Krista Soh - Work Sample

Krista Soh Architectural Designer

Hand drafting capabilites and experiential shading graphite on paper The HUB, Fall 2018, Studio I

Revit modelling, experiental views, section, and component layouts computer modelling Eames House Recreation + Extension, Sculpture, Spring 2020, Arch. Representation VI

(201) 994.6181 krista.soh@gmail.com

Krista Soh Architectural Designer

PARTIAL ELEVATION - SOUTH 1/4” = 1’-0” SCALE

(201) 994.6181 krista.soh@gmail.com

Hand modelling has a strong inlfuence on finalizing the facade experience left: massing model - basswood, matboard; right: partial elevation - digial drafting and coloring Trolley Housing/Branch Library, Winter 2020, Studio V

Concept model carries key traits into presentation facade left: concept model - basswood, matboard, chipboard; right: elevation - digial drafting, rendering South Philadelphia Rowhouse Development, Fall 2019, Studio IV

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EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH.

EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH. LEASE LINE

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1A A3.1

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OPEN TO BEYOND OPEN TO BEYOND

(N) LIGHT FIXTURE @ 8'-6" A.F.F..

(N) LIGHT FIXTURE @ 8'-6" A.F.F..

(N) LIGHT FIXTURE @ 8'-6" A.F.F..

EXISTING STOREFRONT GLAZING SYSTEM TO REMAIN. G.C. TO PROTECT AS REQUIRED DURING CONSTRUCTION. EXISTING STOREFRONT GLAZING SYSTEM TO REMAIN. G.C. TO PROTECT AS REQUIRED DURING CONSTRUCTION. EXISTING STOREFRONT GLAZING SYSTEM TO REMAIN. G.C. TO PROTECT AS REQUIRED DURING CONSTRUCTION.

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

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1A A3.1

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12 A2.2 12 A2.2 12 A2.2

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(E) ELECTRICAL PANEL TO REMAIN. G.C. TO PROTECT DURING EXTENT OF CONSTRUCTION.

(E) ELECTRICAL PANEL TO REMAIN. G.C. TO PROTECT DURING EXTENT OF CONSTRUCTION.

(E) ELECTRICAL PANEL TO REMAIN. G.C. TO PROTECT DURING EXTENT OF CONSTRUCTION.

(WD-1)

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X (WD-1) A1.X (WD-1)

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(WD-1)(MTL-1) X A1.X (WD-1)

X (MTL-5) (WD-1) A1.X (MTL-5) (WD-1)

1C (MTL-5) A3.1

(MTL-5) 1C (WD-1) A3.1

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EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH.

(PT-4)

EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH.

1C A3.1

(N) ARTWORK @ 4'-0" A.F.F. PROVIDED BY VENDOR AND INSTALLED BY G.C.

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EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH.

(BRK-3)

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EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH.

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EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH.

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(N) ARTWORK @ 4'-0" A.F.F. PROVIDED BY VENDOR AND INSTALLED BY G.C.

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(N) ARTWORK @ 4'-0" A.F.F. PROVIDED BY VENDOR AND INSTALLED BY G.C.

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EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH.

1B A3.1

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(N) ILLUMINATED "TO GO" SIGN PROVIDED BY VENDOR AND INSTALLED

BY G.C. G.C. TO PROVIDE POWER AND F.R.T. BLOCKING AS REQUIRED. (N) ILLUMINATED "TO GO" SIGN PROVIDED BY VENDOR AND INSTALLED

BY G.C. G.C. TO PROVIDE POWER AND F.R.T. BLOCKING AS REQUIRED. (N) ILLUMINATED "TO GO" SIGN PROVIDED BY VENDOR AND INSTALLED

BY G.C. G.C. TO PROVIDE POWER AND F.R.T. BLOCKING AS REQUIRED.

7'-0" - A.F.F. B.O. (N) GYP. BD. HEADER

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7'-0" - A.F.F. B.O. (N) GYP. BD. HEADER 7'-0" - A.F.F. B.O. (N) GYP. BD. HEADER 0'-0" - A.F.F. FINISHED FLOOR 0'-0" - A.F.F. FINISHED FLOOR 0'-0" - A.F.F. FINISHED FLOOR

2 INTERIOR ELEVATION 2 INTERIOR ELEVATION 2 INTERIOR ELEVATION

13'-10" - A.F.F. B.O. (E) CONCRETE DECK 13'-1" - A.F.F. 13'-10" - A.F.F. B.O. (E) CONCRETE BEAM B.O. (E) CONCRETE DECK 11'-7" A.F.F. 13'-1" A.F.F. B.O. (E)- CONCRETE BEAM B.O. (E) CONCRETE BEAM 13'-10" - A.F.F. 9'-8 1/4" - A.F.F. 11'-7" A.F.F. B.O. (E)- CONCRETE DECK T.O. (E) B.O. (E)- STOREFRONT CONCRETE BEAM 13'-1" A.F.F. B.O. (E) CONCRETE 9'-8 1/4" - A.F.F. BEAM 11'-7" A.F.F. T.O. (E)- STOREFRONT B.O. (E) CONCRETE BEAM 9'-8 1/4" - A.F.F. T.O. (E) STOREFRONT

0'-0" - A.F.F. FINISHED FLOOR - 0'-7 1/2" - A.F.F. 0'-0" - A.F.F. BELOW FINISHED FLOOR FINISHED FLOOR - 0'-7 1/2" - A.F.F.

