DEPARTMENT OF PLANNING SUSTAINABILITY Michael ......PERFORMED ALL WORK INCLUDED IN CONTRACT AND A FINAL CERTIFICATE OF PAYMENT HAS BEEN ISSUED BY THE ARCHITECT. 22 PROVIDE ALL FIREBLOCKING,

DEPARTMENT OF PLANNING & SUSTAINABILITY

Page 1 of 8

404.371.2155 (o) 404.371.4556 (f) DeKalbCountyGa.gov

Clark Harrison Building 330 W. Ponce de Leon Ave Decatur, GA 30030

Application for Certificate of Appropriateness

Date Received: ___________________________ Application No.: ________________________________ Address of Subject Property: ________________________________________________________________________________ Applicant: _________________________________________________ E-Mail:_____________________________________

Applicant Mailing Address: _________________________________________________________________________________

_______________________________________________________________________________________________________

Applicant Phone(s): ______________________________________________ Fax: ________________________________ Applicant’s relationship to the owner: Owner Architect: Contractor/Builder Other ____________________________

*************************************************************************************************************************** Owner(s): _____________________________________________________ E-Mail:_________________________________

_____________________________________________________ E-Mail:__________________________________

Owner(s) Mailing Address: __________________________________________________________________________________

_______________________________________________________________________________________________________

Owner(s) Telephone Number: _______________________________________________________________________________ Approximate age or date of construction of the primary structure on the property and any secondary structures affected by this project: __________________________________________________ Nature of work (check all that apply): New construction Demolition Addition Moving a building Other building changes New accessory building Landscaping Fence/Wall Other environmental changes Sign installation or replacement Other Description of Work:

_______________________________________________________________________________________________________

_______________________________________________________________________________________________________

_______________________________________________________________________________________________________

_______________________________________________________________________________________________________

_______________________________________________________________________________________________________

This form must be completed in its entirety before the Planning Department accepts it. The form must be accompanied by supporting documents (plans, material, color samples, photos, etc.). Provide eight (8) collated sets of the application form and all supporting documentation. If plans/drawings are included, provide eight (8) collated sets on paper no larger than 11” x 17” and three (3) additional sets at scale. All documents submitted in hard copy must also be submitted in digital form (.pdf format). All relevant items from the application checklist must be addressed. An application which lacks any of the required attachments shall be determined incomplete and will not be accepted.

_________________________________________ Signature of Applicant/Date

Revised 1/26/17

Chief Executive Officer

Michael Thurmond

Director

Andrew A. Baker, AICP

975 BRIARCLIFF ROAD NE

Levi A Salazar, RA, LEED AP [email protected]

1954 Airport Road, Suite 141, Chamblee, GA

(404) 822-4291

[email protected]

THE DEMOLITION OF AN EXISTING 450 SF GARAGE AND 275 SF SHED. THEN THE CONSTRUCTION OF A 995 SF THREE CAR GARAGE. THE GARAGE WILL CONSIST OF A CONCRETE BLOCK FOUNDATION WITH WOOD FRAMING ABOVE. THE EXTERIOR MATERIALS SHALL BE BRICK, STUCCO AND WOOD BATTENS TO MATCH EXISTING HOUSE.

Victoria Teodorescu

975 Briarcliff Road NE, Atlanta, GA

(646) 717-1536

1922

CONCRETE

EARTH

GRAVELTILE

GYPSUM WALL BOARD

PLYWOOD

ARCHITECTURAL SHINGLE

STONE VENEER(IN ELEVATION)

METAL ROOFING

MASONRY OR STONE(IN SECTION)

SPRAY FOAM INSULATION

EXTERIOR SHEATHING

WOOD(IN SECTION)

WOOD FLOORING

BRICKBRICK SOLDIER COURSE

85

75/85

PONCE DE LEON

BRAI

RCLI

FFM

OR

ELAN

DFREEDOM PARKWAY

NORTH AVE

PROJECT SITE

DECATUR

COPYRIGHT 2019 SOLATECT DESIGN + BUILD, LLC.THIS DOCUMENT IS THE PROPERTY OF SOLATECT

DESIGN + BUILD, LLC. AND NO PART HEREIN SHALL BE USED FOR ANY PURPOSE WITHOUT THE WRITTEN

CONSENT OF SOLATECT DESIGN + BUILD, LLC.

