PLANNING ANF ZONING CERTIFICATE OF APPORIATENESS Page 1 of 2
HISTORIC DOWNTOWN ADVISORY COMMISSION (HDAC) CERTIFICATE OF APPROPRIATENESS APPLICATION
ALL ITEMS ON THIS APPLICATION MUST BE COMPLETED. Per Fee Ordinance 2019-49 Applicant: _______________________________________________________________________________________________________________
Address/City/State/Zip: _____________________________________________________________________________________________________
Email Address: ____________________________________________________________________________________________________________
Phone No: ____________________________ Cell Phone No: ______________________________ Fax No: ____________________________
Property Owner: __________________________________________________________________________________________________________
Address/City/State/Zip: _____________________________________________________________________________________________________
Email Address: ____________________________________________________________________________________________________________
Phone No: ____________________________ Cell Phone No: ______________________________ Fax No: ____________________________
Architect/Designer for Applicant: ____________________________________________________________________________________________
Address/City/State/Zip: _____________________________________________________________________________________________________
Email Address: ____________________________________________________________________________________________________________
Phone No: ____________________________ Cell Phone No: ______________________________ Fax No: ____________________________
Property Address: ________________________________________________________________________________________________________
Lot Number/Subdivision: __________________ Existing Use: _______________________________ Proposed Use: _______________________
Proposed type of Environmental Change:
Checklist:
Attach 5 copies of plot plan as well as any other drawings or written material that will help the Administration and
Commission understand the nature of the proposal.
1 digital copy (CD, USB, Email) of the complete application packet.
Attach a list of contiguous property owners as well as directly across the street from and within 250 feet of property
Attach the required fee - $150.00 per unit (New Residential Construction)
Attach the required fee - $50.00 (Residential Additions/Remodeling)
Attach the required fee - $250.00 per unit (New Commercial Construction)
Attach the required fee - $100.00 (Commercial Additions/Remodeling)
Attach the required fee - $50.00 (Commercial Signs)
Attach the required fee - $100.00 (Demolition Review)
Post a public notice sign at least (10) days prior to a public hearing or public meeting, pursuant to ordinance 1107.035
Public notice sign details found here.
(See Over)
Revised 1/7/2020
PLANNING ANF ZONING CERTIFICATE OF APPORIATENESS Page 2 of 2
I agree to grant the City Staff, the Commission, Board or Council considering this application access to the property that is the subject of this application for the purposes of reviewing this application and posting public notice for this application.
Signature of Applicant: __________________________________________________________ Date: ___________________________________
City of Powell · 47 Hall Street · Powell, Ohio 43065 · (614) 885-5380 · (614) 885-5339 fax· www.cityofpowell.us
Office Use Received
Office Use
Type/Date: __________________________________
Prepared by: _________________________________
Reviewed by: _________________________________
PAYOR: ________________________________
RECIEPT # _________________________________
@ = AT
AB = ANCHOR BOLT
A/C = AIR CONDITIONING
ADJ = ADJACENT
AFF = ABOVE FINISHED FLOOR
AFS = ABOVE FINISHED SLAB
ALS = ACRYLIC LATEX SEALANT
ALUM = ALUMINUM
ANOD = ANODIZED
ARA = AREA OF RESCUE ASSISTANCE
AP = ACCESS PANEL
APPROX = APPROXIMATELY
ARCH = ARCHITECT
AS = ACOUSTICAL SEALANT
B/ = BOTTOM OF
B/B = BACK TO BACK
BD = BOARD
BFG = BELOW FINISHED GRADE
BLDG = BUILDING
BLK = BLOCK (BLOCKING)
BM = BEAM
BMT = BUTYL MASTIC TAPE SEALANT
BRK = BRICK
BRS = BUTYL RUBBER SEALANT
BRZ = BRONZE
BSMT = BASEMENT
BTW = BETWEEN
BYD = BEYOND
C/C = CENTER TO CENTER
CIP = CAST-IN-PLACE
CEM = CEMENT
CER = CERAMIC
CFL = COUNTERFLASH (ING)
CJ = CONTROL JOINT
CL = CENTER LINE
CLG = CEILING
CLO = CLOSET
CLR = CLEAR OPENING
CMU = CONCRETE MASONRY UNIT
CO = CLEAN OUT
COL = COLUMN
CONC = CONCRETE
CONST = CONSTRUCTION
CONTR - CONTRACTOR
CONT = CONTINUOUS
COOR = COORDINATE
CORR = CORRIDOR
CPT = CARPET
CT = CERAMIC TILE
CTSK = COUNTERSINK
CTR = CENTER
CU = CUBIC
DB = DIRECT BURIAL
DBL = DOUBLE
DD = DECK DRAIN
DIA = DIAMETER
DIFF = DIFFUSER
DIM = DIMENSION
DIR = DIRECTION
DN = DOWN
DR = DOOR
DS = DOWN SPOUT
DTL = DETAIL
DW = DRY WALL
DWG (S) = DRAWING (S)
EA = EACH
EB = EXPANSION BOLT
EC = EXPOSED CONSTRUCTION
EF = EXHAUST FAN
EJ = EXPANSION JOINT
EL = ELEVATOR
ELEC = ELECTRIC
ELEV = ELEVATION
EOS = EDGE OF SLAB
EQ = EQUAL
EQUIP = EQUIPMENT
EXIST’G = EXISTING
EXT = EXTERIOR
F = FEMALE
FA = FIRE ALARM
FACP = FIRE ALARM CONTROL PANEL
FB = FACE BRICK
F/C = FAN COIL
FD = FLOOR DRAIN
FE = FIRE EXTINGUISHER
FEC = FIRE EXTINGUISHER CABINET
FF = FINISHED FLOOR
FIN = FINISH (ED)
FIXT = FIXTURE
FLR = FLOOR
FLUOR = FLUORESCENT
FND = FOUNDATION
FOC = FACE OF CONCRETE
FOF = FACE OF FINISH
FOS = FACE OF STUD
FSD = FIRE SEPARATION DISTANCE
FRT = FIRE RETARDANT TREATED
FT = FEET
FTG = FOOTING
FV = FIELD VERIFY
G = GAS
GA = GAUGE
GALV = GALVANIZED
GC = GENERAL CONTRACTOR
GEN’L = GENERAL
GL = GLASS
GR = GRANITE
GRND = GROUND
GST = GLAZED STRUCTURAL TILE
GWB = GYPSUM WALL BOARD
HB = HOSE BIBB
BDW = HARDWARE
HDWD = HARDWOOD
HM = HOLLOW METAL
HORIZ = HORIZONTAL
HR = HOUR
HS = HIGH STRENGTH
HT = HEIGHT
HVAC = HEATING, VENTILATION, A/C
ID = INSIDE DIAMETER
IG = INSIDE GLAZED
IN = INCH
INFO = INFORMATION
INSUL = INSULATION
INT = INTERIOR
J = JOIST
JAN = JANITOR
JB = JUNCTION BOX
JC = JANITORS CLOSET
JT = JOINT
KIT = KITCHEN
KP = KICK PLATE
L = LENGTH
LAM = LAMINATE (D)
LAV = LAVATORY
LB = POUND
LBL = LABEL
LH = LEFT HAND
LIN = LINEAR
LLH = LONG LEG HORIZONTAL
LLV = LONG LEG VERTICAL
LNFT = LINEAR FEET
LP = LOW POINT
LT (G) = LIGHTING (ING)
LVPL = LEVELING PLATE
LVR = LOUVER
M = MALE
MACH = MACHINE
MAINT = MAINTENANCE
MAR = MARBLE
MAS = MASONRY
MATL = MATERIAL
MAX = MAXIMUM
MDF = MEDIUM DENSITY FIBER
MDO = MEDIUM DENSITY OVERLAY
MECH = MECHANICAL
MEMB = MEMBRANE
MEZZ = MEZZANINE
MFD = MANUFACTURED
MFR = MANUFACTURER
MGR = MANAGER
MGT = MANAGEMENT
MH = MAN HOLE
MIN = MINIMUM
MIR = MIRROR
MISC = MISCELLANEOUS
MO = MASONRY OPENING
MP = METAL PANEL
MTD = MOUNTED
MTG = MEETING
MTL = METAL
N = NORTH
NAT = NATURAL
NIC = NOT IN CONTRACT
NO = NUMBER
NOM = NOMINAL
NTS = NOT TO SCALE
O.R.C. = OHIO RESIDENTIAL CODE
OA = OVERALL
OC = ON CENTER
OD = OUTSIDE DIAMETER
OH = OPPOSITE HAND
O/O = OUT TO OUT
OPNG = OPENING
OPP = OPPOSITE
OZ = OUNCE
PARTN = PARTITION
PC = PERPENDICULAR
PCP = PRECAST CONCRETE PLATE
PERF = PERFORATED
PFN = PREFINISH (ED)
PH = PHASE
P/L = PROPERTY LINE
PL = PLATE
PLAM = PLASTIC LAMINATE
PLY WD = PLY WOOD
PR = PAIR
PREFAB = PREFABRICATED
PSF = POUNDS PER SQUARE FOOT
PSI = POUNDS PER SQUARE INCH
P.T. = PRESSURE TREATED
PT = PAINT
PTD = PAINTED
QT = QUARRY TILE
QTY = QUALITY
QUANT = QUANTITY
R = RADIUS
RA = RETURN AIR
RB = RESILIENT BASE
RC = REINFORCED CONCRETE
RD = ROOF DRAIN
REF = REFERENCE
REG = REGISTER
REINF = REINFORCED
REQ’D = REQUIRED
REV = REVISION
RFL = REFLECTED
RGTR = REGISTER
RI = RISER
RM = ROOM
RMV = REMOVE
RO = ROUGH OPENING
RoW = RIGHT OF WAY
S = SOUTH
SA = SUPPLY AIR
SD = SMOKE DETECTOR
SECT = SECTION
SGG = SILICONE GLAZING GASKET
SGS = SILICONE GLAZING SEALANT
SHT = SHEET
SHTG = SHEATHING
SIM = SIMILAR
SJS = SILICONE JOINT SEALANT
SPEC = SPECIFICATION
SQ = SQUARE
SQFT = SQUARE FEET
SQYD = SQUARE YARD
SS = STAINLESS STEEL
ST = SEALANT TAPE
STD = STANDARD
STL = STEEL
STM = STORM
STOR = STORAGE
STRUCT = STRUCTURAL
SUSP = SUSPENDED
SYS = SYSTEM
T = TOWNHOUSE
T/ = TOP OF
TEL = TELEPHONE
TEMP = TEMPERATURE
TH = TOWNHOUSE
THK = THICK (NESS)
THR = THRESHOLD
TYP = TYPICAL
UC = UNDERCUT
UG = UNDERGROUND
UNF = UNFISNISHED
UNO = UNLESS NOTED OTHERWISE
VA = VOLT-AMPS
VAL = VALVE
VERT = VERTICAL
VEST = VESTIBULE
VIF = VERIFY IN FIELD
VCT = VINYL COMPOSITION TILE
VWC = VINYL WALL COVERING
W = WEST
W/ = WITH
W/O = WITH OUT
WC = WATER CLOSET
WCO = WALL CLEAN OUT
WD = WOOD
WDW = WINDOW
WRB = WEATHER RESISTIVE BARRIER
WPR = WATERPROOFING
WPT = WORK POINT
WT = WEIGHT
WWF = WELDED WIRE FABRIC
YD = YARD
1 A5.00
SIM
A101
1
1
1
1
1
A
1
A101
SIM
A101
1
1 1
1
DETAIL
AREA
101
LEVEL
876' - 0"
1
XXX.X'
ROOM NAME
101
150 SF
1
NOTE
AREA TAG
ROOM TAG
CODED NOTE
KEYNOTE
REVISION TAG
WALL TAG
WINDOW TAG
DOOR TAG
FLOOR/ROOF TAG
ACCESSORY TAG
BUILDING SECTION
WALL SECTION
DETAIL SECTION
DETAIL CALLOUT
EXTERIOR ELEVATION
INTERIOR ELEVATION
ELEVATION
SPOT ELEVATION
STURCTURAL GRID LINE
MATCH LINE
CENTERLINE
1
A101
SIM
1
A101
SIM
DETAIL NO.
