATION, MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL PANELS TO
BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USING LESS-THAN-HALF WIDTH PANELS AT
BORDERS.
9.
SUSPEND CEILING HANGERS FROM BUILDING'S STRUCTURAL MEMBERS, PLUMB AND FREE FROM CONTACT WITH
INSULATION OR OTHER OBJECTS. SPLAY HANGERS ONLY WHEN REQUIRED TO MISS OBSTRUCTIONS; OFFSET RESULTING
HORIZONTAL FORCES BY BRACING, COUNTERSPLAYING OR EQUALLY EFFECTIVE MEANS. WHERE WIDTH OF DUCTS AND
OTHER CONSTRUCTION PRODUCES HANGER SPACINGS THAT INTERFERE WITH LOCATIONS OF HANGERS, USE TRAPEZE
OR EQUIVALENT DEVICES. WHEN STEEL FRAMING DOES NOT PERMIT INSTALLATION OF HANGER WIRES AT SPACING
REQUIRED, INSTALL CARRYING CHANNELS OR OTHER SUPPLEMENTAL SUPPORT FOR ATTACHMENT OF HANGER WIRES.
MICHAEL N. SCHUSTER
#7088
EXP. DATE: 12/31/2015
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
.
ISSUED
05/29/2015
06/12/2015
FOR PERMIT
FOR CONSTRUCTION
10. INSTALL EDGE MOLDINGS AND TRIM OF TYPE INDICATED AT PERIMETER OF ACOUSTICAL CEILING AREA AND WHERE
NECESSARY TO CONCEAL EDGES OF ACOUSTICAL PANELS. SCREW ATTACH MOLDINGS TO SUBSTRATE AT INTERVALS
NOT MORE THAN 16 INCHES (400 mm) O.C. AND NOT MORE THAN 3 INCHES (75 mm) FROM ENDS, LEVELING WITH CEILING
WITH CEILING SUSPENSION SYSTEM TO A TOLERANCE OF 1/8 INCH IN 12 FEET (3.3 mm IN 3.6 m). MITER CORNERS
ACCURATELY AND CONNECT SECURELY.
11. COORDINATE ACOUSTICAL SUSPENSION SYSTEM WORK WITH OTHER WORK, SUCH AS CEILING LIGHT FIXTURES AND
MECHANICAL DEVICES. PROTECT FINISHED WORK INSTALLED BEFORE INSTALLATION OF SUSPENDED ACOUSTICAL
CEILING SYSTEM; REPLACE WORK DAMAGED BY WORK UNDER THIS SECTION. UPON COMPLETION OF WORK, DIRTY OR
DISCOLORED SURFACES OF SUSPENSION COMPONENTS SHALL BE CLEANED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. COMPONENTS THAT ARE DAMAGED OR IMPROPERLY INSTALLED SHALL BE REMOVED AND
REPLACED WITHOUT ADDITIONAL COST TO THE OWNER.
NO. DATE
REVISION
RESILIENT BASE AND ACCESSORIES
19. INSTALL EACH HARDWARE ITEM IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND
APPLICABLE CODES. SET ITEMS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE
ATTACHMENT SUBSTRATE, AS NECESSARY, FOR A SECURE INSTALLATION; SPACE FASTENERS AND ANCHORS AS
INDICATED OR IN ACCORDANCE WITH INDUSTRY STANDARDS.
20. MOUNT HARDWARE AT HEIGHT INDICATED BELOW FROM FINISH FLOOR TO CENTER LINE OF HARDWARE ITEM:
a. PUSH PLATE: 45 INCHES.
b. PULL PLATE: 42 INCHES.
c. LOCKSET: BETWEEN 38 AND 40 INCHES (HOLLOW METAL FRAME MANUFACTURER'S STANDARD).
d. TOP HINGE: JAMB MANUFACTURER'S STANDARD, BUT NOT GREATER THAN 10 INCHES FROM HEAD OF FRAME
TO CENTER LINE OF HINGE.
e. BOTTOM HINGE: JAMB MANUFACTURER'S STANDARD, BUT NOT GREATER THAN 12 1/2 INCHES FROM FLOOR TO
CENTER LINE OF HINGE.
f. INTERMEDIATE HINGES: EQUALLY SPACED BETWEEN TOP AND BOTTOM HINGES AND FROM EACH OTHER.
g. HINGE MORTISE ON DOOR LEAF: 1/4 INCH TO 5/16 INCH FROM TOP SIDE OF DOOR.
21. INITIAL HARDWARE ADJUSTMENT: ADJUST AND CHECK EACH OPERATING ITEM OF DOOR HARDWARE AND EACH
DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS THAT CANNOT BE ADJUSTED
OPERATE AS INTENDED. ADJUST DOOR CONTROL DEVICES TO COMPENSATE FOR FINAL OPERATION OF HEATING AND
VENTILATING EQUIPMENT AND TO COMPLY WITH REFERENCED ACCESSIBILITY REQUIREMENTS.
WOOD DOORS AND ALUMINUM FRAMES
1.
PROVIDE GLAZING SYSTEMS CAPABLE OF WITHSTANDING NORMAL THERMAL MOVEMENT AND IMPACT LOADS (WHERE
APPLICABLE) WITHOUT FAILURE, INCLUDING LOSS OR GLASS BREAKAGE ATTRIBUTABLE TO THE FOLLOWING:
DEFECTIVE MANUFACTURE, FABRICATION, AND INSTALLATION; FAILURE OF SEALANTS OR GASKETS; DETERIORATION
OF GLAZING MATERIALS, OR ANY OTHER DEFECTS IN CONSTRUCTION.
DOOR HARDWARE
12. PROVIDE FACTORY REGISTERED KEYING SYSTEM INCORPORATED INTO OWNERS EXISTING GRAND MASTER OR
MASTER KEYING SYSTEM. KEYS OF NICKEL-SILVER WITH VISUAL KEY CONTROL NUMBER INSCRIBED IN EACH KEY.
STAMP "DO NOT DUPLICATE" IN EACH KEY. PROVIDE OWNER WITH ONE EXTRA KEY BLANK FOR EACH LOCK. PROVIDE
THE FOLLOWING ADDITIONAL KEYS:
a. CYLINDER CHANGE KEYS: THREE.
b. MASTER KEYS: FIVE.
c. GRAND MASTER KEYS: FIVE.
25. ALL PRODUCTS AND EQUIPMENT SHALL BE DELIVERED IN UNDAMAGED CONDITION AND STORED IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS TO AVOID DISRUPTION OF THE WORK OR DAMAGE TO THE ITEMS. REPLACE
DAMAGED OR UNFIT MATERIALS, AT NO COST TO THE OWNER.
DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF-SITE, UNLESS INDICATED TO BE
REMOVED AND SALVAGED OR REMOVED AND REINSTALLED.
FRAMES: PRIME FINISH: MANUFACTURER'S STANDARD, FACTORY-APPLIED COAT OF RUST INHIBITING PRIMER
COMPLYING WITH ANSI A250.10 FOR ACCEPTANCE CRITERIA.
PROVIDE SOLID-SURFACING-MATERIAL COUNTERTOPS:
a. COMPLY WITH AWI SECTION 400 REQUIREMENTS FOR COUNTERTOPS.
b. SOLID-SURFACING-MATERIAL THICKNESS: 1/2 INCH.
c. FABRICATE TOPS IN ONE PIECE WITH SHOP-APPLIED BACKSPLASHES AND EDGES, UNLESS OTHERWISE
INDICATED.
d. DRILL HOLES IN COUNTERTOPS FOR FIXTURES AND ACCESSORIES. INSTALL INTEGRAL SINK BOWLS IN SHOP.
INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION FOR INSTALLATION.
2.
9.
10. PROVIDE EXIT DEVICES AND AUXILIARY BY THE FOLLOWING MANUFACTURER:
a. SEE HARDWARE SCHEDULE
6.
THE WORK MAY INCLUDE DEMOLITION OF EXISTING CONSTRUCTION, REMOVAL OF VARIOUS ITEMS OF EQUIPMENT AND
CONSTRUCTION, AND THE CUTTING OR ALTERATION OF EXISTING CONSTRUCTION AS SHOWN, NOTED OR IMPLIED ON
THE DRAWINGS. CONTRACTOR SHALL DETERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND ALTERATION OF
ITEMS TO PROVIDE FOR A COMPLETE INSTALLATION OF NEW WORK. ALL COSTS OF REMOVAL, REPAIR OR
REPLACEMENT SHALL BE INCLUDED IN THE WORK. ADDITIONAL COSTS FOR DEMOLITION OF ITEMS HIDDEN OR
INACCESSIBLE, SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BEGINNING THE WORK.
UNLESS OTHERWISE INDICATED, PROVIDE COUNTERSUNK FLAT OR OVAL HEADS FOR EXPOSED SCREWS AND BOLTS.
INTERIOR ARCHITECTURAL WOODWORK
PROVIDE SHOP FINISHING COMPLYING WITH AWI SECTION 1500.
1.
8.
WHERE FIRE-RETARDANT-TREATED MATERIALS ARE REQUIRED, PROVIDE MATERIALS THAT COMPLY WITH
PERFORMANCE REQUIREMENTS IN AWPA C20 FOR LUMBER AND AWPA C27 FOR PLYWOOD.
5.
DIVISION 2 - EXISTING CONDITIONS / DEMOLITION
HANG DOORS AS SCHEDULED ON DRAWINGS, WITH NOT MORE THAN 1/8 INCH CLEARANCE AT JAMBS AND HEADS. NOT
MORE THAN 1/2 INCH CLEARANCE AT BOTTOM. VERIFY CLEARANCES REQUIRED FOR FLOOR FINISHES.
ROUGH CARPENTRY
24. WHEN THE PROJECT REQUIREMENTS REQUIRE THAT THE INSTALLATION OF WORK SHALL COMPLY WITH
INSTRUCTIONS, PERFORM THE WORK IN STRICT ACCORDANCE WITH THE MOST CURRENT WRITTEN MANUFACTURER'S
INSTRUCTIONS.
29. CONTRACTOR SHALL AT ALL TIMES MAINTAIN AN APPROVED SET OF CONSTRUCTION DRAWINGS (INCLUDING SHOP
DRAWINGS AND SUBMITTALS) AND ASSOCIATED SPECIFICATIONS ON SITE.
7.
DIVISION 6 - WOOD, PLASTICS AND COMPOSITES
23. DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY
DESIGNED OR SPECIFIED. ALL MATERIALS AND EQUIPMENT THAT ARE SIMILAR SHALL BE THE SAME TYPE, MODEL
AND STYLE FOR THE SAME USE THROUGHOUT THE PROJECT OR THEY SHALL BE REJECTED.
28. PROVIDE AS-BUILT DRAWINGS AS PART OF PROJECT CLOSEOUT PROCEDURES; NOTE THAT ELECTRONIC FILES OF
THE AS-BUILT DRAWINGS ARE REQUIRED AS PART OF THE PROJECT CLOSEOUT PROCEDURES.
FABRICATE CONCEALED STIFFENERS, REINFORCEMENT, EDGE CHANNELS, LOUVERS AND MOLDINGS FROM EITHER
COLD- OR HOT-ROLLED STEEL SHEET.
13. FABRICATE ALL MISCELLANEOUS FRAMING AND BRACING ITEMS TO DETAIL OF STRUCTURAL SHAPES, PLATES AND
BARS; WELD JOINTS WHERE PRACTICAL; PROVIDE BOLTS AND OTHER CONNECTION DEVICES REQUIRED. INCLUDE
ANCHORAGES, CLIP ANGLES, SLEEVES, ANCHOR PLATE, AND SIMILAR DEVICES, WHETHER IMPLIED OR INDICATED.
SET ACCURATELY IN POSITION AS REQUIRED AND ANCHOR SECURELY TO BUILDING CONSTRUCTION WITH FASTENERS
APPROPRIATE TO THE INSTALLATION.
4.
27. PROVIDE FINAL CLEAN-UP AND DAMAGE REPAIR AT THE PROJECT CONCLUSION. LEAVE THE PREMISIS NEAT, CLEAN
AND CLEAR OF TOOLS, EQUIPMENT AND SURPLUS MATERIALS, UNLESS REQUESTED BY THE OWNER. CLEAN-UP SHALL
INCLUDE AND NOT BE LIMITED TO:
a. POWER VACUUMING THE ENTIRE SPACE.
b. HAND DUSTING AND CLEANING OF ALL SHELVING, CABINETRY, CASEWORK, GLASS AND MIRRORS BOTH
INSTALLED UNDER THIS CONTRACT OR EXISTING WALLS, CEILINGS, FIXTURES, ETC.
c. REPAIR OR REPLACEMENT OF PROPERTY DAMAGED DURING FINAL COMPLETION OF THE PROJECT.
6.
11. PROVIDE CONTACT SURFACES WITH CONCRETE MASONRY OR OTHER DISSIMILAR MATERIALS WITH A MINIMUM
1.0 MIL DRY THICKNESS OF AN APPROVED ZINC CHROMATE PRIMER.
22. MAINTAIN AN ACTIVE FIRE EXTINGUISHER AT THE PROJECT.
C:\Users\lpetrakis\Documents\CINTAS-SAASS_CENTRAL_v14_lpetrakis.rvt
VERIFY DIMENSIONS PRIOR TO FABRICATION OR CASTING. FORM METAL ITEMS TO ACCURATE SIZES AND
CONFIGURATIONS AS INDICATED ON DRAWINGS AND OTHERWISE REQUIRED FOR PROPER INSTALLATION; FABRICATE
WITH ALL LINES STRAIGHT AND ANGLES SHARP, CLEAN AND TRUE; DRILL, COUNTERSINK, TAP AND OTHERWISE
PREPARE ITEMS FOR CONNECTION WITH WORK. MAKE PERMANENT CONNECTIONS BY WELDING AND GRIND ALL
EXPOSED WELDS SMOOTH TO MATCH ADJACENT SURFACES; ROUGH JOINT SURFACES ARE NOT PERMITTED.
10. ALL FERROUS METAL ITEMS SHALL BE SHOP FINISHED. TOUCH-UP OR REPAIR DAMAGED AREAS WITH SAME MATERIAL
PRIOR TO INSTALLATION.
21. PROVIDE SECURITY OF THE WORK, INCLUDING TOOLS AND UNINSTALLED MATERIALS. PROTECT THE WORK, STORED
PRODUCTS, CONSTRUCTION EQUIPMENT AND OWNER'S PROPERTY FROM THEFT AND VANDALISM AND THE PREMISIS
FROM ENTRY BY UNAUTHORIZED PERSONNEL UNTIL FINAL ACCEPTANCE BY OWNER.
26. NOTIFY THE ARCHITECT WHEN THE WORK IS SUBSTANTIALLY COMPLETE AND READY FOR INSPECTION. UPON
INSPECTION, PROVIDE WRITTEN OPERATION AND MAINTENANCE INSTRUCTIONS AND GUARANTIES FOR ALL EQUIPMENT
AND MATERIALS INSTALLED. PROVIDE WRITTEN GUARANTIES FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF
FINAL ACCEPTANCE OF THE WORK.
c.
d.
STEEL BARS SHALL CONFORM TO REQUIREMENTS OF ASTM A 276.
18. COORDINATE BLOCKING REQUIREMENTS WITH ADJACENT OR RELATED TRADES, ACCESSORIES, EQUIPMENT AND
FIXTURES. INSTALL REQUIRED BLOCKING AT NO ADDITIONAL COST TO THE CONTRACT.
6/12/2015 10:03:17 AM
TUBING SHALL CONFORM TO REQUIREMENTS OF ASTM A 500 OR A 501 AS APPROVED.
CONCEALED FASTENERS COMPATIBLE WITH ALUMINUM.
MISCELLANEOUS CONCEALED METAL MEMBERS OF HIGH STRENGTH ALUMINUM OR NONMAGNETIC STAINLESS
STEEL; HOT-DIP GALVANIZED STEEL COMPLYING WITH ASTM A 123 MAY BE USED FOR MEMBERS THAT ARE NOT
EXPOSED TO WEATHER OR ABRASION.
GLAZING GASKETS COMPLYING WITH ASTM C 864.
FABRICATE FRAMES WITH MITERED OR COPED CORNERS.
5.
17. PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICE TO INSURE THE HIGHEST QUALITY
FINISHED PRODUCT - EXPRESSED OR IMPLIED. PERFORM ALL WORK BY SKILLED MECHANICS IN ACCORDANCE WITH
WITH ESTABLISHED STANDARDS OF WORKMANSHIP IN EACH OF THE VARIOUS TRADES.