1954 Airport Road, Suite 141Chamblee, GA 30341

(404) [email protected]

www.solatect.com

SDB PROJECT #: ISSUE DATE:

SHEET #:

DRAWN BY: CHECKED BY:

NO. DESCRIPTION DATE

1 9/10/2019DESIGN DEVELOPMENT

2 9/24/2019HISTORIC DISTRICT REVIEW

9/24/2019

A0.11916 9/20/2019

COVER SHEET

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GENERAL NOTES1 THE TERM "ARCHITECT" SHALL MEAN SOLATECT DESIGN + BUILD, LLC2 THE TERM "OWNER" SHALL MEAN VICTORIA TEODORESCU3 THE CONTRACTOR SHALL POST ALL BONDS REQUIRED BY THE CITY OR COUNTY AND OBTAIN ALL

NECESSARY CONSTRUCTION PERMITS.4 ACCEPTANCE OF THE WORK BY ANY CONTRACTOR, IT IS UNDERSTOOD THAT THE CONTRACTOR

HAS READ THE GENERAL NOTES AND IS AN AGREEMENT WITH ALL THEIR INTENT.5 ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, CITY CODES &

ORDINANCES, INCLUDING ZONING.SHOULD A CONFLICT OCCUR BETWEEN THE IRC AND THEDRAWINGS, THE IRC SHALL GOVERN.

6 IT IS UNDERSTOOD THAT THE OWNER MAY BE PURCHASING AND/OR INSTALLING MATERIALS,EQUIPMENT, APPLIANCES AND FURNISHING UNDER SEPARATE CONTRACTS WITHOUT A MARKUP.THE CONTRACTOR SHALL COOPERATE WITH THE OWNER TO ALLOW THE DELIVERY ANDINSTALLATION OF SUCH MATERIALS, EQUIPMENT AND FURNISHINGS BY OTHER CONTRACTORSAND SUPPLIERS WHICH MAY COMMENCE PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THEOWNER SO AS TO ASSURE THE EARLIEST POSSIBLE COMPLETION DATE.

7 ALL DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE FOUNDATION OR WOOD FRAMINGUNLESS OTHERWISE NOTED.

8 ALL CONDITIONS AND DIMENSIONS SHALL BE VERIFIED IN FIELD PRIOR TO THE START OFFABRICATION OR CONSTRUCTION.

9 THESE DRAWINGS ARE NOT TO BE SCALED, IF THE REQUIRED DIMENSIONS OR INFORMATIONCANNOT BE FOUND HEREIN, THE ARCHITECT SHALL BE REQUESTED TO INTERPRET THEDOCUMENTS, AND HIS INTERPRETATIONS SHALL BE FINAL AND ENDING

10 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCY ON THEDRAWINGS OR THE UNCOVERING OF HIDDEN CONDITIONS WHICH AFFECT THE WORK.

11 DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFICDIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT FORCLARIFICATION.

12 ALL DISSIMILAR MATERIALS SHALL BE ISOLATED.13 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST AND RECEIVE APPROVAL

OF ANY COMPLETED PHASE OF WORK FROM THE CITY OR COUNTY INSPECTIONS BEFOREPROCEEDING TO THE NEXT PHASE OF CONSTRUCTION.

14 THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL WARRANT ALL WORK FOR APERIOD OF ONE (1) YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION.

15 DO NOT SUBSTITUTE, REVISE OR CHANGE THE WORK WITHOUT A WRITTEN DIRECTIVE FROM THEARCHITECT OR OWNER.

16 ALL DEFECTIVE WORKMANSHIP AS DETERMINED BY A GOVERNING AGENCY, ARCHITECT,INTERIOR DESIGNER OR OWNER SHALL BE REMOVED AND REPLACED IMMEDIATELY WITHOUTADDITIONAL COST TO THE OWNER UPON WRITTEN NOTIFICATION BY THE OWNER.