SHEET NO.
DETAIL NO.
SHEET NO.
DETAIL NO.
SHEET NO.
DETAIL NO.
SHEET NO.
DETAIL NO.
SHEET NO.
DETAIL NO.
SHEET NO.
AREA NAME
100 SF
?
AC1
W22
Area
EARTH
CIP/PRECAST
SITEWORK
GRAVEL GEOLOGICAL ROCK
GROUT MORTAR
CONCRETE
BRICK CMU FIREBRICK
MASONRY
CUT STONE RUBBLE SLATE
STONE
STEEL ALUMINUM BRASS
METAL
FINISH ROUGH BLOCKING
WOOD
BATT/ LOOSE RIGID
SPRAY FOAM
INSULATION
GLASS
GLASS
CERAMIC TILE
FINISHES
PLYWOOD
(LARGE SCALE)
PLYWOOD
(SMALL SCALE)
GYPSUM
PLASTER
PLASTIC
CORK
PARCEL SUMMARY:
PROJECT DESCRIPTION:
DELAWARE COUNTY PARCEL NO. 31942513051002
0.46 ACRES
THE PROJECT CONSISTS OF A CHANGE OF
OCCUPANCY WITH ALTERATIONS TO AN EXISTING
2,772 SF IIIB STRUCTURE LOCATED WITHIN THE
VILLAGE OF POWELL, OHIO. A 2,821 SF ADDITION
OF TYPE VB CONSTRUCTION WILL BE ADDED TO
THE NORTH. THESE COMBINED SPACES WILL
ACCOMMODATE AN A-2 ASSEMBLY OCCUPANCY
WITH SUPPORTING OFFICE, RESTROOMS, STORAGE,
UTILITY AND CIRCULATION AS REQUIRED FOR A
PRIVATE SOCIAL CLUB.
PRELIMINARY
NOT FOR CONSTRUCTION
This document is partially complete. The information
contained is not necessarily coordinated or correct.
This drawing is for review purposes only.
© 2021 SJM studio LLC
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SHEET TITLE
PROJECT TITLE
PROJECT NO.
ISSUE DATE
SHEET NO.
REVISION# DATE
ISSUE
3
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2
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2
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2
1
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COVER SHEET
THE VENERY
G0.00
03.29.2021
SJM_2010
THE VENERY80 E OLENTANGY STREET POWELL, OHIO 43065
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
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PROJECT DIRECTORY
Goodnight InvestmentsMichael + Gretchen [email protected] Phone No.
SJM studio, LLCSarah [email protected](937) 215-0845
IBI GroupEric [email protected]
Ehlers Engineering, LLCDerek Ehlers, [email protected]
Allemang Engineering, LLCDonald K. Allemang, [email protected]
Lincoln ConstructionGreg [email protected]
VICINITY MAP
PROJECT SITE
Owner:
Architect:
Civil Engineer:
Structural Engineer:
MEP Engineer:
General Contractor:
APPLICABLE CODES
VILLAGE OF POWELL, PLANNING AND ZONING CODE
2017 OHIO BUILDING CODE (OBC0 + AMENDMENTS
2017 OHIO PLUMBING CODE (OPC) + AMENDMENTS
2017 OHIO MECHANICAL CODE (OMC) + AMENDMENTS
2017 NATIONAL ELECTRIC CODE (NEC) – NFPA 70
ICC A117.1-2009 ACCESSIBLE + USABLE BUILDINGS + FACILITIES
2012 INTERNATIONAL ENERGY CONSERVATION CODE + AMENDMENTS
2015 INTERNATIONAL FUEL GAS CODE
ASHRAE 90.1 2010
NATIONAL FIRE ALARM + SIGNALING CODE (NFPA 72-10)
OHIO FIRE CODE 2017
N
HDAC DRAWING INDEXSYMBOLS LEGEND
MATERIALS LEGEND
ABREVIATIONS
PROJECT SUMMARY
G0.00 COVER SHEET
G0.01 SITE PLAN (ARCHITECTURAL)
G1.03 FLOOR, CEILING & WALL ASSEMBLIES
A1.00 FOUNDATION PLAN
A1.01 EXISTING BASEMENT + NEW LEVEL 1 PLAN
A1.02 EXISTING LEVEL 1 PLAN
A1.03 NEW MEZZANINE PLAN
A1.04 EXISTING ATTIC
A1.05 ROOF PLAN
A2.00 BUILDING ELEVATIONS
A2.01 BUILDING ELEVATIONS
A8.00 RENDERINGS
A8.01 RENDERINGS
A8.02 MATERIAL PALETTE
A8.03 SITE LIGHTING
A8.04 EXISTING IMAGES
CIVIL CIVIL SITE PLAN
8"
/ 1
'-0
"
2
1
EXTG. FFE 905.7
3
5% MAX SLOPE ALONG
ACCESSIBLE ROUTE / 2%
MAX SLOPE @
ACCESSIBLE PARKING
AISLE
1
4
'
-
0
"
2
0
'
-
0
"
6
'
-
0
"
6' - 0" 60' - 1"
4
5
6
MOTORCYCLE PARKING
PEDESTRIAN ACCESS TO WALK
7
8
10
12
11
2
'
-
0
"
PROPOSED FFE X
SEE CIVIL SITE PLAN
13
SITE DATA
W
80 E OLENTANGY
POWELL, OH 43065
GOODNIGHT INVESTMENTS
4200 MACDUFF WAY
DUBLIN, OH 43016
20,201.79 SF / 0.46 ACRES
1323 SF EXISTING BUILDING
2193 SF NEW ADDITION
319 SF NEW DECK (COVERED)
44 SF NEW DECK (UNCOVERED)
3,879 SF TOTAL
2,556 SF
4,040 SF OR 20%
LOT USAGE:
BUILDING HEIGHT:
FRONT (SOUTH):
FRONT (EAST):
REAR (NORTH):
WEST SIDE:
SITE SCHEDULE
20% MAX. ALLOWABLE
20% PROPOSED
35.00' MAX. ALLOWABLE
25.00' PROPOSED
20' MIN - 25' MAX ALLOWABLE
26' EXISTING
20' MIN - 25' MAX ALLOWABLE
68.5' EXISTING
5.00' MIN. ALLOWABLE
31' PROPOSED
5.00' MIN. ALLOWABLE
8.75' PROPOSED
PROPERTY LINE
MINIMUM SETBACK LINE
PROPOSED SETBACK LINE
EXISTING WELL
SITE PLAN LEGEND
PROPERTY ADDRESS:
PROPERTY OWNER:
OWNER ADDRESS:
TOTAL LOT AREA:
TOTAL PRINCIPAL
BUILDING FOOTPRINT
AREA:
TOTAL ACCESSORY
BUILDING AREA:
TOTAL COVERED AREA:
GENERAL ZONING INFORMATION
PARCEL NO.
ZONING DISTRICT
HEIGHT DISTRICT
DELAWARE COUNTY NO. 319-425-13-051-002
DB - DOWNTOWN BUSINESS DISTRICT
H-35
PRELIMINARY
NOT FOR CONSTRUCTION
This document is partially complete. The information
contained is not necessarily coordinated or correct.
This drawing is for review purposes only.
© 2021 SJM studio LLC
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SHEET TITLE
PROJECT TITLE
PROJECT NO.
ISSUE DATE
SHEET NO.
