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DeKalb C*rinfy404.371.2155 (o)

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A E FARTMET{T SF rT,,4N N { r{i G & SUSTAT ruAB T T,IT'Y

Clark Harison Building330 W. Ponce de Leon AveDecatur, GA 30030

Chief Executive OfficerDirector

Michael Thurmond Andrew A. Baker, AICpApplication for Certificate of Appropriateness

Date Received: Application No.:

Address or Subjecr property: 352 ? 0fAV) f+tq1 lF. .Appricanr luAN q-MiKtrt E-M,,r, fK,+|,liKr? @ sfuDlo}< .cnn

Appricant Phone{s): 1*O 3118 278 L Fax:Applicant's relationship to the owner: Owner E Architect: il ContractortBuilder/ather E

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404.377.2L55 {o)

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I Clark Harrison Building[ 330W.PoncedeLeonAveI Decatur, GA 30030UeKal

Authorization of a Second Party to Apply for a Certificate of Appropriateness

This form is required it the individual making the request is re! the owner of the property,

(l) / (we),Bernard & Virginie Kippelen

being (owner) (owners) of the property 352 Durand Falls Dr., DECATUR, cA 30030

hereby delegate authority 19 Mr. Juan Ramirez - Studio D+C, lnc.to file an application in (my) (ou$ behalf.

Flease tgviewlbe fol lowino inforfratisn

Approval of this Certificate of Appropriateness does nct release the recipient from compliance withall other pertinent county, state, and federal regulations.

Before making any changes to your approved plans, contact the preservation planner (4A$371- 2155).Some changes may falf within the scope of the existing approval, but other:s will require review by thepreservation commission. lf work is performed which is not in accordance with vour certificate, thePreservation Cornmission Will issue a cease and desist order_and you mav be subiect to other penaltiesincludinq monetary fines and/or required demolition of the non-conformino work.

If your project requires that the county issue a Certificate of Occupancy at the end of construction, thepreservation planner will need to inspect the completed project to ensure that the work has beencompleted in accord with the Certificate of Appropriateness. The review may be conducted either beforeor after your building inspection. lf you will be requiring a Certificate of Occupancy, please notify thepreservation planner when your project nears completion. lf the work as completed is rlgtjlhe game as thatapproved in the Certificate of Appronriateness vou will not receive a Certificate of Cccupancv. You mayalso be subject to other penalties including monetary fines and/or required demolition of the non-conforming work.

If you do not commence construction within twelve months of the date of approval, your Certificate ofAppropriateness will become void. You will need to apply for a new certificate if you still intend to do thework.

Please contact the preseruation planner, David Cullison $A4fi71-2155), if you have any questions.

07{21{2024

Signature of Owner/Date

Page 2 of I

Revised 1126117

1A 2.01

G0.01

APPLICABLE CODES

STATE AMENDMENTS.

AMENDMENTS.

AMENDMENTS.

AMENDMENTS.

AMENDMENTS.

ARCHITECTURAL SYMBOLS

ELEVATION SYMBOL

NUMBERELEVATION REFRENCE

ELEVATION IS DRAWNSHEET ON WHICH THE

1A 2.01

SECTIONSYMBOL

NUMBERSECTION/ DETAIL REFRENCE

SECTION/DETAIL IS DRAWNSHEET ON WHICH THE

1A 2.01

NUMBERELEVATION REFRENCE

ELEVATION IS DRAWNSHEET ON WHICH THE

ELEVATION SYMBOL

SCALE: 1/8"=1'-0"A 2.01

1 TITLE

DRWAING NAME SYMBOL

NUMBERDRAWING REFERENCE

DRAWING NAME

DRAWING SCALE

N

DRWAING NAME SYMBOL

NORTH

STATE AMENDMENTS.

PROJECT DESCRIPTION

LOCATION MAP

PROJECT TEAM

DRAWING INDEX

COVER SHEET

N

N.T.S.