17 THE GENERAL CONTRACTOR AND SUB CONTRACTORS SHALL FURNISH SUFFICIENT MATERIALS, EQUIPMENT AND MAN POWER SO AS TO MAINTAIN THE PROJECT SCHEDULE AT ALL TIMES.

18 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PROJECT SITE FREE FROM ACCUMULATION OFWASTE MATERIAL OR RUBBISH ARISING OUT OF OPERATIONS AT ALL TIMES.

19 THE CONTRACTOR SHALL BE PAID PROGRESS PAYMENT MONTHLY AS WORK PROGRESSES. THECONTRACTOR SHALL SUBMIT AIA DOC G702 AS THE PAYMENT APPLICATION. THE CONTRACTOR

SHALL SUBMIT THE PAYMENT APPLICATION TO THE ARCHITECT ON THE LAST BUSINESS DAY OFTHE MONTH.

20 SUBCONTRACTOR AND CONTRACTOR LIEN WAIVERS SHALL ACCOMPANY EACH PAYMENTAPPLICATION PRIOR TO FINAL PAYMENT. CONTRACTORS SHALL SUBMIT IT'S OWN FINAL LIENWAIVER ALONG WITH FINAL LIEN WAIVERS FOR EVERY SUBCONTRACTOR.

21 THE FINAL PAYMENT CONSTITUTING THE ENTIRE UNPAID BALANCE OF THE CONTRACT SUM SHALLBE MADE BY THE OWNER TO THE CONTRACTOR WHEN THE CONTRACTOR HAS FULLYPERFORMED ALL WORK INCLUDED IN CONTRACT AND A FINAL CERTIFICATE OF PAYMENT HASBEEN ISSUED BY THE ARCHITECT.

22 PROVIDE ALL FIREBLOCKING, DRAFTSTOPS AND FIRESTOPS PER IBC REQUIREMENTS.23 ANY PERSON UNDER THE INFLUENCE OF ALCOHOL OR ILLEGAL DRUGS SHALL BE REMOVED

FROM OR REFUSED ADMITTANCE TO THE SITE.24 NO FIREARMS OR WEAPONS SHALL BE ALLOWED ON THE SITE.

PROJECT DESCRIPTIONTHE DEMOLITION OF AN EXISTING 450 SF GARAGE AND 275 SF SHED. THEN THE CONSTRUCTION OF A 995 SF THREE CAR GARAGE. THE GARAGE WILL CONSIST OF A CONCRETE BLOCK FOUNDATION WITH WOOD FRAMING ABOVE. THE EXTERIOR MATERIALS SHALL BE BRICK, STUCCO AND WOOD BATTENS TO MATCH EXISTING HOUSE.

APPLICABLE CODES

PROJECT TEAM

2012 INTERNATIONAL RESIDENTIAL CODE WITH LOCAL AMENDMENTS

2009 INTERNATIONAL ENERGY CODE WITHLOCAL AMENDMENTS

OWNER:VICTORIA TEODORESCU975 BRIARCLIFF ROAD NEATLANTA, GA 30306(646) [email protected]

ARCHITECT:LEVI A. SALAZAR, RA, LEED APSOLATECT DESIGN + BUILD, LLC1954 AIRPORT ROAD, SUITE 141 CHAMBLEE, GA 30341(404) [email protected]

CONTRACTOR:JONATHAN BALMACEDAR.A.I. / ALL AROUND CONSTRUCTION5251 LANFORD SPRINGS CTLILBURN, GA 30047(678) [email protected]

DRAWING LISTA0.1 COVER SHEETA1.1 EXISTING SITE PLANA1.2 NEW SITE PLANA2.1 GARAGE PLANSA3.1 GARAGE ELEVATIONSA4.1 EXISTING PICTURES & PROPOSED