20. WHERE REQUESTED BY THE OWNER TO CERTIFY CONFORMANCE TO TRADE STANDARDS OR THE PROJECT
REQUIREMENTS, THE CONTRACTOR SHALL ENLIST A TESTING LABORATORY AT THE OWNER'S COST. IF THE REQUESTED
TEST SHOWS NON-CONFORMANCE TO GENERALLY ACCEPTED TRADE STANDARDS OR THE PROJECT REQUIREMENTS,
THE CONTRACTOR SHALL CORRECT THE DEFICIENCY AT NO ADDITIONAL COSTS TO THE OWNER AND REIMBURSE ALL
THE COSTS OF THE TESTING TO THE OWNER, UNLESS THE CONTRACTOR HAS MADE PREVIOUSLY APPROVED CHANGES.
a.
b.
STEEL SHALL BE ASTM A366 AMERICAN OPEN HEARTH SHEET STEEL, FREE FROM SCALE AND PITTING AND OTHER
DEFECTS AFFECTING APPEARANCE.
1.
INCLUDE COMPONENTS APPROVED BY MANUFACTURER REQUIRED TO COMPLETE ASSEMBLY:
SHEET STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A 666.
16. ALL DIMENSIONS AND FINISHES SHALL BE VERIFIED AND COORDINATED WITH EXISTING CONDITIONS PRIOR TO
CONSTRUCTION, FABRICATION, OR PURCHASING. IN CASE OF CONFLICT BETWEEN THE PROJECT REQUIREMENTS
AND/OR EXISTING CONDITIONS, THE ONE HAVING THE MOST STRINGENT REQUIREMENTS SHALL GOVERN, AS APPROVED
BY THE OWNER.
19. REPAIR PROPERTY DAMAGE BY THE INSTALLERS TO A LIKE NEW CONDITION OR REPLACE DAMAGED SURFACES AND
MATERIALS OF THE PREVIOUSLY INSTALLED WORK BY OTHER TRADES, INSTALLERS AND SUBCONTRACTORS.
3.
4.
ALL RUBBISH AND TRASH SHALL BE REMOVED FROM THE PREMISES AND PROPERLY DISPOSED OF EACH DAY. NO
RUBBISH SHALL BE LEFT IN THE PREMISES AFTER WORK IS COMPLETED EACH DAY.
ALL DRAWINGS HEREIN CREATE AN ENTIRE PACKAGE. ALL TRADES SHALL BE RESPONSIBLE FOR REVIEWING THEIR
RESPECTIVE REQUIREMENTS AND COORDINATING THEIR HIDDEN OR EXPOSED WORK WITH OTHER RELATED TRADES.
PROVIDE ALL MISCELLANEOUS METAL ITEMS INCLUDING MATERIALS, FABRICATIONS, FASTENINGS AND ACCESSORIES
REQUIRED FOR FINISHED INSTALLATION AS INDICATED AND SPECIFIED.
GLAZING
WOOD DOORS AND ALUMINUM FRAMES (CONTINUED)
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
1.
DIVISION 5 - METAL FABRICATIONS
Cintas Center SAASS Interior Renovation
DIVISION 1 - GENERAL REQUIREMENTS
22. OCCUPANCY ADJUSTMENT: APPROXIMATELY SIX MONTHS AFTER DATE OF SUBSTANTIAL COMPLETION, INSTALLER'S
ARCHITECTURAL HARDWARE CONSULTANT SHALL EXAMINE AND READJUST EACH ITEM OF DOOR HARDWARE,
INCLUDING ADJUSTING OPERATING FORCES AS NECESSARY TO ENSURE FUNCTION OF DOORS, AND DOOR HARDWARE.
23. CLEAN OPERATING ITEMS AS NECESSARY TO RESTORE PROPER FUNCTION AND FINISH. PROVIDE FINAL PROTECTION
AND MAINTAIN CONDITIONS THAT ENSURE THAT DOOR HARDWARE IS WITHOUT DAMAGE OR DETERIORATION AT TIME
OF SUBSTANTIAL COMPLETION.
1.
PROVIDE RESILIENT WALL BASE IN COLORS AND PATTERNS AS INDICATED ON THE DRAWINGS AND COMPLYING WITH
ASTM F 1861.
a. TYPE: RUBBER.
b. STYLE: COVED, STRAIGHT AT CARPETED AREAS.
c. MINIMUM THICKNESS: 0.125 INCH.
d. LENGTHS: COILS IN MANUFACTURER'S STANDARD LENGTHS.
e. SURFACE: SMOOTH.
2.
PROVIDE RESILIENT MOLDING COVE CAPS AND ACCESSORIES.
a. TYPE: RUBBER.
b. PROFILE AND DIMENSIONS: AS INDICATED ON DRAWINGS.
3.
PROVIDE TROWELABLE LEVELING AND PATCHING COMPOUNDS OF LATEX-MODIFIED, PORTLAND CEMENT BASED OR
BLENDED HYDRAULIC CEMENT BASED FORMULATION PROVIDED OR APPROVED BY RESILIENT PRODUCT
MANUFACTURER FOR APPLICATION INDICATED.
4.
PROVIDE WATER-RESISTANT ADHESIVE RECOMMENDED BY MANUFACTURER TO SUIT PRODUCTS AND SUBSTRATE
CONDITIONS.
5.
PROVIDE EXTRUDED ALUMINUM METAL EDGE STRIPS WITH MILL FINISH OF WIDTH SHOWN, OF HEIGHT REQUIRED TO
PROTECT EXPOSED EDGES OF TILES, AND IN MAXIMUM AVAILABLE LENGTHS TO MINIMIZE RUNNING JOINTS.
6.
PREPARE SUBSTRATES ACCORDING TO MANUFACTURER'S WRITTEN RECOMMENDATIONS TO ENSURE ADHESION OF
RESILIENT PRODUCTS.
7.
PROTECT RESILIENT PRODUCTS FROM MARS, MARKS, INDENTATIONS AND OTHER DAMAGE FROM CONSTRUCTION
OPERATIONS AND PLACEMENT OF EQUIPMENT AND FIXTURES DURING REMAINDER OF CONSTRUCTION PERIOD. USE
PROTECTION METHODS RECOMMENDED BY MANUFACTURER.
PROJECT NO.
15136.00
DRAWING TITLE
ARCHITECTURAL
SPECIFICATIONS
G0.2
DIVISION 9 - FINISHES (CONTINUED)
SHEET AND TILE CARPETING
PROVIDE CARPET AS INDICATED IN THE DRAWINGS.
2.
PROVIDE TROWELABLE LEVELING AND PATCHING COMPOUNDS OF LATEX-MODIFIED, HYDRAULIC-CEMENT BASED
FORMULATION PROVIDED OR APPROVED BY CARPET MANUFACTURER.
3.
PROVIDE WATER-RESISTANT, MILDEW-RESISTANT, NONSTAINING TYPE ADHESIVE TO SUIT PRODUCT AND SUB-FLOOR
CONDITIONS, THAT COMPLIES WITH FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPET AND IS RECOMMENDED OR
PROVIDED BY CARPET MANUFACTURER.
4.
PROVIDE TACKLESS CARPET STRIPPING OF WATER-RESISTANT PLYWOOD, IN STRIP AS REQUIRED TO MATCH CUSHION
THICKNESS AND THAT COMPLY WITH CRI 104, SECTION 12.2.
5.
PROVIDE HOT-MELT SEAM ADHESIVE OR SIMILAR PRODUCT RECOMMENDED BY CARPET MANUFACTURER FOR
SEALING AND TAPING SEAMS AND BUTTING CUT EDGES AT BACKING TO FORM SECURE SEAMS AND TO PREVENT PILE
LOSS AT SEAMS.
6.
PROVIDE EXTRUDED ALUMINUM METAL EDGE STRIPS WITH MILL FINISH OF WIDTH SHOWN, OF HEIGHT REQUIRED TO
PROTECT EXPOSED EDGES OF CARPET AND OF MAXIMUM LENGTHS TO MINIMIZE RUNNING JOINTS.
7.
COMPLY WITH CRI 104, SECTION 7.2, "SITE CONDITIONS: TEMPERATURE AND HUMIDITY" AND SECTION 7.12, "VENTILATION."
DO NOT INSTALL CARPET UNTIL WET WORK IN SPACES IS COMPLETE AND DRY, AND AMBIENT TEMPERATURE AND
HUMIDITY CONDITIONS ARE MAINTAINED AT THE LEVELS INDICATED FOR PROJECT WHEN OCCUPIED FOR INTENDED USE.
8.
USE TROWELABLE LEVELING AND PATCHING COMPOUNDS, ACCORDING TO MANUFACTURER'S INSTRUCTIONS TO FILL
CRACKS AND HOLES, DEPRESSIONS AND PROTRUSIONS IN SUBSTRATES. FILL OR LEVEL CRACKS, HOLES AND
DEPRESSIONS 1/8 INCH (3 mm) WIDE OR WIDER, AND PROTRUSIONS MORE THAN 1/32 INCH (0.8 mm), UNLESS MORE
STRINGENT REQUIREMENTS ARE REQUIRED BY MANUFACTURER'S INSTRUCTIONS
9.
COMPLY WITH CRI 104 AND CARPET MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE FOLLOWING:
a. DIRECT-GLUE-DOWN INSTALLATION: COMPLY WITH CRI 104, SECTION 9, "DIRECT GLUE-DOWN INSTALLATION."
b. PREAPPLIED ADHESIVE INSTALLATION: COMPLY WITH CRI 104, SECTION 11.4, "PRE-APPLIED ADHESIVE
SYSTEMS (PEEL AND STICK)."
c. HOOK AND LOOP INSTALLATION: COMPLY WITH CRI 104, SECTION 11.5, "HOOK AND LOOP TECHNOLGY."
d. STRETCH-IN INSTALLATION: COMPLY WITH CRI 104, SECTION 12, "STRETCH-IN INSTALLATION."
10. COMPLY WITH CARPET MANUFACTURER'S RECOMMENDATIONS AND SHOP DRAWING FOR SEAM LOCATIONS AND
DIRECTION OF CARPET; MAINTAIN UNIFORMITY OF CARPET DIRECTION AND LAY OF PILE. AT DOORWAYS, CENTER
SEAMS UNDER THE DOOR IN CLOSED POSITION.
12.
APPLY PAINT MATERIALS NO THINNER THAN MANUFACTURER'S RECOMMENDED SPREADING RATE TO ACHIEVE DRY
FILM THICKNESS INDICATED. PROVIDE TOTAL DRY FILM THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY
MANUFACTURER.
13.
PAINTING OF MECHANICAL AND ELECTRICAL WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND
OCCUPIED SPACES. MECHANICAL AND ELECTRICAL ITEMS TO BE PAINTED INCLUDE, BUT ARE NOT LIMITED TO THE
FOLLOWING:
a. UNINSULATED METAL PIPING.
b. UNINSULATED PLASTIC PIPING.
c. PIPE HANGERS AND SUPPORTS.
d. TANKS THAT DO NOT HAVE FACTORY-APPLIED FINAL FINISHES.
e. VISIBLE PORTIONS OF INTERNAL SURFACES OF METAL DUCTS WITHOUT LINER, BEHIND AIR INLETS AND
OUTLETS.
f. DUCT, EQUIPMENT AND PIPE INSULATION HAVING "ALL-SERVICE-JACKET" OR OTHER PAINTABLE JACKET
MATERIAL.
g. MECHANICAL EQUIPMENT THAT IS INDICATED TO HAVE A FACTORY-PRIMED FINISH FOR FIELD PAINTING.
h. SWITCHGEAR.
i. PANELBOARDS.
j. ELECTRICAL EQUIPMENT THAT IS INDICATED TO HAVE A FACTORY-PRIMED FINISH FOR FIELD PAINTING.
14.
PROTECT WORK FROM OTHER TRADES, WHETHER BEING PAINTED OR NOT, AGAINST DAMAGE FROM PAINTING.
CORRECT DAMAGE BY CLEANING, REPAIRING OR REPLACING AND REPAINTING.
15.
PROVIDE "WET PAINT" SIGNS TO PROTECT NEWLY PAINTED FINISHES. AFTER COMPLETING PAINTING OPERATIONS,
REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS TO PROTECT THEIR WORK.
16.
AT COMPLETION, TOUCH-UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL SURFACES IN GOOD AND CLEAN
CONDITION. PROVIDE FOR MULTIPLE SITE VISITS AS REQUIRED FOR TOUCH-UP AND REFINISHING.
17.
FURNISH EXTRA PAINT MATERIALS FROM SAME PRODUCTION RUN AS THE MATERIALS APPLIED AND IN THE QUANTITIES
DESCRIBED BELOW. PACKAGE WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFY WITH LABELS DESCRIBING
CONTENTS.
a. FURNISH AN ADDITIONAL TWO PERCENT, BUT NOT LESS THAN 1 GAL. (3.8 L) OR I CASE AS APPROPRIATE, OF
EACH MATERIAL AND COLOR APPLIED.
18.
PROVIDE THE FOLLOWING FINISH SYSTEM OVER INTERIOR GYPSUM BOARD SURFACES:
a. SEMI-GLOSS ACRYLIC-ENAMEL FINISH: TWO FINISH COATS OVER PRIMER.
19.
PROVIDE THE FOLLOWING FINISH SYSTEM OVER NEW INTERIOR WOOD SURFACES:
a. SEMI-GLOSS ALKYD-ENAMEL FINISH: TWO FINISH COATS OVER PRIMER.
20.
PROVIDE THE FOLLOWING FINISH SYSTEM OVER FERROUS METAL:
a. FULL-GLOSS ALKYD-ENAMEL FINISH: TWO FINISH COATS OVER PRIMER.
11. DO NOT BRIDGE BUILDING EXPANSION JOINTS WITH CARPET.
12. CUT AND FIT CARPET TO BUTT TIGHTLY TO VERTICAL SURFACES, PERMANENT FIXTURES, AND BUILT-IN FURNITURE
INCLUDING CABINETS, PIPES, OUTLETS, EDGINGS, THRESHOLDS AND NOSINGS. BIND OR SEAL CUT EDGES AS
RECOMMENDED BY CARPET MANUFACTURER.
13. EXTEND CARPET INTO TOE SPACES, DOOR REVEALS, CLOSETS, OPEN-BOTTOMED OBSTRUCTIONS, REMOVABLE
FLANGES, ALCOVES AND SIMILAR OPENINGS.
HIGH PERFORMANCE COATINGS
1.
14. INSTALL PATTERN PARALLEL TO WALLS AND BORDERS TO COMPLY WITH CRI 104, SECTION 15, "PATTERNED CARPET
INSTALLATIONS" AND WITH CARPET MANUFACTURER'S RECOMMENDATIONS.
15. IMMEDIATELY AFTER INSTALLING CARPET REMOVE EXCESS ADHESIVE, SEAM SEALER AND OTHER SURFACE
BLEMISHES USING CLEANER RECOMMENDED BY CARPET MANUFACTURER. REMOVE YARNS PROTRUDING FROM
CARPET SURFACE. VACUME CARPET USING COMMERCIAL MACHINE WITH FACE-BEATER ELEMENT.
SYSTEMS COULD FAIL IF COATINGS ARE INCOMPATIBLE. MPI'S COATING SYSTEMS MATCH PRIMERS AND TOPCOATS,
TAKING COMPATIBILITY INTO CONSIDERATION.
a. PROVIDE MATERIALS FOR USE WITHIN EACH COATING SYSTEM THAT ARE COMPATIBLE WITH ONE ANOTHER
AND SUBSTRATES INDICATED, UNDER CONDITIONS OF SERVICE AND APPLICATION AS DEMONSTRATED BY
MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE.
b. PROVIDE PRODUCTS OF SAME MANUFACTURER FOR EACH COAT IN A COATING SYSTEM.
2.
PROVIDED COLORS AS INDICATED IN THE DRAWINGS.
3.
PROVIDE INTERIOR/EXTERIOR LATEX BLOCK FILLER MPI#4, PRODUCTS INCLUDE, BUT ARE NOT LIMITED TO, THE
FOLLOWING:
16. PROTECT INSTALLED CARPET TO COMPLY WITH CRI 104, SECTION 16, "PROTECTION OF INDOOR INSTALLATIONS."
17. PROTECT CARPET AGAINST DAMAGE FROM CONSTRUCTION OPERATIONS AND PLACEMENT OF EQUIPMENT AND
FIXTURES DURING REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTION METHODS INDICATED OR RECOMMENDED
BY CARPET MANUFACTURER AND CARPET ADHESIVE MANUFACTURER.
