germain collision center

Delaw are County Audi torGeorge Kai tsa

Information contained within this map may be used to generally locate, identify and inventory land parcels within Delaware County. Delaware County cannot warrant or guarantee the information contained herein, including, but not limited to its accuracy

or completeness. The map parcel lines shown are approximate and this information cannot be constructed or used as a "legal description" of a parcel.Flood Plain information is obtained from FEMA and is administered by the Delaware County Building Department (740-833-2201).

Please report any errors or omissions to the Delaware County Auditor's office at [email protected] by: Delaware County Auditor's GIS Office

/GERMAIN COLLISION CENTER

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Project Description: Germain Collision Center Powell, OH Certificate of Appropriateness Submittal (4/27/2016) Germain Real Estate is seeking approval to improve the existing Collision Center building. Two small additions will be added to the building, both matching the existing construction type and materials. This includes splitface and scored face masonry base with metal siding above. The new additions and existing building will be painted on the exterior to coordinate with the soon to be completed adjacent Detail Center building. The splitface masonry will be painted a light gray color while the scored face and metal siding will be painted white to match the Detail Center siding.

GERMAIN COLLISION CENTER - POWELLAPRIL 26, 2016

AERIAL VIEW 01


AERIAL VIEW 02


BODYSHOP ADDITION VIEW 01


BODYSHOP ADDITION VIEW 02

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41 SPACES(1.90 ACRES)

356

W. OLENTANGY ST.

352

W. OLENTANGY ST.

C/L WEST OLENTANGY STREET (S.R. 750) 80' R/W

R/W

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WEST CASE STREET 40' R/W

810

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NEWADDITION

NEWADDITION

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EXISTINGBODYSHOP

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W. OLENTANGY ST.

378

W. OLENTANGY ST.

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SCALE 1/2" = 1'-0"2 TYPICAL BOLLARD5 2 1

18" DIA. CONC.CAISSON

DOME CAP

6" DIA. CONC.FILLED STL.PIPE BOLLARD,PAINT.

WRAP WITH 15#FELT (TYP)

12" EXPANSION JOINT

SCALE 1" = 40'-0"SITE PLAN1 12040 10

SITE PLAN AND DETAILS

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1 6 5 N O R T H F I F T H S T R E E T | C O L U M B U S O H I O 4 3 2 1 5P6 1 4 . 46 9 .75 0 0 | F 6 14 .4 6 9 .0 5 00 | www. a r ch a l l . co m

PROJECT NUMBER

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© COPYRIGHT 2016 ARCHITECTURAL ALLIANCE.

A16-017

© COPYRIGHT 2016 RENIER CONSTRUCTION.

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SITE PLAN CODED NOTESNEW 6" HIGH CONCRETE CURB.

EXISTING TREE TO BE COMPLETELY REMOVED.

EXISTING PYLON SIGN TO REMAIN.

EXISTING SITE LIGHTING POLE TO REMAIN.

PROPERTY LINE.

EXISTING DUMPSTER ENCLOSURE.

DEMO AND REMOVE EXISTING SIDEWALK.

DEMO AND REMOVE EXISTING CONCRETE CURB.

TEMPORARY RESTROOMS AND PAINT BOOTH DURINGCONSTRUCTION. REFER TO PHASING PLAN A3.00

STORMWATER DETENTION AREAS. REFER TO CIVILDRAWINGS

CHAIN LINK FENCE

PLAN LEGEND

PROPOSED ADDITION

SITE LIGHTING (EXISTING FROM PREVIOUSCONSTRUCTION PHASE)

GENERAL NOTES1. REFER TO SHEET A3.00 FOR ADDITIONAL INFORMATION ON

CONSTRUCTION SEQUENCING.

2. LANDSCAPE ILLUSTRATED ON ARCHITECTURAL SITE PLAN ISGRAPHICAL IN NATURE.

3. REMOVE EXISTING SURFACES AFFECTED BY LIMITS OF NEWCONSTRUCTION AND PROVIDE ADDITIONAL EXCAVATIONWHERE REQUIRED FOR NEW FOUNDATIONS AND FLOOR SLAB.REFER TO CIVIL/SITE DRAWINGS FOR ADDITIONAL SITE WORK.

