Cintas Center Renovations D'Artagnan's Deck
Xavier University
OWNER:
ARCHITECT:
STRUCTURAL 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
SCHAEFER
10411 MEDALLION DR
CINCINNATI, OH 45241
(T): 513-542-3300
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.
DEFINITION OF TERMS
"FURNISH" MEANS "PROCURE AND DELIVER TO PROJECT SITE".
"PROVIDE" MEANS "FURNISH, INSTALL AND MAKE READY FOR USE".
"AS SELECTED" OR "AS DIRECTED" IMPLIES "BY OWNER OR ARCHITECT".
"TENANT" MEANS THE BUILDING OWNER.
"OWNER" MEANS THE BUILDING OWNER OR LANDLORD.
GENERAL
THE FOLLOWING OUTLINES THE GENERAL QUALITIES OF THE WORK EXPECTED. ALL
MATERIALS USED ARE REQUIRED TO BE GOOD QUALITY AND MEET OR EXCEED ALL
APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIC PRODUCTS OR MANUFACTURERS
ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY ARCHITECT TO OBTAIN A
STANDARD OF QUALITY.
KEY PLAN
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.
201
DN
DN
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.
202
200
DN
DN
DN
TO EXISTING EXIT
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.
DN
TO EXISTING EXIT
C:\Users\nschoeppner\Documents\Revit Local\XU_CINTAS_DECK - CENTRAL_nschoeppner.rvt
8/13/2015 8:36:59 AM
AREA OF
RENOVATION
2
G0.0
D'ARTAGNAN'S DECK LIFE SAFETY PLAN
1" = 10'-0"
CODE NOTES
1
G0.0
CINTAS CENTER - UPPER CONCOURSE
1" = 40'-0"
VICINITY PLAN
PROJECT SCOPE:
THIS PROJECT IS THE REMOVAL OF (2) ROWS OF SEATING IN
SECTION 200 AT THE CINTAS CENTER (52 SEATS REMOVED) AND
THE CONSTRUCTION OF A VIEWING PLATFORM OVER TOP OF
THESE EXISTING RISERS.
APPLICABLE BUILDING CODE:
OHIO BUILDING CODE, 2011
USE CLASSIFICATION (BUILDING) - NO CHANGE:
A-4 ASSEMBLY (ARENA)
CONSTRUCTION CLASSIFICATION:
ACTUAL CONSTRUCTION TYPE: TYPE 1B
HEIGHT AND AREA LIMITATIONS:
ALLOWABLE HEIGHT:
ACTUAL HEIGHT:
UNLIMITED (NO CHANGE)
INTERIOR RENOVATION
ALLOWABLE AREA:
ACTUAL AREA:
UNLIMITED (NO CHANGE)
264 SF
TOTAL OCCUPANTS:
(PER OBC TABLE 1004.1.1) = AREA / 15 = 18 OCCUPANTS
52 - 18 = 34 LESS OCCUPANTS
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
U.L. DESIGN RATING
2 HR (NO CHANGE)
2 HR (NO CHANGE)
2 HR (NO CHANGE)
2 HR (NO CHANGE)
1 HR (NO CHANGE)
1 HR (NO CHANGE)
2 & 3 HR (NO CHANGE)
* INDICATES OVER 15' IN HEIGHT
BULIDING IS FULLY SPRINKLERED WITH THE EXCEPTION OF THE ARENA ROOF OVER
THE SEATING BOWL WHERE FIRE SPRINKLERS ARE NOT REQUIRED.
SHEET INDEX
SHEET
NO.
SHEET NAME
GENERAL
G0.0
COVER SHEET
ARCHITECTURE
A1.0
D'ARTAGNAN DECK PLAN
PROJECT LOCATION:
CINTAS CENTER
XAVIER UNIVERSITY
1624 HERALD AVENUE
CINCINNATI, OH 45207
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.
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.
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 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.
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.
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.
EXISTING BAR
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.
CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS THROUGHOUT THE COURSE OF THE
WORK. NOTE ALL CHANGES AND SHOW ALL UNDERGROUND OR CONCEALED UTILITIES.
SUBMIT RECORD DRAWINGS AT PROJECT COMPLETION.
SUBMIT SHOP DRAWINGS, SAMPLES, PRODUCT DATA, ETC. IN A TIMELY MANNER SO AS NOT
TO IMPEDE UPON THE CONSTRUCTION SCHEDULE. SUBMIT TWO ADDITIONAL SET OF
SUBMITTALS FOR ARCHITECT'S AND TENANT’S/OWNER’S RECORDS IN ADDITION TO
QUANTITIES AS REQUIRED BY THE CONTRACTOR. HERE PRODUCTS AND/OR SYSTEMS OF
THE MECHANICAL, ELECTRICAL OR PLUMBING ARE INVOLVED, SUBMIT ONE ADDITIONAL SET
OF SUBMITTALS FOR ENGINEER'S RECORDS IN ADDITION TO QUANTITIES AS REQUIRED BY
THE ARCHITECT, TENANT/OWNER AND THE CONTRACTOR.
SUBSTITUTIONS OF SPECIFIED MATERIALS ARE TO BE APPROVED IN WRITING PRIOR TO
EXECUTING WORK. SUBSTITUTIONS INSTALLED PRIOR TO RECEIVING APPROVAL ARE
PERFORMED AT THE CONTRACTOR'S RISK.
CONSTRUCTION AND SAFETY
CONTRACTOR AND/OR CONTRACTOR'S AGENT(S) SHALL VERIFY ALL DIMENSIONS AND
INFORMATION IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS.
ANY ERRORS, INCONSISTENCIES OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECT
PRIOR TO PROCEEDING WITH THE WORK. ANY CHANGES FROM THESE DOCUMENTS ARE THE
RESPONSIBILITY OF THE CONTRACTOR. THESE DRAWINGS ARE NOT TO BE SCALED.
WHENEVER POSSIBLE, CONDITIONS WHICH ARE SUBJECT TO MODIFICATION OR CHANGE ARE
SHOWN AS EXISTING. CONTRACTORS SHALL INSPECT THE EXISTING CONDITIONS AND
PROVIDE MODIFICATIONS TO MEET GOVERNING CODES AND PERFORMANCE
SPECIFICATIONS, WHETHER OR NOT SPECIFICALLY INDICATED IN THE DRAWINGS. IF
INSUFFICIENT INFORMATION EXISTS, CONTACT THE ARCHITECT / ENGINEER FOR
CLARIFICATION.
IF, IN THE CONTRACTOR'S OPINION, ANY WORK IS INDICATED ON THE DRAWINGS OR IS
SPECIFIED IN SUCH A MANNER AS WILL MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS
WORK, OR IF THE WORK OF A PREVIOUS TRADE SHOULD MAKE FIRST CLASS WORK
IMPOSSIBLE FOR ANOTHER TRADE, THE CONTRACTOR SHALL REFER THE PROBLEM TO THE
ARCHITECT FOR INTERPRETATION BEFORE PROCEEDING WITH THE WORK. ALL DIMENSIONS
ON THE DRAWINGS ARE TO BE CONFIRMED BY THE CONTRACTOR. ANY DISCREPANCIES ARE
TO BE RESOLVED BY ARCHITECT PRIOR TO EXECUTION OF WORK.
THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY THE
CONTRACTOR.
THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF
THE JOB SITE INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING
PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS. WHEN ON SITE, THE ARCHITECT / ENGINEER SHALL
BE RESPONSIBLE FOR HIS/HER OWN SAFETY BUT HAS NO RESPONSIBILITY FOR THE SAFETY
OF OTHER PERSONNEL OR SAFETY CONDITIONS AT THE SITE.