18. PROVIDE SPECIAL WARRANTY FOR CARPET IN MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES
TO REPAIR OR REPLACE COMPONENTS OF CARPET INSTALLATION THAT FAIL IN MATERIALS OR WORKMANSHIP
WITHIN SPECIFIED WARRANTY PERIOD.
a. WARRANTY DOES NOT INCLUDE DETERIORATION OR FAILURE OF CARPET DUE TO UNUSUAL TRAFFIC, FAILURE
OF SUBSTRATE, VANDALISM OR ABUSE.
b. FAILURES INCLUDE, BUT ARE NOT LIMITED TO MORE THAN 10 PERCENT LOSS OF FACE FIBER, EDGE
RAVELING, SNAGS, RUNS, EXCESS STATIC DISCHARGE AND DELAMINATION.
c. WARRANTY PERIOD: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION.
19. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED, ARE PACKAGED WITH
PROTECTIVE COVERING FOR STORAGE, AND ARE IDENTIFIED WITH LABELS DESCRIBING CONTENTS.
a. FURNISH CARPET IN FULL-WIDTH ROLLS EQUAL TO 5 PERCENT OF AMOUNT INSTALLED FOR EACH TYPE
INDICATED, BUT NOT LESS THAN 10 SQ. YD. (8.3 sq. m).
a. BENJAMIN MOORE & CO.; MOORCRAFT, SUPER CRAFT LATEX BLOCK FILLER, 285-01.
b. SHERWIN-WILLIAMS COMPANY (THE); PREPRITE, INT/EXT BLOCK FILLER, B25W25.
4.
PROVIDE WATER BASED RUST-INHIBITAVE METAL PRIMER MPI #107, PRODUCTS INCLUDE, BUT ARE NOT LIMITED TO,
THE FOLLOWING:
a. BENJAMIN MOORE & CO.; ACRYLIC METAL PRIMER, M04.
b. SHERWIN-WILLIAMS COMPANY (THE); DTM ACRYLIC PRIMER/FINISH, B66W1.
5.
PROVIDE WATER-BASED EPOXY (INTERIOR AND EXTERIOR) MPI #115, PRODUCTS INCLUDE, BUT ARE NOT LIMITED TO
THE FOLLOWING:
a. BENJAMIN MOORE & CO.; ACRYLIC EPOXY GLOSS "A", HARDENER "B", M43/M44.
b. SHERWIN-WILLIAMS COMPANY (THE); INDUSTRIAL & MARINE, WATER BASED CATALYZED EPOXY, B70W SERIES.
6.
WATER-BASED EPOXY PAINT MPI #93, PRODUCTS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
a. BENJAMIN MOORE & CO.; INDUSTRIAL, ACRYLIC EPOXY GLOSS COATING, M4303.
a. ICI PAINTS; DEVOE COATINGS, TRU-GLAZE WB EPOXY, 4408.
b. PORTER PAINTS; DURA-GLAZE, WATERBORNE GLOSS EPOXY, 9371.
c. PPG ARCHITECTURAL FINISHES, INC.; AQUAPON, WATER BASE EPOXY, 98-1 SERIES.
PAINTING
1.
6/12/2015 10:03:20 AM
C:\Users\lpetrakis\Documents\CINTAS-SAASS_CENTRAL_v14_lpetrakis.rvt
2.
PAINT EXPOSED SURFACES AS SCHEDULED ON DRAWINGS OR AS SPECIFIED, EXCEPT WHERE SPECIFICATIONS
INDICATE THAT THE SURFACE OR MATERIAL IS NOT TO BE PAINTED OR IT IS TO REMAIN NATURAL. IF AN ITEM OR
SURFACE IS NOT SPECIFICALLY MENTIONED, PAINT THE ITEM OR SURFACE THE SAME AS SIMILAR ADJACENT
MATERIALS OR SURFACES. IF A COLOR OR FINISH IS NOT INDICATED, ARCHITECT WILL SELECT FROM STANDARD
COLORS AND FINISHES AVAILABLE.
DO NOT PAINT PREFINISHED ITEMS, CONCEALED SURFACES, FINISHED METAL SURFACES, OPERATING PARTS AND
LABELS.
3.
DELIVER ALL PAINT TO JOBSITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURER'S LABEL AND SHOWING
PAINT TYPE, SHEEN AND COLOR.
4.
PROVIDE BLOCK FILLERS, PRIMERS AND FINISH-COAT MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND
WITH THE SUBSTRATES INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION AS DEMONSTRATED BY
MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE.
5.
PROVIDE INTERIOR BLOCK FILLERS, PRIMERS AS LISTED BELOW.
a. CONCRETE UNIT MASONRY BLOCK FILLER: FACTORY-FORMULATED HIGH-PERFORMANCE LATEX BLOCK
FILLERS. SHERWIN-WILLIAMS; PREPRITE INTERIOR/EXTERIOR BLOCK FILLER B25W25, APPLIED AT A DRY FILM
THICKNESS OF NOT LESS THAN 8.0 MILS (0.203 mm).
b. INTERIOR CONCRETE AND MASONRY PRIMER: FACTORY FORMULATED ALKALAI-RESISTANT ACRYLIC-LATEX
INTERIOR PRIMER FOR INTERIOR APPLICATION. SHERWIN-WILLIAMS; PREPRITE MASONRY PRIMER B28W300,
APPLIED AT A THICKNESS OF NOT LESS THAN 3.0 MILS (0.076 mm).
c. INTERIOR GYPSUM BOARD PRIMER: FACTORY FORMULATED LATEX-BASED PRIMER FOR INTERIOR
APPLICATION. SHERWIN-WILLIAMS; PREPRITE 200 LATEX WALL PRIMER B28W200 SERIES, APPLIED AT A
THICKNESS OF NOT LESS THAN 1.6 MILS (0.041 mm).
d. INTERIOR WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI-GLOSS ALKYD-ENAMEL FINISHES: FACTORY
FORMULATED ALKYD- OR ACRTLIC-LATEX-BASED INTERIOR WOOD PRIMER. SHERWIN-WILLIAMS; PREPRITE
WALL AND WOOD PRIMER B49W200 SERIES, APPLIED AT A THICKNESS OF NOT LESS THAN 1.6 MILS (0.041 mm).
e. INTERIOR FERRIS METAL PRIMER: FACTORY FORMULATED QUICK-DRYING RUST-INHIBITIVE WATERBASED
ENAMEL ALKYD FINISH METAL COATING.
6.
PROVIDE INTERIOR FINISH COATS AS LISTED BELOW.
a. INTERIOR FLAT ACRYLIC ENAMEL: FACTORY-FORMULATED FLAT ACRYLIC-LATEX INTERIOR ENAMEL. USE
FLAT FINISH AT CEILINGS ONLY. SHERWIN-WILLIAMS; PROGREEN 200 INTERIOR LATEX EGG-SHELL ENAMEL
B20W200 SERIES. APPLIED AT A DRY FILM THICKNESS OF NOT LESS THAN 1.6 MILS (0.041 mm).
b. INTERIOR SEMI-GLOSS ALKYD ENAMEL: FACTORY-FORMULATED SEMI-GLOSS ALKLD-ENAMEL FOR INTERIOR
APPLICATION. USE SEMI-GLOSS FINISH AT ALL INTERIOR WALL SURFACES. SHERWIN-WILLIAMS; PROGREEN
200 INTERIOR ALKYD SEMI-GLOSS ENAMEL B34W200 SERIES. APPLIED AT A DRY FILM THICKNESS OF NOT
LESS THAN 1.7 MILS (0.043 mm).
c. INTERIOR SEMI-GLOSS WATER-BASED ALKYD ENAMEL FOR WOOD AND METAL SURFACES: FACTORY
-FORMULATED FULL-GLOSS ALKLD-ENAMEL FOR INTERIOR APPLICATION. USE SEMI-GLOSS FINISH AT ALL
HOLLOW METAL FRAMES, HOLLOW METAL DOORS, WOOD AND METAL TRIM AND ACCESSORIES. SHERWIN
-WILLIAMS; SHER-CRYL HIGH-PERFORMANCE ACRYLIC. APPLIED AT A DRY FILM THICKNESS OF NOT LESS
THAN 1.7 MILS (0.043 mm).
7.
APPLY MATERIALS UNDER PROJECT CONDITIONS AS LISTED BELOW.
a. APPLY WATERBORN PAINTS ONLY WHEN TEMPERATURES OF SURFACES TO BE PAINTED AND SURROUNDING
AIR ARE BETWEEN 50 AND 90 DEG. F (10 AND 32 DEG. C).
b. APPLY SOLVENT-THINNED PAINTS ONLY WHEN TEMPERATURES OF SURFACES TO BE PAINTED AND
SURROUNDING AIR ARE BETWEEN 45 AND 95 DEG. F (7 AND 35 DEG. C).
c. APPLY WATER-BASED TWO COMPONENT POLYURETHANE FORTIFIED PAINT FINISH SYSTEM AT AN AIR
TEMPERATURE BETWEEN 50 AND 80 DEG. F WITH RELATIVE HUMIDITY LESS THAN 50%.
d. DO NOT APPLY PAINT IN SNOW, RAIN, FOG OR MIST; OR WHEN RELATIVE HUMIDITY EXCEEDS 85%; OR AT
TEMPERATURES LESS THAN 5 DEG. F (3 DEG. C) ABOVE THE DEW POINT; OR TO DAMP OR WET SURFACES.
8.
REMOVE HARDWARE AND HARDWARE ACCESSORIES, LIGHTING FIXTURES, ELECTRICAL OUTLET AND SWITCH PLATES,
MECHANICAL DIFFUSERS, GRILLES, ESCUTCHEONS, REGISTERS, FITTINGS AND FASTENERS PRIOR TO COMMENCING THE
WORK; STORE, CLEAN, AND REPLACE UPON COMPLETION.
9.
ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED, AND PREPARED FOR PAINTING PRIOR TO
APPLICATION OF PAINT ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
10.
APPLY PAINT ACCORDING TO MANUFACTURER'S INSTRUCTIONS. USE APPLICATIONS AND TECHNIQUES BEST SUITED FOR
SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED.
11.
APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, PRETREATED, OR OTHERWISE PREPARED FOR
PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION.
MICHAEL N. SCHUSTER
#7088
EXP. DATE: 12/31/2015
WALL COVERING
1.
WALL FINISHES IN PROJECT AREAS SHALL BE MINIMUM CLASS C (FLAMESPREAD 0 200, SMOKE DEVELOPED 0-450) PER
ASTM E84. WALL FINISHES IN EXIT ACCESS CORRIDORS SHALL BE MINIMUM CLASS B (FLAMESPREAD 0 75, SMOKE
DEVELOPED 0-450).
2.
ALL WALLS SCHEDULED TO RECEIVE WALL COVERING SHALL BE PRIMED WITH LATEX BASED PRIMER.
3.
PROVIDE WALL COVERING WHERE NOTED. CONTRACTOR TO PROVIDE WALL COVERING, ADHESIVE AND ALL OTHER
MATERIALS. WALL COVERING ADHESIVES SHALL BE TYPES APPROVED BY THE WALL COVERING MANUFACTURER
FOR USE WITH ITS PRODUCTS. WALL COVERING TO CONFORM WITH OBC TABLE 803.5.
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
1.
PAINTING (CONTINUED)
Cintas Center SAASS Interior Renovation
DIVISION 9 - FINISHES (CONTINUED)
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
.
ISSUED
05/29/2015
06/12/2015
FOR PERMIT
FOR CONSTRUCTION
NO. DATE
REVISION
PROJECT NO.
15136.00
DRAWING TITLE
ARCHITECTURAL
SPECIFICATIONS
G0.3
SHEET KEYNOTES
1.01
1.01
1.01
NO WORK IN THIS AREA.
1.02
REMOVE EXISTING WALL, DOOR, FRAME, AND ALL
COMPONENTS IN ITS ENTIRETY.
1.03
REMOVE EXISTING 2X2 LIGHTS. EXISTING CEILING GRID TO
REMAIN.
1.04
REMOVE WALL TO EXTENTS SHOWN.
1.05
REMOVE FLOOR SURFACES TO EXTENTS SHOWN.
1.06
REMOVE CEILING AND EXISTING LIGHTING TO EXTENTS
SHOWN.
1.07
REMOVE FRP FROM ALL WALLS TO REMAIN.
1.08
REMOVE SAFE.
1.05
1.06
1.01
1.01
MICHAEL N. SCHUSTER
#7088
EXP. DATE: 12/31/2015
1.01
1.01
22
22
1.03
1.01
1.03
21
1.03
21
1.05
1.01
1.01
1.03
1.03
20
20
1.03
UP
1.03
1.01
1.01
19
19
1.05
1.03
GENERAL NOTES
1.05
25
25
1.05
1.03
A.
SEE ALSO CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE
SUPPRESSION, AND STRUCTURAL DRAWINGS AND
SPECIFICATIONS.
B.
GENERAL CONTRACTOR SHALL COORDINATE WITH THE
OWNER FOR SALVAGE OF EXISTING MATERIALS BY OWNER.
PROVIDE MINIMUM THREE BUSINESS DAYS' NOTICE PRIOR
TO DEMOLITION ACTIVITIES TO ALLOW OWNER TO EXAMINE
EXISTING CONDITIONS AND SALVAGE MATERIALS.
1.01
1.01
1.03
1.02
1.06
18
18
C.
COORDINATE DEMOLITION WITH STRUCTURAL DRAWINGS
FOR EXISTING STRUCTURE TO REMAIN AND RE-SUPPORT /
MODIFICATION OF EXISTING STRUCTURE TO REMAIN.
D.
REMOVE ALL EXISTING CONSTRUCTION IN CONFLICT WITH
NEW WORK WHETHER OR NOT SPECIFICALLY INDICATED IN
DRAWINGS. 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 INDICATED.
C:\Users\lpetrakis\Documents\CINTAS-SAASS_CENTRAL_v14_lpetrakis.rvt
THE
1.05
1.01
1.05
1.05
1.06
1.04
E.
REMOVE ALL DEMOLITION DEBRIS FROM SITE AND DISPOSE
OF LEGALLY.
F.
PATCH PENETRATIONS IN FLOOR AND WALLS RESULTING
FROM DEMOLITION. RESTORE DAMAGE TO FIRE-RATED
SYSTEMS INCLUDING FIREPROOFING.
G.
COORDINATE DEMOLITION OF EXISTING BUILIDNG MASONRY
WITH EXISTING CONSTRUCTION (LINTELS / CONTROL
JOINTS). PATCH BACK AND TOOTH IN NEW MASONRY AS
REQUIRED TO RESTORE EXISTING AREAS AFFECTED BY NEW
WORK.
1.07
17
17
1.06
I.
1.08
6/12/2015 10:04:37 AM
J.
16
2
A1.0
PARTIAL DEMO RCP
MEZZANINE LEVEL
1/8" = 1'-0"
1
A1.0
PARTIAL DEMO PLAN
MEZZANINE LEVEL
1/8" = 1'-0"
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
.
ISSUED
05/29/2015
06/12/2015
FOR PERMIT
FOR CONSTRUCTION
NO. DATE
REVISION
H.
PROTECT ALL EXISTING LANDSCAPE TO REMAIN.
COORDINATE REMOVAL OF EXISTING LANDSCAPE PLANT MATERIAL
FOR
POSSIBLE STOCKPILING BY OWNER. COORDINATE WITH
OWNER AND LANDSCAPE DRAWINGS. GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR STOCKPILING EXISTING
TOPSOIL
FOR REUSE IN NEW WORK.
1.05
16
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
1.01
Cintas Center SAASS Interior Renovation
1.03
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.
PROJECT NO.
15136.00
DRAWING TITLE
MEZZANINE
LEVEL DEMO
PLANS
A1.0
221
7' - 6"
82
.0
0
9' - 0"
WOMEN'S
207
Sim
13
A5.0
2.01
PROVIDE PLASTIC LAMINATE COUNTERTOP WITH STEEL
ANGLE SUPPORTS. REFER TO SHEET A5.0 FOR DETAILS.