1

DETENTION AREAS

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SITE LOCATION MAP

A1.01

CONSTRUCTION SEQUENCINGPLANS

PHASE 2 FLOOR PLAN2

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SCALE 1/16" = 1'-0"PHASE 1 FLOOR PLAN1 1

PHASE 1 NOTES

A TEMPORARY WALL

B INSTALL NEW COLUMNS AND FOUNDATIONS AND REMOVE EXISTING COLUMNS

C INSTALL NEW PAINT BOOTH PITS AND BOOTHS

D DEMOLITION AND BUILD OUT OF ADDITION

E TEMPORARY RESTROOMS FOR OCCUPANTS

F TEMPORARY PAINT MIX ROOM

816

SCALE 1/16" = 1'-0" 1816

A

B

C

D

F

SHADED AREA TO REMAIN OPERATIONALDURING CONSTRUCTION.

SHADED AREA TO REMAIN OPERATIONAL

DURING CONSTRUCTION.

PHASE 2 NOTES

1 REMOVE EXISTING PAINT BOOTHS AND INFILL SLAB/PITS

2 DEMOLITION AND BUILD OUT OF ADDITION

3 INSTALL NEW PAINT BOOTH PITS AND BOOTHS

4 BACKFEED COMPRESSED AIR LINES FROM NEW AIR COMPRESSOR LOCATION

5 NEW EXTERIOR DOOR IN EXISTING WALL

6 TEMPORARY PAINT BOOTH UNTIL NEW PERMANENT BOOTH IS INSTALLED.

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2 3

4

E

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A3.00

± 207'-0" EXISTING BUILDING

± 64'-0" EXISTING BUILDING

45'-4

" AD

DITI

ON

60'-0" ADDITION ± 147'-0" EXISTING BUILDING 30'-0" ADDITION

64'-0

" ADD

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BREAK ROOM103

100B

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100A

101103

106A

WOMENSLOCKER

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MENSLOCKER

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PARTS100

JANITOR105

ELECTRIC104

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2EX EX EX EX EX EX EX EX EX EX EX 1

EX EX EX EX EX EX EXEX

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PAINTING109

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UP

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30'-0" ADDITION

45'-4

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"22

'-8"

20'-0" 20'-0"20'-0"

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6'-0

"

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3'-5

"

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4'-0" 12'-0"

EQUIPMENT PLATFORM200

EX EX 1

D

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2

UP

COMPRESSOR

DRYER

5.014

5.027

5.023

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11

1111

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FLOOR PLANS

SCALE 3/32" = 1'-0"GROUND FLOOR PLAN1 116 8 4

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INDICATES WINDOW/STOREFRONTTYPE "A" - SEE SCHEDULESHEET A6.01

INDICATES DOOR NUMBER "N"-SEE SCHEDULE SHEET A6.01.

A

PARTITION PLAN LEGEND

GENERAL NOTES

FLOOR PLAN CODED NOTES

NOTES APPLY TO SHEETS 3.00

1. EXTERIOR PLAN DIMENSIONS FOR WALLS ARE MEASURED TOFACE OF STUD/FACE OF BLOCK.

2. INTERIOR PLAN DIMENSIONS, INCLUDING ENLARGED & PARTIALFLOOR PLANS ARE MEASURED TO FACE OF STUD UNLESSOTHERWISE NOTED.

3. REFER TO SHEET 0.02 FOR SYMBOL LEGEND.

4. WINDOW AND DOOR OPENING DIMENSIONS REPRESENT ROUGHOPENINGS.

5. INTERIOR DOORS ARE LOCATED 4" OFF PERPENDICULAR WALLUNLESS OTHERWISE NOTED.

CONCRETE APRON. REFER TO SECTIONS AND CIVILDRAWINGS

CMU INFILL. ALIGN WITH FACE OF EXISTING CONSTRUCTION.FOR 3-HR RATED U#904 ASSEMBLY REFER TO SHEET A0.02FOR ADDITIONAL ASSEMBLY INFORMATION.

PAINT BOOTH PITS. REFER TO PAINT BOOTH ANDSTRUCTURAL DRAWINGS. PITS BY CONTRACTOR, BOOTHINSTALLATION BY OWNER VENDOR.

PAINTED BOLLARD. CONCRETE FILLED STEEL PIPE. REFERTO DETAIL ON SHEET A1.01

RELOCATED METAL STAIR. REPLACE LANDING METALGRATE AND PAINT ENTIRE STAIR, HANDRAIL ANDGUARDRAIL.