REVISION# DATE
ISSUE
3
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ARCHITECTURAL
SITE PLAN
THE VENERY
G0.01
03.29.2021
SJM_2010
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
1" = 10'-0"G0.01
1
ARCHITECTURAL SITE PLAN
0' 10' 20'5'
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SITE PLAN NOTESNO. NOTE
1 PROPOSED CURB CUT AND DRIVE ACCESS TO NEW
PARKING LOT
2 PROPOSED SEGMENTAL RETAINING WALL (VERSA-LOK
OR SIM)
3 PROPOSED PARKING (SEE CIVIL SITE PLAN)
4 PROPOSED REFUSE, RECYCLING AND MISC. STORAGE
ENCLOSURE
5 PROPOSED ENTRANCE LANDSCAPING AREA 1.
MAINTAIN EXISTING CONTRIBUTING TREES, SHRUBS
AND NATIVE WOODLAND PLANTS
6 PROPOSED ENTRANCE LANDSCAPING AREA 2.
MAINTAIN EXISTING CONTRIBUTING TREES. NEW
LANDSCAPING REQUIRED
7 PROPOSED ENTRANCE LANDSCAPING AREA 3.
MAINTAIN EXISTING CONTRIBUTING TREES, SHRUBS
AND NATIVE WOODLAND PLANTS
8 PROPOSED ENTRANCE LANDSCAPING AREA 4.
MAINTAIN EXISTING CONTRIBUTING TREES, SHRUBS
AND NATIVE WOODLAND PLANTS
10 PROPOSED NEW PAVER WALK + STAIR
11 PROTECT AND MAINTAIN EXISTING GINKGO BILOBA
TREE
12 PROPOSED SMALL ORNAMENTAL TREE (NATIVE OHIO
FLOWERING DOGWOOD "CANUS FLORIDA" OR EASTERN
REDBUD "CERCIS CANADENSIS"
13 EXISTING STEPS
NO. ASSEMBLY DESCRIPTION
WALL TYPE LEGEND
COMMENTS
W1
(1) LAYER 5/8" GWB
2x4 WD STUD @
24" O.C. UNO
W2
INTERIOR PARTITION - GWB 1 SIDE
(NON-LOADBEARING)
INTERIOR PARTITION - GWB 2 SIDES
(NON-LOADBEARING)
(1) LAYER 5/8" GWB
2x4 WD STUD @
24" O.C.
FLOOR
CEILING
REFERENCE WALL SECTIONS FOR EXTERIOR WALL DETAILS & ENLARGED FLOOR PLANS FOR
ACOUSTIC BATT INSULATION.
**GWB APPLIED VERTICALLY OR HORIZONTALLY WITH 6d COOLER OR WALLBOARD NAILS @
7" O.C. W/ END JOINTS ON NAILING MEMBERS. STAGGER JOINTS EA. SIDE.
(1) LAYER 5/8" GWB
(1) LAYER 5/8" GWB
2x6 FRAMING, 16" O.C.
KRAFT-FACED BATT
INSULATION *
(1) LAYER 15/32" WD
SHEETHING
WEATHER BARRIER
1" MIN UNFACED POLYISO BOARD
1/4" FURRING
FIBER CEMENT LAP SIDING
EW1
*PER OBC 1405.3.3
EXTERIOR WALL, TYPICAL
(LOAD-BEARING AND NON-LOADBEARING)
NOT RATED
(1) LAYER 5/8" GWB
2x4 WD STUD @
24" O.C. UNO
W3
INTERIOR PARTITION - GWB 2 SIDES
(NON-LOADBEARING)
(1) LAYER 1/2" SOUND
DEADENING GWB*
BASED ON NGC (NATIONAL
GYPSUM COMPANY) 2009027
STC 49
*SOUNDBREAK XP OR SIM.
ACOUSTICAL BATT
FLOOR
CEILING
FLOOR
CEILING
2x6 P.T. FRAMING, 16" O.C.
15/32" P.T. SHEETHING
WEATHER BARRIER
FIBER CEMENT LAP SIDING
EW2
*PER OBC 1405.3.3
EXTERIOR PARTITION
(LOAD BEARING AND NON-LOADBEARING)
NOT RATED
FIBER CEMENT LAP SIDING
(1) LAYER 5/8" GWB
2x6 WD STUD @
16" O.C. UNO
W4
INTERIOR PARTITION - GWB 2 SIDES
(BEARING WALL AND SHEAR WALL)
(1) LAYER 15/32" WD
SHEETHING
FLOOR
(1) LAYER 1/2" GWB
(1) LAYER 5/8" GWB
2x6 WD STUD @
16" O.C. UNO
W5
INTERIOR PARTITION - GWB 2 SIDES
(BEARING WALL)
FLOOR
(1) LAYER 5/8" GWB
(1) LAYER 5/8" GWB
2x6 WD STUD @
16" O.C. UNO
W6
INTERIOR PARTITION -
GWB 1 SIDE
FLOOR
NO. ASSEMBLY DESCRIPTION
ROOF TYPE LEGEND
COMMENTS
(1) LAYER 5/8" GWB
R-38 MIN KRAFT
FACED BATT
INSULATIONR1
TYPICAL NEW ROOF
NOT RATED
PRE-FABRICATED WD
TRUSS FRAMING
PRE-FABRICATED WD
TRUSS FRAMING
5/8" OSB SHEETHING
15 LB ASPHALT
SATURATED FELT
ASPHALT SHINGLES
R2
NOT RATED
GWB CEILING
5/8" OSB SHEETHING
R-20 MIN ISULATION
BOARD. APPROX 4"
2x ROOF FRAMING
TPO ROOF MEMBRANE
NO. ASSEMBLY DESCRIPTION
FOUNDATION TYPE LEGEND
COMMENTS
8" CMU, SOLID GROUTED PER
STRUCTURAL REQUIREMENTS
F1
TYPICAL FOUNDATION WALL
NOT RATED
WATERPROOF MEMBRANE
DRAINAGE MAT
PRELIMINARY
NOT FOR CONSTRUCTION
This document is partially complete. The information
contained is not necessarily coordinated or correct.
This drawing is for review purposes only.
© 2021 SJM studio LLC
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SHEET TITLE
PROJECT TITLE
PROJECT NO.
ISSUE DATE
SHEET NO.
REVISION# DATE
ISSUE
3
/
2
9
/
2
0
2
1
3
:
5
7
:
2
2
P
M
FLOOR, CEILING,
& WALL
ASSEMBLIES
THE VENERY
G1.03
03.29.2021
SJM_2010
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
C
O
L
U
M
B
U
S
www.SJMstudiollc.com
1
2
5
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3
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4
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SJM
studio
GENERAL NOTES
1. ALL DRAWINGS AND SPECIFICATIONS ARE THE
PROPERTY OF THE ARCHITECT, WHO RESERVES
COPYRIGHT WITH RESPECT TO THIS DOCUMENT. THIS
DOCUMENT SHALL NOT BE DUPLICATED, USED, OR
CIRCULATED FOR ANY OTHER PURPOSE THAN THAT
FOR WHICH IT IS ISSUED.
2. SEE G1.02 - G1.03 FOR EXTENTS AND TECHNICAL
DETAILS OF FIRE-RATED BARRIERS, FIRE-RATED
PARTITIONS AND SHAFT WALLS.
3. SEE G1.04 FOR UL ASSEMBLIES.
4. SEE G1.10 FOR TYPICAL ACCESSIBLE CLEARANCES AND
DETAILS.
5. EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION, FACE OF MASONRY OR FACE OF
SHEATHING UNO.
6. INTERIOR DIMENSIONS ARE TO FACE OF STUD UNO.
7. VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK
AND NOTIFY ARCHITECT FOR RESOLUTION OF ANY
DISCREPANCIES.
8. EXTEND FIRE BARRIERS TO UNDERSIDE OF DECK
ABOVE UNO.
9. PROVIDE SOUND BATT INSULATION AT ALL TOILET
ROOMS AND MECHANICAL ROOMS.
10. PROVIDE 5/8" CEMENT BACKER BOARD AT ALL TILE
WALL LOCATIONS W/ BLOCKING BEHIND ALL CEMENT
BACKER BOARD SEAMS.
11. PROVIDE 5/8" MOISTURE RESISTANT GWB AT ALL WET
WALL LOCATIONS.
12. COMPLY WITH MANUFACTURER INSTRUCTIONS FOR
INSTALLATION OF BUILDING MATERIALS AND FF&E.
13. LOCATION AND SIZE OF PENETRATIONS/MEMBRANE
PENETRATIONS OF FIRE-RATED ASSEMBLIES ARE
APPROXIMATE. GC TO FIELD VERIFY SIZE AND
LOCATION.
14. CONSULT OWNER TO VERIFY PROJECT SALVAGE
REQUIREMENTS OF ITEMS NOT IDENTIFIED FOR REUSE
HERE PRIOR TO REMOVAL START.
15. PROTECT EXISTING ORIGINAL ARCHITECTURE
THROUGHOUT INCLUDING WINDOWS, DOORS, MISC.
GLASS, CASEWORK, MILLWORK, STAIRS, RAILINGS,
HARDWARE AND (TO THE GREATEST EXTENT
POSSIBLE) PLASTER.
16. COMMERCIAL SPACE SCOPE:
A. GC TO PROVIDE "WARM GRAY BOX”
INCLUDING PLUMBING ROUGH-INS,
ELECTRICAL SERVICE, TEMPORARY HEAT,
LEVEL 4 FINISH ALL GWB SURFACES
A2.00 2
A2.01
3
1
A3.00
4
A3.00
2
A3.00
5
A3.00
7
A3.00
3
A3.00
-
---
67 SF
F1
28 SF
F1
24 SF
F1
51 SF
F1
67 SF
F1
67 SF
F1
18 SF
F1
34 SF
F1
70 SF
F1
26 SF
F1
37 SF
F1
26 SF
F1
61 SF
F1
66' - 0"
6' - 0" 12' - 0" 36' - 0" 12' - 0"
6
'
-
0
"
2
2
'
-
0
"
6
'
-
0
"
6
'
-
8
"
4
0
'
-
8
"
6
'
-
0
"
3
4
'
-
0
"
5" 2' - 4"
E
Q
E
Q
E
Q
2
1
'
-
7
"
5" 2' - 4"
1
2
'
-
2
1
/
8
"
26 SF
F1
93 SF
F1
1
0
'
-
0
"
11' - 4 3/8"
PRELIMINARY
NOT FOR CONSTRUCTION
This document is partially complete. The information
contained is not necessarily coordinated or correct.