2.02
PROVIDE PLASTIC LAMINATE MILLWORK BASE AND WALL
CABINETS WITH SOLID SURFACE COUNTERTOP AND
COUNTER-MOUNTED SINK. REFER TO SHEET A9.1 FOR
DETAILS.
2.03
BRANDING WALL LOCATION. REFER TO BRANDING PACKAGE
FOR BLOCKING REQUIREMENTS.
2.04
PROVIDE LED COVE LIGHTING AT THIS LOCATION, FULL
HEIGHT OF WALL. COLOR: XAVIER BLUE.
2.05
COPIER/PRINTER BY OWNER.
2.08
ALIGN FINISH FACE OF NEW WALL WITH FACE OF EXISTING
WALL.
2.09
3 (THREE) TV ARRAY, BY MOTZ, THIS AREA. PROVIDE
BLOCKING AS NEEDED. SEE ELECTRICAL DRAWINGS.
COORDINATE LOCATION / MOUNTING HEIGHT WITH OWNER.
221A
5' - 2 1/2"
26
2.
00
°
207
°
6' - 0"
CLEAR
8.01
STUDY
221
220A
209
CIRCULATION
209
9' - 0"
220
11' - 3 3/8"
8.07
SHEET KEYNOTES
2.08
STUDY
220
W3
STAIR #1
9' - 0"
122
208
9' - 0 7/8"
ELEV
122
MEN'S
208
2.10
1 (ONE) TV, BY MOTZ, THIS AREA. PROVIDE BLOCKING AS
NEEDED. SEE ELECTRICAL DRAWINGS. COORDINATE
LOCATION / MOUNTING HEIGHT WITH OWNER.
8.01
GWB SOFFIT. REFER TO CEILING DETAILS FOR MORE
INFORMATION.
8.02
LINEAR WALLWASHER LIGHT. REFER TO ELECTRICAL
DRAWINGS.
8.03
SPECIALTY ACCENT LIGHTING. REFER TO ELECTRICAL
DRAWINGS.
8.04
LED COVE LIGHTING AT THIS LOCATION. REFER TO
ELECTRICAL DRAWINGS.
8.06
LINEAR, SUSPENDED LIGHT. BOTTOM OF FIXTURE @ 22'-0"
AFF. REFER TO ELECTRIAL DRAWINGS, TYP. OF (10)
8.07
RECESSED CAN LIGHT. REFER TO ELECTRICAL DRAWINGS.
8.08
FULL, UNCUT 2X2 TILE.
8.09
FLOORING TRANSITION BELOW, SHOWN F.R.O. LIGHT
FIXTURES TO ALIGN TO FLOORING EDGE.
MICHAEL N. SCHUSTER
#7088
EXP. DATE: 12/31/2015
2.03
8.02
CLASSROOM
204
204
210
26' - 0"
2.10
21
21
8.09
9 EQUAL SPACES = 76' - 10"
8.03
PRE-FUNCTION
210
203
A3.1
CLASSROOM
203
1
8.06 TYP.
2
2.10
20
20
UP
22' - 0"
CLASSROOM
202
STAIR #3
202
REFLECTED CEILING
PLAN LEGEND
2.09
2' - 6"
2.03
2.04
19
1
A5.0
205
211
25
6' - 10 3/4"
CORRIDOR
211
3
A5.0
6/12/2015 10:01:52 AM
8.01
215A
2.08
2
A5.0
11
1/8
"
2.03
8.07
Sim
4
A5.0
216
9' - 0"
6' - 8"
°
.00
135
217
217A
9' - 0"
1
2'
4"
2.02
7
A5.0
217B 135.
00°
W1
17
8.08
2.04
B.
ALL INTERIOR COLUMN WRAPS SHALL BE "G2-A" WITH
PARTITION MODIFIER "b" UNLESS NOTED OTHERWISE.
REFER TO SHEET A6.1 FOR PARTITION TYPES.
C.
COORDINATE FINAL PARTITION LOCATIONS WITH FURRING
AT STRUCTURAL ELEMENTS.
D.
ALL INTERIOR DIMENSIONS ARE TO CENTERLINE OF STUD
OR MASONRY UNLESS NOTED OTHERWISE. ANGLED WALL
DIMENSIONS ARE TO INSIDE ANGLE OF WALL.
E.
ALL EXTERIOR AND EXISTING DIMENSIONS ARE TO FINISH
FACE OF INTERIOR OF WALL.
F.
REFER TO SHEET A5.0 FOR OPENING TYPES AND
ELEVATIONS.
21' - 0"
A5.0
6
2.01
G.
FINAL LOCATION OF WALL-MOUNTED SWITCHES AND A/V
CONTROLS SHALL BE REVIEWED BY ARCHITECT PRIOR TO
INSTALLATION.
H.
ALL DOOR FRAMES TO BE LOCATED 4" FROM FACE OF
SHEATHING OR MASONRY UNLESS NOTED OTHERWISE.
I.
SEE SHEET A9.0 FOR FINISH SCHEDULE INFORMATION.
2.01
J.
ALL FLOOR FINISH TRANSITIONS SHALL OCCUR AT THE
CENTERLINE OF THE DOOR IN THE CLOSED POSITION OR
THE CENTERLINE OF A FRAMED OPENING. CONSULT WITH
ARCHITECT FOR ANY DISCREPENCIES.
K.
ALL FURNITURE & EQUIPMENT SHOWN IS FOR REFERNCE
ONLY. OWNER TO PROVIDE ALL FURNITURE & EQUIPMENT
UNLESS NOTED OTHERWISE.
L.
ALIGN INTERIOR WALLS WITH CENTERLINE OF EXTERIOR
MULLIONS UNLESS NOTED OTHERWISE.
M.
FIELD VERIFY ALL DIMENSIONS AND FINAL CEILING ELEVATIONS.
N.
CONTRACTOR TO COORDINATE CEILING GRID LOCATION WITH
ELECTRICAL DRAWINGS.
2.08
219A
STORAGE
219
1/8" = 1'-0"
ALL INTERIOR PARTITION WALLS SHALL BE "G1-A" WITH
PARTITION MODIFIER "b" UNLESS NOTED OTHERWISE.
REFER TO SHEET A6.1 FOR PARTITION TYPES.
5
COMPUTER ROOM
217
2.05
9' - 0"
2
A2.0
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
.
ISSUED
05/29/2015
06/12/2015
FOR PERMIT
FOR CONSTRUCTION
NO. DATE
REVISION
218A
CONFERENCE
218
PARTIAL RCP
MEZZANINE LEVEL
OFFICE
216
216A
2.08
8' - 0"
OFFICE
215
101 SF
9' - 0"
8 3/4"
C:\Users\lpetrakis\Documents\CINTAS-SAASS_CENTRAL_v14_lpetrakis.rvt
A5.0
W2
8' -
13
219
GENERAL NOTES
ELECTRICAL
212
8' - 8 1/2"
215
7' - 0"
16
EXPOSED, SEE FINISH SCHEDULE
2.04
18
8.02
218
OFFICE
206
7' - 8 1/2"
8' - 10 7/8"
8.04
17
ACT-1, SEE FINISH SCHEDULE
2.04
212
8.04
OFFICE
205
213A
8.04
18
GYP., SEE FINISH SCHEDULE
RECEPTION
213
CLASSROOM
201
206
9' - 0"
201
6"
2' - 2"
25
15
A5.0
213
9' - 0"
1' R2
15' - 1 5/8"
8.04
14' - 0 5/8"
19
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
22
2' - 6"
22
Cintas Center SAASS Interior Renovation
STAIR #2
16
1
A2.0
PARTIAL FLOOR PLAN
MEZZANINE LEVEL
1/8" = 1'-0"
O.
CONTRACTOR TO COORDINATE HVAC LAYOUT WITH
MECHANICAL DRAWINGS.
P.
CONTRACTOR TO COORDINATE ALL SPRINKLER HEAD
LOCATIONS WITH ELECTRICAL AND HVAC. REFER TO MEP
DRAWINGS FOR MORE INFORMATION.
Q.
RECESSED LIGHT FIXTURES, SPRINKLER HEADS, AND CEILING
MOUNTED DEVICES LOCATED IN ACT CEILINGS SHALL BE
CENTERED WITHIN THE CEILING TILE, U.O.N.
R.
CENTER ACOUSTIC CEILING TILE GRID WITHIN ENCLOSED
ROOMS, U.O.N.
PROJECT NO.
15136.00
DRAWING TITLE
MEZZANINE
LEVEL
CONSTRUCTION
PLAN
A2.0
12
A5.0
EXISTING WALL
SIM
8
8
PL-X
A5.0
LED COVE LIGHT, FULL
HEIGHT. REFER TO
ELECTRICAL DWGS.
PL-X
4"
4"
6"
6
A5.0
1/4" = 1'-0"
COUNTERTOP,
BACKSPLASH,
AND SIDESPLASH
WHERE OCCURS
4"
PROVIDE BLOCKING
IN WALL AS
REQUIRED
(2) ADJ. HEIGHT
SHELVES
2' - 1"
1/2" WIRE PULL
3' - 0"
PLASTIC
LAMINATE OVER
3/4" PLYWOOD
SUBSTRATE, TYP.
1/2" WIRE PULL
2
A5.0
P-LAM CLEAT
SECURED TO
WALL
PLASTIC
LAMINATE OVER
3/4" PLYWOOD
SUBSTRATE, TYP.
3' - 0"
2' - 6"
PLASTIC LAMINATE
OVER 3/4" PLYWOOD
SUBSTRATE
COUNTERTOP WITH
BACKSPLASH
SINK
1/2" WIRE PULL
12
A5.0
1 1/2"
ADJUSTABLE HT
SHELF
1' - 0"
BASE AS
SCHEDULED
LED COVE LIGHT, FULL
HEIGHT. REFER TO
ELECTRICAL DWGS.
"
MICHAEL N. SCHUSTER
#7088
EXP. DATE: 12/31/2015
M
PLAN DETAIL
COVE LIGHT @ BRANDING WALL
1
A5.0
1 1/2" = 1'-0"
PLAN DETAIL
COVE LIGHT @ CURVE
1 1/2" = 1'-0"
PRE-FINISHED STEEL ANGLE
COUNTERTOP SUPPORT
BASE AS
SCHEDULED
3 1/2"
PROVIDE UNDER
CABINET LIGHT
VALENCE
2' 2
1/4" = 1'-0"
COUNTERTOP,
BACKSPLASH,
AND SIDESPLASH
WHERE OCCURS
4"
COUNTERTOP,
BACKSPLASH,
AND SIDESPLASH
WHERE OCCURS
INT. ELEVATION
108 - COMPUTER - NORTH
5
A5.0
1/4" = 1'-0"
204.0
0°
INT. ELEVATION
108 - COMPUTER - SOUTH
81
/2"
INT. ELEVATION
102 - KITCHENETTE
4"
9
A5.0
CLEAT TO WALL
21' - 0" V.I.F.
2' - 6"
11
A5.0
STEEL ANGLE
SUPPORTS @ 36" O.C.
COPIER BY OWNER
4"
10
A5.0
STEEL ANGLE
SUPPORTS @ 36" O.C.
24' - 7 3/4"
FILLER
4"
1' - 6"
3' - 0"
3' - 0"
CLEAR
1' - 6"
2' - 10 1/2"
2' - 5"
7
A5.0
"
2' - 6"
SPACE FOR
UNDERCABINET
FRIDGE
2' - 6"
3' - 0"
1' 8
5 3/8"
1' - 6"
A5.0
DETAIL
WALL CABINET
11
A5.0
3/4" = 1'-0"
MILLWORK
BASE CABINET
10
A5.0
3/4" = 1'-0"
MILLWORK
REFRIGERATOR
9
A5.0
3/4" = 1'-0"
MILLWORK
SINK CABINET
DETAIL
COUNTERTOP ONLY
8
A5.0
3/4" = 1'-0"
5 1/2"
3/4" = 1'-0"
4"
1' - 0 7/8"
LED COVE LIGHT, FULL
HEIGHT. REFER TO
ELECTRICAL DWGS.
LED COVE LIGHT, FULL
HEIGHT. REFER TO
ELECTRICAL DWGS.
"
20
1.0
0°
6"
41
/8"
1' 8
3
A5.0
1 1/2" = 1'-0"
PLAN DETAIL
END OF CURVED WALL
1 1/2" = 1'-0"
6 7/8"
4
A5.0
PLAN DETAIL
COVE LIGHT @ BRANDING WALL
1/2
"
DOOR HARDWARE SCHEDULE:
DOOR SCHEDULE
DOOR
"
1/8
-11
13'
MARK
1' - 7 1/8"
25
WALL MOUNTED
COUNTERTOP - SEE SIMILAR
COMPUTER ROOM
ELEVATIONS THIS SHEET
MEZZANINE
213A
215A
216A
217A
217B
218A
219A
220A
221A
NO.
PANELS
ROOM
RECEPTION
OFFICE
OFFICE
COMPUTER ROOM
COMPUTER ROOM
CONFERENCE
STORAGE
STUDY
STUDY
1
1
1
1
1
1
1
1
1
FRAME
WIDTH HEIGHT ELEVATION MATERIAL FINISH ELEVATION MATERIAL
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
2
2
2
2
2
2
WD
WD
WD
WD
WD
WD
1
1
WD
WD
ST
ST
ST
ST
ST
ST
ST
ST
ST
2
3
3
4
2
5
1
6
7
FIRE
RATING
FINISH
AL
AL
AL
AL
AL
AL
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
AL
AL
HARDWARE
-
COMMENTS
03
02
02
03
03
01
04
01
01
DOOR NOTES:
15
A5.0
RECEPTION MILLWORK ENLARGED PLAN
1.
ALL DOOR HARDWARE TO ALLOW FREE EGRESS IN THE DIRECTION OF EGRESS TRAVEL.
2.
OWNER TO CONFIRM ALL HARDWARE REQUIREMENTS AND KEYING WITH HARDWARE SUPPLIER.
1/4" = 1'-0"
Hardware Set 01
Qty Mfgr
4 ea
Hager
1 ea
Falcon
1 ea
Rockwood
Description
Hinge
Passage Set
Wall Stop
Model
Finish
BB1168 4 1/2” x 4 1/2”
652
MA101 DG
626
401
626
Hardware Set 02
Qty Mfgr
4 ea
Hager
1 ea
Falcon
1 ea
Best
1 ea
Rockwood
Description
Hinge
Office Lock
Mortise Cylinder
Wall Stop
Model
Finish
BB1168 4 1/2” x 4 1/2”
652
MA521L DG
626
1E74
626
401
626
Hardware Set 03
Qty Mfgr
4 ea
Hager
1 ea
Falcon
1 ea
LCN
1 ea
Rockwood
Description
Hinge
Classroom Lock
Closer
Wall Stop
Model
Finish
BB1168 4 1/2” x 4 1/2”
652
MA571BD DG
626
4040XP
ALUM
401
626
Hardware Set 04
Qty Mfgr
4 ea
Hager
1 ea
Falcon
1 ea
Best
1 ea
LCN
1 ea
Rockwood
Description
Hinge
Storeroom Lock
Mortise Cylinder
Closer
Wall Stop
Model
Finish
BB1168 4 1/2” x 4 1/2” NRP 652
MA581L DG
626
1E74
626
4040XP
ALUM
401
626
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
3
9' R1
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
GLAZING KEY:
G1
G2
DOOR ELEVATIONS
DOOR FRAME ELEVATIONS
2"
2" 1' - 6"
SEE
SCHEDULE
2"
SCHED
2"
2" 3' - 8"
SEE
SCHED
2"
2"
V.I.F.
SEE
2" 2' - 6" 2"
2"
SEE
1' - 7 5/8"
SCHED
SCHED
2"
1' - 6"
2"
3' - 0"
2"
3' - 0"
CLEAR TEMPERED GLAZING
CLEAR ANNEALED GLAZING (OWNER OPTION)
2"
2"
2"
SEE
2"
1' - 0"
2"
2"
3' - 0"
3' - 0"
2"
2"
2"
3' - 0"
1' - 0"
SEE
.
DATE
.
ISSUED
05/29/2015
06/12/2015
FOR PERMIT
FOR CONSTRUCTION
SCHED.
SCHED.
G2
G2
G1
G1
NO. DATE
G2
G1
REVISION
G1
4"
4"
G1
1' - 7"
2"
G1
4"
G1
SCHEDULE
G1
4"
G1
SEE
SEE
SCHEDULE
BOTTOM OF DECK, V.I.F.
