bean the corners -building a · a-2.0c 4 a-2.0c 1 a-2.0c 3 note: dimensions are witnessed to...

J CARTER BEAN ARCHITECT4400 NORTH HIGH STREETSUITE 401 COLUMBUS

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22 May 2020 Final Development

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NEW BUILDING FOR:

Frantz Road @ Blazer Pkwy & Rings Rd.

Dublin, Ohio 43017

GENERAL CONSTRUCTION NOTES DESIGN CODE REFERENCES INDEX OF DRAWINGS

2. THE A.I.A. DOCUMENT A201-2007, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, SHALL APPLY TO THE PROJECT.

THE GENERAL CONTRACTOR SHALL GUARANTEE ALL WORK, INCLUDING THAT DONE BY SUB-CONTRACTORS, FOR A PERIOD OF ONE YEAR COMMENCING WITH THE DATE OF SUBSTANTIAL COMPLETION OF SAID WORK.

UPON RECEIPT OF ITEMS NOTED ON PLANS, EITHER IN CONTRACT OR NOT INCONTRACT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOSS OF AND/OR DAMAGE TO SAID ITEMS.

THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE SOLELY RESPONSIBLE FORCOMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTSTOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS AND PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND THEIR SUB-CONTRACTORS, TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE OF CONSTRUCTION AND FOR THE GENERAL COORDINATION OF ALL WORK.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO ACQUIRE ALL PERMITS, PAY ALL FEES, PERFORM ALL TESTS AND PROVIDE ALL INSPECTIONS PER THE REQUIREMENTS OF THE GOVERNING BODIES HAVING LEGAL JURISDICTION.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCHEDULING AND MONITORING OF ON-SITE TESTING AND INSPECTION SERVICES AS REQUIRED TO COMPLETE THE WORK.

THE GENERAL CONTRACTOR SHALL HAVE A TELEPHONE ON PREMISES THROUGHOUT THE DURATION OF CONSTRUCTION.

DURING THE PERFORMANCE OF WORK, THE GENERAL CONTRACTOR, AND ALLSUBCONTRACTORS, SHALL HAVE A FULL TIME, QUALIFIED SUPERVISOR ON SITE.

THROUGHOUT THE DURATION OF THE WORK, THE CONTRACTOR SHALL BERESPONSIBLE TO MAINTAIN OPERATION OF ALL LIFE SAFETY SYSTEMS INCLUDING,BUT NOT LIMITED TO EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES.

PRIOR TO THE COMMENCEMENT OF, AND THROUGHOUT THE DURATION OF THEWORK, THE GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND COMPAREEXISTING CONDITIONS WITH THESE DOCUMENTS. UPON THE DISCOVERY OFVARIANCES OR CONFLICTS, AND PRIOR TO THE COMMENCEMENT OF THE WORK, THE GENERAL CONTRACTOR SHALL REPORT SUCH CONDITIONS TO THE ARCHITECT.

DO NOT SCALE DRAWINGS, AS WRITTEN DIMENSIONS SHALL GOVERN. WITH RESPECT TO DIMENSIONAL CONFORMANCE, THE FLOOR PLAN BY THE ARCHITECT SHALL SUPERSEDE ALL OTHERS. IN THE EVENT OF A CONFLICT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT. WHERE DIMENSIONS ARE MARKED "CLEAR", THEY SHALL BE MAINTAINED, UNOBSTRUCTED, AND PROVIDE ALLOWANCES FOR THE THICKNESS OF ANY AND ALL FINISHES.

ALL DIMENSIONS FOR EXTERIOR WALLS ARE SHOWN TO FACE OF MASONRY (BLOCK OR BRICK) OR FACE OF SHEATHING UNLESS SPECIFICALLY NOTED OTHERWISE. ALLDIMENSIONS FOR INTERIOR PARTITIONS ARE SHOWN TO FACE OF FRAMING (WOOD OR STEEL STUDS/FURRING) UNLESS SPECIFICALLY NOTE OTHERWISE.

ON ARCHITECTURAL DRAWINGS, ALL DIMENSIONS WHICH LOCATE STRUCTURALELEMENTS ARE WITNESSED TO THE CENTERLINE OF SAID ELEMENT UNLESS NOTED OTHERWISE.

UNLESS NOTED OTHERWISE, ALL ACCESS PANELS SHALL BE 24"X30", MINIMUM.

PRIOR TO SAW CUTTING AND/OR CORING AS INDICATED IN THESE DOCUMENTS, THE GENERAL CONTRACTOR SHALL EXAMINE ALL FIELD CONDITIONS FOR COORDINATION.

ALL EXTERIOR WOOD BLOCKING IS TO BE PRESSURE TREATED PER AWPA U1 AND M4.

TO RETARD THE CORROSION PROCESS, ALL FASTENERS, CONNECTORS AND/OR OTHER METAL HARDWARE IN DIRECT CONTACT WITH PRESERVATIVE TREATED, OR FIRE RETARDANT TREATED, WOOD SHALL BE STAINLESS STEEL TYPE 304 OR 316, OR SHALL BE HOT-DIPPED GALVANIZED STEEL PER ASTM A653, CLASS G-185 WITH 1.85 OUNCES OF ZINC PER SQUARE FOOT.

IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE INSTALLED IN VERTICALCONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES OF MASONRY OR CONCRETE WALLS, AT THE CEILING AND FLOOR OR ROOF LEVELS AS PER OBC SECTION 717.2.2.

IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE INSTALLED AT ALLINTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL CONCEALED SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS AS PER OBC SECTION 717.2.3.

INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX NOTGREATER THAN THAT SPECIFIED IN OBC TABLE 803.5 FOR THE GROUP AND LOCATION DESIGNATED.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25. PORTABLE FIRE EXTINGUISHERS WITH U.L. LABELS AND A RATING OF NOT LESS THAN 4-A SHALL BE PROVIDED BY G.C. WITHIN A 75 FT TRAVEL DISTANCE TO ALL POSITIONS OF BUILDING OR AS DIRECTED BY THE FIRE DEPARTMENT HAVING LOCAL JURISDICTION.

WHERE LOCATED IN 'HAZARDOUS LOCATIONS', AS PER OBC 2406.4, ALL GLASS UNITSSHALL COMPLY WITH THE SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIAL SET FORTH IN THE CONSUMER PRODUCT SAFETY COMMISSION'S REFERENCE STANDARD '16 CFR PART 1201 (1977)' OR ANSI '297.1', AS APPROPRIATE.

WHERE INDICATED, AND AS PER OBC SECTION 2303.2, FIRE-RETARDANT TREATEDWOOD SHALL BE TREATED PER AWPA AND SHALL NOT HAVE A FLAME SPREAD OF GREATER THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E-84.