This drawing is for review purposes only.
© 2021 SJM studio LLC
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SHEET TITLE
PROJECT TITLE
PROJECT NO.
ISSUE DATE
SHEET NO.
REVISION# DATE
ISSUE
3
/
2
9
/
2
0
2
1
3
:
5
7
:
0
9
P
M
FOUNDATION
PLAN
THE VENERY
A1.00
03.29.2021
SJM_2010
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
C
O
L
U
M
B
U
S
www.SJMstudiollc.com
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FLOOR PLAN NOTESNO. NOTE
1 INACCESSIBLE EXTG. CRAWL SPACE CONDITIONS TO BE
VERIFIED IN FIELD.
2 EXTG. VENTILATION OPENINGS IN CRAWL SPACE
FOUNDATION WALL, TYP. OF (3)
3 REMOVE EXTG. STONE MASONRY AS REQ'D TO PROVIDE
NEW SECURE, INSULATED CRAWL SPACE ACCESS PANEL.
4 EXTG. SPLIT SYSTEM AHU TO REMAIN. RECONFIGURE
EXTG. DUCTWORK AS REQ'D TO ACCOMODATE
OVERHEAD CLEARANCE IN BASEMENT ROOM 1 AND 2
5 PROVIDE NEW OPENING IN EXTG. LOAD BEARING
MASONRY WALL
6 PROVIDE NEW 4" CONC. SLAB THROUGHOUT BASEMENT
7 PROVIDE NEW 8" DOUBLE WYTHE BRICK MASONRY
WALL ON 16" WIDE X 8" DEEP REINFOCED CONC.
FOOTER AS INDICATED
8 MAINTAIN AS EMERGENCY EGRESS OPENING
9 NEW 90 MINUTE FIRE-RATED DOOR IN EXTG. OPENING
10 INFILL EXTG. WINDOW OPENING W/ MASONRY TO
MATCH EXTG.
11 INFILL EXTG. DOOR OPENING W/ MASONRY TO MATCH
EXTG.
12 GLASS GUARDRAIL, 42"
13 65 GALLON REFUSE / RECYCLING TOTES AND/OR
LAWNCARE AND MAINTENANCE STORAGE CONCEALED
IN REFUSE ENCLOSURE
16 MAINTAIN AS EMERGENCY EGRESS OPENING
1/4" = 1'-0"A1.00
1
NEW FOOTER
UP
UP
A2.00 2
A2.01
A2.001
31
A3.00
4
A3.00
33 SF
ENTRY
100
332 SF
COCKTAIL
KITCHEN
003
270 SF
WINE
CELLAR
004
253 SF
UTILITY+
STORAGE
005
2
3
1
7
2
A3.00
5
A3.00
7
A3.003
A3.00
73 SF
BOURBON
STORAGE
DISPLAY
104
29' - 9"
1
1
'
-
3
1
/
2
"
E
D
G
E
O
F
M
E
Z
Z
A
N
I
N
E
A
B
O
V
E
UP TO
EXISTING HOUSE
-7' - 9 1/2"
230 SF
PRIVATE
ROOM
105
619 SF
MAIN
SEATING
AREA
102
568 SF
BAR
103
68 SF
CORRIDOR
106
46 SF
RR 1
107
47 SF
RR 2
108
31 SF
RR 3
109
116 SF
DECK 1
E100
114 SF
PATIO 1
E101
135 SF
PATIO 2
E102
PRIVATE
LOUNGE
LOUNGE
SEATING
2 PERSON
BOOTH
2 PERSON
BOOTH
6 PERSON
BOOTH
6 PERSON
BOOTH
6 PERSON
BOOTH
6 PERSON
BOOTH
83 SF
CONCIERGE
101
CONCIERGE SPACE
FLOOR TO CEILING
BOOKSHELF BOOTH
(6 PEOPLE)
FLOOR TO CEILING
BOOKSHELF BOOTH
(6 PEOPLE)
LOUNGE
SEATING
6
'
-
3
5
/
8
"
4
"
4
"
6
'
-
3
3
/
4
"
4
'
-
1
3
/
8
"
3
'
-
0
"
2
'
-
8
"
4
0
'
-
0
"
6
'
-
0
"
6
'
-
0
"
2
2
'
-
0
"
6
'
-
0
"
66' - 0"
6' - 0" 12' - 0" 36' - 0" 12' - 0"EQ EQ
6
'
-
0
"
8' - 0"
4
'
-
0
"
4
'
-
0
"
4
'
-
0
"
1
4
'
-
0
"
1
4
'
-
0
"
2
'
-
6
"
9
'
-
0
"
2
'
-
6
"
1
'
-
9
"
1
'
-
8
"
E
Q
E
Q
6' - 3 1/4"
F
I
N
I
S
H
E
D
9
'
-
1
1
1
1
/
1
6
"
E
Q
E
Q
3' - 3 1/16"
4
"
FIN.
11' - 1 3/8"
F
I
N
.
2
0
'
-
9
5
7
/
6
4
"
F
I
N
6
'
-
0
3
/
8
"
2
P
E
R
S
O
N
B
O
O
T
H
2
P
E
R
S
O
N
B
O
O
T
H
AISLE
3' - 0"
OUTSIDE
7' - 11 3/4"
AISLE
3' - 0"
2
'
-
1
0
1
/
2
"
2
'
-
7
7
/
8
"
3
'
-
3
3
/
8
"
8
'
-
5
"
6
'
-
0
3
/
8
"
3
'
-
3
3
/
8
"
1
4
'
-
0
"
3
'
-
3
3
/
8
"
1
7
'
-
5
3
/
4
"
3' - 11"
8' - 0"
1' - 6 3/8" 6' - 6" 2' - 6"
INSIDE
7' - 3 1/2"
1' - 6" 5' - 11 13/32" 10"
5
'
-
1
1
7
/
8
"
1
'
-
6
"
10" 1' - 6" 2' - 2 35/64" 1' - 6" 10"
6' - 10 35/64"
4
'
-
8
"
8
'
-
1
1
1
/
8
"
5
'
-
6
5
/
8
"
46 SF
STAIR
110
2 A4.10
174 SF
EM2
379 SF
EW1
85 SF
F1
004
100
27 SF
EW1
97 SF
EW1
58 SF
EW1
180 SF
EW1
78 SF
EW1
E101
E100
119 SF
W2
93 SF
W2
334 SF
W2
100 SF
EW2
171 SF
EW1
198 SF
EW1
125 SF
W4
111 SF
W3
79 SF
W3
79 SF
W3
168 SF
W2
101 SF
W3
107
108
109
12 SF
84 SF
BASEMENT
ACCESS
001
104A
302 SF
CRAWL
SPACE
006
003
139 SF
EW1
+
/
-
1
1
'
-
7
3
/
4
"
WINDOW WALL
17' - 5 7/32"
6
'
-
0
"
93 SF
EW2
34' - 11"
9' - 5" 3' - 2" 18' - 6"
1' - 9 1/2"
R 4' - 6"
R 7' -
0"
4
5
6
6
8
7' - 10 1/4" 4' - 0"
R 1
' - 6"
R 3
' -
6"
R 2' -
0"
6
'
-
1
"
2
3052
9
34
2A4.03b
5 23
1
-
--
MOP
SINK
EGRESS
WINDOW
1011
-
---
302 SF
EW1
55 SF
EW1
119 SF
W2
13
13
49 SF
W5
388 SF
EW1
106 SF
W5
7 SF
W2
44 SF
W2
17 SF
W4
75 SF
W5
42 SF
W2
66 SF
EW1
20 SF
W5
35 SF
W5
161 SF
W2
3030
2' - 8" 2' - 6"
005
11
2
'
-
4
3
/
4
"
4
'
-
5
"
7
'
-
2
1
/
4
"
7' - 2 1/4"
4
'
-
9
1
/
2
"
A
I
S
L
E
3
'
-
5
3
/
8
"
101
002
STORAGE
104B
5' - 1 5/16"
GENERAL NOTES
1. ALL DRAWINGS AND SPECIFICATIONS ARE THE
PROPERTY OF THE ARCHITECT, WHO RESERVES
COPYRIGHT WITH RESPECT TO THIS DOCUMENT. THIS
DOCUMENT SHALL NOT BE DUPLICATED, USED, OR
CIRCULATED FOR ANY OTHER PURPOSE THAN THAT
FOR WHICH IT IS ISSUED.
2. SEE G1.02 - G1.03 FOR EXTENTS AND TECHNICAL
DETAILS OF FIRE-RATED BARRIERS, FIRE-RATED
PARTITIONS AND SHAFT WALLS.
3. SEE G1.04 FOR UL ASSEMBLIES.
4. SEE G1.10 FOR TYPICAL ACCESSIBLE CLEARANCES AND
DETAILS.
5. EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION, FACE OF MASONRY OR FACE OF
SHEATHING UNO.
6. INTERIOR DIMENSIONS ARE TO FACE OF STUD UNO.
7. VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK
AND NOTIFY ARCHITECT FOR RESOLUTION OF ANY
DISCREPANCIES.
8. EXTEND FIRE BARRIERS TO UNDERSIDE OF DECK
ABOVE UNO.
9. PROVIDE SOUND BATT INSULATION AT ALL TOILET
ROOMS AND MECHANICAL ROOMS.
10. PROVIDE 5/8" CEMENT BACKER BOARD AT ALL TILE
WALL LOCATIONS W/ BLOCKING BEHIND ALL CEMENT
BACKER BOARD SEAMS.
11. PROVIDE 5/8" MOISTURE RESISTANT GWB AT ALL WET
WALL LOCATIONS.
12. COMPLY WITH MANUFACTURER INSTRUCTIONS FOR
INSTALLATION OF BUILDING MATERIALS AND FF&E.
13. LOCATION AND SIZE OF PENETRATIONS/MEMBRANE
PENETRATIONS OF FIRE-RATED ASSEMBLIES ARE
APPROXIMATE. GC TO FIELD VERIFY SIZE AND
LOCATION.
