HISTORIC DOWNTOWN ADVISORY COMMISSION (HDAC) …

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: __________________________________________________________________________________________________________


Email Address: ____________________________________________________________________________________________________________


Architect/Designer for Applicant: ____________________________________________________________________________________________


Email Address: ____________________________________________________________________________________________________________


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

ftp://powellftp.us/Development Department/website docs/Public Hearing Notice.pdf

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

9

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2

0

2

1

3

:

5

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P

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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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www.SJMstudiollc.com

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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






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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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ARCHITECTURAL

SITE PLAN

THE VENERY

G0.01

03.29.2021

SJM_2010


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


MAINTAIN EXISTING CONTRIBUTING TREES. NEW

LANDSCAPING REQUIRED







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


(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


EW2

*PER OBC 1405.3.3

EXTERIOR PARTITION

(LOAD BEARING AND NON-LOADBEARING)

NOT RATED


(1) LAYER 5/8" GWB

2x6 WD STUD @

16" O.C. UNO

W4


(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


(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


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


FOUNDATION TYPE LEGEND

COMMENTS

8" CMU, SOLID GROUTED PER

STRUCTURAL REQUIREMENTS

F1

TYPICAL FOUNDATION WALL

NOT RATED

WATERPROOF MEMBRANE

DRAINAGE MAT

PRELIMINARY






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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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5

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P

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FLOOR, CEILING,

& WALL

ASSEMBLIES

THE VENERY

G1.03

03.29.2021

SJM_2010


POWELL, OHIO 43065

HDAC

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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






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SHEET TITLE

PROJECT TITLE

PROJECT NO.

ISSUE DATE

SHEET NO.

REVISION# DATE

ISSUE

3

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FOUNDATION

PLAN

THE VENERY

A1.00

03.29.2021

SJM_2010


POWELL, OHIO 43065

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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


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

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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












DETAILS.



SHEATHING UNO.




DISCREPANCIES.


ABOVE UNO.





BACKER BOARD SEAMS.


WALL LOCATIONS.






LOCATION.








POSSIBLE) PLASTER.






PRELIMINARY






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EXTG. BASEMENT

+ NEW LEVEL 1

PLAN

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A1.01

03.29.2021

SJM_2010


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1/4" = 1'-0"A1.01

1

01 ENTRY LEVEL



VERIFIED IN FIELD.









MASONRY WALL




FOOTER AS INDICATED




MATCH EXTG.


EXTG.




IN REFUSE ENCLOSURE


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












DETAILS.



SHEATHING UNO.




DISCREPANCIES.


ABOVE UNO.





BACKER BOARD SEAMS.


WALL LOCATIONS.






LOCATION.








POSSIBLE) PLASTER.






PRELIMINARY






T

H

I

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U

M

E

N

T

I

S

T

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P

R

O

D

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A

N

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P

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Y

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U

D

I

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L

C

.

N

E

I

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E

R

T

H

E

D

O

C

U

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E

N

T

N

O

R

T

H

E

I

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F

O

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A

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I

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N

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O

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A

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A

Y

B

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D

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O

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A

N

T

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E

S

P

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C

I

F

I

C

P

R

O

J

E

C

T

F

O

R

W

H

I

C

H

I

T

W

A

S

P

R

E

P

A

R

E

D

W

I

T

H

O

U

T

T

H

E

E

X

P

L

I

C

I

T

C

O

N

S

E

N

T

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F

S

J

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S

T

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I

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L

L

C

.

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


POWELL, OHIO 43065

HDAC

C

O

L

U

M

B

U

S


1

2

5

4

E

a

s

t

w

o

o

d

A

v

e

n

u

e

,

C

o

l

u

m

b

u

s

,

O

H

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



VERIFIED IN FIELD.









MASONRY WALL




FOOTER AS INDICATED




MATCH EXTG.


EXTG.




IN REFUSE ENCLOSURE


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












DETAILS.



SHEATHING UNO.




DISCREPANCIES.


ABOVE UNO.





BACKER BOARD SEAMS.


WALL LOCATIONS.






LOCATION.








POSSIBLE) PLASTER.






PRELIMINARY






T

H

I

S

D

O

C

U

M

E

N

T

I

S

T

H

E

P

R

O

D

U

C

T

A

N

D

E

X

C

L

U

S

I

V

E

P

R

O

P

E

R

T

Y

O

F

S

J

M

S

T

U

D

I

O

L

L

C

.