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4'-1114" -4'-11 A.F.F.14" - A.F.F. 4'-1114" - A.F.F.

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EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH.

1A A3.1

EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH.

HARDWARE SCHEDULE ON SHEET C2.0 FOR MORE INFORMATION.

(N) ENTRY DOOR6AND HARDWARE. SEEA1.2 DOOR HARDWARE SCHEDULE ON SHEET C2.0 FOR MORE (N) ENTRY DOOR AND INFORMATION. 6 HARDWARE. SEEA1.2 DOOR HARDWARE SCHEDULE ON SHEET C2.0 FOR MORE INFORMATION. (N) ENTRY DOOR AND HARDWARE. SEE DOOR

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BELOW FINISHED FLOOR 0'-0" - A.F.F. FINISHED FLOOR - 0'-7 1/2" - A.F.F. BELOW FINISHED FLOOR

4 INTERIOR ELEVATION 4 INTERIOR ELEVATION

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4 INTERIOR ELEVATION

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8'-0" - A.F.F. 8'-0" - A.F.F. 8'-0" - A.F.F.

13'-10" - A.F.F. B.O. (E) CONCRETE DECK 13'-1" - A.F.F. 13'-10" - A.F.F. B.O. (E) CONCRETE BEAM B.O. (E)- CONCRETE DECK 10'-6" A.F.F. 13'-1" B.O. (N)- A.F.F. GYP. BD. SOFFIT B.O. (E) CONCRETE 9'-8 1/4" - A.F.F. BEAM 13'-10" - A.F.F. 10'-6" A.F.F. T.O. (E)- STOREFRONT B.O. CONCRETE DECK B.O. GYP. BD. SOFFIT 9'-0"(N) - -A.F.F. 13'-1" A.F.F. 9'-8 1/4" - A.F.F. B.O. (N) GYP. BD. CEILING B.O. (E) CONCRETE BEAM T.O. (E)- STOREFRONT 10'-6" A.F.F. 6'-11 -1/2" 9'-0" A.F.F.- A.F.F. B.O. (N) GYP. BD. SOFFIT T.O. (E) DOOR B.O. (N) ENTRY GYP. BD. CEILING 9'-8 1/4" - A.F.F. T.O. (E)1/2" STOREFRONT 6'-11 - A.F.F. 9'-0" - A.F.F. T.O. (E) ENTRY DOOR NEW HANDRAIL TO BE PROVIDED B.O. GYP. BD.BYCEILING AND(N) INSTALLED G.C. G.C. TO PROVIDE SHOP DRAWINGS FOR 6'-11TOROS 1/2" - A.F.F. DOS REVIEW/APPROVAL. NEW HANDRAIL TO BE PROVIDED T.O. (E) ENTRY DOOR SEE X/A1.X ANDDETAIL INSTALLED

BY G.C. G.C. TO PROVIDE SHOP DRAWINGS FOR 0'-0" - A.F.F. DOS TOROS REVIEW/APPROVAL. FINISHED FLOOR NEW HANDRAIL TO BE PROVIDED SEE DETAIL X/A1.X

BY G.C. G.C. TO -AND 0'-7INSTALLED 1/2" - A.F.F. 0'-0" - A.F.F. PROVIDE SHOP DRAWINGS BELOW FINISHED FLOOR FOR DOS TOROS REVIEW/APPROVAL. FINISHED FLOOR DETAIL -SEE 0'-7 1/2" X/A1.X - A.F.F. BELOW FINISHED FLOOR 0'-0" - A.F.F. FINISHED FLOOR - 0'-7 1/2" - A.F.F. BELOW FINISHED FLOOR

1 INTERIOR ELEVATION 1 INTERIOR ELEVATION

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EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH.

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1B A3.1 1B A3.1

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10'-6" - A.F.F. B.O. (N) GYP. BD. SOFFIT

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4'-0" - A.F.F. 4'-0" - A.F.F. 4'-0" - A.F.F.

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EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH.

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EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH.

1B A3.1

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EXISTING STRUCTURE TO BE PAINTED (PT-1) FINISH.

(CT-1)

(CT-1)

1B A3.1

0'-0" - A.F.F. FINISHED FLOOR - 0'-7 1/2" - A.F.F. 0'-0" - A.F.F. BELOW FINISHED FLOOR FINISHED FLOOR - 0'-7 1/2" - A.F.F. BELOW FINISHED FLOOR 0'-0" - A.F.F. FINISHED FLOOR - 0'-7 1/2" - A.F.F. BELOW FINISHED FLOOR

2'-6"

2'-6"

2'-6"

2'-6" 2'-6" 2'-6"

2'-4"

2'-4"

2'-4"

8'-9"

2'-10" 2'-10" 8'-9" 8'-9" 2'-10"