14. CONSULT OWNER TO VERIFY PROJECT SALVAGE
REQUIREMENTS OF ITEMS NOT IDENTIFIED FOR REUSE
HERE PRIOR TO REMOVAL START.
15. PROTECT EXISTING ORIGINAL ARCHITECTURE
THROUGHOUT INCLUDING WINDOWS, DOORS, MISC.
GLASS, CASEWORK, MILLWORK, STAIRS, RAILINGS,
HARDWARE AND (TO THE GREATEST EXTENT
POSSIBLE) PLASTER.
16. COMMERCIAL SPACE SCOPE:
A. GC TO PROVIDE "WARM GRAY BOX”
INCLUDING PLUMBING ROUGH-INS,
ELECTRICAL SERVICE, TEMPORARY HEAT,
LEVEL 4 FINISH ALL GWB SURFACES
PRELIMINARY
NOT FOR CONSTRUCTION
This document is partially complete. The information
contained is not necessarily coordinated or correct.
This drawing is for review purposes only.
© 2021 SJM studio LLC
T
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SHEET TITLE
PROJECT TITLE
PROJECT NO.
ISSUE DATE
SHEET NO.
REVISION# DATE
ISSUE
3
/
2
9
/
2
0
2
1
3
:
5
7
:
1
0
P
M
EXTG. BASEMENT
+ NEW LEVEL 1
PLAN
THE VENERY
A1.01
03.29.2021
SJM_2010
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
C
O
L
U
M
B
U
S
www.SJMstudiollc.com
1
2
5
4
E
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9
3
7
.
2
1
5
.
0
8
4
5
SJM
studio
1/4" = 1'-0"A1.01
1
01 ENTRY LEVEL
FLOOR PLAN NOTESNO. NOTE
1 INACCESSIBLE EXTG. CRAWL SPACE CONDITIONS TO BE
VERIFIED IN FIELD.
2 EXTG. VENTILATION OPENINGS IN CRAWL SPACE
FOUNDATION WALL, TYP. OF (3)
3 REMOVE EXTG. STONE MASONRY AS REQ'D TO PROVIDE
NEW SECURE, INSULATED CRAWL SPACE ACCESS PANEL.
4 EXTG. SPLIT SYSTEM AHU TO REMAIN. RECONFIGURE
EXTG. DUCTWORK AS REQ'D TO ACCOMODATE
OVERHEAD CLEARANCE IN BASEMENT ROOM 1 AND 2
5 PROVIDE NEW OPENING IN EXTG. LOAD BEARING
MASONRY WALL
6 PROVIDE NEW 4" CONC. SLAB THROUGHOUT BASEMENT
7 PROVIDE NEW 8" DOUBLE WYTHE BRICK MASONRY
WALL ON 16" WIDE X 8" DEEP REINFOCED CONC.
FOOTER AS INDICATED
8 MAINTAIN AS EMERGENCY EGRESS OPENING
9 NEW 90 MINUTE FIRE-RATED DOOR IN EXTG. OPENING
10 INFILL EXTG. WINDOW OPENING W/ MASONRY TO
MATCH EXTG.
11 INFILL EXTG. DOOR OPENING W/ MASONRY TO MATCH
EXTG.
12 GLASS GUARDRAIL, 42"
13 65 GALLON REFUSE / RECYCLING TOTES AND/OR
LAWNCARE AND MAINTENANCE STORAGE CONCEALED
IN REFUSE ENCLOSURE
16 MAINTAIN AS EMERGENCY EGRESS OPENING
DN
DNDNA
L
I
G
N
322 SF
FRONT
PORCH
118
180 SF
LOUNGE
1
115
4' - 1 9/32"
3
'
-
5
1
/
6
4
"
2
A3.00
5
A3.00GARDEN
ACCESS
HOUSE ACCESS
3
A3.00
39 SF
GL1
UP TO
EXISTING HOUSE
DOWN TO
MAIN BAR
UP TO
MEZZANINE
137 SF
ENTRY
VESTIBULE
112
174 SF
LOUNGE
3
116
72 SF
CORRIDOR
113
0"
FLOOR TO CEILING BOOK SHELF
80 SF
LANDING
111
33 SF
ENTRY
100
46 SF
STAIR
110
117
4' - 3 1/4" 5' - 0"
118
14 SF
STORAGE
117
115
116
113
112
1
1
'
-
5
1
/
2
"
E
X
T
G
.
11' - 11 1/4" EXTG.
15' - 7 1/2" EXTG.
1
2
'
-
7
1
/
2
"
E
X
T
G
.
12 SF
W2
1
6
'
-
4
"
E
X
T
G
.
10' - 9 1/2" EXTG. 5' - 8 3/4" EXTG. 10' - 11 3/4" EXTG.
3
'
-
1
1
1
/
2
"
E
X
T
G
.
1
2
'
-
4
1
/
2
"
E
X
T
G
.
7' - 1" EXTG.
8
'
-
3
"
E
X
T
G
.
12' - 8" EXTG.
1
3
'
-
7
3
/
4
"
E
X
T
G
.
10' - 4 3/4" EXTG.
+
/
-
4
'
-
5
1
/
2
"
E
X
T
G
.
1
4
'
-
1
"
E
X
T
G
.
3
2
'
-
8
1
/
2
"
E
X
T
G
.
N
E
W
O
P
E
N
I
N
G
8
'
-
7
1
/
2
"
EXTG.
4' - 1"
910 10
3462
3462
3462
3462
3462
3462
3462
W14 W14 W14
W15
W3
W3
W3W3W3
W5
W5W5
W3
W3
W3
W3
5' - 7 5/8"
EXISTING STAIR
UP
DOWN TO
MAIN BAR
MIN CLR
4' - 0"
12
-
---
210 SF
LOUNGE
2
121
3 A4.10
111
GENERAL NOTES
1. ALL DRAWINGS AND SPECIFICATIONS ARE THE
PROPERTY OF THE ARCHITECT, WHO RESERVES
COPYRIGHT WITH RESPECT TO THIS DOCUMENT. THIS
DOCUMENT SHALL NOT BE DUPLICATED, USED, OR
CIRCULATED FOR ANY OTHER PURPOSE THAN THAT
FOR WHICH IT IS ISSUED.
2. SEE G1.02 - G1.03 FOR EXTENTS AND TECHNICAL
DETAILS OF FIRE-RATED BARRIERS, FIRE-RATED
PARTITIONS AND SHAFT WALLS.
3. SEE G1.04 FOR UL ASSEMBLIES.
4. SEE G1.10 FOR TYPICAL ACCESSIBLE CLEARANCES AND
DETAILS.
5. EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION, FACE OF MASONRY OR FACE OF
SHEATHING UNO.
6. INTERIOR DIMENSIONS ARE TO FACE OF STUD UNO.
7. VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK
AND NOTIFY ARCHITECT FOR RESOLUTION OF ANY
DISCREPANCIES.
8. EXTEND FIRE BARRIERS TO UNDERSIDE OF DECK
ABOVE UNO.
9. PROVIDE SOUND BATT INSULATION AT ALL TOILET
ROOMS AND MECHANICAL ROOMS.
10. PROVIDE 5/8" CEMENT BACKER BOARD AT ALL TILE
WALL LOCATIONS W/ BLOCKING BEHIND ALL CEMENT
BACKER BOARD SEAMS.
11. PROVIDE 5/8" MOISTURE RESISTANT GWB AT ALL WET
WALL LOCATIONS.
12. COMPLY WITH MANUFACTURER INSTRUCTIONS FOR
INSTALLATION OF BUILDING MATERIALS AND FF&E.
13. LOCATION AND SIZE OF PENETRATIONS/MEMBRANE
PENETRATIONS OF FIRE-RATED ASSEMBLIES ARE
APPROXIMATE. GC TO FIELD VERIFY SIZE AND
LOCATION.
14. CONSULT OWNER TO VERIFY PROJECT SALVAGE
REQUIREMENTS OF ITEMS NOT IDENTIFIED FOR REUSE
HERE PRIOR TO REMOVAL START.
15. PROTECT EXISTING ORIGINAL ARCHITECTURE
THROUGHOUT INCLUDING WINDOWS, DOORS, MISC.
GLASS, CASEWORK, MILLWORK, STAIRS, RAILINGS,
HARDWARE AND (TO THE GREATEST EXTENT
POSSIBLE) PLASTER.
16. COMMERCIAL SPACE SCOPE:
A. GC TO PROVIDE "WARM GRAY BOX”
INCLUDING PLUMBING ROUGH-INS,
ELECTRICAL SERVICE, TEMPORARY HEAT,
LEVEL 4 FINISH ALL GWB SURFACES
PRELIMINARY
NOT FOR CONSTRUCTION
This document is partially complete. The information
contained is not necessarily coordinated or correct.
This drawing is for review purposes only.
© 2021 SJM studio LLC
T
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SHEET TITLE
PROJECT TITLE
PROJECT NO.
ISSUE DATE
SHEET NO.
REVISION# DATE
ISSUE
3
/
2
9
/
2
0
2
1
3
:
5
7
:
1
1
P
M
EXTG. LEVEL 1
PLAN
THE VENERY
A1.02
03.29.2021
SJM_2010
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
C
O
L
U
M
B
U
S
www.SJMstudiollc.com
1
2
5
4
E
a
s
t
w
o
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A
v
e
n
u
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,
C
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b
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,
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4
3
0
7
8
T
:
9
3
7
.
2
1
5
.
0
8
4
5
SJM
studio
1/4" = 1'-0"A1.02
1
01 EX. LEVEL 1
FLOOR PLAN NOTESNO. NOTE
1 INACCESSIBLE EXTG. CRAWL SPACE CONDITIONS TO BE
VERIFIED IN FIELD.
2 EXTG. VENTILATION OPENINGS IN CRAWL SPACE
FOUNDATION WALL, TYP. OF (3)
3 REMOVE EXTG. STONE MASONRY AS REQ'D TO PROVIDE
NEW SECURE, INSULATED CRAWL SPACE ACCESS PANEL.
