HomeMy WebLinkAboutA001 IndexTYPE W1 FIN FLOOR
CEILING LINE
SEE REFLECTED CEILING
PLAN FOR HEIGHT.
B.O. STRUCTURE
WALL TYPE GENERAL NOTES
TYPE W1A
3 58" MTL STUDS @ 16" OC
WITH ONE LAYER OF 58"
GYPSUM WALLBOARD @
EACH SIDE. EXTEND STUDS
AND GYPSUM BOARD TO
MIN OF 4" ABOVE
ADJACENT CEILING LINE.
PROVIDE SOUND BATTS
INSULATION TO MATCH
WALL WIDTH AT WALL
TYPE W1A ONLY.
UNDERSIDE OF
ROOF DECK
A. NOTE: WALL HEIGHT AS MARKED ON PLANS IN
CONJUNCTION WITH WALL TYPE SYMBOL WILL
SUPERCEDE WALL HEIGHTS AS SHOWN ABOVE. SEE
SYMBOLS LEGEND THIS SHEET.
B. PROVIDE DEEP LEG DEFLECTION TRACK AT TOP OF
ALL METAL STUD WALLS WHERE STUDS EXTEND
TO UNDERSIDE OF ROOF DECK OR STRUCTURE
ABOVE.
C. USE MOLD AND MILDEW RESISTANT GYPSUM
WALLBOARD ON ALL PLUMBING WALLS. USE 5/8"
CEMENT BOARD INSTEAD OF GYP BOARD BEHIND
ALL TILE FINISHES.
D. BRACE METAL STUD WALLS TO TOP OF
STRUCTURAL STEEL ELEMENTS-ABOVE CEILING
PLANE. COORDINATE REQUIRED BRACE SPACING
WITH STRUCTURAL ENGINEER PRIOR TO
BEGINNING CONSTRUCTION.
E. REFER TO ROOM FINISH SCHEDULE FOR ALL FINISH
SELECTIONS; CEILING TYPES AND HEIGHTS; AND
TYPES, SIZES AND LOCATIONS ETC.
F. ALL STUD WALLS CREATING A CONCEALED WALL
SPACE TO HAVE FIREBLOCKING AT INTERVALS NOT
EXCEEDING 10'-0" PER 718.2.2 IBC 2012
SCOPE NOTES ABBREVIATIONS
WALL TYPES
NOT TO SCALE
IN THE EVENT OF QUESTIONS REGARDING THE CONTRACT
DOCUMENTS, SPECIFICATIONS, EXISTING CONDITIONS OR
DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR OBTAINING CLARIFICATION FROM THE ARCHITECT
PRIOR TO BID SUBMITTAL AND PROCEEDING WITH ANY
WORK IN QUESTION.
THESE CONTRACT DOCUMENTS ARE INTENDED TO
DESCRIBE ONLY THE SCOPE AND APPEARANCE OF THE REAL
PROPERTY IMPROVEMENTS, INCLUDING THE PERFORMANCE
AND LEVEL OF QUALITY EXPECTED OF OF ITS COMPONENTS.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT
ALL WORK COMPLETED AND MATERIALS INSTALLED BE IN
FULL COMPLIANCE AT A MINIMUM, WITH ALL APPLICABLE
CODES, REGULATIONS, AND ORDINANCES HAVING
JURISDICTIONAL AUTHORITY OVER THE PROJECT.