1 INTERIOR ELEVATION

13'-10" - A.F.F. B.O. (E) CONCRETE DECK 13'-1" - A.F.F. 13'-10" - A.F.F. B.O. (E) CONCRETE BEAM B.O. (E) CONCRETE DECK 13'-1" - A.F.F. 10'-6" - A.F.F. B.O. (E) CONCRETE BEAM 13'-10" - A.F.F. B.O. (N) GYP. BD. CEILING B.O. (E) CONCRETE DECK 13'-1" 10'-6" - A.F.F. (E) CONCRETE BEAM B.O. (N) GYP. BD. CEILING 7'-0" - A.F.F. B.O. (N) GYP. BD. SOFFIT 10'-6" - A.F.F. B.O. GYP. BD. CEILING 7'-0"(N) - A.F.F. (N) (M-6) - (4) 43" RECESSED B.O. GYP. BD. TV SOFFIT WALL(N) MOUNTED SCREENS G.C. TO PROVIDE RECESSED POWER OUTLET, DATA, AND 7'-0" - A.F.F. (N) (M-6) - (4) 43" RECESSED F.R.T. BLOCKING AS REQUIRED. WALL(N) MOUNTED SCREENS B.O. GYP. BD. TV SOFFIT G.C. TO PROVIDE RECESSED POWER OUTLET, DATA, AND 0'-0" -BLOCKING A.F.F. F.R.T. REQUIRED. (N) (M-6) - (4) 43"ASRECESSED FINISHED FLOOR TV SCREENS WALL MOUNTED G.C. TO PROVIDE RECESSED 0'-0" - A.F.F. POWER OUTLET, DATA, AND F.R.T. BLOCKING FINISHED FLOOR AS REQUIRED. 0'-0" - A.F.F. FINISHED FLOOR

3 INTERIOR ELEVATION 3 INTERIOR ELEVATION

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(BRK-2B)

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

1"

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(PT-4)

(CT-1)

1B A3.1 1B A3.1

6 INTERIOR ELEVATION 6 INTERIOR ELEVATION 6 INTERIOR ELEVATION

3'-0" 1"

3 INTERIOR ELEVATION

B.O. (N) GYP. BD. SOFFIT

(BRK-2B)

(BRK-2B)

(BRK-2B)

(MTL-1)

(MTL-1)

(MTL-1)

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

3'-0" 1"

13'-10" - A.F.F. B.O. (E) CONCRETE DECK 13'-1" - A.F.F. 13'-10" - A.F.F. B.O. (E) CONCRETE BEAM B.O. (E) CONCRETE DECK 13'-1" - A.F.F. 10'-6" - A.F.F. B.O. (E) CONCRETE BEAM 13'-10" - A.F.F. B.O. (N) GYP. BD. CEILING B.O. (E) CONCRETE DECK 13'-1" - A.F.F. 10'-6" (E) CONCRETE BEAM B.O. (N) GYP. BD. CEILING 7'-0" - A.F.F. B.O. (N) GYP. BD. SOFFIT 10'-6" - A.F.F. B.O. GYP. BD. CEILING 7'-0"(N) - A.F.F.

7'-0" - A.F.F. B.O. (N) GYP. BD. SOFFIT

(MTL-5)

(BRK-2B)

(MTL-5)

(MTL-5) 0'-0" - A.F.F. FINISHED FLOOR 0'-0" - A.F.F. FINISHED FLOOR 0'-0" - A.F.F. FINISHED FLOOR

5 INTERIOR ELEVATION 5 INTERIOR ELEVATION

8'-6" - A.F.F. 8'-6" - A.F.F. 8'-6" - A.F.F. 5'-6" - A.F.F. 5'-6" - A.F.F. 5'-6" - A.F.F. 3'-0"

krista.soh@gmail.com Architectural Designer

8'-6" - A.F.F. 8'-6" - A.F.F. 8'-6" - A.F.F.

Interior Elevations, Dos Toros Taqueria, Sargenti Architects

5 INTERIOR ELEVATION

1" 3'-0" 1" 3'-0" 1" 3'-0"

2'-9" 2'-9" 2'-9"

(201) 994.6181

Krista Soh

(MTL-5)

(MTL-5)

(PT-4)

(PT-4)

(PT-4)

1A A3.1

1A A3.1

1A A3.1

1B A3.1

1B A3.1

1B A3.1

(TL-2)

(TL-2)

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(TL-2)

(BRK-3)

(BRK-3)

(MTL-5)

5 A1.2

5 (MTL-5) A1.2

(MTL-5) 5 A1.2

(MTL-5)

13'-10" - A.F.F. B.O. (E) CONCRETE DECK 13'-3" - A.F.F. 13'-10" - A.F.F. B.O. (E) CONCRETE BEAM B.O. (E)- CONCRETE DECK 11'-7" A.F.F. 13'-3" - A.F.F. B.O. (E) CONCRETE BEAM B.O. (E) CONCRETE BEAM 13'-10"- -A.F.F. A.F.F. 10'-6" 11'-7" A.F.F. (E)- CONCRETE DECK B.O. (N) GYP. BD. CEILING B.O. (E)- CONCRETE 13'-3" A.F.F. 9'-8 1/4" - A.F.F. BEAM 10'-6" A.F.F. B.O. CONCRETE BEAM T.O. (E)- STOREFRONT WINDOW 9'-0"(N) - -A.F.F. B.O. GYP. BD. CEILING 11'-7" A.F.F. 9'-8 1/4" - A.F.F. (N) GYP. BD. CEILING B.O. (E) CONCRETE BEAM T.O. (E)- STOREFRONT WINDOW 10'-6" A.F.F. 9'-0" - A.F.F. (N) NEON BULLBD. SIGNAGE B.O. (N) GYP. CEILING PROVIDED BYCEILING VENDOR AND (N) GYP. BD. 9'-8 1/4" - A.F.F. INSTALLED BY G.C. G.C. TO T.O. (E) STOREFRONT PROVIDE POWER ANDWINDOW F.R.T. (N) NEON BULL SIGNAGE 9'-0" - A.F.F. BLOCKING AS REQUIRED. PROVIDED BY VENDOR AND (N) GYP. BD. CEILING INSTALLED BY G.C. G.C. TO PROVIDE POWER AND F.R.T. BLOCKING AS REQUIRED. (N) NEON BULL SIGNAGE PROVIDED BY VENDOR AND 0'-0" - A.F.F.BY G.C. G.C. TO INSTALLED FINISHED FLOOR AND F.R.T. PROVIDE POWER -BLOCKING 0'-11" - A.F.F. AS REQUIRED. 0'-0" - A.F.F. BELOW FINISHED FLOOR FINISHED FLOOR - 0'-11" - A.F.F. BELOW FINISHED FLOOR 0'-0" - A.F.F. FINISHED FLOOR - 0'-11" - A.F.F. BELOW FINISHED FLOOR