4 EXTG. SPLIT SYSTEM AHU TO REMAIN. RECONFIGURE
EXTG. DUCTWORK AS REQ'D TO ACCOMODATE
OVERHEAD CLEARANCE IN BASEMENT ROOM 1 AND 2
5 PROVIDE NEW OPENING IN EXTG. LOAD BEARING
MASONRY WALL
6 PROVIDE NEW 4" CONC. SLAB THROUGHOUT BASEMENT
7 PROVIDE NEW 8" DOUBLE WYTHE BRICK MASONRY
WALL ON 16" WIDE X 8" DEEP REINFOCED CONC.
FOOTER AS INDICATED
8 MAINTAIN AS EMERGENCY EGRESS OPENING
9 NEW 90 MINUTE FIRE-RATED DOOR IN EXTG. OPENING
10 INFILL EXTG. WINDOW OPENING W/ MASONRY TO
MATCH EXTG.
11 INFILL EXTG. DOOR OPENING W/ MASONRY TO MATCH
EXTG.
12 GLASS GUARDRAIL, 42"
13 65 GALLON REFUSE / RECYCLING TOTES AND/OR
LAWNCARE AND MAINTENANCE STORAGE CONCEALED
IN REFUSE ENCLOSURE
16 MAINTAIN AS EMERGENCY EGRESS OPENING
DNDN
4
A3.00
2
A3.00
5
A3.00
7
A3.00
3
A3.00
489 SF
MEZZANINE
200
OPEN TO BAR
BELOW
37 SF
RR 4
201
DOWN TO LANDING
DOUBLE HEIGHT
BOURBON DISPLAY
SPACE
6
'
-
0
"
1
0
'
-
0
"
5
'
-
1
1
1
/
2
"
1
0
'
-
1
0
1
/
2
"
1
0
'
-
1
1
1
/
2
"
5
'
-
0
"
5
'
-
0
"
D
O
W
N
T
O
M
A
I
N
B
A
R
4 A4.10
5
A4.10
6
A4.10
7
A4.10
A4.04
3
425
201
5' - 0"
-
---
UNFINISHED
ATTIC
UNFINISHED ATTIC
UNFINISHED ATTIC
WATER HEATER
12
-
---
12
93 SF
MECH 2
119
28 SF
MECH 1
120
2
0
'
-
9
3
/
4
"
GENERAL NOTES
1. ALL DRAWINGS AND SPECIFICATIONS ARE THE
PROPERTY OF THE ARCHITECT, WHO RESERVES
COPYRIGHT WITH RESPECT TO THIS DOCUMENT. THIS
DOCUMENT SHALL NOT BE DUPLICATED, USED, OR
CIRCULATED FOR ANY OTHER PURPOSE THAN THAT
FOR WHICH IT IS ISSUED.
2. SEE G1.02 - G1.03 FOR EXTENTS AND TECHNICAL
DETAILS OF FIRE-RATED BARRIERS, FIRE-RATED
PARTITIONS AND SHAFT WALLS.
3. SEE G1.04 FOR UL ASSEMBLIES.
4. SEE G1.10 FOR TYPICAL ACCESSIBLE CLEARANCES AND
DETAILS.
5. EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION, FACE OF MASONRY OR FACE OF
SHEATHING UNO.
6. INTERIOR DIMENSIONS ARE TO FACE OF STUD UNO.
7. VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK
AND NOTIFY ARCHITECT FOR RESOLUTION OF ANY
DISCREPANCIES.
8. EXTEND FIRE BARRIERS TO UNDERSIDE OF DECK
ABOVE UNO.
9. PROVIDE SOUND BATT INSULATION AT ALL TOILET
ROOMS AND MECHANICAL ROOMS.
10. PROVIDE 5/8" CEMENT BACKER BOARD AT ALL TILE
WALL LOCATIONS W/ BLOCKING BEHIND ALL CEMENT
BACKER BOARD SEAMS.
11. PROVIDE 5/8" MOISTURE RESISTANT GWB AT ALL WET
WALL LOCATIONS.
12. COMPLY WITH MANUFACTURER INSTRUCTIONS FOR
INSTALLATION OF BUILDING MATERIALS AND FF&E.
13. LOCATION AND SIZE OF PENETRATIONS/MEMBRANE
PENETRATIONS OF FIRE-RATED ASSEMBLIES ARE
APPROXIMATE. GC TO FIELD VERIFY SIZE AND
LOCATION.
14. CONSULT OWNER TO VERIFY PROJECT SALVAGE
REQUIREMENTS OF ITEMS NOT IDENTIFIED FOR REUSE
HERE PRIOR TO REMOVAL START.
15. PROTECT EXISTING ORIGINAL ARCHITECTURE
THROUGHOUT INCLUDING WINDOWS, DOORS, MISC.
GLASS, CASEWORK, MILLWORK, STAIRS, RAILINGS,
HARDWARE AND (TO THE GREATEST EXTENT
POSSIBLE) PLASTER.
16. COMMERCIAL SPACE SCOPE:
A. GC TO PROVIDE "WARM GRAY BOX”
INCLUDING PLUMBING ROUGH-INS,
ELECTRICAL SERVICE, TEMPORARY HEAT,
LEVEL 4 FINISH ALL GWB SURFACES
PRELIMINARY
NOT FOR CONSTRUCTION
This document is partially complete. The information
contained is not necessarily coordinated or correct.
This drawing is for review purposes only.
© 2021 SJM studio LLC
T
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SHEET TITLE
PROJECT TITLE
PROJECT NO.
ISSUE DATE
SHEET NO.
REVISION# DATE
ISSUE
3
/
2
9
/
2
0
2
1
3
:
5
7
:
1
2
P
M
NEW
MEZZANINE
PLAN
THE VENERY
A1.03
03.29.2021
SJM_2010
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
C
O
L
U
M
B
U
S
www.SJMstudiollc.com
1
2
5
4
E
a
s
t
w
o
o
d
A
v
e
n
u
e
,
C
o
l
u
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b
u
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,
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4
3
0
7
8
T
:
9
3
7
.
2
1
5
.
0
8
4
5
SJM
studio
1/4" = 1'-0"A1.03
1
02 MEZZANINE
FLOOR PLAN NOTESNO. NOTE
1 INACCESSIBLE EXTG. CRAWL SPACE CONDITIONS TO BE
VERIFIED IN FIELD.
2 EXTG. VENTILATION OPENINGS IN CRAWL SPACE
FOUNDATION WALL, TYP. OF (3)
3 REMOVE EXTG. STONE MASONRY AS REQ'D TO PROVIDE
NEW SECURE, INSULATED CRAWL SPACE ACCESS PANEL.
4 EXTG. SPLIT SYSTEM AHU TO REMAIN. RECONFIGURE
EXTG. DUCTWORK AS REQ'D TO ACCOMODATE
OVERHEAD CLEARANCE IN BASEMENT ROOM 1 AND 2
5 PROVIDE NEW OPENING IN EXTG. LOAD BEARING
MASONRY WALL
6 PROVIDE NEW 4" CONC. SLAB THROUGHOUT BASEMENT
7 PROVIDE NEW 8" DOUBLE WYTHE BRICK MASONRY
WALL ON 16" WIDE X 8" DEEP REINFOCED CONC.
FOOTER AS INDICATED
8 MAINTAIN AS EMERGENCY EGRESS OPENING
9 NEW 90 MINUTE FIRE-RATED DOOR IN EXTG. OPENING
10 INFILL EXTG. WINDOW OPENING W/ MASONRY TO
MATCH EXTG.
11 INFILL EXTG. DOOR OPENING W/ MASONRY TO MATCH
EXTG.
12 GLASS GUARDRAIL, 42"
13 65 GALLON REFUSE / RECYCLING TOTES AND/OR
LAWNCARE AND MAINTENANCE STORAGE CONCEALED
IN REFUSE ENCLOSURE
16 MAINTAIN AS EMERGENCY EGRESS OPENING
DN
1
A3.00
216 SF
ATTIC
ROOM 1
202
78 SF
ATTIC
ROOM
2
203
29 SF
RR 5
204
39 SF
HALL
205
21 SF
STAIR
206
4
A3.00
2
A3.00
5
A3.00
7
A3.003
A3.00
-
---
-
---
EXISTING STAIR
DN
GENERAL NOTES
1. ALL DRAWINGS AND SPECIFICATIONS ARE THE
PROPERTY OF THE ARCHITECT, WHO RESERVES
COPYRIGHT WITH RESPECT TO THIS DOCUMENT. THIS
DOCUMENT SHALL NOT BE DUPLICATED, USED, OR
CIRCULATED FOR ANY OTHER PURPOSE THAN THAT
FOR WHICH IT IS ISSUED.
2. SEE G1.02 - G1.03 FOR EXTENTS AND TECHNICAL
DETAILS OF FIRE-RATED BARRIERS, FIRE-RATED
PARTITIONS AND SHAFT WALLS.
3. SEE G1.04 FOR UL ASSEMBLIES.
4. SEE G1.10 FOR TYPICAL ACCESSIBLE CLEARANCES AND
DETAILS.
5. EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION, FACE OF MASONRY OR FACE OF
SHEATHING UNO.
6. INTERIOR DIMENSIONS ARE TO FACE OF STUD UNO.
7. VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK
AND NOTIFY ARCHITECT FOR RESOLUTION OF ANY
DISCREPANCIES.
8. EXTEND FIRE BARRIERS TO UNDERSIDE OF DECK
ABOVE UNO.
9. PROVIDE SOUND BATT INSULATION AT ALL TOILET
ROOMS AND MECHANICAL ROOMS.
10. PROVIDE 5/8" CEMENT BACKER BOARD AT ALL TILE
WALL LOCATIONS W/ BLOCKING BEHIND ALL CEMENT
BACKER BOARD SEAMS.
11. PROVIDE 5/8" MOISTURE RESISTANT GWB AT ALL WET
WALL LOCATIONS.
12. COMPLY WITH MANUFACTURER INSTRUCTIONS FOR
INSTALLATION OF BUILDING MATERIALS AND FF&E.