1. THE USE OF THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, IS RESTRICTED TO THE ORIGINAL PROJECT FOR WHICH THEY WERE PREPARED. REUSE ORREPRODUCTION OF THE DOCUMENTS, EITHER WHOLE OR IN PART, FOR ANY OTHER PURPOSE IS PROHIBITED. J. CARTER BEAN ARCHITECTS RETAINS ALL RIGHTS OF OWNERSHIP.

OHIO BUILDING CODE (OBC) - 2017

OHIO MECHANICAL CODE (OMC) - 2017

OHIO PLUMBING CODE (OPC) - 2017

ANSI A117.1-2009OHIO BUILDING CODE (OBC), CHAPTER 11 - 2017

2012 INTERNATIONAL ENERGY CODEAND ASHRAE 90.1-2010

NEC 2014 (NFPA 70)

OHIO FIRE CODE (OFC) - 2017 (NFPA 13, 2007)

BUILDING CODE

MECHANICAL CODE

PLUMBING CODE

ELECTRICAL CODE

FIRE PROTECTION CODE

ACCESSIBILITY

ENERGY CODE

PROJECT DESCRIPTION

THESE DOCUMENTS DESCRIBE THE CONSTRUCTION OF A NEW 2,125 SQUARE FOOTRETAIL STORE AND DUMPSTER ENCLOSURE.

CODE SUMMARY

J. CARTER BEAN ARCHITECT

ARCHITECT

4400 North High Street, Suite 401

Columbus, OH 43214

TEL 614.262.2326

FAX 614.262.2329

ISSUE DATE COMMENTSREVISION

ARCHITECTURAL DRAWINGS

PROJECT INFORMATION

CIVIL DRAWINGS

STRUCTURAL DRAWINGS

PLUMBING DRAWINGS

MECHANICAL DRAWINGS

ELECTRICAL DRAWINGS

Final Development PLan - 05.22.2020

SITE LOCATION MAPSITE LOCATION MAP

Frantz Road, Dublin,

Ohio 43017

RINGS ROAD

FR

AN

TZ R

OA

D

BLAZER

PKWY

RETAIL BUILDING

"B"

RETAIL BUILDING

"C"

RETAIL BUILDING

"A"

The Corners - Building A

THE DAIMLER GROUP INC.

DEVELOPER

41533 Lake Shore Dr #100,

Columbus, OH 43204

TEL 614.488.4424

FAX 614.262.0603

POD DESIGN

LANDSCAPE ARCHITECT

100 Northwoods Boulevard, Suite A

Columbus, OH 43235

TEL 614.255.3399

FAX 614.255.3999

EMH&T

CIVIL ENGINEER

5500 New Albany Road

Columbus, OH 43054

TEL 614.775.4500

LEWIS ENGINEERING INC

STRUCTURAL ENGINEER

3260 Henderson Rd # 110,

Columbus, OH 43220

TEL 614.326.2806

EM ENGINEERING GROUP

MECHANICAL / ELECTRICAL / PLUMBING ENGINEER

625 east north broadway

columbus, oh 43214

TEL 614.225.1580

fax 614.461.1305

No. Date Description


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3D AERIAL VIEW LOOKING NORTHWEST - N.T.S.

3D AERIAL VIEW LOOKING SOUTHEAST - N.T.S.

3D AERIAL VIEW LOOKING NORTHEAST - N.T.S.

3D AERIAL VIEW LOOKING SOUTHWEST - N.T.S.



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3D VIEW LOOKING NORTHWEST - N.T.S.

3D VIEW LOOKING SOUTHEAST - N.T.S.

3D VIEW LOOKING NORTHEAST - N.T.S.

3D VIEW LOOKING SOUTHWEST - N.T.S.


A-2.0A

2

A-2.1A

2

A-2.0A

1

A-2.1A

1

70'-4"

2'-8" 14'-2" 12'-4" 38'-6" 2'-8"

23'-8" 19'-0" 22'-4" 2'-8"

NOTE:

DIMENSIONS ARE WITNESSED TO FACE OF STONE

VENEER / SIDING. GROSS AREA CALCULATION

HAS BEEN CALCULATED ACCORDINGLY.

2,125 S.F.

FINISH SLAB = 100'-0"

STARBUCKS

70'-4"

32

'-8

"

1'-4

"

5'-0

"5

'-0

"

1'-4

"

5'-4

"2

"3

'-9

"2

"3

'-9

"2

"6

'-0

"2

"3

'-9

"2

"3

'-9

"2

"5

'-4

"

4'-0"

3'-2

3/4

"

4'-0"

9'-0

"

21'-0"

8'-4" 3'-0"4

'-0

"

1'-4

"

1'-4

"

EQ. 2" EQ. 2" EQ. 2" 1'-0" 2" EQ. 2" EQ. 2" EQ. 2"

5'-4

"9

'-3

"3

'-6

"9

'-3

"5

'-4

"

18'-4"

5'-0"

24

'-0

"

5'-0"

24

'-0

"

32

'-8

"

3'-8"14'-0"

CLERESTORY GLAZING

ABOVE

LINE OF ROOF ABOVE

PREP AREA / SERVICE /

RESTROOM LAYOUT

TBD. ACCESS LADDER

AND ROOF HATCH

LOCATION TBD

DOMESTIC WATER SERVICE

WITH BACKFLOW

PREVENTER. FINAL

LOCATION TBD

2'-8"


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FIRST FLOOR PLAN

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SCALE: 1/4" = 1'-0"1

BUILDING FLOOR PLAN

N


RETAIL /RESTAURANT

SLOPE

SLOPE SLOPE

12

'-0

"

TAPERED MEMBRANE

ROOFING TO INTERNAL

DRAIN. LOCATIONS TBD

BASED UPON INTERIOR

LAYOUT

RTU RTU

TAPERED MEMBRANE

ROOFING TO INTERNAL

DRAIN.

TAPERED MEMBRANE

ROOFING TO INTERNAL

DRAIN.

MTL-3

MTL-3

MTL-3

MTL-3

MTL-2

MTL-2

MTL-2

MTL-3

MTL-2

MTL-2

MTL-2

MTL-4

MTL-4

MTL-4

MTL-4

MTL-1

MTL-1

SLOPE

SF-1

FC-1

PT-1

MTL-2

MTL-3

MTL-1

FC-2

FC-3

ALUMINUM STOREFRONT

SYSTEM

HOLLOW

METAL SERVICE DOORS

METAL CANOPY

FIBER CEMENT TRIM

10" MAPES PREFINISHED CANOPY

COLOR: BROWN

JAMES HARDIE 5/16" PANEL SIDING (SMOOTH) WITH 1x2

FIBER CEMENT BATTENS @ 12" O.C.PAINT: SHERWIN WILLIAMS - SW 6006 'BLACK BEAN'

JAMES HARDIE 5/4" FIBER CEMENT TRIM

PAINT: SHERWIN WILLIAMS - SW 6006 'BLACK BEAN'

METAL COPINGDIMENSIONAL METALS INC.