THESE CONTRACT DOCUMENTS DO NOT ATTEMPT TO
INSTRUCT THE CONTRACTOR IN THE DETAILS OF HIS
TRADE. THEY ARE PERFORMANCE SPECIFICATIONS IN THAT
THEY DO REQUIRE THAT ALL MANUFACTURED ITEMS,
MATERIALS AND EQUIPMENT BE INSTALLED IN STRICT
CONFORMANCE TO THE MANUFACTURER'S RECOMMENDED
SPECIFICATIONS, EXCEPT IN THE CASE WHERE THE
CONTRACT DOCUMENTS ARE MORE STRINGENT. ANY
MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY
NOTED, BUT REQUIRED FOR PROPER INSTALLATION SHALL
BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
ALL WORK SHALL BE WARRANTED SATISFACTORY, IN
MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1)
YEAR, OR FOR THE PERIOD OF WARRANTY CUSTOMARY, OR
STIPULATED FOR THE TRADE, CRAFT, OR PRODUCT,
WHICHEVER IS LONGER. ONLY COMPETENT MECHANICS
CAPABLE OF PRODUCING GOOD WORKMANSHIP
CUSTOMARY TO THE TRADE SHOULD BE USED.
COMMENCING WORK BY A CONTRACTOR OR
SUBCONTRACTOR CONSTITUTES ACCEPTANCE OF THE
CONDITIONS AND SURFACES CONCERNED. IF ANY SUCH
CONDITIONS ARE UNACCEPTABLE, THE GENERAL
CONTRACTOR SHALL BE NOTIFIED IMMEDIATELY, AND NO
WORK SHALL BE PERFORMED UNTIL THE CONDITIONS ARE
CORRECTED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
FAMILIARIZING HIMSELF WITH THE PROJECT SCOPE OF
WORK, BUILDING STANDARDS, SCHEDULE AND DEADLINES.
THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE FOR
ADVISING THE OWNER OF ALL LONG LEAD ITEMS
AFFECTING THE PROJECT SCHEDULE AND SHALL, UPON
REQUEST FROM THE OWNER, SUBMIT ORDER
CONFIRMATIONS AND DELIVERY DATES FOR SUCH LONG
LEAD ITEMS TO THE OWNER.
ALL CONTRACTOR OR SUPPLIER REQUESTS FOR
SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE SUBMITTED, IN
WRITING, ACCOMPANIED BY THE ALTERNATIVE PRODUCT
INFORMATION, TO THE ARCHITECT, NO LATER THAT TEN
(10) BUSINESS DAYS, PRIOR TO BID OPENING DATE.
SUBSTITUTIONS SHALL ONLY BE CONSIDERED IF THEY DO
NOT SACRIFICE QUALITY, FUNCTIONALITY, APPEARANCE OR
WARRANTY. UNDER NO CIRCUMSTANCES WILL THE
OWNER BE REQUIRED TO PROVE THAT A PRODUCT
PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL
QUALITY TO THE PRODUCT SPECIFIED. UNDER NO
CIRCUMSTANCES SHALL THE CONTRACTOR SCALE THE
DRAWINGS TO DETERMINE DIMENSIONS. REFER TO PLANS,
SECTIONS AND DETAILS FOR ALL DIMENSIONAL
INFORMATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION OF ALL SELECTED MATERIALS WHICH SHALL
BE COMPLETE IN ALL RESPECTS PRIOR TO THE FINAL
ACCEPTANCE, UNLESS OTHERWISE NOTED.
THE CONTRACTOR SHALL PRESERVE ALL PRINTED
INSTRUCTIONS AND WARRANTY INFORMATION THAT IS
PROVIDED WITH EQUIPMENT OR MATERIALS USED, AND
DELIVER SAID PRINTED MATTER TO THE OWNER AT THE
TIME OF SUBSTANTIAL COMPLETION. THE CONTRACTOR
SHALL INSTRUCT THE OWNER IN THE PROPER USE OF THE
EQUIPMENT FURNISHED BY THEIR TRADE.
GENERAL CONTRACTOR SHALL PROVIDE A THOROUGH
CONSTRUCTION CLEANING AT PROJECT CLOSE OUT, PRIOR
TO PUNCH LIST WALK THROUGH.
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL
FABRICATED ITEMS, AND PHYSICAL SAMPLES OF ALL FINISH
MATERIALS SPECIFIED TO THE ARCHITECT FOR REVIEW.