PERSPECTIVES

BRIARCLIFF GARAGE 975 BRIARCLIFF ROAD NE

ATLANTA, GA 30306

MATERIAL LEGEND

CLASS: R3ZONING: R-85HISTORIC DISTRICT: DRUID HILLS HISTORIC DISTRICT

PARCEL ID: 18 001 05 028LOT: 50BLOCK: 3LAND LOT: 1COUNTY: DEKALB

BUILDING SETBACKS:FRONT AVERAGESIDE 8.5 FTREAR 40 FT

TOTAL SITE AREA 45,676.16 SF / 1.049 ACRES

MAX ALLOWABLE LOT COVERAGE: 35% / 15,986.66 SF / 0.367 ACRESEXISTING LOT COVERAGE: 13.3% / 6,080.75 SF / 0.139 ACRES

PROPOSED LOT COVERAGE: 14.7% / 6,733.6 SF / 0.154 ACRES

NOTE: NO WATERS OF THE STATE EXIST WITHIN 100 FEET OF THE DISTURBED AREA.

SITE INFORMATION

PROJECT LOCATION

984

986

988

990

986

988

990

992

994

996

998

1000

1002

1004

1006

1008

1010

992

994

996

998

1000

1002

1004

1006

1008

1010

1012

1012

1014

1014

1016

1016

46" HW

10" HW

17" HW

29" HW

11" HW

18" HW

8" MGN

8" HW

7" MGN

7" HW

13" HW

14" HW

26" HW26" HW

DEMO EXISTINGGARAGE

DEMO SHED

EXISTINGHOUSE

15" HW25" HW

7" MGN

10" HW6" HW

38" HW

EXISTING CHICKENCOOP


EXISTING SIDEWALK

EXISTING DRIVEWAY

EXISTING PORCH

EXISTING DECK

BRIA

RCLI

FF R

OAD

NE

S 68°06'58" E 468.71'

S 34

°02'2

5" W

101

.85'

N 68°09'04" W 447.54'

N 22

°01'

39" E

99.

84'

9" HW

15" HW

26" HW

42" HW

15" HW

15" HW26" HW

9" HW

8" HW

41" HW

SETBACK

40' - 0"

8' -

6"

8' -

6"

8" HW10" HW

42" HW

33" HW

7" PN

6" PN7" PN

6" PN9" PN

22" HW

EXISTINGHOUSE

9' -

6"

EXISTING DRIVEWAY

EXISTING GATE

EXISTING NEIGHBOR'SHOUSE

EXISTING CHURCH

EXISTING NEIGHBOR'SGARAGE

SETBACK

50' - 0"

SETB

ACK

8' -

6"

SETB

ACK

8' -

6"






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SHEET #:





9/24/2019

A1.11916 9/20/2019

EXISTING SITE PLAN

LAS LAS

BRIA

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5 BR

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NTA

, GA

303

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1" = 20'-0"1 SITE - EXT

N

S

EW

N

0 40 60 8020

GRAPHIC SCALE

984

986

988

990

986

988

990

992

994

996

998

1000

1002

1004

1006

1008

1010

992

994

996

998

1000

1002

1004

1006

1008

1010

1012

1012

1014

1014

1016

1016

10" HW

17" HW

29" HW

11" HW

18" HW

8" MGN

8" HW

7" MGN

7" HW

13" HW

14" HW

26" HW26" HW

15" HW25" HW

7" MGN

10" HW6" HW

38" HW


EXISTING SHED(TO REMAIN)

EXISTING SIDEWALK

EXISTING DRIVEWAY

EXISTING PORCH

EXISTINGHOUSE

NEW GARAGE

EXISTING DECK

NEW CONCRETEDRIVEWAY SLAB

BRIA

RCLI

FF R

OAD

NE

S 68°06'58" E 468.71'

S 34

°02'2

5" W

101

.85'

N 68°09'04" W 447.54'

N 22

°01'

39" E

99.