COLOR: 'BEIGE'

SHERWIN WILLIAMS

COLOR: SHERWIN WILLIAMS - SW 6006 'BLACK BEAN'

KAWNEER TRIFAB VG 451-T SERIES, 2" x 4 1/2"

FOR 1" INSULATED GLAZING, COLOR: BROWN

FIBER CEMENT - BOARD AND

BATTEN (12" O.C.)

PREFINISHED STANDING SEAM

METAL ROOF (20" O.C.)

JAMES HARDIE 5/16" PANEL SIDING (SIERRA 8)

PAINT: SHERWIN WILLIAMS - SW 6006 'BLACK BEAN'FIBER CEMENT BEADBOARD

EXTERIOR FINISH KEY

MARK NOTESTYPE

ST -1 CULTURED STONE VENEER

MTL-4 METAL COPING

CENTURION CASTLE COLLECTION

COLOR: #220 'CALIFORNIAMORTAR: CEMEX RC-53-C 'HONEYCOMB

DIMENSIONAL METALS, INC (DMI)

INTER-LOCK 'IL20' SMOOTHCOLOR: 'WEATHERED ZINC

DIMENSIONAL METALS INC.

COLOR: 'BROWN'


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BUILDING ROOF PLAN N


FINISH FLOOR0"

FINISH FLOOR0"

TRUSS BEARING13'-0 1/2"


T/ ST-127'-8"

T/ ST-127'-8"

T/ PARAPET18'-4"

T/ PARAPET18'-4"

T/ MTL ROOF22'-7 1/4"

T/ MTL ROOF22'-7 1/4"

FC-1

FC-1

FC-1

ST-1

ST-1

MTL-2

MTL-2

MTL-3

ST-1

ST-1

MTL-2

MTL-2

MTL-3

MTL-1

MTL-3

FC-1

MTL-4

SF-1SF-1

FC-2

FC-2

FC-2

FC-2

FC-2

EXTERIOR SCONCE

LIGHTING

FINISH FLOOR0"

FINISH FLOOR0"



SIGNAGE

T/ ST-127'-8"

T/ ST-127'-8"

T/ PARAPET18'-4"

T/ PARAPET18'-4"

T/ MTL ROOF22'-7 1/4"

T/ MTL ROOF22'-7 1/4"

ST-1

MTL-2

MTL-2

MTL-3

ST-1

ST-1

MTL-2

MTL-2

MTL-3

MTL-1

FC-1

MTL-3

FC-1

MTL-4

SF-1

SF-1 SF-1

ST-1

FC-2

FC-2

FC-2

FC-2

EXTERIOR SCONCE

LIGHTING

SF-1

FC-1

PT-1

MTL-2

MTL-3

MTL-1

FC-2

FC-3

ALUMINUM STOREFRONT

SYSTEM

HOLLOW

METAL SERVICE DOORS

METAL CANOPY

FIBER CEMENT TRIM


COLOR: BROWN






COLOR: 'BEIGE'

SHERWIN WILLIAMS





BATTEN (12" O.C.)





EXTERIOR FINISH KEY

MARK NOTESTYPE


MTL-4 METAL COPING






COLOR: 'BROWN'


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EAST ELEVATION

SCALE: 1/4" = 1'-0"1

WEST ELEVATION


FINISH FLOOR0"

FINISH FLOOR0"



T/ ST-127'-8"

T/ ST-127'-8"

T/ PARAPET18'-4"

T/ PARAPET18'-4"

12"

12"

T/ MTL ROOF22'-7 1/4"

T/ MTL ROOF22'-7 1/4"

ST-1

MTL-2

MTL-2

FC-1

MTL-4

MTL-3

PT-1

SF-1

SF-1

FC-1

MTL-3

MTL-4

FC-3

FC-3

FC-3

FC-3

MTL-2

FC-2

FC-2

FC-2

FC-2

TENANT

SIGANGE

EXTERIOR SCONCE

LIGHTING

FINISH FLOOR0"

FINISH FLOOR0"



T/ ST-127'-8"

T/ ST-127'-8"

T/ PARAPET18'-4"

T/ PARAPET18'-4"

12"

12"

T/ MTL ROOF22'-7 1/4"

T/ MTL ROOF22'-7 1/4"

ST-1

MTL-2

MTL-2

FC-1

MTL-4

MTL-3

FC-1

MTL-3

MTL-4MTL-2

FC-2

FC-2

FC-1

FC-2

SF-1

MTL-4MTL-4

FC-2

EXTERIOR SCONCE

LIGHTING

SF-1

FC-1

PT-1

MTL-2

MTL-3

MTL-1

FC-2

FC-3

ALUMINUM STOREFRONT

SYSTEM

HOLLOW

METAL SERVICE DOORS

METAL CANOPY

FIBER CEMENT TRIM


COLOR: BROWN






COLOR: 'BEIGE'

SHERWIN WILLIAMS





BATTEN (12" O.C.)





EXTERIOR FINISH KEY

MARK NOTESTYPE


MTL-4 METAL COPING






COLOR: 'BROWN'


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SCALE: 1/4" = 1'-0"2

NORTH ELEVATION

SCALE: 1/4" = 1'-0"1

SOUTH ELEVATION



BEAN

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

WEST ELEVATION_SIGNAGE

SCALE: 1/16" = 1'-0"2

EAST ELEVATION_-SIGNAGE

13'-0

"

MAX. HEIGHTTHIS ELEVATION

17'-0

"


BUILDING 'A'SIGNAGEEXHIBIT

(ON BUILDING)

DASHED & SHADED AREA INDICATESPOSSIBLE 'SIGN ZONE'. DOES NOTREPRESENT ALLOWABLE SIZE ORNUMBER OF SIGNS. REFER TOSIGNAGE CRITERIA TEXT FORQUANTITY AND SIZES.


BEAN

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

NORTH ELEVATION_SIGNAGE

SCALE: 1/16" = 1'-0"2

SOUTH ELEVATION_SIGNAGE

22'-6

"


22'-6

"



(ON BUILDING)

DASHED & SHADED AREA INDICATESPOSSIBLE 'SIGN ZONE'. DOES NOTREPRESENT ALLOWABLE SIZE ORNUMBER OF SIGNS. REFER TOSIGNAGE CRITERIA TEXT FORQUANTITY AND SIZES.


(DRIVE-THRU)

PRE-MENU BOARD MENU BOARD

DIRECTIONAL SIGNAGE (ENTERING)

DIRECTIONAL SIGNAGE (EXITING)

LOGO AND LETTERINGEACH FACE (3.23 s.f. ea.)

LOGO AND LETTERINGEACH FACE (2.6 s.f. ea.)