REVIEWED SHOP DRAWINGS AND SUBMITTALS BY OTHERS
SHALL NOT BE CONSIDERED AS PART OF THE CONTRACT
DOCUMENTS. THE ARCHITECT ASSUMES NO RESPONSIBILITY
FOR DRAWINGS, SCHEDULES, AND/OR SPECIFICATIONS FOR
WORK ON THE PROJECT PREPARED BY OTHERS.
THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS,
SUBMITTALS AND SAMPLES FOR CONFORMITY WITH THE
CONTRACT DOCUMENTS AND RETURN THEM TO THE
CONTRACTOR WITHIN SEVEN (7) WORKING DAYS EXCEPT
AS MAY OTHERWISE BE PROVIDED FOR BY THE OWNER.
THE CONTRACTOR SHALL NOT REPRODUCE AND MARK UP
ANY PART OF THE CONTRACT DOCUMENTS FOR SUBMITTAL
AS A SHOP DRAWING. ANY SUCH SUBMITTAL WILL BE
REJECTED.
ANY SUBMITTAL REQUIRED TO BE REVIEWED MORE THAN
THE INITIAL REVIEW AND ONE (1) ADDITIONAL REVIEW,
WILL BE CONSIDERED TO BE IN EXCESS OF THE SCOPE OF
THE PROJECT. THE TIME REQUIRED FOR THIRD AND
SUBSEQUENT REVIEWS OF A SUBMITTAL WILL BE PAID FOR
BY THE CONTRACTOR TO THE ARCHITECT AT THE
ARCHITECT'S STANDARD BILLING RATES, PLUS REIMBURSABLE
EXPENSES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF ANY EXISTING CONDITIONS AND ALL
CRITICAL DIMENSIONS ASSOCIATED WITH THE PROPOSED
WORK. THE CONTRACTOR SHALL CONFIRM THAT ALL
WORK OUTLINED WITHIN THE CONTRACT DOCUMENTS
CAN BE ACCOMPLISHED AS SHOWN, PRIOR TO BID
OPENING. THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT OF ANY CONDITIONS ENCOUNTERED WHICH
MAY AFFECT BUILDING CODE COMPLIANCE, LIFE SAFETY,
ISSUANCE OF CERTIFICATE OF OCCUPANCY, OR
COMPLETION OF THE PROJECT AS DIRECTED IN THE
CONTRACT DOCUMENTS.
NO ADDITIONAL FUNDS WILL BE APPROVED FOR WORK
OMITTED FROM THE CONTRACTOR'S BID DUE TO LACK OF
VERIFICATION BY THE CONTRACTOR, EXCEPT AS
OTHERWISE APPROVED BY THE OWNER FOR WORK
ASSOCIATED WITH HIDDEN CONDITIONS WHICH ARE NOT
ACCESSIBLE PRIOR TO CONSTRUCTION.
REFER TO PROJECT MANUAL (WHEN APPLICABLE) FOR
ADDITIONAL REQUIREMENTS AND DIRECTIONS.
ALL INTERIOR FINISHES SHALL COMPLY WITH CHAPTER
EIGHT (8) OF THE 2012 INTERNATIONAL BUILDING CODE
WITH INDIANA AMENDMENTS.
LIGHT GAGE METAL STUDS; STUDS, THEIR COMPONENTS
AND THEIR CONNECTIONS SHALL BE ENGINEERED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE
THE PROJECT IS LOCATED. THE ENGINEER SHALL AFFIX THEIR
SEAL AND SIGNATURE TO SHOP DRAWINGS AND
CALCULATIONS SUBMITTED FOR REVIEW.
STEEL REQUIRED TO TRANSMIT GRAVITY AND/OR LATERAL
LOADS TO THE STRUCTURE NOT DETAILED ON THE
STRUCTURAL DRAWINGS IS THE RESPONSIBILITY OF THE
METAL STUD SUPPLIER TO DESIGN, DETAIL, PROVIDE AND
INSTALL.