84'

BRIA

RCLI

FF R

OAD

NE

S 68°06'58" E 468.71'

S 34

°02'2

5" W

101

.85'

N 68°09'04" W 447.54'

N 22

°01'

39" E

99.

84'

26" HW

15" HW

15" HW26" HW

9" HW

8" HW

41" HW

8" HW10" HW

42" HW

33" HW

TREE PROTECTIONFENCE

46" HW6.6% DISTURBEDTREE

PROTECTIONFENCE

TYPE 'C' SILTFENCE W/ POSTS@ 4'-0" O.C. MAX.



DEMO EXISTING GARAGE

DEMO EXISTING SHED

SETB

ACK

8' -

6"

SETBACK

40' - 0"

SETB

ACK

8' -

6"

7" PN

6" PN7" PN

6" PN9" PN

22" HW

EXISTING GATE

EXISTING NEIGHBOR'SHOUSE

EXISTING CHURCH

EXISTING NEIGHBOR'SGARAGE






www.solatect.com


SHEET #:





9/24/2019

A1.21916 9/20/2019

NEW SITE PLAN

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1" = 20'-0"1 SITE - NEW

N

S

EW

N

SITE INFORMATION:CLASS: R3ZONING: R-85HISTORIC DISTRICT DRUID HILLS HISTORIC DISTRICT

PARCEL ID: 18 001 05 028

BUILDING SETBACKS:FRONT AVERAGESIDE 8.5 FTREAR 40 FT

TOTAL SITE AREA 45,676.16 SF / 1.049 ACRES

MAX ALLOWABLE LOT COVERAGE: 35% / 15,986.66 SF / 0.367 ACRESEXISTING LOT COVERAGE: 13.3% / 6,080.75 SF / 0.139 ACRES

PROPOSED LOT COVERAGE: 14.7% / 6,733.6 SF / 0.154 ACRES

NOTE: NO WATERS OF THE STATE EXIST WITHIN 100 FEET OF THE DISTURBED AREA.

EROSION CONTROL NOTES:1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED

BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR CONCURRENT WITH LAND-DISTURBING ACTIVITIES.

2. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURE SHALLLL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

3. DISTURBED AREA LEFT IDLE FOR 14 DAYS SHALL BE STABILIZED WITH TEMPORARY VEGETATION AND MULCH DISTURBED AREA REMAINING IDLE 30 DAYS SHALL BE STABILIZED WITH PERMANENT VEGETATION.

4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN AND REPAIRED AS NECESSARY.

5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DETERMINED NECESSARY BY ON-SITE INSPECTION.

SILT FENCE:1. SILT FENCE SHALL BE TYPE 'C' AS PER THE MANUAL FOR EROSION

AND SEDIMENT CONTROL IN GEORGIA AND BE WIRE REINFORCED.

STONE CONSTRUCTION EXIT:1. CRUSHED STONE CONSTRUCTION EXIT SHALL BE A MIN 6" IN

DEPTH WITH A GEOTEXTILE UNDERLINER.

2. CRUSHED STONE SHALL BE N.S.A. R-2 (1.5" - 3.5") COARSE AGGREGATE.

3. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OR MUD ONTO PUBLIC RIGHT OF WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 1.5" - 3.5" STONE.

4. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES OR SITE ONTO ROADWAYS, OR INTO STROM DRAINS MUST BE REMOVED IMMEDIATELY.

TREE PROTECTION:1. FOLLOW EXACT RECOMMENDATIONS FROM ARBORIST.

2. PROVIDE ACTIVE PROTECTION CONSISTING OF 2" X 2" POSTS WITH 4 FT HIGH ORANGE POLYETHYLENE LAMINAR SAFETY NETTING WITH POSTS TO PROTECT ALL HEALTHY TREES.