13. LOCATION AND SIZE OF PENETRATIONS/MEMBRANE
PENETRATIONS OF FIRE-RATED ASSEMBLIES ARE
APPROXIMATE. GC TO FIELD VERIFY SIZE AND
LOCATION.
14. CONSULT OWNER TO VERIFY PROJECT SALVAGE
REQUIREMENTS OF ITEMS NOT IDENTIFIED FOR REUSE
HERE PRIOR TO REMOVAL START.
15. PROTECT EXISTING ORIGINAL ARCHITECTURE
THROUGHOUT INCLUDING WINDOWS, DOORS, MISC.
GLASS, CASEWORK, MILLWORK, STAIRS, RAILINGS,
HARDWARE AND (TO THE GREATEST EXTENT
POSSIBLE) PLASTER.
16. COMMERCIAL SPACE SCOPE:
A. GC TO PROVIDE "WARM GRAY BOX”
INCLUDING PLUMBING ROUGH-INS,
ELECTRICAL SERVICE, TEMPORARY HEAT,
LEVEL 4 FINISH ALL GWB SURFACES
PRELIMINARY
NOT FOR CONSTRUCTION
This document is partially complete. The information
contained is not necessarily coordinated or correct.
This drawing is for review purposes only.
© 2021 SJM studio LLC
T
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D
O
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U
M
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I
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THE VENERY
A1.04
03.29.2021
SJM_2010
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
C
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1/4" = 1'-0"A1.04
1
02 EX. LEVEL 2 (ATTIC)
FLOOR PLAN NOTESNO. NOTE
1 INACCESSIBLE EXTG. CRAWL SPACE CONDITIONS TO BE
VERIFIED IN FIELD.
2 EXTG. VENTILATION OPENINGS IN CRAWL SPACE
FOUNDATION WALL, TYP. OF (3)
3 REMOVE EXTG. STONE MASONRY AS REQ'D TO PROVIDE
NEW SECURE, INSULATED CRAWL SPACE ACCESS PANEL.
4 EXTG. SPLIT SYSTEM AHU TO REMAIN. RECONFIGURE
EXTG. DUCTWORK AS REQ'D TO ACCOMODATE
OVERHEAD CLEARANCE IN BASEMENT ROOM 1 AND 2
5 PROVIDE NEW OPENING IN EXTG. LOAD BEARING
MASONRY WALL
6 PROVIDE NEW 4" CONC. SLAB THROUGHOUT BASEMENT
7 PROVIDE NEW 8" DOUBLE WYTHE BRICK MASONRY
WALL ON 16" WIDE X 8" DEEP REINFOCED CONC.
FOOTER AS INDICATED
8 MAINTAIN AS EMERGENCY EGRESS OPENING
9 NEW 90 MINUTE FIRE-RATED DOOR IN EXTG. OPENING
10 INFILL EXTG. WINDOW OPENING W/ MASONRY TO
MATCH EXTG.
11 INFILL EXTG. DOOR OPENING W/ MASONRY TO MATCH
EXTG.
12 GLASS GUARDRAIL, 42"
13 65 GALLON REFUSE / RECYCLING TOTES AND/OR
LAWNCARE AND MAINTENANCE STORAGE CONCEALED
IN REFUSE ENCLOSURE
16 MAINTAIN AS EMERGENCY EGRESS OPENING
GENERAL NOTES
1. ALL DRAWINGS AND SPECIFICATIONS ARE THE
PROPERTY OF THE ARCHITECT, WHO RESERVES
COPYRIGHT WITH RESPECT TO THIS DOCUMENT. THIS
DOCUMENT SHALL NOT BE DUPLICATED, USED, OR
CIRCULATED FOR ANY OTHER PURPOSE THAN THAT
FOR WHICH IT IS ISSUED.
2. SEE G1.02 - G1.03 FOR EXTENTS AND TECHNICAL
DETAILS OF FIRE-RATED BARRIERS, FIRE-RATED
PARTITIONS AND SHAFT WALLS.
3. SEE G1.04 FOR UL ASSEMBLIES.
4. SEE G1.10 FOR TYPICAL ACCESSIBLE CLEARANCES AND
DETAILS.
5. EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION, FACE OF MASONRY OR FACE OF
SHEATHING UNO.
6. INTERIOR DIMENSIONS ARE TO FACE OF STUD UNO.
7. VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK
AND NOTIFY ARCHITECT FOR RESOLUTION OF ANY
DISCREPANCIES.
8. EXTEND FIRE BARRIERS TO UNDERSIDE OF DECK
ABOVE UNO.
9. PROVIDE SOUND BATT INSULATION AT ALL TOILET
ROOMS AND MECHANICAL ROOMS.
10. PROVIDE 5/8" CEMENT BACKER BOARD AT ALL TILE
WALL LOCATIONS W/ BLOCKING BEHIND ALL CEMENT
BACKER BOARD SEAMS.
11. PROVIDE 5/8" MOISTURE RESISTANT GWB AT ALL WET
WALL LOCATIONS.
12. COMPLY WITH MANUFACTURER INSTRUCTIONS FOR
INSTALLATION OF BUILDING MATERIALS AND FF&E.
13. LOCATION AND SIZE OF PENETRATIONS/MEMBRANE
PENETRATIONS OF FIRE-RATED ASSEMBLIES ARE
APPROXIMATE. GC TO FIELD VERIFY SIZE AND
LOCATION.
14. CONSULT OWNER TO VERIFY PROJECT SALVAGE
REQUIREMENTS OF ITEMS NOT IDENTIFIED FOR REUSE
HERE PRIOR TO REMOVAL START.
15. PROTECT EXISTING ORIGINAL ARCHITECTURE
THROUGHOUT INCLUDING WINDOWS, DOORS, MISC.
GLASS, CASEWORK, MILLWORK, STAIRS, RAILINGS,
HARDWARE AND (TO THE GREATEST EXTENT
POSSIBLE) PLASTER.
16. COMMERCIAL SPACE SCOPE:
A. GC TO PROVIDE "WARM GRAY BOX”
INCLUDING PLUMBING ROUGH-INS,
ELECTRICAL SERVICE, TEMPORARY HEAT,
LEVEL 4 FINISH ALL GWB SURFACES
A2.00 2
A2.01
A2.001
3
1
A3.00
4
A3.00
2
A3.00
5
A3.00
7
A3.00
3
A3.00
9"
/ 1
'-0
"9
" / 1
'-0
"
9" / 1'-0"
9" / 1'-0"
8"
/ 1
'-0
"8
" / 1
'-0
"
9" / 1'-0"
9" / 1'-0"
4"
/ 1
'-0
"
215 SF / 300 = 0.7 SF NET FREE
VENTILATION REQ'D
RIDGE VENTILATION AREA = 50% OF
LOWER VENTILATION AREA
-
---
RIDGE VENT
1/2" / 1'-0"
1/2
" / 1
'-0
"
8"
/ 1
'-0
"8
" / 1
'-0
"
1 1
/2
" / 1
'-0
"
2
'
-
2
2
1
/
6
4
"
1' - 6 25/64" 11' - 6 9/32"
CRICKET
CRICKET
1 1
/2
" / 1
'-0
"
1/2
" / 1
'-0
"
PRELIMINARY
NOT FOR CONSTRUCTION
This document is partially complete. The information
contained is not necessarily coordinated or correct.
This drawing is for review purposes only.
© 2021 SJM studio LLC
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SJM_2010
80 E OLENTANGY STREET
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1/4" = 1'-0"A1.05
1
RIDGE(1)
FLOOR PLAN NOTESNO. NOTE
1 INACCESSIBLE EXTG. CRAWL SPACE CONDITIONS TO BE
VERIFIED IN FIELD.
2 EXTG. VENTILATION OPENINGS IN CRAWL SPACE
FOUNDATION WALL, TYP. OF (3)
3 REMOVE EXTG. STONE MASONRY AS REQ'D TO PROVIDE
NEW SECURE, INSULATED CRAWL SPACE ACCESS PANEL.
4 EXTG. SPLIT SYSTEM AHU TO REMAIN. RECONFIGURE
EXTG. DUCTWORK AS REQ'D TO ACCOMODATE
OVERHEAD CLEARANCE IN BASEMENT ROOM 1 AND 2
5 PROVIDE NEW OPENING IN EXTG. LOAD BEARING
MASONRY WALL
6 PROVIDE NEW 4" CONC. SLAB THROUGHOUT BASEMENT
7 PROVIDE NEW 8" DOUBLE WYTHE BRICK MASONRY
WALL ON 16" WIDE X 8" DEEP REINFOCED CONC.
FOOTER AS INDICATED
8 MAINTAIN AS EMERGENCY EGRESS OPENING
9 NEW 90 MINUTE FIRE-RATED DOOR IN EXTG. OPENING
10 INFILL EXTG. WINDOW OPENING W/ MASONRY TO
MATCH EXTG.
11 INFILL EXTG. DOOR OPENING W/ MASONRY TO MATCH
EXTG.
12 GLASS GUARDRAIL, 42"
13 65 GALLON REFUSE / RECYCLING TOTES AND/OR
LAWNCARE AND MAINTENANCE STORAGE CONCEALED
IN REFUSE ENCLOSURE
16 MAINTAIN AS EMERGENCY EGRESS OPENING
EXTG. LEVEL 1
0"
EXTG. LEVEL 2
10' - 7 1/2"
EXTG. BASEMENT
-7' - 9 1/2"
ENTRY LEVEL
-7' - 9 1/2"
NEW FOOTER
-11' - 0"
RIDGE
20' - 3"
4
A3.00
5
A3.00
MEZZANINE
5' - 0"
TRUSS BEARING
7' - 0"
7
A4.10
1
9
13
9" / 1
'-0"
9" / 1'-0"
8" / 1'-0"8" /
1'-0
"
4" / 1'-0"
6
'
-
6
"
5
"
8
'
-
0
"
14
14
12
12
-
---
15
3636 3636 3636
6030
3052
3462
100
EXTG. LEVEL 1
0"
EXTG. LEVEL 2
10' - 7 1/2"
T.O. EXTG,
FOUNDATION
-9 1/2"
ENTRY LEVEL
-7' - 9 1/2"
RIDGE
20' - 3"
4
A3.00
5
A3.00
MEZZANINE
5' - 0"
TRUSS BEARING
7' - 0"
T.O. FOUNDATION
-6' - 10"
EXTG. FRONT
PORCH LANDING
-1' - 7 13/64"
EXTG. STOOP
-2' - 5 61/64"
3030
9
2
3/8" / 1'-0"3/8" / 1'-0"
4" / 1'-0"
8" / 1'-0"
8" / 1
'-0"
3
4
5
6
7
8
7
'
-
8
"
1
10
11
7
12
-
---
6
'
-
8
"
3' - 4" 3' - 4"
111
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NOT FOR CONSTRUCTION
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contained is not necessarily coordinated or correct.