N

E

I

T

H

E

R

T

H

E

D

O

C

U

M

E

N

T

N

O

R

T

H

E

I

N

F

O

R

M

A

T

I

O

N

I

T

C

O

N

T

A

I

N

S

M

A

Y

B

E

C

O

P

I

E

D

O

R

U

S

E

D

F

O

R

O

T

H

E

R

T

H

A

N

T

H

E

S

P

E

C

I

F

I

C

P

R

O

J

E

C

T

F

O

R

W

H

I

C

H

I

T

W

A

S

P

R

E

P

A

R

E

D

W

I

T

H

O

U

T

T

H

E

E

X

P

L

I

C

I

T

C

O

N

S

E

N

T

O

F

S

J

M

S

T

U

D

I

O

L

L

C

.

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


POWELL, OHIO 43065

HDAC

C

O

L

U

M

B

U

S


1

2

5

4

E

a

s

t

w

o

o

d

A

v

e

n

u

e

,

C

o

l

u

m

b

u

s

,

O

H

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



VERIFIED IN FIELD.









MASONRY WALL




FOOTER AS INDICATED




MATCH EXTG.


EXTG.




IN REFUSE ENCLOSURE


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












DETAILS.



SHEATHING UNO.




DISCREPANCIES.


ABOVE UNO.





BACKER BOARD SEAMS.


WALL LOCATIONS.






LOCATION.








POSSIBLE) PLASTER.






PRELIMINARY






T

H

I

S

D

O

C

U

M

E

N

T

I

S

T

H

E

P

R

O

D

U

C

T

A

N

D

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X

C

L

U

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V

E

P

R

O

P

E

R

T

Y

O

F

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T

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L

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.

N

E

I

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H

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T

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E

D

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U

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E

N

T

N

O

R

T

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I

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F

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R

M

A

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I

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N

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C

O

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A

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N

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M

A

Y

B

E

C

O

P

I

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D

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U

S

E

D

F

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R

O

T

H

E

R

T

H

A

N

T

H

E

S

P

E

C

I

F

I

C

P

R

O

J

E

C

T

F

O

R

W

H

I

C

H

I

T

W

A

S

P

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E

P

A

R

E

D

W

I

T

H

O

U

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H

E

E

X

P

L

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I

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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

3

P

M

EXTG. ATTIC

THE VENERY

A1.04

03.29.2021

SJM_2010


POWELL, OHIO 43065

HDAC

C

O

L

U

M

B

U

S


1

2

5

4

E

a

s

t

w

o

o

d

A

v

e

n

u

e

,

C

o

l

u

m

b

u

s

,

O

H

4

3

0

7

8

T

:

9

3

7

.

2

1

5

.

0

8

4

5

SJM

studio

1/4" = 1'-0"A1.04

1

02 EX. LEVEL 2 (ATTIC)



VERIFIED IN FIELD.









MASONRY WALL




FOOTER AS INDICATED




MATCH EXTG.


EXTG.




IN REFUSE ENCLOSURE


GENERAL NOTES












DETAILS.



SHEATHING UNO.




DISCREPANCIES.


ABOVE UNO.





BACKER BOARD SEAMS.


WALL LOCATIONS.






LOCATION.








POSSIBLE) PLASTER.






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






T

H

I

S

D

O

C

U

M

E

N

T

I

S

T

H

E

P

R

O

D

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A

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D

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X

C

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R

O

P

E

R

T

Y

O

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S

T

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D

I

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L

L

C

.

N

E

I

T

H

E

R

T

H

E

D

O

C

U

M

E

N

T

N

O

R

T

H

E

I

N

F

O

R

M

A

T

I

O

N

I

T

C

O

N

T

A

I

N

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A

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B

E

C

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P

I

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D

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U

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E

D

F

O

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O

T

H

E

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T

H

A

N

T

H

E

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P

E

C

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F

I

C

P

R

O

J

E

C

T

F

O

R

W

H

I

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H

I

T

W

A

S

P

R

E

P

A

R

E

D

W

I

T

H

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U

T

T

H

E

E

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P

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C

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C

O

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E

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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

4

P

M

ROOF PLAN

THE VENERY

A1.05

03.29.2021

SJM_2010


POWELL, OHIO 43065

HDAC

C

O

L

U

M

B

U

S


1

2

5

4

E

a

s

t

w

o

o

d

A

v

e

n

u

e

,

C

o

l

u

m

b

u

s

,

O

H

4

3

0

7

8

T

:

9

3

7

.