(DRIVE-THRU)


(DRIVE-THRU)

CLEARANCE BAR

ELECTRONIC ORDER KIOSK


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NEC 2014 (NFPA 70)


BUILDING CODE

MECHANICAL CODE

PLUMBING CODE

ELECTRICAL CODE


ACCESSIBILITY

ENERGY CODE

PROJECT DESCRIPTION


CODE SUMMARY



PROJECT INFORMATION

CIVIL DRAWINGS

STRUCTURAL DRAWINGS

PLUMBING DRAWINGS

MECHANICAL DRAWINGS

ELECTRICAL DRAWINGS

SITE LOCATION MAP


Ohio 43017

RINGS ROAD

FR

AN

TZ R

OA

D

BLAZER

PKWY

RETAIL BUILDING

"B"

RETAIL BUILDING

"C"

RETAIL BUILDING

"A"


ARCHITECT


Columbus, OH 43214

TEL 614.262.2326

FAX 614.262.2329


DEVELOPER


Columbus, OH 43204

TEL 614.488.4424

FAX 614.262.0603

POD DESIGN

LANDSCAPE ARCHITECT


Columbus, OH 43235

TEL 614.255.3399

FAX 614.255.3999

EMH&T

CIVIL ENGINEER


Columbus, OH 43054

TEL 614.775.4500


STRUCTURAL ENGINEER


Columbus, OH 43220

TEL 614.326.2806




columbus, oh 43214

TEL 614.225.1580

fax 614.461.1305

NEW BUILDING FOR:


Dublin, Ohio 43017


The Corners - Building B



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A-2.0B

4

A-2.0B

2

A-2.0B

1

168'-0"

A-2.0B

3

76

'-0

"

2'-0

"

5'-8

"1

3'-0

"3

8'-8

"1

3'-0

"5

'-8

"

2'-0

"

2'-0

"

2'-0

"

2'-0

"

2'-0

"

2'-0

"

2'-0

"

42'-0 1/2" 21'-8" 40'-7" 21'-8" 42'-0 1/2"

5'-4 1/4" 13'-0" 5'-4" 13'-0" 5'-4 1/4" 3'-10" 14'-0" 3'-10" 4'-0" 14'-0" 4'-7" 14'-0" 4'-0" 3'-10" 14'-0" 3'-10" 5'-4 1/4" 4'-3" 4'-11" 13'-0" 4'-11" 4'-3" 5'-4 1/4"

NOTE:

DIMENSIONS ARE WITNESSED TO SHEATHING.

GROSS AREA CALCULATION HAS BEEN

CALCULATED ACCORDINGLY.

12,595 S.F.


RETAIL CENTER

LINE OF ROOF ABOVE

5'-4 1/4"

2"

2'-8"

2"

4"

2"

6'-0"

2"

4"

2"

2'-8"

2"

5'-4"

2"

2'-8"

2"

4"

2"

6'-0"

2"

4"

2"

2'-8"

2"

5'-4 1/4" 3'-10"

2"

3'-0"

2"

7'-4"

2"

3'-0"

2"

3'-10" 4'-0"

2"

5'-2"

2"

3'-0"

2"

5'-2"

2"

4'-7"

2"

5'-2"

2"

3'-0"

2"

5'-2"

2"

4'-0" 3'-10"

2"

3'-0"

2"

7'-4"

2"

3'-0"

2"

3'-10" 5'-4 1/4"

2"

3'-11"

2"

4'-11"

2"

2'-8"

2"

4"

2"

6'-0"

2"

4"

2"

2'-8"

2"

4'-11"

2"

3'-11"

2"

5'-4 1/4"

A

A

11

55

G

G

B

B

4'-1 11/16"7/8"

C

C

D

D

E

E

F

F

3 3

12

'-1

"

10'-0"

ELECTRICAL METER

CENTER

GAS METER CENTER

BUILDING SERVICES

ROOM

ROOF ACCESS

22

44


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BUILDING FLOOR PLAN

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SCALE: 1/8" = 1'-0"1

BUILDING FLOOR PLAN

N


SF-1

FC-1

PT-1

MTL-2

MTL-3

MTL-1

FC-2

FC-3

ALUMINUM STOREFRONT

SYSTEM

HOLLOW

METAL SERVICE DOORS

METAL CANOPY

FIBER CEMENT TRIM


COLOR: WHITE


FIBER CEMENT BATTENS @ 12" O.C.PAINT: SHERWIN WILLIAMS SW6006 'BLACK BEAN'


PAINT: SHERWIN WILLIAMS SW 7005 'PURE WHITE'


COLOR: BROWN

SHERWIN WILLIAMS



FOR 1" INSULATED GLAZING - COLOR: WHITE


BATTEN (12" O.C.)




PAINT: SHERWIN WILLIAMS SW6006 'BLACK BEAN'FIBER CEMENT BEADBOARD

EXTERIOR FINISH KEY

MARK NOTESTYPE

ST -1 CULTURED STONE VENEERCENTURION CASTLE COLLECTION

COLOR: #220 'CALIFORNIA'MORTAR: CEMEX RC-53-C 'HONEYCOMB'


INTERLOCK 'IL20' SMOOTHCOLOR: 'WEATHERED ZINC'

A

A

1

5

G

G

B

B

C

C

D

D

E

E

F

F

3 3

2

4

TAPERED MEMBRANE

ROOFING TO INTERNAL


BASED UPON INTERIOR

LAYOUT

TAPERED MEMBRANE

ROOFING TO INTERNAL


BASED UPON INTERIOR

LAYOUT

SLOPE SLOPE SLOPESLOPE SLOPE

SLOPE

SLOPE

ROOF ACCESS

MTL-3

MTL-3

MTL-3

MTL-3

MTL-3

MTL-3

MTL-1

MTL-1 MTL-1

MTL-1

8'-6

"

MTL-2MTL-2

MTL-2MTL-2


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N

SCALE: 1/8" = 1'-0"1

BUILDING ROOF PLAN


TRUSS BEARING17'-0"

TRUSS BEARING17'-0"

FINISH FLOOR0"

FINISH FLOOR0"

126

124

126

T/ MTL ROOF 123'-8 1/4"

T/ MTL ROOF 123'-8 1/4"

T/ MTL ROOF 228'-4 3/4"

T/ MTL ROOF 331'-4"

1212

A GB C D E F

SIGNAGE SIGNAGE

SIGNAGE

SIGNAGE SIGNAGE

SIGNAGE

SIGNAGE

MTL-1

FC-2

FC-2

SF-1

MTL-3

FC-1

SF-1

SF-1 SF-1 SF-1 SF-1 SF-1 SF-1 SF-1

MTL-1

MTL-2

MTL-3

MTL-1

FC-2

FC-2

MTL-3

FC-1

SF-1

MTL-1

FC-3

FC-2

FC-3

FC-2

EXTERIOR WALL SCONCE

TRUSS BEARING17'-0"