ZONING SUMMARY

NO TREES WILL BE REMOVED.SOIL OR ROOT SYSTEMS OF EXISTING TREES .WILL NOT DESTROY OR DISTURB THE ADJACENT NOTE: THIS PROJECT RENOVATION/ADDITION

USE: DETACHED SINGLE-FAMILY DWELLING

INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION WITH GEORGIA

INTERNATIONAL RESIDENTIAL CODE (IRC), 2012 EDITION WITH GEORGIA

INTERNATIONAL FUEL GAS CODE (IFGC), 2012 EDITION WITH GEORGIA STATE

INTERNATIONAL MECHANICAL CODE (IMC), 2012 EDITION WITH GEORGIA STATE

INTERNATIONAL PLUMBING CODE (IPC), 2012 EDITION WITH GEORGIA STATE

INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2009 EDITION WITH

INTERNATIONAL FIRE CODE (IFC), 2012 EDITION WITH GEORGIA STATE

BACK SETBACK:

GEORGIA STATE SUPPLEMENTS AND AMENDMENTS.

NFPA NATIONAL ELECTRICAL CODE (NEC), 2014 EDITION

GEORGIA ACCESSIBILITY CODE- GAC 120-3-20, AS AMENDED

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

2012 NFPA 101 LIFE SAFETY CODE WITH ALL GEORGIA STATE AMENDMENTS

TOTAL LOT AREA: 23,092 SF

EXISTING TO REMAIN, WILL NOT CHANGE. 30'-0"

FRONT SETBACK:

EXISTING TO REMAIN, WILL NOT CHANGE. 40'-0"

IMPERVIOUS CALCULATIONS :

SEE A1.01 FOR PROPOSEDSEE A1.00 FOR EXISITING

KIPPELEN RESIDENCEPROJECT NAME : DECK REBUILD

ADDRESS : 352 DURANDFALLS DRIVE , DECATUR, GA 30030

REPLACEMENT AND ENLARGEMENT OF EXISTING DECKEXISTING STRUCTURE TO REMAIN.

WEB: www.studiod-c.comEMAIL: jramirez@ studiod d-c.comFAX: 404 377 9860CELL: 770 318 2782OFFICE:403 377 7346CONTACT: JUAN RAMIREZDECATUR , GA 30030309 WOODVIEW DRIVESTUDIO d+c, INC.

CONTRACTOR AND PROJECT DESIGNERS:

DECATUR, GA 30030352 DURAND FALLS DRIVEBERNARD & VIRGINIE KIPPELEN

OWNER:

WO

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RIDGEWOOD DR

DECATUR , GA 30030352 DURAND FALLS DRIVEPROJECT LOCATION:

ZONING: R-75 ( SINGLE-FAMILY RESIDENTAL)

SIDE SETBACK :

7'-6" -SEE PROPOSED SITE PLAN

A9.02 PHOTOS OF EXISTING STRUCTURE

A9.01 PHOTOS OF EXISTING STRUCTURE

A5.01 FOUNDATION / FRAMING PLAN- DECK

A4.01 NEW ELEVATIONS- DECK

A3.01 NEW PLAN - DECK

A2.01 EXISTING/ DEMOLITION PLAN- DECK

A1.01 PROPOSED SITE PLAN

A1.00 PROPERTY SURVEY

G0.01 COVER SHEET

Consultants

Sheet Number

Sheet Title

PRINTING & REVISIONS

Construction07/19/20 Released for

[email protected] 2782Decatur, GA 30030309 Woodview Drive

DE

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Documents07/19/20Construction

111

A1.00A 1.00 SEE GRAPHIC SCALE

SURVEYPROPERTY

PROPERTY SURVEY

Consultants

Sheet Number

Sheet Title




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111

A 1.01

A1.01

PROPOSED SITE PLAN SITE PLANPROPOSED

TO REMAINEXISTING STRUCTURE

TO REMAINEXIST.CONC. DRIVEWAY

TO REMAINWALK PATHSEXIST.SLATE

30' BSL

7.5' BSL

7.5' BSL

40' BSL

35'-10"

13'-0"