SEE SCHEDULE
SEE SCHEDULE
G1
G1
G1
1
ACOUSTIC CEILING TILE, SEE
FINISH SCHEDULE
1
2
2
3
4
5
5 1/2"
6
4"
HANGER WIRE TO STRUCTURE
7
INTERIOR ALUMINUM WINDOW ELEVATIONS
BOTTOM OF CEILING
SEE RCP
9' - 8"
2"
3' - 0"
2"
3' - 0"
2"
3' - 0"
2"
3' - 0"
2"
3' - 0"
2"
3' - 0"
6' - 6"
2"
2"
2"
2"
WALL ANGLE
3' - 0"
12' - 10"
2"
2"
2"
3' - 0"
2"
3' - 0"
2"
13
A5.0
1 1/2" = 1'-0"
G1
G2
7' - 2"
G1
4' - 11"
G1
DRAWING TITLE
G2
1' - 7"
2"
G1
7' - 2"
6' - 8"
G1
7' - 2"
6' - 8"
G1
4"
G1
W1
W2
BUILDING
DETAILS
G1
4"
RCP DETAIL
ACT TO GYP SOFFIT
G1
4"
GYP. BD. SOFFIT, AS
SCHEDULED
PROJECT NO.
15136.00
BOTTOM OF CEILING
SEE RCP
METAL STUD FRAMING, AS SCHED.
6/12/2015 10:02:06 AM
SEE
SCHED.
2"
C:\Users\lpetrakis\Documents\CINTAS-SAASS_CENTRAL_v14_lpetrakis.rvt
2"
SEE
SCHED.
2"
SEE
Cintas Center SAASS Interior Renovation
CLEAT TO WALL
10 1/2"
2' - 6" 1' - 0"
1' - 1 3/4"
W3
A5.0
PARTITION MODIFICATIONS
4
4
4
A6.1
A6.1
A6.1
a
ROOF DECK
ROOF DECK
ROOF DECK
ROOF DECK
BRACING IF
REQUIRED
BRACING IF
REQUIRED
BRACING IF
REQUIRED
BRACING IF
REQUIRED
SCHEDULED CEILING
SCHEDULED CEILING
SCHEDULED CEILING
SCHEDULED CEILING
SCHEDULED
PARTITION TYPE
SCHEDULED
PARTITION TYPE
SCHEDULED
PARTITION TYPE
SCHEDULED
PARTITION TYPE
FLOOR
FLOOR
FLOOR
b
GENERAL NOTES
THERMAL INSULATION BATTS:
PROVIDE AND INSTALL THERMAL
INSULATION BATTS AT STUD PARTITIONS.
A.
ACOUSTIC INSULATION:
PROVIDE AND INSTALL ACOUSTIC
INSULATION BATTS
ACOUSTIC SEALANT AT HEAD AND
SILL & ACOUSTIC SEALANT AROUND
ALL PENETRATIONS.
PARTITION TYPE
1
01B
A
FLOOR
1
1
1
1
A6.1
A6.1
A6.1
A6.1
A
B
STUD FRAMING TO
UNDERSIDE OF
ROOF DECK; ONE SIDE
OF WALLBOARD TO 6"
ABOVE CEILING, THE
OTHER TO UNDERSIDE
OF ROOF DECK
STUD FRAMING TO
UNDERSIDE OF
ROOF DECK;
OF WALLBOARD TO 6"
ABOVE CEILING
C
D
PARTITION TO
6" ABOVE CEILING
TYPICAL END CONDITION DETAILS
FIRE ASSEMBLY (HOURS)
OR SMOKE PARTITION REQUIREMENT
PARTITION CONFIGURATION
PARTITION WALL MODIFICATION
B.
PARTITION TYPE INDICATORS ARE NOTED ON FLOOR PLANS. SEE LIFE
SAFETY PLANS OR FLOOR PLANS FOR LOCATION AND EXTENT OR
LIMITS OF FIRE AND SMOKE RATED PARTITIONS.
C.
PARTITION TYPE NUMBERS ARE NOT SEQUENTIAL AND CERTAIN
NUMBERS MAY NOT BE USED.
D.
PARTITION TO
UNDERSIDE OF ROOF
DECK
THE PARTITION TYPE DESIGNATION INCLUDES THE PARTITION
FIRE RATING OR SMOKE PARTITION REQUIREMENT (WHERE
APPLICABLE), A PARTITION CONFIGURATION, AND PARTITION WALL
MODIFIERS (WHERE APPLICABLE)
ALL PARTITION TYPE DETAILS ARE PLAN VIEW, UNLESS NOTED OTHERWISE.
E
.
CONTRACTOR TO COORDINATE REQUIRED INTERIOR WALL BRACING WITH HVAC
DUCTWORK PRIOR TO INSTALLATION.
F.
FIRE RATED GYPSUM BOARD SHALL BE USED FOR ALL FIRE RATED WALL
AND CEILING ASSEMBLIES.
G.
NEW PARTITIONS AROUND THE ROOM TYPES LISTED BELOW SHALL BE
CONSTRUCTED TO ACHIEVE THE MINIMUM STC RATING LISTED FOR THE
RESPECTIVE ROOM. WHERE MODIFICATIONS ARE MADE TO AN EXISTING
PARTITION BOUNDING A ROOM LISTED TO ACHIEVE A MINIMUM STC
RATING, THE WORK DONE TO THAT EXISTING PARTITION SHALL BE
CONDUCTED IN THE SAME MANNER AS A NEW STC RATED PARTITION.
FIRESTOP SEALANT @
FIRE RATED PARTITIONS
ACOUSTICAL SEALANT @
ACOUSTICAL PARTITIONS
OMIT @ NON-RATED PARTITIONS
CONTINUOUS
METAL TRACK
L-SHAPED METAL TRIM
PARTITION TYPE
PER PLAN
FASTENERS
(2) EA.SIDE
STEEL CLIP ANGLE
ATTACHMENT
CONTINUOUS DEEP
LEG DEFLECTION
TOP TRACK
PARTITION TYPE
PER PLAN
CONTINUOUS BRIDGING
FLOOR SLAB
FASTENERS
(2) EA.SIDE
STEEL CLIP ANGLE
ATTACHMENT
ACOUSTICAL INSULATION @
ACOUSTICAL PARTITIONS
PARTITION TYPE PER PLAN
CONTINUOUS BRIDGING
PARTITION PERPENDICULAR TO DECKING
A6.1
TYPICAL AT RATED AND ACOUSTICAL
METAL STUD PARTITIONS BASE DETAIL
2
A6.1
SCALE: 1-1/2"=1'-0"
TYPICAL TERMINATION AT RATED WALL
TERMINATION DETAIL
SCALE: 1-1/2"=1'-0"
3
A6.1
DEEP LEG DEFLECTING TOP TRACK NOT RATED HEAD DETAIL
SCALE: 1-1/2"=1'-0"
4
A6.1
RATED AND ACOUSTICAL METAL STUD PARTITIONS
HEAD DETAIL
SCALE: 1-1/2"=1'-0"
CONTINUOUS DEEP
LEG DEFLECTION
TOP TRACK
FASTENERS
(2) EA.SIDE
STEEL CLIP ANGLE
ATTACHMENT
3/4" TYP
UNO
NO FASTENERS
FIRESAFING @
RATED PARTITIONS
ACOUSTICAL INSULATION @
ACOUSTICAL PARTITIONS
ACOUSTICAL INSULATION @
ACOUSTICAL PARTITIONS
PARTITION TYPE PER PLAN
CONTINUOUS BRIDGING
PARTITION PARALLEL TO DECKING
CONTINUOUS DEEP
LEG DEFLECTION
TOP TRACK
FASTENERS
(2) EA.SIDE
STEEL CLIP ANGLE
ATTACHMENT
ACOUSTICAL INSULATION @
ACOUSTICAL PARTITIONS
FASTENERS
(2) EA.SIDE
PARTITION TYPE
STEEL CLIP
PER PLAN
ANGLE
CONTINUOUS BRIDGING
ATTACHMENT
24 GA. DEFLECTION
CHANNEL
L-SHAPED METAL TRIM
PARTITION TYPE
PER PLAN
CONTINUOUS BRIDGING
CLASSROOMS
PROJECT LABS
TEACHER PREP
INDIVIDUAL RESTROOMS
CONFERENCE ROOMS
SMALL GROUP ROOMS
RECEPTION AREA
OFFICES
MAIL/WORK/COPY
PARENT/VOLUNTEER
CLINIC
MEDIA CENTER
INSTRUMENTAL ROOM
MUSIC ROOM
COMPUTER LABS
GYMNASIUM
RR/SHOWER
STUDENT DINING
HEAT PUMP CLOSETS
MECHANICAL ROOMS
WORKROOM/STORAGE
S.E. RESOURCE
ITIN OFFICE
50
50
50
50
50
50
40
50
40
50
50
50
60
60
50
50
53
50
53
53
50
50
50
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
1
3/4" TYP
UNO
NO FASTENERS
FIRESAFING @
RATED PARTITIONS
ACOUSTICAL INSULATION @
ACOUSTICAL PARTITIONS
STRUCTURE
STRUCTURE
1/2"
NO FASTENERS
FIRESTOP SEALANT @
FIRE RATED PARTITIONS
ACOUSTICAL SEALANT @
ACOUSTICAL PARTITIONS
2"
CONTINUOUS DEEP
LEG DEFLECTION
TOP TRACK
METAL DECK
FIRESTOP SEALANT @
FIRE RATED PARTITIONS
ACOUSTICAL SEALANT @
ACOUSTICAL PARTITIONS
2"
FIRE SAFING PER UL #
HW-D-0134 AT FIRE
RATED PARTITIONS
3/4" TYP
UNO
PARTITION TYPE
PER PLAN
2"
NO FASTENERS
STRUCTURE
2"
3/4" TYP
UNO
STC RATINGS BY ROOM:
FIRESTOP SEALANT @
FIRE RATED PARTITIONS
ACOUSTICAL SEALANT @
ACOUSTICAL PARTITIONS
MICHAEL N. SCHUSTER
#7088
EXP. DATE: 12/31/2015
Cintas Center SAASS Interior Renovation
PARTITION CONFIGURATION
PARTITION TYPES
SCALE: 1-1/2" = 1'-0"
6/12/2015 10:02:25 AM
5/8-INCH GYPSUM
BOARD
FIRE RESISTANCE:
(IF INDICATED BY
TAG ON PLANS)
FOR PERMIT
FOR CONSTRUCTION
NO. DATE
FIRE RESISTANCE:
(IF INDICATED BY
TAG ON PLANS)
G1
.
ISSUED
05/29/2015
06/12/2015
3-5/8-INCH METAL
STUD
4 1/4"
1HR UL U419
.
DATE
5/8-INCH GYPSUM
BOARD
3-5/8-INCH METAL STUD
4 7/8"
C:\Users\lpetrakis\Documents\CINTAS-SAASS_CENTRAL_v14_lpetrakis.rvt
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
REVISION
PROJECT NO.
G2
15136.00
DRAWING TITLE
PARTITION
TYPES
A6.1
FINISH LEGEND
FINISH KEY
BASE
RB-1
CEILING FINISH
ACT-1
FINISH DESCRIPTION
MANUFACTURER
PRODUCT / STYLE
COLOR
SIZE
SHEET KEYNOTES
STUDY
221
REMARKS / INSTALLATION
9.01
BASE BID: PROVIDE PC-1 FLOORING THIS AREA. ALTERNATE
1: PROVIDE FLOORING AS SHOWN. AFTER REMOVAL OF
EXISTING FLOOR COVERING, COORDINATE NEW FLOOR
FINISH WITH ARCHITECT.
9.02
BASE BID: PROVIDE LVT-1 FLOORING THIS AREA.
ALTERNATE 1: PROVIDE FLOORING AS SHOWN. AFTER
REMOVAL OF EXISTING FLOOR COVERING, COORDINATE
NEW FLOOR FINISH WITH ARCHITECT.
9.03
APPLY WC-1 TO THIS WALL, TO EXTENTS SHOWN.
9.04
START EDGE OF FINISH TREATMENT AT THIS CORNER.
9.02
RUBBER WALL BASE
JOHNSONITE
ACOUSTICAL CEILING TILE
6" COVE
ARMSTRONG
63 BURNT
UMBER
ULTIMA HIGH NRC SUPRAFINE
9/16" GRID
FLOOR FINISH
CPT-1
CARPET TILE
TANDUS
HALFTONE
CPT-2
CARPET TILE
TANDUS
HALFTONE TRANSITION
CPT-3
CPT-4
LVT-1
CARPET TILE
CARPET TILE
LUXURY VINYL TILE
TANDUS
TANDUS
JOHNSONITE
HALFTONE
HALFTONE
I.D. FREEDOM WOODS IN
SEASONED OAK BARREL
PC-1
POLISHED CONCRETE
WCPT-1
WALK-OFF CARPET
WOMEN'S
207
WHITE WITH
24" x 24"
SQUARE EDGE
18909
MINERAL ORE
18703 CYAN /
MINERAL ORE
18913 CYAN
18910 PITCH
FRE-P 4697
18" x 36"
INSTALL ASHLAR PATTERN
18" x 36"
INSTALL ASHLAR PATTERN
18" x 36"
18" x 36"
6" x 48"
INSTALL ASHLAR PATTERN
INSTALL ASHLAR PATTERN, LOCATED IN OFFICE/CONFERENCE AREAS
MEN'S
208
CPT-1 / CPT-2 / CPT-3 ALTERNATES - COORDINATE WITH ARCHITECT AFTER REMOVAL OF EXISTING
FLOORING
TANDUS
ABRASIVE ACTION II POWERBOND CLEAR
ELEV
122
6' WIDE ROLL
SURFACE MATERIAL
PL-1
PLASTIC LAMINATE
PL-2
PLASTIC LAMINATE
SS-1
SOLID SURFACE
FORMICA
FORMICA
CORIAN
3202-90 OTTER
837-58 GRAPHITE
ANTRACITE
GLOSS FINISH
MATTE FINISH
WALL FINISH
DPT-1
PT-1
PT-2
PT-3
PT-4
WC-1
TBD
TBD
TBD
TBD
TBD
CARNEGIE
TBD
TBD
TBD
TBD
FLAT
XOREL METEOR
WHITE
DRY ERASE PAINT
PAINT
PAINT
PAINT
CEILING PAINT
WALLCOVERING
STUDY
220
CIRCULATION
209
MICHAEL N. SCHUSTER
#7088
EXP. DATE: 12/31/2015
APPLY TO VERTICAL CABINET FACES, LOCATED IN ROOM 102
APPLY TO COUNTERTOP SURFACES, LOCATED IN ROOM 108
COUNTERTOP, LOCATED IN ROOM 102
STAIR #2
117
WHITE
W6427 752
22
9.04
ROOM FINISH SCHEDULE
NAME
FLOOR
FINISH
BASE
FINISH
WALL FINISH
Number
MEZZANINE
201
202
203
204
205
NORTH
EAST
SOUTH
WEST
CEILING
COMMENTS
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
OFFICE
CPT-4
RB-1
WC-1
(1) PT-3
PT-3
PT-3
(2)
206
OFFICE
CPT-4
RB-1
PT-3
(1) PT-3
PT-3
PT-3
(2)
207
208
209
210
WOMEN'S
MEN'S
CIRCULATION
PRE-FUNCTION
(1) LVT-1
(1) PC-1
RB-1
RB-1
PT-2
(2)
PT-2
PT-1
PT-2
(2)
PT-2
PT-1
211
CORRIDOR
(1) LVT-1
RB-1
PT-2
PT-2 / (2)
PT-2
PT-2
212
213
214
215
216
217
218
219
220
221
ELECTRICAL
RECEPTION
VESTIBULE
OFFICE
OFFICE
COMPUTER ROOM
CONFERENCE
STORAGE
STUDY
STUDY
CPT-4
CPT-4
WCPT-1
CPT-4
CPT-4
CPT-4
CPT-4
CPT-4
CPT-4
CPT-4
RB-1
RB-1
RB-1
RB-1
RB-1
RB-1
RB-1
RB-1
RB-1
PT-3
WC-1
PT-3
PT-3
PT-3
PT-3
PT-3
DPT-1
DPT-1
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
DPT-1
DPT-1
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
DPT-1
DPT-1
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
DPT-1
DPT-1
ACT-1 / GYP (2) (1) SEE FINISH PLAN FOR ALT. FLOORING TYPE + LOCATION. (2) APPLY PT-4 AT GYP. SOFFIT LOCATION
(3)
(1) SEE FINISH PLAN FOR ALT. FLOORING TYPE + LOCATION. (2) CUSTOM GRAPHICS THIS LOCATION, BRANDING
PACKAGE ISSUED SEPARATELY. (3) EXISTING CEILING TO REMAIN THIS AREA. APPLY PT-4
ACT-1
(1) SEE FINISH PLAN FOR ALT. FLOORING TYPE + LOCATION. (2) CUSTOM GRAPHICS THIS LOCATION, BRANDING
PACKAGE ISSUED SEPARATELY
(3)
(3) EXISTING CEILING TO REMAIN THIS AREA. APPLY PT-4
ACT-1 / GYP (2) (1) APPLY PT-4 AT GYP. BOARD SOFFIT LOCATION
ACT-1
ACT-1
ACT-1
ACT-1
ACT-1
ACT-1
ACT-1
CLASSROOM
204
Cintas Center SAASS Interior Renovation
ROOM
(1) APPLY NEW FINISH OVER EXISTING DRY ERASE PAINT THIS LOCATION. (2) EXISTING CEILING TO REMAIN THIS
AREA. APPLY PT-4
(1) APPLY NEW FINISH OVER EXISTING DRY ERASE PAINT THIS LOCATION. (2) EXISTING CEILING TO REMAIN THIS
AREA. APPLY PT-4
21
4' - 6"
PRE-FUNCTION
210
9.01
CLASSROOM
203
20
UP
CLASSROOM
202
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
9.04
19
9.03
OFFICE
205
RECEPTION
213
25
OFFICE
206
CLASSROOM
201
9.02
CORRIDOR
211
ELECTRICAL
212
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
18
C:\Users\lpetrakis\Documents\CINTAS-SAASS_CENTRAL_v14_lpetrakis.rvt
OFFICE
215
OFFICE
216
FLOORING FILL
LEGEND
COMPUTER ROOM
217
17
CONFERENCE
218
CPT-4
CPT-2
WCPT-1
CPT-3
PC-1
A.