(N) WALL MOUNTED SHELVING. G.C. TO PROVIDE F.R.T BLOCKING AS REQUIRED.

(N) WALL MOUNTED SHELVING. G.C. TO PROVIDE F.R.T BLOCKING AS REQUIRED.

(N) WALL MOUNTED SHELVING. G.C. TO PROVIDE F.R.T BLOCKING AS REQUIRED. (N) ILLUMINATED NEON SIGN AT 1 (N) WALL MOUNTED SHELVING. G.C. TO PROVIDE 4'-11 4" A.F.F. G.C. TO AND PROVIDE POWER F.R.T.F.R.T BLOCKING BLOCKING AS REQUIRED. AS REQUIRED. (N) ILLUMINATED NEON SIGN AT 1 G.C. TO PROVIDE 4'-11 (N) WALL MOUNTED SHELVING. 4" A.F.F. POWER F.R.T.F.R.T BLOCKING G.C. TO AND PROVIDE AS REQUIRED. BLOCKING AS REQUIRED. (N) ILLUMINATED NEON SIGN AT (N) WALL MOUNTED SHELVING. 4'-11 41" A.F.F. G.C. TO PROVIDE G.C. TO PROVIDE POWER AND F.R.T.F.R.T BLOCKING BLOCKING AS REQUIRED. AS REQUIRED.

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

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

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

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

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

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

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

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

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

ARCHITECTURAL SEAL

ARCHITECTURAL SEAL

ARCHITECTURAL SEAL

MEP ENGINEER

MEP ENGINEER

MEP ENGINEER

ENGINEER SEAL

ENGINEER SEAL

ENGINEER SEAL

STRUCTURAL ENGINEER

STRUCTURAL ENGINEER

STRUCTURAL ENGINEER

ENGINEER SEAL

ENGINEER SEAL

ENGINEER SEAL

DATE ISSUE

DATE ISSUE

DATE ISSUE

04.25.2022 PERMIT SUBMITTAL DATE REVISION

PROJECT NAME / LOCATION 04.25.2022 PERMIT SUBMITTAL DATE REVISION

PROJECT NAME / LOCATION 04.25.2022 PERMIT SUBMITTAL DATE REVISION

PROJECT NAME / LOCATION

HILL

CAPITOL HILL 215 PENNSYLVANIA AVE. SE WASHINGTON, DC 20003 CAPITOL HILL 215 PENNSYLVANIA AVE. SE WASHINGTON, DC 20003

WASHINGTON, DC 20003

AVE. SE PROJECT215 STARTPENNSYLVANIA DATE: MARCH 31, 2022

PROJECT INFORMATION CAPITOL

DRAWN BY: KP DATE: MARCH 31, 2022 PROJECT START REVIEWED BY: MV PROJECT NO. 7174-21

PROJECTINFORMATION NO. 7174-21 PROJECT

DRAWN BY: KP

DRAWN BY: KP PROJECT START DATE: MARCH 31, 2022 REVIEWED BY: MV PROJECT NO. 7174-21

PROJECT INFORMATION

REVIEWED BY: MV

INTERIOR ELEVATIONS

SHEET TITLE / NUMBER

INTERIOR ELEVATIONS

SHEET TITLE / NUMBER

SHEET TITLE / NUMBER

INTERIOR ELEVATIONS

A6.0 A6.0 A6.0

(201) 994.6181

krista.soh@gmail.com

Krista Soh Architectural Designer

SEE SHEET A3.1 FOR FINISH SCHEDULE, LEGEND, GENERAL AND

1 FINISH PLAN 1.

FINISH PLAN NOTES FOR MORE INFORMATION. SEE SHEET A3.1 FOR FINISH DETAILS, FLOOR TRANSITIONS AND

4.

3.

EXPOSED MECHANICAL DUCT WORK SHALL BE PAINTED WHITE.

REFER TO A6.0 TO A6.2 SHEET FOR INTERIOR ELEVATIONS.

VERIFY ALL WALL BASE MATERIALS.

REFER TO THE REFLECTED CEILING PLAN FOR ADDITIONAL PAINT

(SUB-1) UNLESS FLOORING TO CONTINUE UNDER ALL MILLWORK

BASE DETAILS.

5.

FINISHES.