DEMOLITION
UNLESS NOTED OTHERWISE, REMOVE ALL EXISTING TENANT AND OWNER IMPROVEMENTS
AS REQUIRED TO CLEAR SPACE FOR NEW IMPROVEMENTS AS SHOWN ON THE DRAWINGS
AND AS DESCRIBED BELOW:
DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, ALL FLOOR COVERINGS, BASE,
RESIDUAL ADHESIVE, STAPLES AND NAILS IN FLOOR, WALL COVERINGS, HARDWARE, DOORS,
FRAMES, CASEWORK, ABANDONED SUPPORTS, FASTENERS, TRIM, INTERIOR PARTITIONS,
ACOUSTIC CEILING PANELS, T-BAR CEILING GRIDS, FLOOR DEVICES AND ANY OTHER ITEMS
AS NOTED ON DRAWINGS. REMOVE ALL PLUMBING, HVAC AND ELECTRICAL COMPONENTS
THAT ARE ASSOCIATED WITH DEMOLISHED WALLS, CEILINGS AND AS NOTED. ALL CEILINGS
ARE TO BE REMOVED TO THE DECK UNLESS OTHERWISE SPECIFIED. ALL ITEMS NOT SHOWN
OR NOTED TO BE REMOVED ARE TO REMAIN UNLESS IN DIRECT CONFLICT WITH NEW WORK.
REMOVE ALL DEMOLITION DEBRIS FROM SITE AND DISPOSE OF LEGALLY.
Xavier University
1624 Herald Avenue Cincinnati, OH 45207
FOR CONSTRUCTION - 08/05/2015
Cintas Center Renovations D'Artagnan's Deck
1624 Herald Avenue Cincinnati, OH 45207
THIS DRAWING AND THE DESIGN CONCEPTS
REPRESENTED, AS INSTRUMENTS OF
SERVICE, ARE THE SOLE PROPERTY OF
MICHAEL SCHUSTER ASSOCIATES INC., AND
MAY NOT BE USED, REPRODUCED, OR COPIED
IN WHOLE OR PART, FOR ANY PURPOSE
WITHOUT PRIOR WRITTEN AUTHORIZATION OF
MICHAEL SCHUSTER ASSOCIATES INC.
Copyright Michael Schuster Associates, Inc. dba
MSA Architects All Rights Reserved
MSA Sport is a division of MSA Architects
.
DATE
08/05/15
NO. DATE
.
ISSUED
FOR CONSTRUCTION
REVISION
PLUMBING DEMOLITION: REMOVE ALL PIPING ASSOCIATED WITH FIXTURES/DEVICES THAT
ARE TO BE REMOVED. REMOVE BACK TO NEAREST JUNCTION AND CAP. ALL TERMINATIONS
SHALL BE CONCEALED BEHIND WALLS OR CEILINGS. REMOVE ALL OLD PLUGGED OR CAPPED
PIPES BACK BEHIND FINISHED WALL SURFACE. WHERE PIPING BRANCHES ARE COMPLETELY
ELIMINATED, REMOVE BACK TO MAIN DISTRIBUTION.
ELECTRICAL DEMOLITION: REMOVE CONDUIT AND WIRE ASSOCIATED WITH DEMOLISHED
ELECTRICAL DEVICES BACK TO NEXT ACTIVE DEVICE OR PANELBOARD IF THE CIRCUIT IS
COMPLETELY UNLOADED. WIRING SHALL REMAIN WHERE CIRCUITS ARE REQUIRED TO
SERVE NEW LOADS OR ELECTRICAL ITEMS THAT ARE REPLACED.
THE TENANT/OWNER MAY REQUEST SOME ITEMS TO BE SALVAGED AND STOCK PILED.
COORDINATE WITH TENANT’S/OWNER'S REPRESENTATIVE.
PROVIDE SUFFICIENT BRACING AS REQUIRED TO PROTECT EXISTING SPACES AND FINISHES.
REBUILD EXISTING STRUCTURES THAT ARE TO REMAIN IF THEY WOULD OTHERWISE BECOME
UNSTABLE DURING DEMOLITION.