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© 2021 SJM studio LLC
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ELEVATIONS
THE VENERY
A2.00
03.29.2021
SJM_2010
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
1/4" = 1'-0"A2.00
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ELEVATION NOTESNO. NOTE
1 CONTINUOUS RIDGE VENT
2 DIMENSIONAL ASPHALT SHINGLE ROOF
3 FIBER CEMENT FASCIA
4 5" GUTTER
5 FIBER CEMENT TRIM
6 FIBER CEMENT CLAPBOARD SIDING 8"
7 CABLE RAIL
8 COMPOSITE DECKING AND SKIRT BOARD AT DECK PERIMETER
9 FIBER CEMENT CLAPBOARD SIDING 8"
10 DARK BRONZE ANODIZED PARAPET CAP
11 GARDEN ACCESS STAIR
12 NEW WINDOW IN EXTG. OPENING
13 FIBER CEMEN REFUSE ENCLOSURE W/ GREEN ROOF AND BYPASS
SLIDING GATE OPENINGS
14 DARK BRONZE ANODIZED STOREFRONT
15 8" DEEP EXTRUDED SOLID METAL AWNING (ARCHITECTURAL
LOUVERS H8CV OR SIM)
16 FEATURE WALL SCONCE
1
A3.00
ENTRY LEVEL
-7' - 9 1/2"
NEW FOOTER
-11' - 0"
RIDGE
20' - 3"
2
A3.00
7
A3.00
3
A3.00
T.O. KNEEWALL
10' - 10"
MEZZANINE
5' - 0"
TRUSS BEARING
7' - 0"
T.O. FOUNDATION
-6' - 10"
1
0
'
-
0
"
4
'
-
6
"
2
'
-
0
"
7
'
-
8
"
E101
E100
-
---
EQ EQ EQ EQ
EXTG. LEVEL 1
0"
EXTG. LEVEL 2
10' - 7 1/2"
LEVEL 2 CEILING
17' - 1 1/8"
1
A3.00
RIDGE
20' - 3"
2
A3.00
7
A3.00
3
A3.00
EXTG. FRONT
PORCH LANDING
-1' - 7 13/64"
EXTG. STOOP
-2' - 5 61/64"
118
-
---
16
PRELIMINARY
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contained is not necessarily coordinated or correct.
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THE VENERY
A2.01
03.29.2021
SJM_2010
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
1/4" = 1'-0"A2.01
3
NORTH ELEVATION
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ELEVATION NOTESNO. NOTE
1 CONTINUOUS RIDGE VENT
2 DIMENSIONAL ASPHALT SHINGLE ROOF
3 FIBER CEMENT FASCIA
4 5" GUTTER
5 FIBER CEMENT TRIM
6 FIBER CEMENT CLAPBOARD SIDING 8"
7 CABLE RAIL
8 COMPOSITE DECKING AND SKIRT BOARD AT DECK PERIMETER
9 FIBER CEMENT CLAPBOARD SIDING 8"
10 DARK BRONZE ANODIZED PARAPET CAP
11 GARDEN ACCESS STAIR
12 NEW WINDOW IN EXTG. OPENING
13 FIBER CEMEN REFUSE ENCLOSURE W/ GREEN ROOF AND BYPASS
SLIDING GATE OPENINGS
14 DARK BRONZE ANODIZED STOREFRONT
15 8" DEEP EXTRUDED SOLID METAL AWNING (ARCHITECTURAL
LOUVERS H8CV OR SIM)
16 FEATURE WALL SCONCE
PRELIMINARY
NOT FOR CONSTRUCTION
This document is partially complete. The information
contained is not necessarily coordinated or correct.
This drawing is for review purposes only.
© 2021 SJM studio LLC
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RENDERINGS
THE VENERY
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03.29.2021
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80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
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PRELIMINARY
NOT FOR CONSTRUCTION
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© 2021 SJM studio LLC
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RENDERINGS
THE VENERY
A8.01
03.29.2021
SJM_2010
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
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SJM
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PRELIMINARY
NOT FOR CONSTRUCTION
This document is partially complete. The information
contained is not necessarily coordinated or correct.
This drawing is for review purposes only.
© 2018 SJM studio LLC
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MATERIAL
PALETTE
THE VENERY
A8.02
03/29/21
SJM_2010
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
C
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MATERIAL PALETTEEXTERIOR LIGHTING
8" FIBER CEMENT CLAPBOARD SIDING SHERWIN WILLIAMS
MOUNT ETNA
SHERWIN WILLIAMS
DARK NIGHT
DIMENSIONAL ROOF SHINGLE
DARK BRONZE
STOREFRONT ALUMINUM
CABLE RAILING
SHERWIN WILLIAMS
INKWELL
EXISTING HOUSE
GLAZED BLOCK WALL
TIMBERTECH DECKING
ENGLISH WALNUT
FEATURE WALL
SCONCE
MAIN ENTRANCE
CHANDELIER
PATH LIGHTING
SEE CIVIL SITE PLAN
A
B
C
E
E
D
F
EXISTING LIGHT POST
PRELIMINARY
NOT FOR CONSTRUCTION
This document is partially complete. The information
contained is not necessarily coordinated or correct.
This drawing is for review purposes only.
© 2021 SJM studio LLC
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SITE LIGHTING
THE VENERY
A8.03
03.29.2021
SJM_2010
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
C
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1" = 10'-0"A8.03
1
SITE LIGHTING
POWELL ARCHITECTURAL GUIDELINES
LIGHTING
A FEATURE WALL SCONCE
B PATH LIGHTING
C RECESSED EXTERIOR CAN LIGHT IN AWNING
D FEATURE HANGING CHANDELIER
E RECESS EXTERIOR CAN LIGHTS IN DECK OVERHANGS
F FEATURE WALL SCONCE
SITE LIGHTING
FEATURE WALL SCONE
A, F
PATH LIGHTING
B
FEATURE CHANDELIER IN
VESTIBULE, D
PRELIMINARY
NOT FOR CONSTRUCTION
This document is partially complete. The information
contained is not necessarily coordinated or correct.
This drawing is for review purposes only.
© 2018 SJM studio LLC
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EXISTING
IMAGES
THE VENERY
A8.04
03/29/21
SJM_2010
80 E OLENTANGY STREET
POWELL, OHIO 43065
HDAC
C
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L
U
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B
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www.SJMstudiollc.com
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DRAFT
SHEET NO.:
DESIGN CHECK
1 inch = ft.( IN FEET )
GRAPHIC SCALE0
SHEET TITLE:
NOT FOR C
ONSTRUCTION
DATE:
REVISION:
SUBMISSION:
IBI NO.:
STAMP:
AGENCY REVIEW SETCONSTRUCTION DOCUMENT SETAS-BUILT DOCUMENT SET
PRELIMINARY ENGINEERING SET
IBI GROUP8101 North High Street
Columbus OH 43235
fax 614 818 4902
ibigroup.com
IBI GROUPIBI GROUPIBI GROUP
Contact: Eric Chenevey Ext: 2041
Suite 100
tel 614 818 4900
LS LS EPC
133470
MARCH 5, 2021
PRELIMINARYUTILITY PLAN
1/3
10 5 10
10
SCALE:
THE VENERY
DELAWARE COUNTY
80 E. OLENTANGY ST.POWELL, OH 43065
DRAFT
SHEET NO.:
DESIGN CHECK
1 inch = ft.( IN FEET )
GRAPHIC SCALE0
SHEET TITLE:
NOT FOR C
ONSTRUCTION
DATE:
REVISION:
SUBMISSION:
IBI NO.:
STAMP:
AGENCY REVIEW SETCONSTRUCTION DOCUMENT SETAS-BUILT DOCUMENT SET
PRELIMINARY ENGINEERING SET
IBI GROUP8101 North High Street
Columbus OH 43235
fax 614 818 4902
ibigroup.com
IBI GROUPIBI GROUPIBI GROUP
Contact: Eric Chenevey Ext: 2041
Suite 100
tel 614 818 4900
LS LS EPC
133470
MARCH 5, 2021
PRELIMINARY SITEPLAN
2
SCALE:
/3
THE VENERY
DELAWARE COUNTY
80 E. OLENTANGY ST.POWELL, OH 43065
10 5 10
10
DRAFT
SHEET NO.:
DESIGN CHECK
1 inch = ft.( IN FEET )
GRAPHIC SCALE0
SHEET TITLE:
NOT FOR C
ONSTRUCTION
DATE:
REVISION:
SUBMISSION:
IBI NO.:
STAMP:
AGENCY REVIEW SETCONSTRUCTION DOCUMENT SETAS-BUILT DOCUMENT SET
PRELIMINARY ENGINEERING SET
IBI GROUP8101 North High Street
Columbus OH 43235
fax 614 818 4902
ibigroup.com
IBI GROUPIBI GROUPIBI GROUP
Contact: Eric Chenevey Ext: 2041
Suite 100
tel 614 818 4900
LS LS EPC
133470
MARCH 5, 2021
VICINITY MAP &LEGAL DESCRIPTION
3
80 40 80
40
SCALE:
/3
THE VENERY
DELAWARE COUNTY
80 E. OLENTANGY ST.POWELL, OH 43065