Karen Seo Portfolio by Karen Seo

selected works 2017-2021

PORTFOLIO KAREN SEO

TABLE OF CONTENTS Professional Work Roper Residence....................................................................................... 6510 Seven Locks Road............................................................................. Personal Work Sagebrush Terrace Custom Home.............................................................. Academic Work Thesis Studio.......................................................................................... 3 7 13 17

ROPER RESIDENCE

Residential Renovation and Addition | Bennett Frank McCarthy Architects, Inc. | 2020

TheRoper Residence project was located in Washington D.C. that involved a single family home renovation and addition project which entailed a kitchen expansion, master suite addition, in-law suite addition, and a screen porch addition.

For this project I was responsible for drawing the as-builts after measuring the entire house, schematic designs, preliminary pricing and construction drawings. In addition, I went on multiple supervised site visits during the course of construction.

Programs used: –Vectorworks for construction set –Sketchup for 3D models

4 DOOR SCHEDULE MATERIAL NO LOCATION SIZE THICKNESS DR FR TYPE/STYLE CONFIG OPER U-VALUE SHGC HARDWARE REMARKS NO 0 ENTRY DOOR & SIDELIGHTS 0.35 0.4 BSMNT LNDRY MDRM ENTRY 3'-0" 6'-8" 3/4" WD WD FULL-LITE SINGLE SWING 0.35 0.4 LOCKSET W/ DEADBOLT THERMA-TRU RESIDENCE NW , Washington , DC 20015 DATE ISSUE REMARKS 2020 Bennett Frank McCarthy Architects Inc c PERMIT SET LICENSE #: EXPIRATION DATE: 3/31/20 PERMIT SET 4226 4/30/2020 4/26/20 HFC RESPONSE #1 EXISTING WALLS AND PARTITIONS TO REMAIN EXISTING WALLS AND PARTITIONS TO BE REMOVED NEW WOOD FRAMED WALLS AND PARTITIONS NEW LOW WALLS NEW CMU WALLS WALL LEGEND GENERAL NOTES: 1 DO NOT SCALE THE DRAWINGS 2 NEW CONSTRUCTION DIMENSIONED TO FRAMING (U.N.O) 3 EXISTING CONSTRUCTION DIMENSIONED TO FINISH (U.N.O) BRICK ON FRAME WALL MASTER BATH W.I.C MASTER BEDROOM BEDROOM #2 (E.T.R.) HALL BATH (E.T.R.) BEDROOM #1 (E.T.R.) HALL (E.T.R.) REMOVE EXISTING DOOR FOR NEW WALK-IN CLOSET PATCH OPENING 14'-11 3/4" SHED DORMER GABLE END 14'-11 3/4" SHED DORMER 10'-0" CL 14 E 13 E E E E E D D 5 1/2" 3'-1 1/4" 5 1/2" 1'-6 1/2" 3'-0" 1'-6 1/2" 5 1/2" HDWD TILE 5 1/2" 14'-6 1/4" 4" 3'-0" 1/2" 3'-0" 11" 3'-0" 1/2" 3'-0" 1'-0 1/4" R .O R .O R .O R .O 5 1/2" 14'-6 1/4" 4" 3'-0" 1/2" 3'-0" 3'-1 1/4" 3 1/2" 6'-6" 9'-10 3/4" 23'-11" 5 1/2" R .O R .O 3'-0" R.O R.O BATH #1 (E.T.R.) 2 A300 3 A300 EX FIN FLOOR 346'-10 1/4" PROPOSED FIN FLR 346'-10 1/4" TEMPER NEW FLOOR TILE AT HALL BATH INFILL WINDOW TO MATCH ADJACENT FINISHES ETR 18 19 20 21 22 23 24 25 26 27 A C B D #4 A401 PROPOSED SECOND FLOOR PLAN Scale: 1/4" = 1'-0" 1 BATH BEDROOM #3 BEDROOM #4 3 1/2" 2'-4 3/4" 3'-8" 3'-11" 3 1/2" 5 1/2" 7'-11 1/2" 8'-5" 5 1/2" 8'-8 1/2" 3 1/2" 2'-2 3/8" 3 1/2" 11'-5 5/8" 5 1/2" 23'-10 1/2" F F F 15 16 ETR ETR ETR ETR ETR ETR ETR ETR 2'-8" 1/2" 2'-8" 1/2" 2'-8" PROPOSED THIRD FLOOR PLAN Scale: 1/4" = 1'-0" 2 FINISH SCHEDULE ROOM FLOORING WALLS PAINT CEILING PAINT TRIM REMARKS RECREATION ROOM VINYL PLANK E.T.R EGGSHELL GWB FLAT - PATCH CEILING FOR HVAC WORK LNDRY / MUDROOM