PATCH PENETRATIONS IN FLOOR AND WALLS RESULTING FROM DEMOLITION. RESTORE
DAMAGE TO FIRE RATED SYSTEMS INCLUDING FIREPROOFING. RE-LAMINATE ALL WALLS AS
REQUIRED. REMOVE COMBUSTIBLE MATERIALS FROM CEILING PLENUM OR ENCASE AS
ACCEPTED BY BUILDING INSPECTOR. COVER "GLUE SPOTS" WITH FIRE-RETARDANT PAINT.
ANY WINDOW GLASS BROKEN DURING DEMOLITION IS THE RESPONSIBILITY OF THE
CONTRACTOR AND MUST BE REPLACED BEFORE THE JOB IS COMPLETED.
CUTTING AND PATCHING
ALL CUTTING AND PATCHING FOR HVAC, PLUMBING, AND ELECTRICAL ARE TO BE
PERFORMED BY OR COORDINATED WITH THE GENERAL CONTRACTOR, WHO SHALL BE
RESPONSIBLE FOR PROVIDING AN ACCEPTABLE FINAL FINISH AND APPEARANCE OF
AFFECTED AREAS.
PROJECT NO.
15160.00
DRAWING TITLE
COVER SHEET
G0.0
5' - 8 1/2"
1 1/2" DIAMETER TOP RAIL, PAINTED STEEL
1 1/2"
4
A1.0
ø 0' - 1 1/2"
1 1/2"
1 1/8"
1 1/2"
1 1/8"
2' - 3 1/2"
11/2" DIAMETER
PAINTED METAL RAIL
1"
1 1/8"
2 1/2"
3' - 0 3/4"
3' - 6"
3' - 10"
(2) 1/2" PLYWOOD SUPPORT
3' - 10" AFF
1/2" TURN ON ALUMINUM CLADDING
BENEATH PLYWOD BACKING
6"
2"
EXPANSION JOINT NEEDED AT EXISTING
SLAB/ NEW SLAB CONNECTION
CONCRETE SLAB ON
COMPOSITE METAL DECK
UPPER
CONCOURSE
687' - 0"
4"
UPPER
CONCOURSE
687' - 0"
3 1/2"
METAL RAIL, PAINTED,
TYP.
4
A1.0
RAILING TO MATCH EXISTING. PAINT
ATTACH RAIL TO DECK TO
MATCH EXISTING CONNECTION
2" CLEAR SQ. MESH,
WAVY - MATCH EXISTING
1 1/8"
STEEL DRINK RAIL SUPPORT @ EACH
VERTICAL GUARDRAIL SUPPORT, PAINT
JOINT FILLER MATERIAL
8
A1.0
2 3/4"
TYPICAL RAIL SIDE ELEVATION
1" = 1'-0"
1" = 1'-0"
2" MIN.
BENT PL 12" x 4" x 1/4" CONT w/
5/8" ø HILTI KWIK BOLT TZ @
18" O.C. IN STANDARD HOLE.
(4" EMBED)
#4x2'-0" @ 18" O.C.
ADJACENT TO
HEADED STUDS
(3 SIDES OF DECK)
WWR 6x6 W2.9xW2.9, TYP.
2 3/4"
3" = 1'-0"
6" LIGHTWEIGHT CMU
(HOLLOW). PAINT TO MATCH
EXISTING
5
A1.0
2 1/4" NORMAL WEIGHT CONCRETE (4000
PSI MIN) ON 3" 20 GA COMPOSITE METAL
DECK (50 KSI MIN), 5 1/4" TOTAL
THICKNESS. FASTEN DECK AT SUPPORTS
w/ 5/8" ø PUDDLE WELDS @ 12" O.C., ALL
(4) SIDES OF DECK. PROVIDE (2) #10
SELF-DRILLING SCREWS PER SIDE-LAP,
EQUALLY SPACED.