OTHERWISE NOTED.

7.

FLOORING SHALL BE SMOOTH AND LEVEL WITH NO TRIP HAZARDS.

WALL OR FLOOR FINISH NUMBER

(SUB-1)

(SUB-1)

(FRP-1) (SUB-1)

2F A3.1 1 (FRP-1) (SUB-1)

(F-01)

2

2

(FRP-1) (SUB-1)

(FRP-1) (SUB-1)

1

(FRP-1) (SUB-1)

2 (FRP-1) (SUB-1)

2

1

2

KITCHEN:

1

(FRP-1) (SUB-1)

(SUF-1)

2D A3.1

(FRP-1) (SUB-1)

(TL-4)

(PT-4) (SS) (MTL-5)

(WC-1) (TL-6) (MTL-6)

(WC-1) (TL-6) (MTL-6)

1

2C

A3.1 (PT-4) (SS) (MTL-5)

5'-0"(WC-1) CLEAR (TL-6) (MTL-6)

(FRP-1) (SUB-1)

12. THE SMOKE DEVELOPMENT RATING FOR ALL FINISHES SHALL BE IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE. 13. ALL WALL AND CEILING FINISHES SHALL MEET OR EXCEED CLASS 'B' & 'C' RATING IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE, AND OR SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 329, DEPENDENT UPON THE LOCAL CODE IN EFFECT. 14. INTERIOR TRIM NOT IN EXCESS OF 10% OF THE AGGREGATE SURFACE AREA SHALL BE MINIMUM CLASS 'C' IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE. 15. WHEN PRODUCT DATA IS READILY AVAILABLE, FLOOR FINISHES SHALL HAVE A MINIMUM 0.5 STATIC COEFFICIENT OF FRICTION AS RECOMMENDED BY OSHA, THE ACCESSIBLE ROUTE SHALL HAVE A MINIMUM 0.6 COEFFICIENT, AND RAMPS SHALL HAVE A MINIMUM 0.8 COEFFICIENT AS RECOMMENDED BY THE ACCESS BOARD. 16. PREPARE EXISTING FLOOR SLAB FOR SPECIFIED FINISH FLOOR PER MANUFACTURER'S RECOMMENDATIONS.

20'-512" - (PT-4)

(PT-4) (MTL-5)

2C A3.1

(WC-1) (TL-6) (MTL-6) 5'-0" (WC-1) CLEAR (TL-6) (MTL-6) (WC-1) (TL-6) (MTL-6)

(FRP-1) (SUB-1)

5

2

(TL-2) (SUB-1)

5

(PT-4) (SS-2) (MTL-5)

(TL-2) (SUB-1)

(SS) (SUB-1)

5

(SS) (MTL-5)

2B A3.1

16'-1114" - (WC-2)

5

(SS) (SUB-1) (SS) (SUB-1)

2

2

2

(PT-4) (WC-2) (MTL-5)

3

4

(CT-1) (BRK-2B) (MTL-5)

2E A3.1

(TL-2) (MTL-5)

FRONT COUNTER LINE: WALLS: (TL-2); (SS); (SS-2) CEILING: (ACT) FLOOR: (SUF-1) BASE: (SUB-1) SEE DETAIL 1D&1E/A3.1 FOR MORE INFO.

(WD-1) (MTL-5)

5

(CT-1) (BRK-2B) (MTL-5)

(BRK-1) (CT-1) (BRK-2B) (MTL-5)

5

FLOORING

(CT-1) (BRK-2B) (MTL-5)

5

5

5

(CT-1) (BRK-2B) (MTL-5)

(BRK-1) (CT-1) (BRK-2B) (MTL-5)

(CT-1) (BRK-2B) (MTL-5)

(PT-4) (CT-1) (BRK-2B) (MTL-5)

(WD-1) (MTL-5)

(CT-1) (BRK-2B) (MTL-5)

(N) DINING AREA:

5

5

(CT-1) (BRK-2B) (MTL-5)

(BRK-1) (CT-1) (BRK-2B) (MTL-5)

(PT-4) (MTL-5) (CT-1) (BRK-2B) (MTL-5)

(CT-1) (BRK-2B) (MTL-5)

4.

3.

2.

1.

ALL GLASS PANELS SHALL HAVE POLISHED EDGES.

WALL COVERING ADJOINING WOOD OR METAL PARTITIONS SHALL BE CUT STRAIGHT AND SQUARE. WALL COVERING SHALL TERMINATE ON A FLAT SURFACE OR ON AN OUTSIDE CORNER. ALL WALL COVERING SHALL TERMINATE AT AN APPROPRIATE REVEL/ BREAK OR INSIDE CORNER. ALL WORKMANSHIP WHICH IS NOT JUDGED FIRST-RATE BY THE CLIENT AND ARCHITECT WILL NOT BE ACCEPTED.

CONTRACTOR SHALL INSTALL ALL WALL COVERINGS WHERE INDICATED. ALL WALL COVERINGS SHALL BE SMOOTH WITH NO WRINKLES, BUBBLES, BLISTERS, OR LOOSE EDGES. ALL EXCESS PASTE SHALL BE THOROUGHLY REMOVED.