TO REMAINEXIST.CONC. PADS

PROJECT COVERAGE SUMMARY

IMPERVIOUS SURFACES PER SURVEY

SLATE WALK/ PAVERS: 565 SQF

CONC.DRIVEWAY &FRONT WALK: 2,330 SQF

FRONT PORCH/ STEPS: 51 SQF

HOUSE & GARAGE FOOTPRINT :2,462 SQF

WALLS/ TIMBER STEPS: 335 SQFREAR CONCRETE PADS:281 SQFEXIST. AC PAD:10 SQF

LOT SIZE: 23,092 SQFMAXIMUM LOTCOVERAGE ALLOWED: 8082 SQF ( 35%)

TO REMAINEXIST.AC UNIT

BE R

EPLA

CE

D

EXIS

T. D

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NEW SPA

NEW STEPS

NEW DECK

COMPOSITE DECK REPLACEMENT: 333 SQF

NEW COMPOSITE DECK & STEPS: 168 SQF TOTAL: 6535 SQF

TOTAL PROPOSED LOTCOVERAGE: 6535 SQF (28.3%)

SCALE: 1/32"=1'-0"

Consultants

Sheet Number

Sheet Title




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58

59

60

6

5

DU

RAN

D FALLS

DRIV

E 60' R/W

S40°10'07"

W

115.00'

S50°11'22"E220.00'

95.00'

N40°14'54"E

220.90'

S55°23'05"E

W

A2.01RELATED TO THE EXISTING STRUCTURE.ONLY. FIELD VERIFY ALL DIMENSIONS WHERE THEY INVOLVE OR AREDIMENSIONS SHOWN ON DRAWINGS ARE FOR INFORMATIONAL PURPOSE

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

1

EXISTING STRUCTURE TO REMAIN

EXIST. SLIDING DOOR TO REMAIN

A 2.01

PREPARE FOR NEW FOOTINGSAND STRUCTURE. REGRADE AS REQUIRED.REMOVE EXIST. COMPOSITE DECK

DEMOLITION PLAN- DECK

DECKDEMOLITION PLAN

PAD TO REMAINEXIST. CONCRETE

SLAB TO REMAINEXIST. CONCRETE

DURING CONSTRUCTIONPROTECT EXIST.LANDSCAPING

TO REMAINEXIST. BRICKWALL

TO REMAINAND CONCRETE PADEXIST. HVAC UNIT

Consultants

Sheet Number

Sheet Title




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

1

ELEVATIONSFLOOR PLANS &


W/ COMPOSITE DECKINGNEW DECK

(CO

MP

OSIT

E D

EC

KIN

G)

BE

NC

H

UP

(CO

MP

OSIT

E D

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KIN

G)

BE

NC

H

4' HANDRAIL/SCREEN4' HANDRAIL/SCREEN

PERGOLA

SC

RE

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ALL

EQ.

PLAN AT NEW DECK

1

1

2

2NEW FOOTINGS AS REQUIREDNEW PT STRUCTURE. PROVIDE NEW COMPOSITE DECK W/

2

2

EXIST. SLIDING DOOR TO REMAIN

3

3

3OF COMPOSITE DECKINGNEW BENCH MADE OUT

4

4OF COMPOSITE DECKINGNEW STAIRS MADE OUT

5 5

55

5

5 5

5

5 4X4 CEDAR COLUMNS- STAINED

6W/ INTERGARTED LIGHTINGCOMPOSITE DECKING BOARDSSCREEN WALL MADE OUT OF

66

1

AND STRUCTURE. REGRADE AS REQUIREDREMOVE EXIST. COMPOSITE DECK

2

A 4.01B

A 3.01

A 4.01

SLIDING DOORTO EDGE OF BENCH WIDTH

ALIG

N

VISABLEACCESSABLE &SIDE OF SPA

BY OWNERSPA (85"X85")

3' HANDRAIL

STEPSSPA ACCESS

OF SPA COVERFOR COVER PLACEMENTLEAVE GAP

MA

TC

H E

XIS

T.

