HomeMy WebLinkAboutA1.1 Architectural7'-5"
7'-6"
3 1
2
2 2
4
4 4
5
5
5
5
4'-0"
101
100
TENANT
SPACE
100
RESTROOM
101
A1
A1
EXG
EXG
EXG
EXG
EXG
6
7
A1
8
PT-1
P-1
B-1
7
A8.1
7
A8.1
8
WP-1
1
A1.2
C-1
C-1
1
TENANT
SPACE
100
RESTROOM
101
4
9'-0"
11'-6"
A1.1
ARCHITECTURAL FLOOR AND FINISH PLAN
1/4" = 1'-0"
1
ARCHITECTURAL FLOOR
PLAN AND REFLECTED
CEILING PLAN
SYMBOL DIAGRAM DESCRIPTION DETAIL RATING
EXISTING WALL/PARTITION TO REMAIN
NEW WALL/PARTITION
FLOOR PLAN CODED NOTE
(SEE SCHEDULE ON THIS SHEET)
X
WALL TYPE TAG
(SEE SCHEDULE ON THIS SHEET)
XX
A. ALL UNMARKED WALLS SHALL BE THE SAME AS THE CLOSEST MARKED WALL TYPE. SEE THIS SHEET FOR WALL/PARTITION
SCHEDULE.
B. GENERAL CONTRACTOR TO PROVIDE ALL NEW WALLS INDICATED ON FLOOR PLAN. SEE WALL/PARTITION SCHEDULE FOR
ALL WALL TYPES.
C. ALL EXISTING WALLS AFFECTED BY DEMO WORK TO BE PATCHED AND REPAIRED. PROVIDE ASTM C840 LEVEL 4 FINISH
UNLESS NOTED OTHERWISE.
D. REFER TO MEP DRAWINGS FOR ADDITIONAL SCOPE OF WORK.
GENERAL FLOOR PLAN NOTES
ARCHITECTRUAL FLOOR PLN CODED NOTES
WALL PARTITION SCHEDULE
SYMBOL LEGEND WALL LEGEND
X
1. EXISTING STRUCTURAL COLUMN TO REMAIN
2. EXISTING DEMISING WALL. TAPE, SPACKLE, AND SAND AS
REQUIRED TO PROVIDE LEVEL 4 FINISH READY TO
RECEIVE TENANT SELECTED FINISHES
3. EXISTING ELECTRICAL PANELS AND TRANSFORMER.
REFER TO MEP DRAWINGS.
4. ADJACENT SPACE. N.I.C.
5. LEASE LINE
6. EXISTING EXTERIOR SIDEWALK
7. EXISTING STOREFRONT.
8. REMOVE EXTERIOR CERAMIC GLAZED TILE UNER
STOREFRONT TO EXTERIOR SHEATHING. INSTALL NEW
MASONRY VENEER PER MANUFACTURER'S
INSTRUCTIONS.
NOTES:
1. FIELD VERIFY ALL DIMENSIONS. DIMENSIONS ARE TO THE FACE SHEATHING UNLESS NOTED OTHERWISE.
2. PROVIDE VERTICAL CONTROL JOINTS AT 30'-0" O.C. MAX. SEE DETAILS 4/A1.2 AND 5/A1.2.
3. ALL PARTITIONS THAT ARE TO BE BUILT TO DECK SHALL INCLUDE ANY STRUCTURE (JOISTS, BEAMS, ETC.) THAT MAY
NEED TO BE FRAMED OUT IN ORDER TO PROVIDE DRYWALL TO DECK. ALL PENETRATIONS AND FLUTES IN DECK SHALL
BE SEALED AS REQUIRED.
4. PROVIDE A GALVANIZED STEEL SHEET DEEP LEG DEFLECTION TRACK (20 GA.), 'SLP-TRK' BY SLIPTRACK SYSTEMS, INC. AT
ALL FRAMING THAT EXTENDS FROM THE SLAB TO THE UNDERSIDE OF THE STRUCTURE ABOVE. SECURE DEFLECTION
TRACK TO STRUCTURE WITH FASTENERS AT 2'-0" O.C. MAXIMUM. DO NOT SECURE TRACK TO VERTICAL STUDS.
PROVIDE MINIMUM OF 5/8" TO TOP OF METAL STUD.
5. ALL BOTTOM TRACK RUNNERS ARE TO BE HELD IN PLACE WITH FASTENERS AT 2'-0" O.C. MAX WITH HILTI POWER
DRIVER ANCHOR ICBO #2388, .0145" DIAMETER SHANK WITH 1 1/8" MINIMUM PENETRATION. SEE DETAILS 4/A1.2
6. PROVIDE HORIZONTAL BRIDGING IN ALL PARTITION FRAMING AT A MINIMUM OF 6'-0" O.C. VERTICALLY. GENERAL
CONTRACTOR TO COORDINATE WITH METAL STUD MANUFACTURER TO DETERMINE IF HORIZONTAL BRIDGING IS
REQUIRED FOR METAL STUD PARTITION WALLS THAT HAVE GYPSUM BOARD ON BOTH SIDES THAT EXTEND FROM
FINISHED FLOOR TO UNDERSIDE OF STRUCTURE ABOVE.