ALL WALL SURFACES TO RECEIVE WALL COVERING SHALL BE PRIMED WITH A SUITABLE STRIPPABLE PRIMING MATERIAL. NO "ONE-STEP" PRIMER/ ADHESIVE SHALL BE USED. PRIMER SHALL BE COMPATIBLE WITH THE RECOMMENDED ADHESIVE FOR RESPECTIVE WALL COVERINGS SPECIFIED.

(TL-4)

2A A3.1

(PT-4) (MTL-5)

7.

6.

ALL EXISTING BUILDING DOORS DESIGNATED TO REMAIN, SHALL BE PATCHED AND STAINED TO PREPARE FOR NEW PAINT. PAINT SHALL BE SEMI-GLOSS FINISH, COLOR SHALL MATCH ADJACENT WALL.

PRIOR TO BEGINNING PAINT WORK, TEST AREAS FOR WALLS AND CEILING SHALL BE PAINTED FOR APPROVAL BY ARCHITECT AND CLIENT. PROVIDE ALLOWANCE FOR TWO (2) ADDITIONAL COLOR OPTIONS TO BE SHOWN PER PAINT FINISH.

(EXIST.)

8.

AT METAL CONVECTOR COVERS, SAND, PATCH AND FILL ALL HOLES FLUSH TO PREPARE FOR PAINTING. PAINT SHALL BE SEMI-GLOSS FINISH; SHALL MATCH ADJACENT WALL.

(PT-4) (MTL-5)

9.

ALL EXPOSED SUPPORT OR BRACING ABOVE SUSPENDED GYP. BOARD CEILING SHALL BE PAINTED TO MATCH ADJACENT PAINTED CEILING.

NOTE: - SEE INTERIOR ELEVATIONS FOR MORE INFORMATION. - REFER TO SHEET A2.0 FOR CEILING FINISH SCHEDULE.

5.

ON ALL PAINTED SURFACES, CONTRACTOR SHALL PROVIDE FULL COVERAGE, FREE OF SKIPS, STREAKS, AND HOLIDAYS. IF COVERAGE IS NOT ACCEPTABLE TO ARCHITECT, ADDITIONAL COATS WILL BE REQUIRED. MINIMUM COAT SHALL BE ONE (1) COAT PRIMER, TWO (2) COATS FINISH.

WALL COVERINGS AND PAINT

WALLS: (CT-1); (BRK-2B); (BRK-3); (PT-4); (WD-1); (WC-2) CEILING: (PT-1) FLOOR: (TL-4) BASE: (MTL-5) SEE DETAIL 1A&1B/A3.1 FOR MORE INFO.

AREAS INDICATED ON PLAN TO RECEIVE RESILIENT FLOORING SHALL HAVE COVE VINYL BASE APPLIED AFTER TILE INSTALLATION.

1.

3.

RESILIENT TILE SHALL BE UNI-DIRECTIONAL. SEAMS SHALL BE TIGHT/INVISIBLE.

ALL PARTITIONS SHALL RECEIVE BASE AS SCHEDULES. PREPARE SURFACES PER MANUFACTURER'S RECOMMENDATIONS.

4.

ALLOW FOR HEAVY PREP WORK AND FLASHING PATCHING TO EXISTING CONCRETE FLOOR TO ACHIEVE LEVEL AND SMOOTH SURFACE PRIOR TO INSTALLATION OF FLOOR FINISH PRODUCTS.

5.

CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE PROTECTION FOR ALL NEW INSTALLED RESILIENT FLOORING FOR THE DURATION OF CONSTRUCTION; AND REMOVE PROTECTION ONLY IMMEDIATELY BEFORE JOB COMPLETION. CONTRACTOR SHALL THROUGHLY CLEAN ALL ADHESIVE/CONSTRUCTION STAINS AND APPLY AN APPROPRIATE SEALER AND TWO COATS OF NON-SLIP WAX APPLICATION TO FLOOR, AND SHALL THOROUGHLY MACHINE BUFF FLOOR TO SATISFACTION OF CLIENT AND ARCHITECT.

2.

6.

CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE PROTECTION FOR ALL NEW FLOOR FINISHES FOR THE DURATION OF CONSTRUCTION; AND REMOVE PROTECTION ONLY IMMEDIATELY BEFORE JOB COMPLETION

FINISH PLAN NOTES

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

WINDOW TREATMENT SHALL EXTEND TO EDGE OF WINDOW FRAME, TYPICAL FOR ALL PERIMETER WINDOWS. SEE CEILING DETAILS FOR ADDITIONAL INFORMATION.

CEILINGS

1.

BUILDING EXTERIOR FRONT SIDEWALK

ADJACENT TENANT - WELLS FARGO -

(N) HALLWAY:

2

(TL-2) (SUB-1)

(SS) (SUB-1)

WALLS: (PT-4); (SS-2); (WC-2) CEILING: (PT-1) FLOOR: (TL-4) BASE: (MTL-5) SEE DETAIL 1A,1C/A3.1 FOR MORE INFO.

(N) ADA TOILET ROOM #2

WALLS: (WC-1); (TL-6) CEILING: (PT-1) FLOOR: (TL-4) BASE: (MTL-6) SEE DETAIL 1F/A3.1 FOR MORE INFO.

26. UPON COMPLETION OF FINISH PHASE OF PROJECT, CONTRACTOR SHALL REMOVE ALL SPATTERED, SPLASHED, OR SPILLED PAINT, WALL COVERING PASTE ETC., FROM ALL PROJECT AREA.