TRUSS BEARING17'-0"

FINISH FLOOR0"

FINISH FLOOR0"

17

'-8

"

6

124

126

T/ MTL ROOF 123'-8 1/4"

T/ MTL ROOF 123'-8 1/4"

T/ MTL ROOF 228'-4 3/4"

T/ MTL ROOF 331'-4"

1212

AG BCDEF

SIGNAGESIGNAGE

SIGNAGE

SIGNAGESIGNAGE

SIGNAGE

SIGNAGE

MTL-1

FC-2

FC-2

SF-1

MTL-3

SF-1

SF-1SF-1SF-1SF-1SF-1SF-1SF-1

MTL-1

MTL-2

MTL-3

MTL-4

MTL-1

FC-2

FC-2

MTL-3

FC-1

SF-1

MTL-112

FC-1


TRUSS BEARING17'-0"

TRUSS BEARING17'-0"

FINISH FLOOR0"

FINISH FLOOR0"

T/ MTL ROOF 331'-4"

T/ MTL ROOF 331'-4"

15 3 24

SF-1

FC-1

MTL-3

FC-2

SF-1

MTL-1

FC-1

MTL-3

FC-2

FC-1

SF-1SF-1

GAS METER CENTEREXTERIOR WALL SCONCE

TRUSS BEARING17'-0"

TRUSS BEARING17'-0"

FINISH FLOOR0"

FINISH FLOOR0"

T/ MTL ROOF 123'-8 1/4"

T/ MTL ROOF 123'-8 1/4"

T/ MTL ROOF 228'-4 3/4"

T/ MTL ROOF 228'-4 3/4"

1 532 4

SF-1

FC-1

MTL-3

FC-2

SF-1

MTL-1

FC-1

MTL-3

FC-2

ELECTRICAL METER CENTER EXTERIOR WALL SCONCE

SF-1

FC-1

PT-1

MTL-2

MTL-3

MTL-1

FC-2

FC-3

ALUMINUM STOREFRONT

SYSTEM

HOLLOW

METAL SERVICE DOORS

METAL CANOPY

FIBER CEMENT TRIM


COLOR: WHITE


FIBER CEMENT BATTENS @ 12" O.C.PAINT: SHERWIN WILLIAMS SW6006 'BLACK BEAN'




COLOR: BROWN

SHERWIN WILLIAMS





BATTEN (12" O.C.)




PAINT: SHERWIN WILLIAMS SW6006 'BLACK BEAN'FIBER CEMENT BEADBOARD

EXTERIOR FINISH KEY

MARK NOTESTYPE




INTERLOCK 'IL20' SMOOTHCOLOR: 'WEATHERED ZINC'


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SCALE: 1/8" = 1'-0"4

EAST ELEVATION

SCALE: 1/8" = 1'-0"3

WEST ELEVATION

SCALE: 1/8" = 1'-0"2

NORTH ELEVATIONSCALE: 1/8" = 1'-0"

1SOUTH ELEVATION


DISCLAIMER: Norwell Lighting and its companies, ILEX Architectural Lighting and Custom Metalcraft reserve the right to change specifications related to its product at anytime. USA Made indicates product is manufactured in East Taunton, Massachusetts facility. Phone: 508-823-1751

Project Name

Fixture Type

Quantity

Product Name / Model / Dimensions Finish Options Diffuser Lamping Options

CAPTURE - Post 1188, Flush 1184, Small Sconce 1185, Medium Sconce 1186, Large Sconce 1187

StandardMatte Black / MB

StandardClear Glass / CL

Standard1185 1186 1187 1188 - 1- 75 Watt Edison T10 Recommended

1184 -2- 75 Watt Edison T10 Recommended

Height Width Projection TTO*

1185 11" 4 3/4" 8" 4 7/8"

1186 17" 5 1/2" 8 1/2" 4 7/8"

1187 21" 5 1/2" 8 1/2" 4 7/8"

1188 24 1/2" 5 3/4"

1184 4 1/4" 12" square

*Top of fixture to center point of junction boxUL/ETL Listed and Wet Location, Outdoor Rated

1185 Backplate 6" H X 4 3/4" W1186 1187 Backplate 8" H X 4 3/4" W

Small Sconce1185-MB-CL

Large Sconce1187-MB-CL

Medium Sconce1186-MB-CL

Ceiling / Flush1184-MB-CLPost

1188-MB-CL

REV-2-2020

CAPTURE1185 - SMALL 1186 - MEDIUM 1187 - LARGE 1188 - POST 1184 - CEILING / FLUSH

1185 Small 1186 Medium 1187 Large

1188 Post 1184 Ceiling / Flush

12"

12"

11 1/2"

4 1/4"

5 3/4"

24 1/2"19 1/2

"

8 1/2"

8 1/2"

8"

Top View

8"11" 8"17"

21"

6"


BEAN

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


BUILDING 'B'SIGNAGEEXHIBIT

(ON BUILDING)

WALL

CANOPY

PROJECTING

DASHED & SHADED AREAS INDICATEPOSSIBLE 'SIGN ZONES'. DOES NOTREPRESENT ALLOWABLE SIZE ORNUMBER OF SIGNS. REFER TOSIGNAGE CRITERIA TEXT FORQUANTITY AND SIZES.

19'-0

"



BEAN

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

EAST ELEVATION_SIGNAGE

WALL

CANOPY

PROJECTING



(ON BUILDING)


19'-0

"


BEAN

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


SCALE: 1/16" = 1'-0"2


WALL

CANOPY

PROJECTING


16'-0

"


16'-0

"



(ON BUILDING)


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3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.










NEC 2014 (NFPA 70)


BUILDING CODE

MECHANICAL CODE

PLUMBING CODE

ELECTRICAL CODE


ACCESSIBILITY

ENERGY CODE

PROJECT DESCRIPTION


CODE SUMMARY



PROJECT INFORMATION

CIVIL DRAWINGS

STRUCTURAL DRAWINGS

PLUMBING DRAWINGS

MECHANICAL DRAWINGS

ELECTRICAL DRAWINGS

SITE LOCATION MAP


Ohio 43017

RINGS ROAD

FR

AN

TZ R

OA

D

BLAZER

PKWY

RETAIL BUILDING

"B"

RETAIL BUILDING

"C"

RETAIL BUILDING

"A"


NEW BUILDING FOR:


Dublin, Ohio 43017


The Corners - Building C


ARCHITECT


Columbus, OH 43214

TEL 614.262.2326

FAX 614.262.2329


DEVELOPER


Columbus, OH 43204

TEL 614.488.4424

FAX 614.262.0603

POD DESIGN

LANDSCAPE ARCHITECT


Columbus, OH 43235

TEL 614.255.3399

FAX 614.255.3999

EMH&T

CIVIL ENGINEER


Columbus, OH 43054

TEL 614.775.4500


STRUCTURAL ENGINEER


Columbus, OH 43220

TEL 614.326.2806




columbus, oh 43214

TEL 614.225.1580

fax 614.461.1305


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A-2.0C

4

A-2.0C

1

A-2.0C

3

NOTE:

DIMENSIONS ARE WITNESSED TO SHEATHING.