STORAGE
219
16
1
A9.0
FINISH PLAN
MEZZANINE LEVEL
1/8" = 1'-0"
C.
D.
E.
.
ISSUED
05/29/2015
06/12/2015
FOR PERMIT
FOR CONSTRUCTION
NO. DATE
REVISION
LVT-1
GENERAL NOTES
B.
6/12/2015 10:02:34 AM
CPT-1
.
DATE
ALL FLOOR FINISH TRANSITIONS SHALL OCCUR AT THE
CENTERLINE OF THE DOOR IN THE CLOSED POSITION OR
THE FINISH FACE OF A FRAMED OPENING. CONSULT WITH
ARCHITECT FOR ANY DISCREPENCIES.
UNLESS OTHERWISE NOTED, PAINT ALL GYP. BD. CEILINGS
P-1. PAINT VERTICAL FACE OF SOFFITS TO MATCH
ADJACENT PARTITION, UNLESS OTHERWISE NOTED.
ALL WALLS SHALL BE PAINTED PT-1 WITH BASE RB-1,
UNLESS OTHERWISE NOTED.
USE JOHNSONITE SLIM LINE TRANSITION AS REQUIRED.
CONFIRM ACCENT PAINT LOCATIONS W/ ARCHITECT PRIOR
TO PAINTING.
PROJECT NO.
15136.00
DRAWING TITLE
FINISH PLAN
AND SCHEDULE
A9.0
FURNITURE SCHEDULE, CONT'D.
FURNITURE SCHEDULE
C7
221
C7
T6
Basis of Design Mfr.
Qty.
Item #
Basis of Design Product
Description
Basis of Design Mfr.
Qty.
Item #
Basis of Design Product
Description
C7
C7
207
Steelcase
C-1
15
Reply Swivel-Base Work Chair
26"W x 24" to 25"D x 37.75" to 42.75"H
with Mesh Back
Inside: 18.5"W x 16.875"D
Top Finish: High-Pressure Laminate TBD
with Dual-Wheel Casters
Seat Height: 16" to 21"H
Base Finish - Platinum Silver
with 5" pneumatic seat-height adjustment (16"-21")
Shell Finish: TBD
Synchro-tilt mechanism
Arm Cap Finish: Black
Multi-position back lock
Upholstery: Allow $50/yd COM
Coalesse
T-4
1
Enea Lottus Coffee Table
30" x 30" x 18" H
Answer Freestanding Occasional Table
36" Dia. x 27.563"H
with Glides
Table Top Thickness: 1.125"
Outer back, seat shell, and five-arm plastic base: plastic
3 mm Radius Profile Edge
Top Finish: High-Pressure Laminate TBD
Height-, pivot-, depth-adjustable arms
with 36" X-Base
Base Finish: TBD
1.5" Seat Depth Adjustment
with Adjustable Leveling Glides
Edge Finish: Plastic, Color:TBD
Steelcase
T-5
5
220
209
C7 T6 C7
C7
122
208
Column Diameter: 2.25"
at Offices and Admin.
C7
Column Finish: 4799 Platinum Metallic
Coalesse
C-2
20
Enea Lottus Side Chair
20 3/4"D x 20 3/4"W x 30 1/2"H
Seat Height: 18"
Steelcase
T-6
6
Groupworks Table
MICHAEL N. SCHUSTER
#7088
EXP. DATE: 12/31/2015
60"W x 24"D x 28.5"H
Shell Finish: Polypropylene Color TBD
Table Top Thickness: 1.125"
Upholstered Seat: Price Group 9 or less
Top Finish: High-Pressure Laminate TBD
Base Finish: Platinum Silver
Access Leg Finish: 4799 Platinum Metallic
Edge Finish: Plastic, Color: TBD
Steelcase
C-3
4
i2i Chair
117
lockable casters
32.5"W x 25"D x 31.125"H
Inside: 19"W x 17.5"D
Steelcase
MP-1
3
Under Counter Mobile Pedestal
18"W x 20"D x 24"H
Glide Base Finish: Polished Aluminum
Metallic Paint Color: TBD
Frame Finish: 6249 Platinum
Lockable
Upholstery: Back - 3d Knit Color TBD;
Casters
22
C4
Seat - Cogent Fabric, Color TBD
Steelcase
WS-1A
2
Office Workstation
Answers Product Line
Coalesse
C-4
26
C2
C2
Enea Lottus Sled Base Stool
18"D v 18 1/4"W x 38 1/2"H
24" x 48" rectangular side return
Sled Base
Seat Height: 30"H
Wall mounted metal storage cabinets with
Shell Finish: Polypropylene Color TBD
tackable wall panel surface below, task light
Upholstered Seat: Price Group 9 or less
provide grommet or elec/data access at work
Base Finish: Platinum Silver
top - elect. through support wall panels
C-5
8
Reply Leg-Base Multi-Use Chair
23.25"W x 23"D x 34"H
36" wide x 5-shelf plastic laminate book case
with Mesh Back
Inside: 16.5"W x 17.5"D
*provide under cabinet task lighting
with Dual-Wheel Roll-Control Casters
Seat Height: 19"H
Metallic Paint @ Metal Trim and Components
at Private Offices
Arm Height: 26.75"H
Remaining Finishes: TBD
C4
C2
C2
C4
C4
C4
T1
C4
C4
C4
T1
C2
C2
C2
C2
T2
T2
C2
C2
204
C4
C4
box/box/file at return
Steelcase
C4
T2
30"x 66" 'bullet' style work surface with
C4
T1
Cintas Center SAASS Interior Renovation
Seat Height: 17.5"H
C2
C2
21
210
Frame Finish: 4799 Platinum Metallic
Mesh Color: TBD
Steelcase
WS-1B
2
Office Workstation
C3
Upholstery: Allow $50/yd COM
Answers Product Line
30"x 66" 'bullet' style work surface with
Arm Cap Finish: Black
*same components as WS-1A mirrored configuration
24" x 48" rectangular side return
T3
C3
Wall mounted metal storage cabinets with
Izzy Plus
C-6
2
Harter Forum One-Seater
24.325"W x 27.75"D x 29.75"H
tackable wall panel surface below, task light
Inside: 24"W x 20"D
provide grommet or elec/data access at work
Seat Height: 17"H
top - elect. through support wall panels
Frame Finish: Mirror Finish or TBD
box/box/file at return
Upholstery: Allow $50/yd COM
36" wide x 5-shelf plastic laminate book case
C3
C3
C3
C3
203
T3
C3
C3
*provide under cabinet task lighting
C-7
26
Cobi Chair 434 Series
24 3/4"W x 23 1/4"D x 34"-39"h
Metallic Paint @ Metal Trim and Components
at Computer Room, Student Work Spaces and Conference
Inside: 18 3/4""W x 19 1/2"D
Remaining Finishes: TBD
20
UP
Seat Height: 15 1/2" to 20 1/2""H
Coalesse
T-1
7
Enea Lottus Bar Ht. Table
C4
Reception Workstation
42"h acoustical panels with monolithic fabric
Fixed Arms Finish: Black
Answers Product Line
30"x84" square edge rectangular work surface
Upholstery: Price Group 6
Plastic laminate work surfaces
with under counter supports - provide elec/
Hard Casters Finish: Black
Painted metal storage cabinets
data access and cable management solution
36" 2-drawer lateral file wit adj. box/box/file drawer at back
from back wall
Frame, Outer Back and Base: Black
Steelcase
WS-2
1
C2
T-2
5
Enea Lottus Table
C2
24" x 66" square edge rectangular work
Top Finish: High-Pressure Laminate TBD
10" x 80" transaction ledge
Base Finish - Platinum Silver
No wall mounted cabinets - all components
36" x 36" x 30"H
Metallic Paint @ Metal Trim and Components
Top Finish: High-Pressure Laminate TBD
Remaining Finishes: TBD
Coalesse
T-3
2
Enea Lottus Coffee Table
C4
C4
C2
C4
30" x 30" x 42"H
Base Finish - Platinum Silver
C4
T2
C4
T1
C4
C4
C4
T1
T2
C2
202
C4
C2
C2
per plan
Coalesse
T1
C2
C4
C2
C4
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
Steelcase
19
36" x 36" x 18" H
205
MP-1
Top Finish: High-Pressure Laminate TBD
C7
C1
Base Finish - Platinum Silver
C1
T5
WS-2
MP-1
C7
C7
25
C5
C5
WS-1A
C5
C5
WS-1B
T5
C1
201
206
213
C6
212
T4
C6
18
215
C1
T5
C4
C4
C:\Users\lpetrakis\Documents\CINTAS-SAASS_CENTRAL_v14_lpetrakis.rvt
C5
WS-1A
C5
T1
211
6/12/2015 10:02:41 AM
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
C5
WS-1B
C5
T5
.
DATE
.
ISSUED
06/12/2015
FOR CONSTRUCTION
C1
216
217
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
NO. DATE
REVISION
17
C1
C1
T6
T6
C1
C1
C1
C1 T6
T6 C1
C1
C1
C1
218
PROJECT NO.
15136.00
219
16
1
A9.1
FURNITURE PLAN
MEZZANINE LEVEL
1/8" = 1'-0"
DRAWING TITLE
FURNITURE
PLAN (FOR
REFERENCE
ONLY)
A9.1
SPRINKLER HEADS
SYMBOL
DESCRIPTION
TYPE "A" ; SEMI RECESSED EXTENDED COVERAGE, SPRINKLER HEAD
GENERAL NOTES:
O
1. ALL MATERIAL AND WORKMANSHIP SHALL COMPLY WITH THE 2010
EDITION OF THE OHIO STATE BUILDING CODE AND THE 2010 EDITION
OF NFPA. FIRE PROTECTION WORK SHALL BE PERFORMED IN
ACCORDANCE WITH NFPA. MATERIALS SHALL BE UL LISTED, NEW,
DEFECT FREE AND INSTALLED PER MANUFACTURERS
SPECIFICATION.
2. COORDINATE ALL FIRE PROTECTION WORK WITH ALL OTHER
TRADES PRIOR TO BEGINNING CONSTRUCTION. NO
COMMENCEMENT OF WORK MAY PROCEED UNTIL PROJECT
COORDINATION HAS BEEN COMPLETED BY ALL APPLICABLE
CONTRACTORS AND APPROVED BY THE CONSTRUCTION MANAGER.
ALL WORK TO BE INSTALLED WITHIN COMPLIANCE OF THE PROJECT
SCHEDULE. ALL CONDITIONS SHALL BE FIELD VERIFIED BEFORE
ORDERING EQUIPMENT OR FABRICATION MATERIAL.
A
3. FPC SHALL BE LICENSED AND CERTIFIED IN THE STATE OF OHIO.
4. WHENEVER POSSIBLE ALL SPRINKLER PIPING SHALL BE LOCATED
ABOVE THE CEILING.
5. ALL NEW HEADS SHALL BE QUICK RESPONSE TYPE.
6. ALL SPRINKLER HEADS SHALL BE LOCATED IN THE CENTER OF A 2
X 2 SECTION OF CEILING TILE. HEAD LOCATIONS AND RELATED
BRANCH PIPING SHALL BE BY THE FPC.
8. WHERE ANY NEW PIPING PASSES THROUGH EXISTING WALLS,
FPC SHALL PROVIDE ALL CUTTING AND PATCHING OF WALLS.
9. FPC SHALL MAKE NECESSARY FLOW TESTS; PERFORM
HYDRAULIC CALCULATIONS AND LAYOUT SYSTEM, INCLUDING SIZING
OF PIPING. SPRINKLER PIPING SHALL BE A MINIMUM OF 1".
10. PIPING SHALL BE SUPPORTED INDEPENDENT OF CEILING,
CONDUIT, DUCTWORK, ETC.
CODED NOTES: #
NO WORK TO BE PERFORMED IN THIS AREA.
2.
EXISTING TO REMAIN.
3.
REMOVE EXISTING LIGHT FIXTURES IN THIS AREA.
5/29/2015 4:03:44 PM
L:\ACAD\PROJECTS\MOTZ\XAVIER UNIVERSITY\XU.2014.06 (STUDENT ATHLETE ACADEMIC SUPPORT SERVICES)\FP-2.1.DWG
1.
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
XU Cintas Center SAASS Interior Renovation
7. NEW PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH CAST
IRON SCREWED FITTINGS.
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
06-12-15
NO. DATE
ISSUED
FOR CONSTRUCTION
REVISION
PROJECT NO.
15136.00
N
FLOOR PLAN
SCALE: 1/8" = 1'-0"
W
DRAWING TITLE
E
S
FIRE PROTECTION
MEZZANINE
FLOOR PLAN
FP2.1
GENERAL NOTES:
1. THE PLUMBING 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.
2. WHERE PLUMBING CONTRACTOR TRENCHES EXISTING PLASTER
WALLS OR CEILINGS, CONTRACTOR TO PLAN FOR REPAIRS IN A 3'
AREA AROUND TRENCH DURING BIDDING PROCESS.
3. PLUMBING CONTRACTOR MUST COORDINATE EXACT LOCATION
OF ALL DOMESTIC WATER PIPING WITH ALL OTHER TRADES PRIOR
TO INSTALLATION OF ANY PIPING. MANY SPACES IN THE BUILDING
WILL BE EXTREMELY CONGESTED AND COORDINATION WITH OTHER
TRADES IS A MUST.
O
4. PLUMBING CONTRACTOR SHALL REMOVE ALL PIPING THAT WILL
NOT BE USED IN THE FINAL ARRANGEMENT.
CODED NOTES: #
1. NO WORK TO BE PERFORMED IN THIS AREA.
2. EXISTING TO REMAIN.
A
5/29/2015 4:03:44 PM
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
L:\ACAD\PROJECTS\MOTZ\XAVIER UNIVERSITY\XU.2014.06 (STUDENT ATHLETE ACADEMIC SUPPORT SERVICES)\P-2.1.DWG
XU Cintas Center SAASS Interior Renovation
3. CONTRACTOR TO INSTALL A SINGLE BOWL, UNDERCOUNTER
MOUNTED,STAINLESS STEEL SINK.
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
06-12-15
NO. DATE
ISSUED
FOR CONSTRUCTION
REVISION
PROJECT NO.
15136.00
N
W
FLOOR PLAN
SCALE: 1/8" = 1'-0"
DRAWING TITLE
E
S
PLUMBING
MEZZANINE
FLOOR PLAN
P2.1
GENERAL NOTES:
A.