25. ELECTRICAL RECEPTACLE OR TELECOMMUNICATIONS OUTLET COVER PLATES SHALL NOT BE INSTALLED UNTIL AFTER WALL FINISH MATERIAL INSTALLATION IS COMPLETE. CONTRACTOR SHALL REMOVE ANY COVER PLATES OR SURFACE HARDWARE PRIOR TO WALL FINISH APPLICATION.

WORK.

ADJACENT TENANT - SWEETGREEN -

18. AT WET LOCATIONS, INCLUDING KITCHENS AND BATHROOMS, INSTALL NEW WATERPROOF MEMBRANE AT FLOORS AND TO MINIMUM 4" UP WALLS OR PER MANUFACTURE'S SPEC. LATICRETE HYDROBAN. 19. AT CERAMIC TILE AREAS: CONTRACTOR SHALL PROVIDE MOCK-UP OF 3 SQUARE TILE AREA WITH SPECIFIED GROUT FOR ARCHITECT AND CLIENT APPROVAL PRIOR TO STARTING THE WORK. 20. ALL GROUT JOINTS SHALL BE SEALED W/ HEAVY DUTY STAIN RESISTANT SEALANT. AT GLASS & GLASS TILE INSTALLATIONS, PROVIDE NON-SANDED GROUT. 21. CONTRACTOR SHALL PROVIDE ALL FINISH MATERIALS AS INDICATED UNLESS OTHERWISE NOTED. 22. CONTRACTOR AND ALL VENDORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS, QUANTITIES, ETC OF THEIR RESPECTIVE WORK. 23. CONTRACTOR AND VENDORS SHALL DETERMINE AVAILABILITY OF ALL FINISH MATERIALS. ANY DELIVERY SCHEDULE THAT MANY CAUSE COORDINATION PROBLEMS DURING THE FINAL STAGES OF CONSTRUCTION/ INSTALLATION, SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR POSSIBLE RE-EVALUATION OF SELECTED MATERIALS, SO AS NOT TO DELAY THE PROJECT SCHEDULE. ANY LEAD TIME ISSUES NOT RELAYED TO THE ARCHITECT WITHIN 1 WEEK OF COMMENCEMENT WILL BE CONSIDERED THE GC SOLE RESPONSIBILITY.

24. CONTRACTOR SHALL PROVIDE A MINIMUM QUANTITY OF TWO 1'-0" X 1'-0" FINISH SAMPLES OF ALL SPECIFIED FINISHES AND CURRENT STOCK CUTTING OF ALL SPECIFIED WALL COVERINGS TO ARCHITECT FOR APPROVAL PRIOR TO STARING THE

(TL-4) (SUF-1)

1

1

(FRP-1) (SUB-1)

(FRP-1) (SUB-1)

1

1

(N) ADA TOILET ROOM #1

WALLS: (WC-1); (TL-6) CEILING: (PT-1) FLOOR: (TL-4) BASE: (MTL-6) SEE DETAIL 1F/A3.1 FOR MORE INFO.

(FRP-1) (SUB-1)

(TL-4)

11. ALL FLOOR FINISHES SHALL COMPLY WITH DOC FF-1 "PILL TEST" (CPSC 16 CFR, PART 1630) IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE, AND SHALL HAVE EITHER MINIMUM CRITICAL RADIANT FLUX OF 0.1 W/SQ. CM. OR CLASS II RATING IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE. CARPET FLOOR FINISH SHALL COMPLY WITH ASTM D 2859 OR MINIMUM CLASS II RATING IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE .

1

(FRP-1) (SUB-1)

(TL-4)

WALLS: (FRP-1) CEILING: (ACT) FLOOR: (SUF-1) BASE: (SUB-1) SEE DETAIL 1D/A3.1 FOR MORE INFO.

1

(FRP-1) (SUB-1)

1.

REFER TO SPECIFICATIONS AND RESPONSIBILITY SCHEDULE FOR GENERAL CONDITIONS AND ADDITIONAL INFORMATION.

(FRP-1) (SUB-1)

2.

CONTRACTOR SHALL CONFIRM ALL APPROVED FINISHES WITH OWNER PRIOR TO ORDERING/ INSTALLING AND PROVIDE SAMPLES AS NECESSARY. VERIFY SLIP RESISTANCE FOR ALL FLOOR FINISHES.

PROVIDE SMOOTH AND LEVEL SURFACE THAT MEETS MANUFACTURERS INSTALLATION SPECIFICATIONS PRIOR TO INSTALLING ANY / ALL FLOORING MATERIALS. MAX. SLOPE OF 1:20.

3.

5.

ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR FINISHES SHALL BE SMOOTH AND FLUSH. PROVIDE METAL TRANSITION STRIPS BETWEEN DISSIMILAR FLOOR FINISH MATERIALS. (CHANGES IN ELEVATION 1/4" TO 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:20).

ALL FLOOR TRANSITIONS TO OCCUR AT BACKSIDE OF DOOR OPENING UNLESS NOTED OTHERWISE.

6.

PROVIDE A WATERPROOF MEMBRANE AT TOILET ROOM AND ALL WET AREAS, INCLUDING SERVICE SINK AND DRINKING FOUNTAIN UNDER SPECIFIED FLOORING. THE MEMBRANE SHALL CONTINUE UP WALLS A MINIMUM OF 4".