2

1

5

.

0

8

4

5

SJM

studio

1/4" = 1'-0"A1.05

1

RIDGE(1)



VERIFIED IN FIELD.









MASONRY WALL




FOOTER AS INDICATED




MATCH EXTG.


EXTG.




IN REFUSE ENCLOSURE


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

16

PRELIMINARY






T

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I

S

D

O

C

U

M

E

N

T

I

S

T

H

E

P

R

O

D

U

C

T

A

N

D

E

X

C

L

U

S

I

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P

R

O

P

E

R

T

Y

O

F

S

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T

U

D

I

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L

L

C

.

N

E

I

T

H

E

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T

H

E

D

O

C

U

M

E

N

T

N

O

R

T

H

E

I

N

F

O

R

M

A

T

I

O

N

I

T

C

O

N

T

A

I

N

S

M

A

Y

B

E

C

O

P

I

E

D

O

R

U

S

E

D

F

O

R

O

T

H

E

R

T

H

A

N

T

H

E

S

P

E

C

I

F

I

C

P

R

O

J

E

C

T

F

O

R

W

H

I

C

H

I

T

W

A

S

P

R

E

P

A

R

E

D

W

I

T

H

O

U

T

T

H

E

E

X

P

L

I

C

I

T

C

O

N

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E

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T

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F

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M

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T

U

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L

C

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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

7

P

M

BUILDING

ELEVATIONS

THE VENERY

A2.00

03.29.2021

SJM_2010


POWELL, OHIO 43065

HDAC

1/4" = 1'-0"A2.00

1

EAST ELEVATION

1/4" = 1'-0"A2.00

2

WEST ELEVATION

C

O

L

U

M

B

U

S


1

2

5

4

E

a

s

t

w

o

o

d

A

v

e

n

u

e

,

C

o

l

u

m

b

u

s

,

O

H

4

3

0

7

8

T

:

9

3

7

.

2

1

5

.

0

8

4

5

SJM

studio

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


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

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16

PRELIMINARY






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BUILDING

ELEVATIONS

THE VENERY

A2.01

03.29.2021

SJM_2010


POWELL, OHIO 43065

HDAC

1/4" = 1'-0"A2.01

3

NORTH ELEVATION

1/4" = 1'-0"A2.01

4

SOUTH 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


7 CABLE RAIL

8 COMPOSITE DECKING AND SKIRT BOARD AT DECK PERIMETER


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






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RENDERINGS

THE VENERY

A8.00

03.29.2021

SJM_2010


POWELL, OHIO 43065

HDAC

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PRELIMINARY






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RENDERINGS

THE VENERY

A8.01

03.29.2021

SJM_2010


POWELL, OHIO 43065

HDAC

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PRELIMINARY






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MATERIAL

PALETTE

THE VENERY

A8.02

03/29/21

SJM_2010


POWELL, OHIO 43065

HDAC

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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

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E

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EXISTING LIGHT POST

PRELIMINARY






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SITE LIGHTING

THE VENERY

A8.03

03.29.2021

SJM_2010


POWELL, OHIO 43065

HDAC

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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






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EXISTING

IMAGES

THE VENERY

A8.04

03/29/21

SJM_2010


POWELL, OHIO 43065

HDAC

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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

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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


GRAPHIC SCALE0

SHEET TITLE:

NOT FOR C

ONSTRUCTION

DATE:

REVISION:

SUBMISSION:

IBI NO.:

STAMP:




Columbus OH 43235

fax 614 818 4902

ibigroup.com



Suite 100

tel 614 818 4900

LS LS EPC

133470

MARCH 5, 2021

PRELIMINARY SITEPLAN

2

SCALE:

/3

THE VENERY

DELAWARE COUNTY


10 5 10

10

DRAFT

SHEET NO.:

DESIGN CHECK


GRAPHIC SCALE0

SHEET TITLE:

NOT FOR C

ONSTRUCTION

DATE:

REVISION:

SUBMISSION:

IBI NO.:

STAMP:




Columbus OH 43235

fax 614 818 4902

ibigroup.com



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


Documents

HISTORIC DOWNTOWN ADVISORY COMMISSION (HDAC) …