GROSS AREA CALCULATION HAS BEEN

CALCULATED ACCORDINGLY.

8,280 S.F.


RETAIL CENTER

LINE OF ROOF ABOVE

11

55

3 3

ELECTRICAL METER

CENTER

GAS METER CENTER

22'-0"58'-0"32'-0"

112'-0"

A-2.0C

2

A

A

B

B

C

C

E

E

F

F

76

'-0

"

5'-8

"

2"

2'-8

"

2"

4"

2"

6'-0

"2" 4"

2"

2'-8

"2

"3

8'-8

"

2"

2'-8

"

2"

4"

2"

6'-0

"

2"

4"

2"

2'-8

"

2"

5'-8

"

5'-0"

2"

3'-11"

2"

5'-1"

2"

2'-8"

2"

4"

2"

6'-0"

2"

4"

2"

2'-8" 4'-10" 3'-4"

2"

3'-0"

2"

7'-4"

2"

3'-0"

2"

4'-8"

2"

3'-0"

2"

15'-4"

2"

3'-0"

2"

14'-0" 4'-6"

2"

2'-8"

2"

4"

2"

6'-0"

2"

4"

2"

2'-8"

2"

4'-6"

13'-0"

2"

5'-0"

2"

3'-11"

2"

5'-1"

2"

2'-8"

2"

4"

2"

6'-0"

2"

4"

2"

2'-8"

2"

4'-8" 3'-4"

2"

5'-2"

2"

3'-0"

2"

5'-2"

2"

4'-8"

2"

5'-2"

2"

3'-0"

2"

5'-2"

2"

4'-8"

2"

5'-2"

2"

3'-0"

2"

5'-2"

2"

3'-4" 4'-6"

2"

2'-8"

2"

4"

2"

6'-0"

2"

4"

2"

2'-8"2" 4'-6"

D

D

12

'-1

"10'-0"

BUILDING SERVICES

ROOM

ROOF ACCESS

22

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SCALE: 1/8" = 1'-0"1

BUILDING FLOOR PLAN N


SF-1

FC-1

PT-1

MTL-2

MTL-3

MTL-1

FC-2

FC-3

ALUMINUM STOREFRONT

SYSTEM

HOLLOW

METAL SERVICE DOORS

METAL CANOPY

FIBER CEMENT TRIM


COLOR: WHITE


FIBER CEMENT BATTENS @ 12" O.C.PAINT: SHERWIN WILLIAMS SW 6006 'BLACK BEAN'




COLOR: BROWN

SHERWIN WILLIAMS

COLOR: SW 7005 'PURE WHITE'




BATTEN (12" O.C.)




PAINT: SHERWIN WILLIAMS SW 6006 'BLACK BEAN'FIBER CEMENT BEADBOARD

EXTERIOR FINISH KEY

MARK NOTESTYPE




INTER-LOCK 'IL20' SMOOTHCOLOR: 'WEATHERED ZINC'

11

55

3 3

A

A

B

B

C

C

E

E

F

F

D

D

TAPERED MEMBRANE

ROOFING TO INTERNAL


BASED UPON INTERIOR

LAYOUT

SLOPE SLOPESLOPE

SLOPE

SLOPE

SLOPE

SLOPE

22

4 4

MTL-1

MTL-3

MTL-1

MTL-3

ROOF ACCESS

MTL-1

MTL-3

MTL-1

MTL-3

TAPERED MEMBRANE

ROOFING TO INTERNAL


BASED UPON INTERIOR

LAYOUT

SLOPE


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BUILDING ROOF PLAN

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SCALE: 1/8" = 1'-0"1

BUIDLING ROOF PLAN N


TRUSS BEARING17'-0"

TRUSS BEARING17'-0"

FINISH FLOOR0"

FINISH FLOOR0"

T/ MTL ROOF 231'-3 1/2"

1212 12

6

126

TRUSS BEARING_18'-11 1/4"

T/ MTL ROOF 125'-4"

_TRUSS BEARING24'-10"

A B C E FD

MTL-1

SIGNAGE

SIGNAGESIGNAGESIGNAGE

SIGNAGE

SF-1

FC-1

FC-3FC-3FC-3

MTL-3

SF-1

FC-2

FC-2

FC-2

FC-2

FC-1

MTL-3

FC-2

FC-2

SF-1

SF-1

FC-2 FC-2

SF-1

FC-2


TRUSS BEARING17'-0"

TRUSS BEARING17'-0"

FINISH FLOOR0"

FINISH FLOOR0"

126

T/ MTL ROOF 231'-3 1/2"

12


T/ MTL ROOF 125'-4"


ABCEF D

126

124

SIGNAGE

SIGNAGE SIGNAGE SIGNAGE

SIGNAGE

1212

MTL-1

SF-1

FC-1

MTL-3

SF-1

FC-2

FC-2

FC-2

FC-2FC-2FC-2

FC-1

MTL-3

FC-2

FC-2

SF-1SF-1SF-1

SF-1

SF-1


TRUSS BEARING17'-0"

TRUSS BEARING17'-0"

FINISH FLOOR0"

FINISH FLOOR0"

T/ MTL ROOF 231'-3 1/2"

T/ MTL ROOF 231'-3 1/2"

1 53



SF-1

FC-1

MTL-3

FC-2

SF-1

MTL-1

FC-1

MTL-3

FC-2

FC-1

SF-1 SF-1

2 4

GAS METER CENTER EXTERIOR WALL SCONCE

TRUSS BEARING17'-0"

TRUSS BEARING17'-0"

FINISH FLOOR0"

FINISH FLOOR0"

15 3



T/ MTL ROOF 125'-4"

T/ MTL ROOF 125'-4"

SF-1

FC-1

MTL-3

FC-2

SF-1

MTL-1

FC-1

MTL-3

FC-2

24

ELECTRICAL METER CENTEREXTERIOR WALL SCONCE

SF-1

FC-1

PT-1

MTL-2

MTL-3

MTL-1

FC-2

FC-3

ALUMINUM STOREFRONT

SYSTEM

HOLLOW

METAL SERVICE DOORS

METAL CANOPY

FIBER CEMENT TRIM


COLOR: WHITE


FIBER CEMENT BATTENS @ 12" O.C.PAINT: SHERWIN WILLIAMS SW 6006 'BLACK BEAN'




COLOR: BROWN

SHERWIN WILLIAMS

COLOR: SW 7005 'PURE WHITE'




BATTEN (12" O.C.)