TEMP GROUND COVER:1. BAHA, WILMINGTON, 60 LBS / ACRE

2. BERMUDA, COMMON, 10 LBS / ACRES

3. STRAW OR HAY, 2 1/2" TONS / ACRE, 6" - 10"

0 40 60 8020

GRAPHIC SCALE

A3.1

1

24' - 0" 14' - 0"

1' - 4" 1' - 4" 1' - 11" 1' - 11"

2' -

0"

27' -

4"

A3.1 2

A3.1

3

A3.14

2' -

0"

NEW CONCRETE DRIVEWAY

25' -

9 1

/2"

36' - 5 1/2"

38' - 0"

23' -

2 1

/4"

EQEQ

EQEQ

GARAGE LIFT

A3.1

1

A3.1 2

A3.1

3

A3.14

NEW CONCRETE DRIVEWAY

GARAGE LIFT

9" / 12" 9" / 12"

6" /

12"

6" /

12"

6" / 12"






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9/24/2019

A2.11916 9/20/2019

GARAGE PLANS

LAS LAS

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1/4" = 1'-0"1 GARAGE LEVEL - NEW1/4" = 1'-0"2 GARAGE ROOF

0 8 12 164

GRAPHIC SCALE

GARAGE LEVEL1006' - 0"

T.O. WALL1018' - 4 1/2"

12' -

4 1

/2"

BRICK VENEER

GARAGE DOOR

SOLDIER COURSEBRICK HEADER

2 x 10 TRIMBAND

STUCCO TO MATCHEXISTING HOUSE

1 x 8 TRIM BOARD

1 x 4 FASCIA TRIMOVER 2 x 8 RAFTERS

9" / 12" 9" / 12"

BRICK VENEER

GARAGE DOOR


1 x 8 TRIM BOARD

BRICK WATER TABLE

1 x 10 TRIMBOARD

ARCHITECTURALCOMPOSITE ROOF

SHINGLES TO MATCHEXISTING HOUSE

22' -

2 3

/4"

6" /

12"


T.O. WALL1018' - 4 1/2"

BRICK VENEER


1 x 8 TRIM BOARD

BRICK WATER TABLE

1 x 10 TRIMBOARD

ARCHITECTURALCOMPOSITE ROOF

SHINGLES TO MATCHEXISTING HOUSE

PREFINISHED METALGUTTER 9"

/ 12

"


T.O. WALL1018' - 4 1/2"

BRICK VENEER

GARAGE DOOR

SOLDIER COURSEBRICK HEADER

2 x 10 TRIMBAND


1 x 8 TRIM BOARD

1 x 4 FASCIA TRIMOVER 2 x 8 RAFTERS

BRICK VENEER

GARAGE DOOR


1 x 8 TRIM BOARD

BRICK WATER TABLE

1 x 10 TRIMBOARD

ARCHITECTURALCOMPOSITE ROOFSHINGLES TO MATCHEXISTING HOUSE

9" / 12"

9" / 12"

6" /

12"


T.O. WALL1018' - 4 1/2"

BRICK VENEER


1 x 8 TRIM BOARD

BRICK WATER TABLE

1 x 10 TRIMBOARD

ARCHITECTURALCOMPOSITE ROOFSHINGLES TO MATCHEXISTING HOUSE

PREFINISHED METALGUTTER

6" /

12"

9" /

12"

9" /

12"






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9/24/2019

A3.11916 9/20/2019

GARAGE ELEVATIONS

LAS LAS

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1/4" = 1'-0"1 GARAGE FRONT1/4" = 1'-0"2 GARAGE MAIN SIDE

1/4" = 1'-0"3 GARAGE BACK1/4" = 1'-0"4 GARAGE BACK SIDE

0 8 12 164

GRAPHIC SCALE






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SHEET #:





9/24/2019

A4.11916 9/20/2019

EXISTING PICTURES &PROPOSED

PERSPECTIVES

LAS LAS

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Documents

DEPARTMENT OF PLANNING SUSTAINABILITY Michael ......PERFORMED ALL WORK INCLUDED IN CONTRACT AND A FINAL CERTIFICATE OF PAYMENT HAS BEEN ISSUED BY THE ARCHITECT. 22 PROVIDE ALL FIREBLOCKING,