UNLESS OTHERWISE NOTED, ALL DUCTWORK SHOWN DARK IS NEW.
REMOVE ALL EXISTING DUCTWORK NOT USED IN FINAL ARRANGEMENT.
JOB SITE VISIT IS REQUIRED FOR THIS DETERMINATION.
B.
SHEET MTL. CONTR. 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.
C.
INSTALL A MANUAL DAMPER IN ALL NEW BRANCH DUCTS, INCLUDING
CONNECTIONS TO ALL CEILING OUTLETS. ALL ROUND CONNECTIONS
TO MAIN AND TRUNK DUCTS SHALL BE MADE WITH CONICAL FITTINGS.
D.
INSTALL TRANSITION IN OUTLET OF ALL TERMINAL UNITS TO MATCH
SIZES OF TERMINAL UNIT AND EXISTING SUPPLY DUCTWORK AS
INDICATED.
E.
FOR ADDITIONAL INFORMATION CONCERNING TERMINAL UNITS, SEE
SCHEDULE, DETAIL SHEETS.
F.
ALL SQUARE THROATED ELBOWS SHALL HAVE AIRFOIL TURNING VANES
AND SHALL ONLY BE USED WHEN RADIUS ELBOWS WILL NOT FIT.
G.
CONTRACTORS SHALL TAKE OVERALL CFM MEASUREMENTS ON ALL
SUPPLY AND RETURN FANS PRIOR TO COMMENCING ANY WORK.
INFORMATION GATHERED SHALL BE UTILIZED FOR REBALANCING
SYSTEM. CONTRACTOR SHALL REBALANCE ALL SYSTEMS AT THE
CONCLUSION OF THE PROJECT.
H.
DUCTWORK TO DIFFUSER IS SAME SIZE AS DIFFUSER NECK SIZE.
O
A
CODED NOTES: #
L:\ACAD\PROJECTS\MOTZ\XAVIER UNIVERSITY\XU.2014.06 (STUDENT ATHLETE ACADEMIC SUPPORT SERVICES)\M-2.1.DWG
5/29/2015 4:03:44 PM
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
NO WORK TO BE PERFORMED IN THIS AREA. EXISTING VENTILATION TO
REMAIN UNCHANGED.
XU Cintas Center SAASS Interior Renovation
1.
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
06-12-15
NO. DATE
ISSUED
FOR CONSTRUCTION
REVISION
PROJECT NO.
15136.00
N
W
FLOOR PLAN
SCALE: 1/8" = 1'-0"
DRAWING TITLE
E
S
HVAC
MEZZANINE
FLOOR PLAN
M2.1
LEGEND
O
SCALE: NONE
DETAIL - VOLUME DAMPER
7
M-5.4
TERMINAL VAV UNIT
DUCT TRANSITION (15
DEGREE MAXIMUM OFFSET)
HEATING COIL
6
M-5.4
SCALE: NONE
CONTROL CABINET
FLEXIBLE CONNECTION SECURED WITH
DOUBLE DRAW BANDS AT EACH END.
MAXIMUM LATERAL OFFSET TO BE 2
INCHES.
PROVIDE PIPE SLEEVE
INSTALLED WITHIN WALL.
CUT WALL OPENINGS TO
INSTALL SLEEVE AND
PROVIDE PATCHING FOR
OPENINGS AS REQUIRED.
DUCT SIZE TO
MATCH INLET
CONNECTION
DUCT ACCESS DOOR FOR COIL
CLEANING (10"x10" MINIMUM SIZE)
1/2" MAXIMUM
UNINSULATED
PIPE
L:\ACAD\PROJECTS\MOTZ\XAVIER UNIVERSITY\XU.2014.06 (STUDENT ATHLETE ACADEMIC SUPPORT SERVICES)\M-5.1.DWG
DUCT SIZE AS SHOWN ON THE
FLOOR PLAN DRAWINGS
INSULATED
PIPE
FOUR FEET STRAIGHT DUCT
SECTION (MINIMUM)
ONE INLET DIAMETER (MINIMUM)
24 INCH CLEARANCE (MINIMUM)
NOTE: THE HVAC CONTRACTOR SHALL COORDINATE TO
DETERMINE THE CORRECT LEFT OR RIGHT HAND ACCESS
CONDITION FOR THE VAV UNIT'S CONTROL CABINET.
FIRE
RETARDENT
SEALANT
TIGHTLY PACKED
SAFING INSULATION
THE HVAC CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE
VAV UNIT SUCH THAT THE CONTROL CABINETS ARE ACCESSIBLE FROM
DIRECTLY BELOW THROUGH A 24 INCH BY 24 INCH CEILING TILE OR ACCESS
PANEL WITHOUT ANY OBSTRUCTIONS.
VAV UNIT INSTALLATION DETAIL
SCALE: NONE
1 1/2"
FINISHED INTERIOR WALL SEE
ARCHITECTURAL DRAWINGS
FOR WALL TYPES.
ROUND DUCT BRANCH TAKE-OFF DETAILS
5
M-5.4
SCALE: NONE
WALL PENETRATION DETAIL
4
M-5.4
3
M-5.4
SCALE: NONE
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
MANUAL DAMPER INTEGRAL
INSULATION GUARD SLEEVE
REQUIRED FOR TAP FITTING
TO MAIN DUCT WITH INTERNAL
INSULATION
BELLMOUTH FITTING
06-12-15
ISSUED
FOR CONSTRUCTION
MAIN DUCT
MAIN DUCT
BELLMOUTH FITTING
MANUAL DAMPER INTEGRAL
INSULATION GUARD SLEEVE
REQUIRED FOR TAP FITTING
TO MAIN DUCT WITH INTERNAL
INSULATION
NO. DATE
FLEX DUCT (MAXIMUM
6'-0" MINIMUM 1'-0")
SAME DIAMETER AS
DIFFUSER INLET WITH A
A
OFFSET GREATER THAN 1/2 DEPTH OF DUCT
STRETCH FLEXIBLE
DUCT TO 90% OF
FULLY EXTENDED
LENGTH
MAIN DUCT
BELLMOUTH FITTING
LESS THAN 1/2 A
CEILING TEE
SQUARE TO ROUND
ADAPTER IF DIFFUSER
NECK IS SQUARE
FLEX DUCT
(MAXIMUM 6'-0"
MINIMUM 1'-0")
SAME DIAMETER
AS DIFFUSER
INLET WITH A
REVISION
SHEET METAL
LONG RADIUS SHEET
METAL ELBOW
GREATER THAN 1/2 A
A
LONG RADIUS SHEET
METAL ELBOW
MANUAL DAMPER INTEGRAL
INSULATION GUARD SLEEVE
REQUIRED FOR TAP FITTING
TO MAIN DUCT WITH INTERNAL
INSULATION
STRETCH FLEXIBLE DUCT TO
90% OF FULLY EXTENDED
LENGTH
FLEX DUCT (MAXIMUM
6'-0" MINIMUM 1'-0")
SAME DIAMETER AS
DIFFUSER INLET WITH
SQUARE TO ROUND
ADAPTER IF DIFFUSER
NECK IS SQUARE
SQUARE TO ROUND
ADAPTER IF DIFFUSER
NECK IS SQUARE
STRETCH FLEXIBLE
DUCT TO 90% OF
FULLY EXTENDED
LENGTH
PROJECT NO.
15136.00
CEILING TEE
CEILING TEE
DRAWING TITLE
TAP FROM SIDE OF DUCT
OFFSET LESS THAN 1/2 DEPTH OF DUCT
TAP FROM SIDE OF DUCT
TAP FROM BOTTOM OF DUCT
5/29/2015 4:03:44 PM
FIBERGLASS
INSULATION
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
DETAIL - ACCESS PANEL/ACCESS DOOR
XU Cintas Center SAASS Interior Renovation
A
DUCT OFFSET DETAIL
SCALE: NONE
2
M-5.4
CEILING DIFFUSER CONNECTION DETAILS
SCALE: NONE
HVAC
DETAILS
1
M-5.4
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 CONDUCTORS INCLUDING BRANCH CIRCUIT CONDUCTORS AND
CONTROL WIRING SHALL BE INDIVIDUALLY IDENTIFIED AT BOTH ENDS
AND AT EACH TERMINATION.
C.
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.
D.
METAL CONDUITS, WIREWAYS, AND EQUIPMENT ENCLOSURES SHALL
NOT BE USED AS EQUIPMENT GROUND CONDUCTORS.
E.
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.
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.
CODED NOTES: #
1.
NO WORK TO BE PERFORMED IN THIS AREA.
EXISTING TO REMAIN.
3.
REMOVE EXISTING LIGHT FIXTURES IN THIS AREA.
5/29/2015 4:03:44 PM
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2.
A
XU Cintas Center SAASS Interior Renovation
G.
O
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
B.
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
06-12-15
NO. DATE
ISSUED
FOR CONSTRUCTION
REVISION
PROJECT NO.
15136.00
N
W
E
FLOOR PLAN
SCALE: 1/8" = 1'-0"
DRAWING TITLE
S
ELECTRIC
LIGHTING
MEZZANINE
FLOOR PLAN
E2.1
O
5/29/2015 4:03:44 PM
L:\ACAD\PROJECTS\MOTZ\XAVIER UNIVERSITY\XU.2014.06 (STUDENT ATHLETE ACADEMIC SUPPORT SERVICES)\E-2.1.DWG
SCALE: 1/4" = 1'-0"
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
SOUTH ELEVATION
XU Cintas Center SAASS Interior Renovation
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
06-12-15
NO. DATE
ISSUED
FOR CONSTRUCTION
REVISION
PROJECT NO.
15136.00
DRAWING TITLE
EAST ELEVATION
ELECTRIC
LIGHTING
ELEVATION
SCALE: 1/4" = 1'-0"
E2.2
CODED NOTES: #
1. NO WORK TO BE PERFORMED IN THIS AREA.
2. EXISTING TO REMAIN.
3. EXTEND EXISTING BRANCH CIRCUITING TO NEW TERMINAL UNIT.
O
5/29/2015 4:03:44 PM
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
L:\ACAD\PROJECTS\MOTZ\XAVIER UNIVERSITY\XU.2014.06 (STUDENT ATHLETE ACADEMIC SUPPORT SERVICES)\E-3.1.DWG
XU Cintas Center SAASS Interior Renovation
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
06-12-15
NO. DATE
ISSUED
FOR CONSTRUCTION
REVISION
PROJECT NO.
15136.00
N
W
E
FLOOR PLAN
SCALE: 1/8" = 1'-0"
DRAWING TITLE
S
ELECTRIC
POWER
MEZZANINE
FLOOR PLAN
E3.1
LEGEND
2D
FIRE ALARM CONTROL PANEL
2
NOTIFICATION APPLIANCE EXTENDER PANEL
REMOTE ANNUNCIATOR PANEL
1
MANUAL FIRE ALARM PULL STATION
SMOKE DETECTOR
4D
48" AFF
2
2D
W3
SD
DUCT MOUNTED SMOKE DETECTOR
CM
ADDRESSABLE CONTROL MODULE
IAM
ADDRESSABLE INDICATING MODULE
H
WALL MOUNTED HORN/STROBE UNIT - NO RATING INDICATES 15cd
O
WALL MOUNTED STROBE UNIT - NO RATING INDICATES 15cd
H
75cd
75cd
1
HS
WALL MOUNTED HORN/STROBE UNIT - CANDELA RATING AS INDICATED
WALL MOUNTED STROBE UNIT - CANDELA RATING AS INDICATED
A
CEILING MOUNTED HORN/STROBE UNIT - NO RATING INDICATES 15cd
CEILING MOUNTED STROBE UNIT - NO RATING INDICATES 15cd
HS
75cd
CEILING MOUNTED HORN/STROBE UNIT - CANDELA RATING AS INDICATED
CEILING MOUNTED STROBE UNIT - CANDELA RATING AS INDICATED
75cd
TS
TAMPER SWITCH
FS
FLOW SWITCH
DH
DOOR HOLD OPEN DEVICE
JUNCTION BOX
1
CONDUIT - CONCEALED IN WALL OR ABOVE CEILING
CONDUIT - EXPOSED
D
4D
CONDUIT STUBBED UP
2
RADIO BROADCAST CENTER.
COORDINATE REQUIREMENTS
WITH XAVIER UNIVERSITY.
CONDUIT STUBBED DOWN
W.P.
DENOTES WEATHER PROOF
W.G.
DENOTES WIRE GUARD
N.T.S.
NOT TO SCALE
A.F.F.
ABOVE FINISHED FLOOR
1
CODED NOTES: #
FLATSCREEN TV
127" AFF
2D
21
1. NO WORK TO BE PERFORMED IN THIS AREA.
2. EXISTING TO REMAIN.
1
FLATSCREEN TV
127" AFF
2D
20
1
FLATSCREEN TV TYP. 2
93" AND 127" AFF
2D
FLATSCREEN TV TYP. 2
93" AND 127" AFF
2D
19
5/29/2015 4:03:44 PM
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4D
1
4D
25
1
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
22
XU Cintas Center SAASS Interior Renovation
CONDUIT - CONCEALED IN FLOOR
1
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
W2
1
18
DATE
REMOVE EXISTING HORN STROBE
AND REPLACE WITH NEW.
06-12-15
ISSUED
FOR CONSTRUCTION
2D
HS
2D
RELOCATED
HS
1
RELOCATE
W1
NO. DATE
D
D
D
D
D
D
D
D
D
D
D
REVISION
D
RELOCATE
RELOCATED
4D
D
17
1
D
D
D
LED FLATSCREEN
55" AFF
D
D
PROJECT NO.
15136.00
N
16
FLOOR PLAN
SCALE: 1/8" = 1'-0"
W
DRAWING TITLE
E
4D
S
ELECTRIC
SYSTEMS
MEZZANINE
FLOOR PLAN
E4.1
O
SYMBOL
DESIGNATION
MANUFACTURER
MANUFACTURER
MODEL NO.