PAINT: SHERWIN WILLIAMS SW 6006 'BLACK BEAN'FIBER CEMENT BEADBOARD

EXTERIOR FINISH KEY

MARK NOTESTYPE




INTER-LOCK 'IL20' SMOOTHCOLOR: 'WEATHERED ZINC'


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EXTERIOR ELEVATIONS

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SCALE: 1/8" = 1'-0"4

EAST ELEVATION

SCALE: 1/8" = 1'-0"3

WEST ELEVATION

SCALE: 1/8" = 1'-0"1

SOUTH ELEVATIONSCALE: 1/8" = 1'-0"

2NORTH ELEVATION



BEAN

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


BUILDING 'C'SIGNAGEEXHIBIT

(ON BUILDING)

WALL

CANOPY

PROJECTING


19'-0

"



BEAN

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

EAST ELEVATION_SIGNAGE

19'-0

"


WALL

CANOPY

PROJECTING



(ON BUILDING)


BEAN

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


SCALE: 1/16" = 1'-0"2



(ON BUILDING)

16'-0

"


16'-0

"


WALL

CANOPY

PROJECTING


BEAN


STATUS DATE

DRAWING TITLE

DRAWING STATUS

DRAWING NUMBER

BEAN #00000.00

For

COPYRIGHT 2020

ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF

J CARTER BEAN ARCHITECT

AND MAY NOT BE USED, DUPLICATED OR ALTERED

WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT

The C

orners

The D

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up

Frantz R

oad @ Blazer P

kw

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& Rin

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Dublin,

Ohio 4

30

17

FINAL DEV. PLAN MAY 22, 2020

15

33 L

ake S

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riv

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00,

Colu

mbus,

Ohio 4

32

04

SCALE: 3/4" = 1’-0"

DUMPSTER ENCLOSURE SECTION G

7’-4" A.F.G.

T/ MASONRY

0’-0"

FINISH GRADE

1/2" EXPANSION JOINT

MATERIAL w/ SEALANT

6" THICK, 4000 PSI CONC.

PAD / 6" x 6" - W1.4 x W1.4 W.W.F.

OVER 6" RANULAR FILL. (SEE

CIVIL DRAWINGS)

FINISH GRADE

3"

3"

4"

MIN.

6"

6"

8"

SCALE: 3/4" = 1’-0"

PAVEMENT SECTION AT DUMPSTER H

VARIES

FINISH GRADE

ASPHALTIC PAVEMENT

o/ GRANULAR FILL

(SEE CIVIL DRAWINGS)


PAD / 6" x 6" - W1.4 x W1.4 W.W.F.

OVER 6" GRANULAR FILL.

1/2" EXPANSION BOARD MATERIAL

WITH SEALANT. TYPICAL.

DUMPSTER WALL

CONSTRUCTION

GRANULAR FILL (SEE

CIVIL DRAWINGS)

SEE PLAN

MTL-1

PREFINISHED METAL (24

GA.) COPING o/ 2X P.P.T.

WOOD BLOCKING.

PROVIDED CONTINUOUS

SEALANT PER

MANUFACTURER’S SPEC’S.


PAD w/ #4 REBAR AT 12" O.C.

EACH WAY o/ 6" GRANULAR

FILL

8" NOMINAL C.M.U. BOND

BEAM

8" NOMINAL CMU

#6 REBAR AT 32" O.C.,

GROUT CORES SOLID AT

VERTICAL REINFORCING.

GROUT C.M.U. CORE SOLID

2’-0" WIDE x 12"

DEEP CONCRETE

FOOTING w/ (3)

#5 BARS CONTINUOUS

CS-1

CULTURED STONE o/ 8"

NOMINAL C.M.U.

INSTALL DRAINAGE

SCREENS AND METAL

LATHE PER CULTURED

STONE MANUF.’S SPEC’.S.

PAINT EXPOSED

C.M.U. TO

MATCH CULTURED

STONE

4’-0"

3’-0"

6"

1’-6"

ROUND TOP OF

CONCRETE

ROUND TOP OF

CONCRETE

CONCRETE PAD

18" DIA. CONCRETE

FOOTING

SCALE: 1/2" = 1’-0"

BOLLARD DETAIL J

6" DIA. x 6’-6"LONG

GALV. STEEL PIPE FILLED w/

CONCRETE. PAINT w/

PAINT GRIP FINISH

PT-3

6"

THIC

K, 4000 P

SI

CO

NC. P

AD

w/ 6" x 6" -

W1.4 x W

1.4 W.W.F.

OV

ER 6"

GR

AN

UL

AR

8"

THIC

K, 4000 P

SI

CO

NC. P

AD w/

#4 R

EB

AR A

T 1

2"

O.C. E

AC

H W

AY

o/ 6"

GR

AN

UL

AR FIL

L.

C/S

D-2.1

H/S

D-2.1

B/SD-1.1

SD-2.1

DUMPSTERENCLOSURE PLAN,ELEVATIONS, AND

DETAILS

G/S

D-2.1

25’-8"

DOOR

1" 5’-8 1/2 " 1" 5’-8 1/2 " 1"

DOOR DOOR

1" 5’-8 1/2 " 1" 5’-8 1/2 " 1"

DOOR

10" 11’-8" 8" 11’-8" 10"

SCALE:

BUILDING A - DUMPSTER PLAN A

SCALE:

BUILDING A - DUMPSTER ELEVATION B

SCALE:

BUILDING A - DUMPSTER ELEVATION C

SCALE:

BUILDING A - DUMPSTER PLAN D

SCALE:

BUILDING A - DUMPSTER PLAN E

SCALE:

BUILDING A - DUMPSTER PLAN F

26’-4"

2’-0" 22’-4" 2’-0"

9’-4"

1’-6"

2’-8" 2’-4" 4’-0" 2’-4" 3’-8" 2’-4" 4’-0" 2’-4" 2’-8"

1’-2" 11’-8" 8" 11’-8" 1’-2"

1’-6"

2’-0"

5’-10"

8" 12’-6" 12’-6" 8"

11’-4" CLEAR

2’-0"

18’-0"

2’-0"

0’-0"

T.O. SLAB

7’-4"

T.O. MASONRY

0’-0"

T.O. SLAB

7’-4"

T.O. MASONRY

52’-8"

2’-0" 24’-4" 24’-4" 2’-0"

1’-0"

14’-0"

4’-4" 9’-8" 9’-8" 9’-8" 9’-8" 9’-8"

1’-4" 1’-4" 1’-4" 1’-4"

4’-4"

9’-8"

1’-0"

1’-0"

1’-2"

11’-8"

10"

1’-2"

11’-8"

10"

1’-2"

11’-8"

10"

10"

1’-6"

2’-4"

4’-0"

2’-4"

1’-6"

1’-2"

10"

1’-6"

2’-4"

4’-0"

2’-4"

1’-6"

1’-2"

10"

1’-6"

2’-4"

4’-0"

2’-4"

1’-6"

1’-2"

4’-4"

4’-4"

5’-10"

2’-0"

5’-10"

2’-0"

5’-10"

2’-0"

CULTURED STONE o/ 8" NOMINAL C.M.U. INSTALL DRAINAGE SCREENS AND METAL LATHE PER CULTURED STONE MANUF.’S SPEC’.S.