PERFORM CALCIUM CHLORIDE MOISTURE TEST & PH TEST PER ASTM F1869 INDEPENDENT TESTING COMPANY, PRIOR TO INSTALLATION OF FLOOR FINISHES.

7.

REFER TO STOREFRONT SHEETS FOR ADDITIONAL INFORMATION ON STOREFRONT FINISHES.

4.

8.

(TL-4)

17. ALLOW FOR HEAVY PREP WORK & FLASH PATCHING TO EXIST. CONCRETE FLOOR TO ACHIEVE LEVEL AND SMOOTH SURFACE PRIOR TO INSTALLATION OF FINISH FLOOR PRODUCTS.

GENERAL FINISH PLAN NOTES

9. SEE FINISH SPECIFICATIONS SHEET FOR MORE INFORMATION. 10. UPON THE STORE'S CONSTRUCTION COMPLETION, G.C. SHOULD LEAVE ONE BOX OF EACH TILE AND ONE GALLON OF EACH PAINT ON SITE.

(TL-4)

(SUB-1)

(SUB-1)

(EXIST.)

G.C. TO PROVIDE 1" X 1"X 48" STAINLESS STEEL CORNER GUARDS 1 ADHERED AT KITCHEN CORNERS (TYPICAL FOR ALL).

FLOOR FINISH TO EDGE OF DRAIN - DO NOT EDGE TO ALLOW FOR 2 LATER REMOVAL & CLEANING. G.C. TO EXTEND (TL-4) FLOOR 6" UNDER MILLWORK LINE. G.C. TO 3 EXTEND (SUF-1) STONEHARD FLOORING SYSTEM TO MEET (TL-4) FINISH.

SEE DETAIL 4/A3.1 FOR TILE CORNER DETAIL, TYPICAL FOR ALL 1/4" TO 3/8" THICKNESS TILE CORNERS.

4 G.C. TO INSTALL (BRK-2B) FINISH ON FACE OF MILLWORK. SEE FINISH SCHEDULE FOR MORE INFORMATION. 5

CONSTRUCTION NOTES

Finish Plan, Dos Toros Taqueria, Sargenti Architects

FINISH LEGEND

(X-X)

GENERAL NOTES

8.

6.

2.

BUILDING EXTERIOR REAR SERVICE AREA

ARCHITECTURAL SEAL

MEP ENGINEER

ENGINEER SEAL

STRUCTURAL ENGINEER

ENGINEER SEAL

DATE ISSUE

04.25.2022 PERMIT SUBMITTAL DATE REVISION

PROJECT NAME / LOCATION

CAPITOL HILL 215 PENNSYLVANIA AVE. SE WASHINGTON, DC 20003

PROJECT INFORMATION

PROJECT START DATE: MARCH 31, 2022

DRAWN BY: KP

PROJECT NO. 7174-21

REVIEWED BY: MV

FINISH PLAN

SHEET TITLE / NUMBER

A3.0

(201) 994.6181

krista.soh@gmail.com

Krista Soh Architectural Designer

1 REFELCTED CIELING PLAN REFLECTED CEILING PLAN NOTES

SPRINKLER NOTES

CEILING TYPE SCHEDULE

LIGHT FIXTURE SCHEDULE - FOOT LOCKER

Reflected Ceiling Plan, Foot Locker, Sargenti Architects

CHICAGO

CEILING FIXTURE AND EQUIPMENT SCHEDULE

SCALE: 3/16" = 1'-0"

ARCHITECT:

D

GLOBAL STORE DEVELOPMENT 330 WEST 34TH STR NEW YORK, NY 100

ENGINEER:

REVISIONS

DESCRIPTION

AS NO

3/15/

0 PROTOTYPE DESIGN UPDATES 3 BID/LL/PERMIT

DATE:

1

NO.

SCALE:

SALES AREA:

765

10,548 SQ

GROSS AREA: 15,211 SQ

PROJECT # :

DRAWN BY:

PROJECT TITLE

FL 2562 KFL 48

7414 S. CICERO AV BEDFORD PARK, IL 60

STORE NO.

SHEET TITLE

X

A6.

REFLECTED CEILING PLAN

SHEET NO.

SEAL

FL WB 2.0 PROTOTYPE - REV 1 08

(201) 994.6181

krista.soh@gmail.com

Krista Soh Architectural Designer

1 FIXTURE PLAN

STORE INFORMATION

FOOT LOCKER PAIR TABULATION

Fixture Plan, Foot Locker, Sargenti Architects

FIXTURE PLAN NOTES

EQUIPMENT SCHEDULE

℄

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

ARCHITECT:

GLOBAL STORE DEVELOPMENT 330 WEST 34TH STR NEW YORK, NY 10

ENGINEER:

REVISIONS

DESCRIPTION

3/15

PROTOTYPE DESIGN UPDATES BID/LL/PERMIT

AS N

1

DATE:

NO.

SCALE:

SALES AREA:

76

10,548 S

GROSS AREA: 15,211 S

PROJECT # :

DRAWN BY:

PROJECT TITLE

FL 256 KFL 48

7414 S. CICERO AV BEDFORD PARK, IL 60

STORE NO.

SHEET TITLE

X

A5

FIXTURE FLOO PLAN

SHEET NO.

SEAL

FL WB 2.0 PROTOTYPE - REV 1 0