DE

CK W

IDT

H

MATCH EXIST. DECK LENGTH

TO REMAINEXISTING CONCRETE SLAB

ALIGN

EXIST. CONCRETE SLAB

UNIT TO REMAINEXISTING HVAC

8'-0"

18"

18"

EXIS

T.

CO

NC

RE

TE S

LA

B

SPA COVER STORAGE

EQ.

EQ.

9'-2"

2'-0 1/2"

Consultants

Sheet Number

Sheet Title




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

1

ELEVATIONSFLOOR PLANS &


OF DECK 4" BELOW EXIST. DECKDROP NEW FF HEIGHT

REGRADE AS REQUIRED

1AND STRUCTUREREMOVE EXIST. COMPOSITE DECK

2NEW FOOTINGS AS REQUIREDNEW PT STRUCTURE. PROVIDE NEW COMPOSITE DECK W/

3OF COMPOSITE DECKINGNEW BENCH MADE OUT

4OF COMPOSITE DECKINGNEW STAIRS MADE OUT

5 4X4 CEDAR COLUMNS- STAINED

6

W/ COMPOSITE DECKINGNEW DECK

1 2

2 2

33

EXIST. CONCRETE SLAB

1'-6"

3'-0"

HEIG

HT O

F S

PA

PLACEMENT.EXPOSED FOR SPA COVERTOP RIM OF SPA

6

6

4'-0"

5 5

ALIGN

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

2 ELEVATION AT NEW DECK

5 5 5 5

A 4.01

A 4.01

VISABLEACCESSABLE &SIDE OF SPA

STEPSPA ACCESS

PERGOLA W/ CEDAR SLATS, STAINED

PERGOLA W/ CEDAR SLATS, STAINED

6'-0"

TBD IN FIELD)SLATS (SIZE AND SPACINGSCREENWALL W/ CEDAR

3'-0"

6'-0"

TBD IN FIELD)SLATS (SIZE AND SPACINGSCREENWALL W/ CEDAR

18"

PLACEMENTFOR COVERLEAVE GAP

2

LIGHTINGTBD IN FIELD) W/ INTERGRATED CEDAR SLATS ( SIZE AND SPACINGSCREEN WALL

CLOSE ARE BELOW DECKCEDAR SLATS SCREEN TO

SECTION/ ELEVATION AT NEW DECK

Consultants

Sheet Number

Sheet Title




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

1


UP

PERGOLA

EQ.

1

1

2

2

2

2

3

3

3

4

4

5 5

55

5

5 5

5

5

6

A 5.01

BY OWNERSPA (85"X85")

MA

TC

H E

XIS

T.

DE

CK W

IDT

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MATCH EXIST. DECK LENGTH

TO REMAINEXISTING CONCRETE SLAB

EXIS

T.

CO

NC

RE

TE S

LA

B

EQ.

EQ.

FOUNDATION/FRAMING PLAN AT NEW DECK

#4 VERTICAL 2'-0" O.C ON WALL 2 # 4 REBAR @ FOOTER18" DEEP OVER A 12 X 12 FOOTER.8 INCH, 3000 PSI CONCRETE WALL.

TRUSS-PLY SCREW.22" x 2-15/16" SDW (2) 2X10 RIM JOIST.

BRIDGSTRUCTURAL JOIST. SOLIDTAPE PROTECT TAPE ON ALL 2X10 PT. FLOOR JOIST 16" O.C

ABA44Z SIMPSON BASE4X4 PT/CEDAR POST ON

4 4 4

4

4 44

4

4

4

4

4

4

3

GROUND. 3000 PSI CONCRETE12" SONOTUBE 20 INCH BELOW

GROUND. 3000 PSI CONCRETE12" SONOTUBE 20 INCH BELOW

5555 3

33

FRAMING PLANFOUNDATION/

Consultants

Sheet Number

Sheet Title




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352 Durand Falls Drive COA ApplicationG001-Default-000a0100-Default-000a0101-Default-000a0201-Default-000a0301-Default-000a0401-Default-000a0501-Default-000color 902 testcolor901 test