BOLLARD (SEE DETAIL J THIS SHEET)

CS-1

PT-2

MTL-1

PREFINISHED METAL (24 GA.) COPING

PT-1

1 1/2" METAL DECK o/ 2"x2"x1/4" GALV. STEEL TUBE FRAME

0’-0"

T.O. SLAB

7’-4"

T.O. MASONRY


CS-1

MTL-1


PT-2



PT-1

6" THIC

K, 4000 P

SI C

ONC. P

AD

w/ 6" x 6" - W

1.4 x W1.4 W

.W.F.

OVER 6" G

RAN

ULA

R (IN

SID

E

ENCLO

SURE)

8" THIC

K, 4000 P

SI C

ONC. P

AD w/

#4 REBAR A

T 12" O

.C. E

AC

H W

AY

o/ 6" GR

AN

ULA

R FILL (O

UTSID

E

ENCLO

SURE)


PT-1


PT-2

PT-1

GALVANIZED STEEL LATCH AND HORIZONTAL PIN. HORIZONTAL METAL PLATE TO BE WELDED TO METAL DECKING

PT-1



4"x4"x1/4" STEEL TUBE GATE POST

PT-1



PT-1

PT-1

CS-1

G/S

D-2.1

F/S

D-2.1

E/SD-1.1

C.J.C.J.C.J.

C.J. C.J.

REFER TO B/SD-2.1 FOR GATE DIMENSIONS, AS THEY MATCH


MTL-1

EXTERIOR MATERIAL FINISH KEY

MARK MANUFACTURER DESCRIPTION REMARKS

METAL

MTL-1

PAINT

PT-1 SHERWIN-WILLIAMS

DMI --

ST-1

--

--

’BEIGE’

PT-2 SHERWIN-WILLIAMS --

CULTURED STONE VENEER

CENTURIONMORTAR - CEMEX RC-53-C

’HONEYCOMB’

SW 6006 ’BLACK BEAN’

SW 6258 ’TRICORN BLACK’

CASTLE COLLECTION

COLOR #220 ’CALIFORNIA’

GENERAL NOTE:

ALL GALVANIZED STEEL USED IN THE CONSTRUCTION OF THE DUMPSTER

ENCLOSURE GATES SHALL HAVE A ’PAINT GRIP’ FINISH.

For

BEAN

Project

Nu

mber:

Modifies

Dra

win

g:

Dra

win

gN

um

ber:

Date:

J CA

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EAN

ARCHITE

CT4400 N

ORTH HIG

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The C

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Frantz R

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Dublin,

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17

The D

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.

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MA

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020

CornersThe

8’-8"

4" 8’-0" 4"

8’-0"

2’-8"

5’-4"

6’-5 3/8 "

FIBER CEMENT FASCIA

FIBER CEMENT PANEL SIDING w/ 1x2 FIBER CEMENT BATTEN (PT-1)

STANDING SEAM METAL ROOF (MTL-1)

HALO-ILLUMINATED CHANNEL LETTERING (MTL-2)

10"1’-4"

9"

6" 7’-0" 6"

1’-9" 1’-6" 4’-9"

8" 8’-0" 8"

EXTERIOR MATERIAL FINISH KEY

MARK MANUFACTURER DESCRIPTION REMARKS

METAL

MTL-1

PAINT

PT-1 SHERWIN-WILLIAMS

DMI --

ST-1

--

--

--

CULTURED STONE VENEER

CENTURIONMORTAR - CEMEX RC-53-C

’HONEYCOMB’

CASTLE COLLECTION

COLOR #220 ’CALIFORNIA’

CULTURED STONE VENEER (ST-1)

PREFINISHED METAL SILL FLASHING (MTL-3)

MTL-2 DMI --

MTL-3 DMI ’BEIGE’ --

INTERLOCK PANEL IL20’WEATHERED ZINC’

’MATTE BLACK’

SW 7005 ’PURE WHITE’

12

10

9

66

11

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8

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15

4

10

3

5

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7

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66

6

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9

9

SW

PB

PB

PB

PB

T

PB

PB

SMS

SMS

SMS

T

IRR

IRR

PB

PB

PB

PB

PB

PB

PB

FNT

PB

PB

PB

PB

PB

PB

PBPB

PB

PB

PB

PB

PB

PB

PB

PB

PB

PB

PB

18"AA-S169

L=5'-0"

24"-42"

AA-S169

L=7'

18 " AA -S169L= 5'- 0"

18"AA-S169L=5'-0"

8"- 10" AA- S169L= 2'- 0"

PB

P B

E AE A

E A

E A

E A

T

T

T

S

S

S

S

S

SP B P B

P BP BP B

P B

P B

P B

CTV

CTV

S

S

W

BFP

C

CC

C

CC

CC

PB

EA

10"

10"

10"

11"

24"

7. 5"

4 . 5"

4 . 5"

6"

8. 5"

14"

10"

12"

15"

10"

12"

12"

10.25"

24"

5 "

6"

13"

4 . 5"

4 "

10"

12"

9"

4 "

6"

5 "

4 "

9"

5 "

22"

4 "

11"

16"

3"

5. 5"

4 "

4 "

4 "

4 "

4 "

4 "

4 "

4 "

4 "

4 "

4 "

7. 5"

2"

8. 25"

5. 5"

6"

5. 5"

5. 5"

4 "

6. 25"

6. 25"

4 "

4 "

4 "

4 "

4 "

4 "

4 "

4 "4 "

4 "

4 "

4 "

4 "

4 "

4 "

4 "

pole mounted

camera

Pullbox for

Empty Conduit #8

861.19

860.52859.59


BEAN

BEAN

DRAWING NUMBER

FO

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DRAWING TITLE

5/2

1/2

020

9:43

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AM

C:\

Use

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Des

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TITLE SHEET

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NEW STRUCTURE FOR:


Dublin, Ohio 43017

The Corners - Pavilion










DURING THE PERFORMANCE OF WORK, THE GENERAL CONTRACTOR, AND ALLSUBCONTRACTORS, SHALL HAVE A FUL

bean the corners -building a · a-2.0c 4 a-2.0c 1 a-2.0c 3 note: dimensions are witnessed to...

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