METAL STUDS SHALL BE DESIGNED TO SUPPORT THE LOADS
SHOWN IN THE DESIGN DATA IN ADDITION TO THE
WEIGHT OF THE MATERIALS ATTACHED TO THE METAL
STUDS. METAL STUDS SHALL BE DESIGNED USING THE LOAD
COMBINATIONS IN SECTION 1605.3.1 OF THE
INTERNATIONAL BUILDING CODE, 2012 EDITION. NO
INCREASE IN ALLOWABLE STRESS IS ALLOWED.
DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED TO
1360 OF THE STUD SPAN. FOR CANTILEVERS, THE DEFLECTION
DUE TO LATERAL LOAD AT THE END OF THE CANTILEVER
SHALL BE LIMITED TO 1 180 OF THE CANTILEVER DIMENSION.
METAL STUD MANUFACTURER SHALL DETERMINE FINAL
LAYOUT AND GAUGE OF STUDS TO MEET THE
ARCHITECTURAL AND STRUCTURAL REQUIREMENTS.
WHERE ROUGH CARPENTRY IS IN CONTACT WITH THE
GROUND, EXPOSED TO WEATHER OR IN AREAS OF HIGH
RELATIVE HUMIDITY PROVIDE FASTENERS AND
ANCHORAGES WITH A HOT DIP ZINC COATING OF G90
COMPLYING WITH ASTM A153 OR PROVIDE FASTENERS AND
ANCHORAGES OF TYPE 304 STAINLESS STEEL.
ALL WOOD SHEATHING TO BE FIRE TREATED UNLESS NOTED
OTHERWISE.
ACT ACOUSTICAL CEILING TILE
ADDL ADDITIONAL
AFF ABOVE FINISHED FLOOR
ALUM ALUMINUM
ANOD ANODIZED
APP APPROXIMATE
ARCH ARCHITECT
AWT ACOUSTICAL WALL TREATMENT
BLDG BUILDING
BLKG BLOCKING
B.O. BOTTOM OF
BOT BOTTOM
BRG BEARING
CAB CABINET
CJ CONTROL JOINT
CL CENTER LINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CONST CONSTRUCTION
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
CPT CARPET
CT CERAMIC TILE
CW COLD WATER
DET, DTL DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DWG(S) DRAWING(S)
EA EACH
EC EXPOSED CEILING
EIFS EXTERIOR INSULATION FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ENG ENGINEER
EQ EQUAL
EQUIP EQUIPMENT
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FIN FINISH
FLR FLOOR
FR FIRE RETARDANT
FT FEET
GA GAUGE
GB GRAB BAR
GC GENERAL CONTRACTOR
GYP BD GYPSUM BOARD
HDWR HARDWARE
HGT HEIGHT
HM HOLLOW METAL
HORIZ HORIZONTAL
HP HIGH POINT
HVAC HEATING, VENTILATING, AIR CONDITIONING
HW HOT WATER
INSUL INSULATION
JAN JANITOR
JST JOIST
JT JOINT
KD KNOCKDOWN
KIT KITCHEN
LAM LAMINATE
LAV LAVATORY
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
MAS MASONRY
MAT MATERIAL
MAX MAXIMUM
MB MARKER BOARD
MECH MECHANICAL
MEZZ MEZZANINE
MFR MANUFACTURER
MIN MINIMUM
MO MASONRY OPENING
MTL METAL
NIC NOT IN CONTRACT
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OTO OUT TO OUT
PLAS LAM PLASTIC LAMINATE
PLWD PLYWOOD
PS PROJECTION SCREEN
QT QUARRY TILE
R RISER
RA RETURN AIR
RB RESILIENT BASE
RD ROOF DRAIN
REF REFERENCE
REFR REFRIGERATOR
REQD REQUIRED
RO ROUGH OPENING
SA SUPPLY AIR
SCHED SCHEDULE
SCMD SOLID CORE METAL DOOR
SCWD SOLID CORE WOOD DOOR
SEC SECTION
SF SQUARE FOOT
SIM SIMILAR
SPECS SPECIFICATIONS
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SUSP SUSPENDED
TB TACK BOARD
TEL TELEPHONE
TLT TOILET
T.O. TOP OF
TRTD TREATED
TV TELEVISION
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
UR URINAL
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VIF VERIFY IN FIELD
VT VINYL TILE
W/ WITH
W/O WITHOUT
WB WOOD BASE
WC WATER CLOSET
WD WOOD
WH WATER HEATER
WP WORKING POINT
PERMIT SET 09.16.21
PROJECT NUMBER: 210082
THIS DRAWING AND THE IDEAS, DESIGNS
AND CONCEPTS CONTAINED HEREIN ARE
THE EXCLUSIVE INTELLECTUAL PROPERTY
OF CURRAN ARCHITECTURE, AND ARE NOT
TO BE USED OR REPRODUCED, WHOLE OR
IN PART, WITHOUT THE WRITTEN
CONSENT OF CURRAN ARCHITECTURE.