NOMINAL
DIMENSIONS W X L
LEGEND
LAMP/
BULB
TYPE
CONFIGURATION
LAMPS
WATTS
LENS/
REFLECTOR
DESCRIPTION
LF-1A
COLUMBIA LIGHTING
LJT 24-30MLG-FSA12-EU
49"W x 25"HIGH
3.125"DEEP
LED
CEILING
3000K
4772 LUMEN
45
HIGH TRANSMISSION PATTERN
#12 ACRYLIC
2'X4' LED RECESSED FIXTURE
(GENERAL ILLUMINATION LIGHT)
LF-1B
COLUMBIA LIGHTING
LJT 24-30MLG-FSA12-EDU
49"W x 25"HIGH
3.125"DEEP
LED
CEILING
3000K
4772 LUMEN
45
HIGH TRANSMISSION PATTERN
#12 ACRYLIC
2'X4' LED RECESSED DIMMABLE FIXTURE
(GENERAL ILLUMINATION LIGHT)
43W
HIGH TRANSMISSION PATTERN
#12 ACRYLIC
2'X2' LED RECESSED DIMMABLE FIXTURE
(GENERAL ILLUMINATION LIGHT)
LF-2A
COLUMBIA LIGHTING
LJT 22-30HLG-FSA12-EDU
24"W x 24"HIGH
4.25"DEEP
LF-3A
GOTHAM
EVO SQ 30/10 4AR LSS 120 EZ1
12.5"W x 11.375"HIGH
6.625"DEEP
LED-DIM
CEILING
3000K
1000 LUMEN
12.8W
-
4" LED DOWNLIGHT
LF-3B
GOTHAM
EVO SQ 30/10 6AR LSS 120 EZ1
13.5"W X 12.375"HIGH
6.875"DEEP
LED-DIM
CEILING
3000K
1000 LUMEN
11.8
-
6" LED DOWNLIGHT
LF-4A
LED LINEAR
W824 500100
25.16"W x .8125"HIGH
1"DEEP
LED
WALL
3000K
75.3 LM/FT
1.8W/FT
-
BLUE COVE STRIP LIGHT
LF-5A
BIRCHWOOD LIGHTING
KEL-LED-325-SLO-30-8'-SC-D10-RAS4CP-R3-SC-6
8'W x 3.25"HIGH
3.25"DEEP
LED-DIM
CEILING
3000K
380 LM/FT
41.6W
FROSTED CLEAR LENS
8' SURFACE MOUNTED ROTATIONAL ARM
LF-6A
LUMENPULSE
DCLX-U-R-A-A-1
15.5"W x 10.5"HIGH
1.75"DEEP
LED
CEILING
3000K
1000 LUMEN
4W
-
6' SURFACE MOUNTED
BIRCHWOOD LIGHTING
NOL-LED-325-HLO-30-8-SC-FC-120-D10CSS-DR-36-G-STND-MW
8'W x 3.25"HIGH
3.25"DEEP
LED-DIM
CEILING
3000K
943 LM/FT
87.2W
FROSTED CLEAR LENS
LF-7B
BIRCHWOOD LIGHTING
NOL-LED-325-SLO-30-*-SC-FC-120-D10CSS-DR-*-G-STND-MW
VARIES x 3.25"HIGH
3.25"DEEP
LED-DIM
CEILING
3000K
471 LM/FT
31.2W
FROSTED CLEAR LENS
LF-8A
PROGRESS LIGHTING
P7510-30
3.25"DIA x 0.9375"HIGH
LED
UNDER COUNTER
3000K
274 LUMEN
4.4W
LF-7A
LED
CEILING
3000K
3845 LUMEN
DESCRIPTION
SYMBOL
LIGHT FIXTURE - EXISTING TO REMAIN
LIGHT FIXTURE - NEW
ILLUMINATED EXIT SIGN - EXISTING TO REMAIN
ILLUMINATED EXIT SIGN - NEW
RECESSED DOWNLIGHT FIXTURE - NEW
STRIP LIGHT FIXTURE - NEW
LIGHT FIXTURE - NEW - CONNECTED TO EMER CIRCUIT
STRIP LIGHT FIXTURE - NEW - CONNECTED TO EMER CIRCUIT
EXTERIOR LIGHT FIXTURE - NEW
GROUNDING TYPE DUPLEX RECEPTACLE - WALL MOUNTED
DOUBLE DUPLEX RECEPTACLE IN FLOORBOX
DIFFUSE POLYCARBONATE
LENS
8' CABLE SUSPENDED STRIP LIGHT
* INDICATES VARIED LENGTH OF MOUNTING HEIGHT
TWO (2) SIDE BY SIDE 6' FIXTURES
GFI
GROUND FAULT INTERRUPTER RECEPTACLE
USB
USB CHARGING DUPLEX RECEPTACLE
DOUBLE DUPLEX RECEPTACLE IN 2 GANG BACKBOX
3.25" UNDER COUNTER MOUNTED LED
2D
DATA RECEPTACLE WALL MOUNTED - NUMBER INDICATES NO. OF DATA JACKS
T,D
TELEPHONE/DATA RECEPTACLE WALL MOUNTED
LEGEND:
LED- LIGHT EMITTING DIODE
DATA RECEPTACLE FLOOR MOUNTED - NUMBER INDICATES NO. OF DATA JACKS
DIM - 0-10VDC DIMMING
SHADED LUMINAIRES INDICATE NIGHT LIGHTS, FED FROM A CENTRAL INVERTER FOR EMERGENCY
SMOKE DETECTOR
FIRE ALARM RELAY MODULE
75cd
FIRE ALARM HORN/STROBE - 75cd INDICATES CANDELA RATING
WG
FIRE ALARM HORN/STROBE - WITH WIRE GUARD
CCTV
CLOSED CIRCUIT TV CAMERA - RELOCATED
R
CARD READER
M
DOOR ALARM CONTACT
EL
ELECTRIC LOCK (OR STRIKE)
PIR
REQUEST TO EXIT MOTION SENSOR
DC
DOOR CONTROL ELECTRONICS
CONDUIT - CONCEALED IN WALL OR ABOVE CEILING
CONDUIT - CONCEALED IN FLOOR
SINGLE-GANG
SWITCH
DOUBLE-GANG
SWITCH
CONDUIT - EXPOSED
THREE-GANG, TWO
SWITCHES, ONE DIMMER
CONDUIT STUBBED DOWN
CONDUIT STUBBED UP
HOMERUN - NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS
N.T.S.
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AFF
NOT TO SCALE
ABOVE FINISHED FLOOR
JUNCTION BOX
DISCONNECT SWITCH
ELECTRIC PANEL
(EVLA-L-27)
EVLA-L
CIRCUIT No. 27 TO PANEL EVLA-L
EMERGENCY ELECTRIC PANEL
(EVLA-EL-4)
USB CHARGING
DUPLEX
RECEPTACLE
DUPLEX
RECEPTACLE
DOUBLE
DUPLEX
RECEPTACLE
DOUBLE-GANG, ONE SWITCH
ONE DUPLEX RECEPTACLE.
NOTE: WHERE PRACTICAL, ALIGN SWITCHES AND RECEPTACLES.
TYPICAL RECEPTACLE AND SWITCH PLATE DETAIL
NOT TO SCALE
EVLA-EL
CIRCUIT No. 4 TO PANEL EVLA-EL
S-EVLA-L-27a
SINGLE POLE SWITCH - PANEL EVLA-L - CIRCUIT 27a
S3W-EVLA-R1-17a
THREE WAY SWITCH - PANEL EVLA-R1 - CIRCUIT 17a
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
LUMINAIRE SCHEDULE
XU Cintas Center SAASS Interior Renovation
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
06-12-15
NO. DATE
ISSUED
FOR CONSTRUCTION
REVISION
PROJECT NO.
15136.00
DRAWING TITLE
ELECTRIC
DETAILS
E5.1
O
EXISTING PANEL No. RP-HA (SECTION 2)
C/B
ACC
CCT
CONV RECEPT PHASE 1
AMP
20
POLE
1
NO
1
CONV RECEPT PHASE 1
20
1
3
WINDOW SHADES
20
1
20
1
7
CEILING PROJECTOR
20
1
9
STUDY 121 RECEPT
20
1
11
RADIO BROADCAST CENTER POWER
20
1
13
CONV RECEPT PHASE 1
20
1
15
CLASSROOM RECEPTS
20
1
17
CLASSROOM RECEPTS
20
1
19
CARD READER / DOOR ACCESS
20
1
21
20
1
A
0.0
0.0
B
20
1
25
-
20
1
27
-
20
1
29
PODIUM POWER
20
1
31
CONV RECEPT PHASE 1
20
1
33
CONV RECEPT PHASE 1
20
1
35
OLD 29 (ICE MACHINE)
20
1
37
STUDY ROOM RECEPTS
20
1
39
STUDY ROOM RECEPTS
20
1
41
C
NO
C/B
AMP
20
2
3.0
8.0
2.5
8
0.0
0.0
6
20
1
VENDING MACHINE
20
12
20
14
0.0
0.0
16
6.0
0.0
6.0
0.0
20
20
18
20
0.5
0.0
5.0
0.0
0.0
0.0
20
7.5
0.0
0.0
0.0
PREFUNCTION 112 TV RECEPT/WALL GRAPH.
1
20
20
20
36
20
20
40
4.5
0.0
42
20
20
1
WINDOW SHADES
20
1
45
WINDOW SHADES
20
1
47
PODIUM POWER
20
1
49
PODIUM POWER
20
1
51
PODIUM POWER
20
1
53
1
55
1
57
FVE-2
*40/2P
CLASSROOM RECEPTS
20
1
59
CLASSROOM RECEPTS
20
1
61
1
-
20
1
63
OFFICE 106/107 RECEPT
1
-
20
1
65
-
20
1
67
-
20
1
69
CEILING PROJECTORS
20
1
71
CEILING PROJECTORS
20
1
73
CEILING PROJECTORS
20
1
75
CLASSROOM RECEPTS
20
1
77
CLASSROOM RECEPTS
20
1
79
MEZZ RECEPT DESK
20
1
81
BEHIND WALL TV
20
1
83
CONV RECEPT PHASE 1
1
1
1
AV POWER DINING OFFICE
1
-
1
1
ACC
MAINS :
225 AMP M.L.O.
25% OF CONTINUOUS LOAD
-
-
-
VOLTAGE RATING :
208Y/120V, 3PH, 4W
NON-CONTINUOUS LOAD
-
-
-
SHORT CIRCUIT RATING :
10,000 AMPS AIC
1.0
1.0
1.0
PANEL MOUNTING :
SURFACE
DERATED NON-CONTINUOUS LOAD
-
-
-
FEEDER SIZE :
-
TOTAL NEC LOAD
-
-
-
FEEDER O/C DEVICE :
-
TERM BOX CVB19-6
AMP
15/3P
POLE
1
NO
1
1
3
1
TERM BOX CVB24-6
TERM BOX CVB18-6
TERM BOX QUAD D EVENT
30
15/3P
20
7
1
9
13
1
15
L:\ACAD\PROJECTS\MOTZ\XAVIER UNIVERSITY\XU.2014.06 (STUDENT ATHLETE ACADEMIC SUPPORT SERVICES)\E-5.1.DWG
5/29/2015 4:03:44 PM
-
CLASSROOM LIGHTING
20/3P
20
19
1
21
1
20
1
25
CLASSROOM LIGHTING
20
1
27
LIGHTING DINING
CLASSROOM LIGHTING
LIGHTING QUAD D EVENT
20
20
20
1
1
1
0.0
0.0
0.0
0.0
LIGHTING QUAD D EVENT
20
1
35
LIGHTING QUAD C/D EVENT
20
1
37
LIGHTING 01C01
20
1
39
COMMON AREA LIGHTS
20
1
41
15/3P
0.0
0.0
0.0
0.0
15/3P
8.9
0.0
8.9
0.0
15/3P
4.5
0.0
8.9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
15/3P
1
1
1
1
15/3P
1
32
1
20/3P
36
40
42
1
4-WELL CO/D PAN
46
20
1
PROJECTION SCREENS
48
20
1
PROJECTION SCREENS
50
20
1
PROJECTION SCREENS
52
20
1
CLASSROOM RECEPTS
54
20
1
CLASSROOM RECEPTS
56
20
1
CONV RECEPTS
58
20
1
-
60
20
1
-
20/3P
1
TOASTER
68
20
1
CONV RECEPT PHASE 1
70
20
1
CONV RECEPT PHASE 1
64
0.0
0.0
0.0
0.0
0.0
0.0
8.0
0.0
8.0
0.0
66
72
20/2P
6.0
0.0
6.0
0.0
0.0
0.0
AV POWER DINING OFFICE
1
74
8.0
0.0
1
76
20
1
AV POWER DINING OFFICE
78
20
1
-
80
20
1
-
82
20
1
-
0.0
0.0
84
20
1
225 AMP M.L.O.
25% OF CONTINUOUS LOAD
-
-
-
VOLTAGE RATING :
208Y/120V, 3PH, 4W
NON-CONTINUOUS LOAD
-
-
-
SHORT CIRCUIT RATING :
10,000 AMPS AIC
1.0
1.0
1.0
PANEL MOUNTING :
SURFACE
DERATED NON-CONTINUOUS LOAD
-
-
-
FEEDER SIZE :
-
TOTAL NEC LOAD
-
-
-
FEEDER O/C DEVICE :
-
DEMAND FACTOR
CIRCUIT DESCRIPTION
CIRCUIT DESCRIPTION
ACC
C/B
ACC
TERM BOX B6A-6
TERM BOX B6B-6
TERM BOX B7A-6
TERM BOX B7B-6
1
TERM BOX B8A-6
TERM BOX B8B-6
CCT
AMP
POLE
1
NO
1
1
3
-
20/3P
1
5
1
7
1
9
AMPERE
A
0.0
0.0
B
-
100/3P
1
11
1
13
1
15
TRANSFORMER RPHA
90/3P
1
17
CIRCULATION LIGHTS
20
1
19
GRAPHIC LIGHTS
20
1
21
PREFUNCTION LIGHTS
20
1
23
PREFUNCTION STRIP LIGHTING
20
1
25
-
20
1
27
-
20
1
29
-
20
1
31
-
20
1
33
-
20
1
35
-
20
1
37
20
20
20
1
1
1
TERM BOXES MISC
-
20
1
39
-
20
1
41
-
MAINS :
400 AMP M.L.O.
25% OF CONTINUOUS LOAD
-
-
-
VOLTAGE RATING :
480V, 3PH, 3W
NON-CONTINUOUS LOAD
-
-
-
SHORT CIRCUIT RATING :
22,000 AMPS AIC
1.0
1.0
1.0
PANEL MOUNTING :
SURFACE
DERATED NON-CONTINUOUS LOAD
-
-
-
FEEDER SIZE :
-
TOTAL NEC LOAD
-
-
-
FEEDER O/C DEVICE :
-
NO
C/B
AMP
2
4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
5.4
0.0
0.1
0.0
2.2
0.0
10.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
50/3P
1
8
1
20/3P
1
12
1
14
1
100/3P
1
18
1
20
1
22
CIRCUIT DESCRIPTION
ACC
1
1
16
0.0
0.0
POLE
6
10
0.0
0.0
LIGHTING QUAD D EVENT
-
C
0.0
0.0
EC-1 01D03, 4, 10, 12
-
CCT
0.0
0.0
1
SUBTOTAL : CONTINUOUS LOAD
DEMAND FACTOR
20
MAINS :
1
1
6.9
0.0
44
62
0.0
0.0
1
38
0.0
0.0
POLE
30
34
ACC
-
1
24
28
6.0
0.0
1
26
8.9
0.0
POLE
-
1
18
22
6.0
0.0
1
20
0.0
0.0
AMP
-
1
12
16
25.9
6.0
1
14
0.0
0.0
NO
SUBTOTAL : CONTINUOUS LOAD
1
6
10
0.0
0.0
33
AMP
8
0.0
0.0
29
31
4
0.0
0.0
23
CLASSROOM LIGHTING
NO
C/B
2
17
1
C
CIRCUIT DESCRIPTION
EXISTING PANEL No. LP-H (SECTION 2)
CCT
0.0
0.0
11
1
1
B
5
1
1
A
0.0
0.0
25.9
6.0
-
-
AMPERE
7.5
6.0
-
-
CCT
7.5
6.0
TV POWER DINING HALL
1
C/B
A
7.5
5.0
AV POWER DINING OFFICE
1
C
1.5
5.0
-
-
C/B
B
CCT
1.5
5.0
CONV RECEPT PHASE 1
EXISTING PANEL No. LP-H (SECTION 1)
CIRCUIT DESCRIPTION
A
1.5
0.0
RECEPTION 102 RECEPT
SUBTOTAL : CONTINUOUS LOAD
DEMAND FACTOR
NO
43
RECEPTION 102 RECEPT
COMPUTER ROOM 108 RECEPT
38
4.5
0.0
1
1
30
POLE
1
ITEM B2
20
34
0.0
0.0
1
24
20
AMP
20
AMPERE
STUDY 120 RECEPT
COMPUTER ROOM 108 RECEPT
32
0.0
0.0
1
1
20
WINDOW SHADES
VENDING MACHINE
20
28
0.0
0.0
1
22
26
0.0
0.0
CCT
ITEM D23
1
ITEM D24
20
C/B
ACC
1
20
CIRCUIT DESCRIPTION
ACC
20
10
0.0
0.0
POLE
CIRCUIT DESCRIPTION
4
8
4.0
0.0
23
CONFERENCE 109 RECEPT
CCT
0.0
0.0
5
PROJECTOR SCREEN
SVN-1
AMPERE
100/3P
24
1
-
-
TRANSFORMER RPHC
-
1
26
20
1
-
28
20
1
-
30
20
1
-
32
20
1
-
34
20
1
-
36
20
1
-
38
20
1
-
40
20
1
-
0.0
0.0
42
20
1
-
SUBTOTAL : CONTINUOUS LOAD
-
-
-
MAINS :
400 AMP M.L.O.
25% OF CONTINUOUS LOAD
-
-
-
VOLTAGE RATING :
480V, 3PH, 3W
NON-CONTINUOUS LOAD
-
-
-
SHORT CIRCUIT RATING :
22,000 AMPS AIC
1.0
1.0
1.0
PANEL MOUNTING :
SURFACE
DERATED NON-CONTINUOUS LOAD
-
-
-
FEEDER SIZE :
-
TOTAL NEC LOAD
-
-
-
FEEDER O/C DEVICE :
-
DEMAND FACTOR
Xavier University
1624 Herald Avenue
Cincinnati, OH 45207
CIRCUIT DESCRIPTION
XU Cintas Center SAASS Interior Renovation
EXISTING PANEL No. RP-HA (SECTION 1)
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
06-12-15
NO. DATE
ISSUED
FOR CONSTRUCTION
REVISION
PROJECT NO.
15136.00
DRAWING TITLE
ELECTRIC
DETAILS
E5.2