PRE-ENGINEERED METAL BUILDING CROSS BRACING.

CONCRETE CURB AND LANDSCAPE BED. REFER TO CIVILDRAWINGS FOR ADDITIONAL INFORMATION.

NEW POLYMER TRENCH DRAIN. REFER TO PLUMBINGDRAWINGS FOR ADDITIONAL INFORMATION.

EXISTING FLOOR DRAIN TO REMAIN.

EXISTING 3-HR FIRE SEPARATION WALL UL #904.

REMOVABLE PAINTED METAL GUARDRAIL.

THICKENED CONCRETE SLAB UNDER AIR COMPRESSOR.REFER TO STRUCTURAL DRAWINGS.

EXISTING ELECTRIC PANEL TO REMAIN. REFER TOELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

NEW STEEL COLUMN. REFER TO STRUCTURAL DRAWINGSFOR ADDITIONAL INFORMATION.

PROVIDE NEW FALCON SENSOR THIS SIDE AT EXISTINGOVERHEAD DOOR.

NOTE: DASHED LINES INDICATE ITEMS TO BE DEMOLISHED ORREMOVED FOR THE NEW FACILITY.

INDICATES EXISTING WALL

INDICATES EXISTING DOOR.

WALL TYPES:

1

2

8" SMOOTH FACE CMU.

3 5/8" MTL STUDS FURRING WITH 5/8" GYP BDON ONE SIDE. EXTEND TO 6" ABOVE CEILING.

SCALE 3/32" = 1'-0"PLATFORM FLOOR PLAN2 116 8 4

A3.02

EXTERIOR ELEVATION1 SCALE 3/32" = 1'-0"



EXTERIOR ELEVATION4 SCALE 3/32" = 1'-0" NOT TO SCALEKEY PLANKP

BUILDING ELEVATIONS

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NEW METAL GUTTER. SIZE, POSITION, TO MATCH EXISTING.FINISH: WHITE.

NEW METAL DOWNSPOUT. FINISH: WHITE.

NEW WALL-MOUNTED LIGHTING FIXTURE. REFER TOELECTRICAL DRAWINGS.

REMOVE EXISTING GLAZING, FRAME, AND ASSOCIATEDHARDWARE. REFER TO DEMO PLANS.

FILL OPENING WITH NEW SCORED-FACE BLOCK. COLOR ANDPATTERN TO MATCH EXISTING ADJACENT.

REMOVED EXISTING ROOF SYSTEM IN AREA INDICATED.REPLACE AND TIE-IN ADJACENT WITH NEW. REFER TO ROOFPLAN FOR MORE INFORMATION.

NEW BOLLARD. PAINT EP-1, UNLESS NOTED OTHERWISE.

NEW INSULATED HOLLOW METAL DOOR AND FRAME. REFERTO FLOOR PLAN AND DOOR SCHEDULE FOR MOREINFORMATION.

CONCRETE APRON. REFER TO CIVIL AND STRUCTURALDRAWINGS.

LOUVER. REFER TO MECHANICAL DRAWINGS ANDSCHEDULES FOR MORE INFORMATION.

CONCRETE MASONRY BLOCKMFR:COLOR: EP-1 SAFE GRAYTEXTURE: SPLIT FACE BLOCK

CONCRETE MASONRY BLOCKMFR:COLOR: EP-2 WHITETEXTURE: SCORED FACE BLOCK

PRE ENGINEER METAL BUILDINGMFR: NUCORCOLOR: WHITESTYLE: MATCH EXISTING

EXTERIOR PAINTMFR: SHERWIN WILLIAMSPRODUCT: SW7066COLOR: GRAY MATTERS

EXTERIOR PAINTMFR: SHERWIN WILLIAMSPRODUCT: SW7006COLOR: EXTRA WHITE

EXTERIOR PAINTMFR: SHERWIN WILLIAMSPRODUCT: SW7066COLOR: GRAY MATTERS

GLAZINGMFR: KAWNEERPRODUCT: 1" INSULATED GLASS

STOREFRONTCOLOR: WHITE FRAMES

EXTERIOR CODED NOTES

EXTERIOR FINISH SCHEDULE

CMU-1

EP-1

EP-2

CMU-2

PEMB

EP-3

GL-1

A4.01

germain collision center

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