COPYRIGHT 2020,CURRAN ARCHITECTUREC
PROJECT INFORMATION
CERTIFICATION
ISSUE DATES
F :: 317 . 288 . 0753
O :: 317 . 288 . 0681
INDIANAPOLIS, IN 46216
5719 LAWTON LOOP E. DR. #212
TENANT IMPROVEMENTS
1717 E. 116TH STREET,
CARMEL
1717 E. 116TH STREET, CARMEL,
INDIANA 46032
INDEX
A001
APPLICABLE CODES
INDIANA BUILDING CODE
2014 INDIANA BUILDING CODE
INDIANA PLUMBING CODE
2012 INDIANA PLUMBING CODE
INDIANA ELECTRICAL CODE
2009 INDIANA ELECTRICAL CODE
INDIANA FIRE CODE
2014 INDIANA FIRE CODE
INDIANA MECHANICAL CODE
2014 INDIANA MECHANICAL CODE
INDIANA CONSERVATION CODE
2010 INDIANA ENERGY CONSERVATION CODE
INDIANA HANDICAPPED ACCESSIBILITY CODE
2009 ANSI A117.1
ADA ACCESSIBILITY GUIDELINES
OCCUPANCY (OVERALL BUILDING)
CLASSIFICATION (302.1):B
OCCUPANCY (TENANT SPACE)
CLASSIFICATION (302.1):B
ACCESSORY USES (508.2.1):NA
NON-SEPARATED USES (508.3.2):NA
SEPARATED USES (508.3.3):NA
AUTOMATIC SPRINKLER SYSTEM
SPRINKLER SYSTEM REQUIRED (903):NO
SPRINKLER SYSTEM PROVIDED:NO
ALLOWABLE BUILDING HEIGHT
TABULAR HEIGHT (503):55'-0"/2
FLOORS
ALLOWABLE BUILDING AREA
TABULAR AREA (503):23,000 SF
BUILDING AREA INCREASE
INCREASE FOR SPRINKLERED BUILDING (506.3):NA
UNLIMITED AREA (507):NA
FRONTAGE INCREASE (506.2):NA
lf = (F/P - .25) x W / 30
TOTAL ALLOWABLE AREA WITH INCREASES: 23,000 SF
Aa = At + (At x lf) + (At x ls)
Aa = FILL IN
ACTUAL BUILDING HEIGHT AND AREA
BUILDING AREA:7,308 SF
BUILDING HEIGHT (FEET / # FLOORS):32'-0"/2
FLOORS
TABULAR OCCUPANT LOAD (1004.1.2)
OCCUPANT LOAD FACTOR:1/100
ACTUAL OCCUPANT LOAD (1004.1.2)
SQUARE FOOTAGE / OCCUPANT LOAD FACTOR: 7,308/100
TOTAL OCCUPANTS: 74
FIRE RESISTIVE REQUIREMENTS (601 AND 602)
CONSTRUCTION TYPE:II-B
STRUCTURAL FRAME:NA
EXTERIOR BEARING WALLS:NA
INTERIOR BEARING WALLS:NA
EXTERIOR NON-BEARING WALLS:NA
INTERIOR NON-BEARING WALLS NA
FLOOR CONSTRUCTION:NA
ROOF CONSTRUCTION:NA
SHAFTS:NA
FIRE RESISTANCE RATED CONSTRUCTION (704, 601, 602)
RATED EXTERIOR WALLS:NA
FIRE SEPARATION DISTANCE NA