4
A1.0
#4 CONT
(3 SIDES OF DECK,
WITH CORNER BARS)
4"
DECK RAILING DETAIL
3' - 6"
EXISTING PRECAST
CONCRETE SEATING
3' - 2"
BOND BEAM w/ (2) #4 BARS AND
GROUT, CONT. (3 SIDES OF DECK,
WITH CORNER BARS)
x
x
x
x
SEAL TO MATCH EXISTING
x
x
EXISTING AND NEW SLAB DETAIL
5
A1.0
3" = 1'-0"
EXISTING CAST-IN-PLACE
CONCRETE TOPPING
SLAB ON PRECAST
DOUBLE TEES
1/2" ø x 0'-7" HILTI HAS ROD w/ HILTI
HIT-RE 500-SD EPOXY (2 1/4" EMBED)
6"
6" LIGHTWEIGHT CMU
(HOLLOW). PAINT TO
MATCH EXISTING
6"
TYP.
FILL WITH GROUT 6" HIGH ONLY
AT EPOXY DOWEL CORES
EXISTING 6" CMU INFILL
ON TOP OF PRECAST
CONCRETE SEATING
TYP.
6"
TYP.
TYP.
6"
EXISTING PRECAST
CONCRETE SEATING
DO NOT DRILL
IN THIS REGION
Xavier University
1624 Herald Avenue Cincinnati, OH 45207
EXISTING PRECAST
CONCRETE SEATING
DO NOT DRILL
IN THIS REGION
TYP.
6"
6
A1.0
6"
TYP.
CMU BLOCK WALL & EXISTING SEATING DETAIL
3" = 1'-0"
8/13/2015 8:30:10 AM
201
202
200
DO NOT DRILL
IN THIS REGION
DECK SECTION
1" = 1'-0"
201
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
202
200
.
DATE
08/05/15
.
ISSUED
FOR CONSTRUCTION
3
A1.0
8
44' - 4 5/8"
3
DN
DN
DN
DN
REMOVE ALL SEATS FROM FIRST
TWO ROWS
DN
REMOVE RAILING AND
PATCH CONCRETE
DN
DN
DN
DN
EXISTING ADA
SEATING TO REMAIN
SIM
A1.0
EXTEND FLOOR AND BUILD NEW DECK
ABOVE EXISTING STADIUM SEATING
6' - 1"
C:\Users\nschoeppner\Documents\Revit Local\XU_CINTAS_DECK - CENTRAL_nschoeppner.rvt
3
A1.0
Cintas Center Renovations D'Artagnan's Deck
DRINK RAIL
2" MIN.
6
A1.0
T
NO
TYPICAL RAILING ELEVATION
7
A1.0
RAILING TO
MATCH EXISTING
4
A1.0
YN
R
O
A
TI
C
NTRU
I
IMONS
L
E OR C
R
P F
PATCH EXISTING CONCRETE AT
REMOVED GUARDRAIL POSTS
JOINT SEALANT MATERIAL
BENT PL 3/8" x 6" x 6" CONT w/ (2)
1/2"ø x 4" HEADED STUDS @ 18" O.C.
(3 SIDES OF DECK)
2' - 3 1/2"
1"
SHEET ALUMINUM DRINK RAIL
CLADDING OVER PLYWOOD BACKING
1/2"
WELD RAILING CONNECTION @
STEEL DRINK RAIL SUPPORT
1 1/2"
1 1/8"
DRINK RAIL, SEE PLAN
3' -6 " AFF
4"
LINE OF WAVY MESH
GUARDRAIL PANEL
1 1/2"
1 1/8"
DRINK RAIL, SEE DETAIL
(2) 1/2" PLYWOOD
BACKSPLASH SUPPORT
1"
1"
A1.0
SIM
7
DN
DN
A1.0
DN
A1.0
LINE OF EXISTING
SLAB/NEW SLAB
CONNECTION
NEW DRINK RAIL
NO. DATE
3
DN
REVISION
DN
EXISTING ADA
SEATING TO REMAIN
EXISTING BAR
1
A1.0
DEMO PLAN
2
A1.0
1/8" = 1'-0"
24
CONSTRUCTION PLAN
1/8" = 1'-0"
PROJECT NO.
15160.00
DRAWING TITLE
D'ARTAGNAN
DECK PLAN
A1.0