7. METAL STUD NON-STRUCTURAL WALL SYSTEMS ARE TO FOLLOW ASTM C754 & ASTM C645.
8. ALL GYPSUM BOARD IS TO BE 5/8" THICK UNLESS NOTED OTHERWISE. PROVIDE TYPE 'X' GYPSUM BOARD AT ALL FIRE
RATED PARTITIONS.
9. TAPE, MUD, AND SAND GYPSUM BOARD SMOOTH READY FOR TENANT FINISHES AT INTERIOR FACE OF ALL GYPSUM
BOARD SURFACES. PROVIDE ASTM C840 LEVEL 4 FINISH UNLESS NOTED OTHERWISE.
10. ALL PLYWOOD BLOCKING IS TO BE FIRE RETARDANT TREATED.
11. PROVIDE FIRE SAFING AT ALL PARTITION/FURRING CAVITIES AT CEILING LEVELS OPEN TO CEILING PLENUMS.
12'-0" A.F.F.
A1 5/8" GYPSUM BOARD TO 1/2" ABOVE FRAMING
3 5/8" (20 GA) METAL STUDS @ 24" O.C.
CONTINUOUS SOUND BATTS
5/8" GYPSUM BOARD TO 1/2" ABOVE FRAMING
8/A8.1 ---
DOOR TAG
(SEE SCHEDULE ON SHEET 8.1)
XXX
14390 CLAY TERRACE BLVD re d
CARMEL, INDIANA 46032
WPG007
SPACE F30A - LANDLORD IMPROVEMENTS
PROJECT NUMBER:
SHEET:
FOR
WASHINGTON PRIME GROUP
180 EAST BROAD STREET, COLUMBUS, OH 43215
ISSUE DATE
PERMIT FEB. 01, 2018
COPYRIGHT 2018. ALL DRAWINGS
AND SPECIFICATIONS SHALL
REMAIN THE PROPERTY OF RED
ARCHITECTURE + PLANNING LLC
AND MAY NOT BE USED,
DUPLICATED OR ALTERED
WITHOUT THE WRITTEN CONSENT
OF THE ARCHITECT.
A1.1
2/1/2018 9:36 AM
A1.1
REFLECTED CEILING PLAN
1/4" = 1'-0"
2
#
1. EXISTING STRUCTURAL COLUMN TO REMAIN.
2. LIGHT FIXTURE. REFER TO ELECTRICAL PLANS.
3. MECHANICAL DIFFUSER. REFER TO MECHANICAL
PLANS FOR ADDITIONAL INFORMATION.
4. EXISTING SOFFIT.
REFLECTED CEILING PLAN CODED NOTES
GENERAL NOTES
1. REFER TO ELECTRICAL DRAWINGS FOR LIGHT DETAILS
2. ALL EMERGENCY FIXTURES, LIGHTS AND STROBES SHALL BE ALIGNED OR CENTERED ON WALLS
SYMBOL LEGEND
FLOOR PLAN CODED NOTE
(SEE SCHEDULE ON THIS SHEET)
X
X'-X" FINISH HEIGHT TAG
NOTE-
SEE MECHANICAL AND ELECTRICAL SHEETS FOR ALL FIXTURE SPECIFICATIONS, WIRING, AND POWER REQUIREMENTS.
24" x 24" SUPPLY AIR DIFFUSER
(SEE MECHANICAL SHEETS)
24" x 24" RETURN AIR GRILLE
(SEE MECHANICAL SHEETS)
REFLECTED CEILING PLAN LEGEND
ALL MODIFICATIONS TO SPRINKLER SYSTEM/ FIREALARM
SYSTEM SHALL BE PERFORMED BY A LICENSED SPRINKLER/
FIRE ALARM CONTRACTOR UNDER A SEPARATE PERMIT AT
DISCRETION OF CONTRACTOR
24" X 24" RECESSED TROUGH LIGHT
REFER TO ELECTRICAL DRAWINGS
24" X 48" ACOUSTICAL CEILING TILE -
ARMSTRONG 1851 DUNE OR APPROVED
EQUAL.
MARK MANUFACTURER DESCRIPTION NOTES
WALL BASE
RUBBER
FINISH SCHEDULE
TBD
4" COVE
COLOR: TBD BY TENANT
WALLS
PT-1 SHERMANPAINT WILLIAMS COLOR: TBD BY TENANT
B-1
WP-1 TBD FRP PANEL COLOR: TBD BY TENANT
ARMSTRONG CEILING TILE COLOR: DUNE 1851
CEILING
C-1
04/25/18
Nick Mishler