UNPROTECTED OPENING AREA:NA
INTERIOR WALL AND CEILING FINISH REQUIREMENTS (803)
SEE FINISH SCHEDULE FOR MATERIALS
ALL MATERIALS ARE CLASS A RATED
FIRE PROTECTION SYSTEMS
STANDPIPE SYSTEM (905):NA
PORTABLE FIRE EXTINGUISHERS (906.1):EXISTING
FIRE ALARM AND DETECTION SYSTEMS (907):NA
SMOKE CONTROL SYSTEMS (909):NA
SMOKE AND HEAT VENTS (910):NA
EGRESS
MINIMUM WIDTH FACTOR (1005.1): 0.2
REQUIRED MINIMUM WIDTH FROM SPACE (1005.1): 14.8"
MINIMUM NUMBER OF EXITS (1015): 2
ACTUAL NUMBER OF EXITS: 2
ACTUAL WIDTH OF EXITS: 108"
ALLOWABLE TRAVEL DISTANCE (1016.2): 200'
CORRIDOR CONSTRUCTION (1018.1): NA
MINIMUM CORRIDOR WIDTH (1018.2): 44"
MAXIMUM DEAD END CORRIDOR (1018.4): 20'
CODE ANALYSIS
SYMBOLS
(NOT ALL MAY APPLY)
KEYED NOTE
WINDOW OR GLAZED OPENING TAG
IF WINDOW - W#
IF STOREFRONT - SF#
IF CURTAINWALL - CW#
ACCESSORY TAG
EQUIPMENT TAG
FINISH TAG
ROOM TAG
ELEVATION TAG - INTERIOR OR EXTERIOR
SECTION CUT AT AREAS SHOWN SMALL SCALE
ENLARGED PLAN
ELEVATION TARGET. FINISHED FLOOR = 0'-0" UNO
REVISION
PLAN OR TRUE NORTH
BATT INSULATION - WIDTH OF FRAMING UNO
FIRE EXTINGUISHER IN SEMI-RECESSED CABINET
PROVIDED / INSTALLED BY GC
SURFACE MOUNTED FIRE EXTINGUISHER
PROVIDED / INSTALLED BY GC
DOOR WITH DOOR NUMBER
WINDOW OR GLAZED OPENING
STUD FRAMED WALL - REFER TO INDEX SHEET FOR
INFORMATION
CMU WALL - REFER TO SECTIONS AND DETAILS
BRICK WALL - REFER TO SECTIONS AND DETAILS
CONCRETE WALL - REFER TO SECTIONS AND
DETAILS
EIFS OVER SUBSTRATE - REFER TO SECTIONS FOR
WIDTH AND PROFILE
EXISTING DOOR - REFER TO DOOR SCHEDULE
EXISTING FRAMED WALL
EXISTING WINDOW WITH SILL AND / OR STOOL
DEMO'D DOOR
DEMO'D WALL
WALL TYPE
WALL HEIGHT IF DESIGNATED ON PLANS. IF NOT,
SEE WALL TYPES THIS SHEET
#
#
#
#
XXX
ROOM NAME
###
X
AXXX
X
AXXX
X
AXXX
XXX' - X"XXX
# NFE
FE
100
W#
12'
NO CHANGE OF USE
NO CHANGE OF OCCUPANCY
ONLY WORK TO BE DONE IS RENOVATION OF 1ST FLOOR
RESTROOMS TO MEET ADA REQUIREMENTS AND INTERIOR FINISH
UPDATES THROUGHOUT COMMON SPACE.
01/19/22