VINYL PLANK E.T.R EGGSHELL E.T.R FLATSTORAGE VINYL PLANK E.T.R EGGSHELL E.T.R FLAT ROPER RESIDENCE 3418 Quesada Street NW , Washington , DC 20015 Project # 1928 DATE ISSUE REMARKS 2020 Bennett Frank McCarthy Architects c 31 MARCH 2020PERMIT LICENSE #: EXPIRATION 3/31/20 PERMIT SET 4226 4/30/2020 4/26/20 HFC RESPONSE #1 A100 CELLAR & FIRST FLOOR PLANS EXISTING WALLS AND PARTITIONS TO REMAIN EXISTING WALLS AND PARTITIONS TO BE REMOVED NEW WOOD FRAMED WALLS AND PARTITIONS NEW LOW WALLS NEW CMU WALLS WALL LEGEND GENERAL NOTES: DO NOT SCALE THE DRAWINGS 2 NEW CONSTRUCTION DIMENSIONED TO FRAMING (U.N.O) 3 EXISTING CONSTRUCTION DIMENSIONED TO FINISH (U.N.O) BRICK ON FRAME WALL PROPOSED CELLAR PLAN Scale: 1/4" = 1'-0" 1 PROPOSED FIRST FLOOR PLAN Scale: 1/4" = 1'-0" 2 LAUNDRY MUD ROOM SHOP CLOSET CLO BATH GUEST BEDROOM YARD STORAGE (UNCONDITIONED) REC ROOM HWH HVAC CMU RETAINING WALL WITH PAINTED STEEL RAILING W D FLAGSTONE PAVERS ON CONCRETE SLAB FLOOR DRAIN INFILL WINDOW MATCH EXISTING MASONRY ALIGN ALIGN 14'-3 1/4" +/4'-0 1/8" 3 1/2" 9'-1" 10 5/8" 25'-6" +/10 5/8" 16'-1 3/4" +/- 3 1/2" 2'-0" 3 1/2" 5'-0" 10 5/8" 8'-0" 2 3 4 5 6 A EX FLOOR 329'-3 1/4" T.O.S 328'-7 3/4" 328'-4 1/4" DN 4R 28.75" DN 3.5" A A300 2 A300 3 A300 V .F V.I.F DN 7.5" DN 2R 11" 3" 2'-6" 2'-6" 3" 5'-6" 331'-0" CANTILEVER ABOVE 1'-4" +/- V.I.F (SEE 1ST FLR OVERALL DIM) PAINTED BRICK FURRING LOW AT CMU FOUNDATION WALL (SEE 1ST FLR OVERALL DIM) SLOP SINK AT FOLDING TABLE LAMINATE TOP ON CLEATS STORAGE VCT EX CONC VCT TILE NEW HOSE BIB NEW HOSE BIB RELOCATE EQUIPMENT SEE MPE SUMP PUMP NEW STEEL LINTEL ABOVE EXISTING WINDOW & NEW DOOR 330'-9" SCREEN PORCH KITCHEN CLO W.C FAMILY ROOM CL CL 22'-3" REMOVE EXISTING WINDOWS PATCH OPENINGS TO MATCH ADJACENT FINISHES RELOCATED WINDOW FROM EXISTING LIVING ROOM FALSE BEAMS AT LIVING ROOM CEILING SEE DETAIL A A400 DN 69" 10R A C B D #3 A401 A C B D #1 A400 2 A401 F E #2 A400 PROJECTING FIREPLACE ENCLOSURE 7 B EX FIN FLOOR 337'-3" 5 3/4" 5'-6" 3 1/2" 6'-5 1/4" +/- 10" 4'-0" 4'-0" 8 9 10 11 B B B B B 7'-7 1/2" 6'-9 1/2" 5 1/2" 7'-4 1/2" C 4" 3'-0" 1/2" 3'-0" 4" 4" 3'-0" 1 1/2" 3'-0" 11" 7'-2 1/2" 5 1/2" 6'-9 3/4" 4" 3'-0" 1/2" 3'-0" 3 1/2" 5 1/2" 3'-7 1/8" 3'-6 3/8" 3'-7 1/8" 5 1/2" 11'-10 1/2" 5 1/2" 3'-0 3/4" 3'-0 3/4" 3'-0 3/4" 3'-0 3/4" 5 1/2" 13'-11 1/4" 22'-7" 5 1/2" 22'-1 1/2" 3 1/2" 5'-9 1/2" 1/2" 1/2" 1 1/2" 5 1/2" 1/2" PROPOSED FIN FLR 337'-3" 337'-3" GRADE 331'-0" 336'-9" DN 6" LIVING ROOM DINING ROOM BUTLER'S PANTRY 12 A300 2 A300 3 A300 C TEMPER TEMPER R .O R .O R .O R .O TEMPER R.O R.O DN 6" 5 1/2" 5 1/2" 1'-5 1/2" COLLAR TIES X3 SEE STRUCTURAL COORDINATE COLLAR TIES PLACEMENT WITH SCREEN DIVIDERS BELOW AS SHOWN NEW CASED OPENING TO MATCH ADJACENT OPENING REPAIR SURROUND AT REMOVED TILE MOSAIC NEW ENTRY DOOR & SIDELIGHTS COORDINATE MASONRY OPENING SIZE WITH FINAL DOOR SELECTION ALIGN PAD OUT WALL TO ALIGN WITH EXISTING ON INTERIOR AND EXTERIOR 26'-10" CRITICAL DIM CRITICAL DIM 17 SUNROOM 3'-6 1/2" WIDENED OPENING NEW CASED OPENING 0 V .F FIN 6'-6 1/2" 11" 6'-1 1/8" 3'-11" 6'-0" R.O R.O EQ EQ CL DOOR / RIDGE 3'-0" WINDOW SCHEDULE UNIT SIZE ROUGH OPENING MARK MODEL NO WEATHERSHIELD TYPE (W x H) (W x H) OPER EGRESS U-VALUE SHGC GLAZING REMARKS MARK A 2630 DOUBLE HUNG 2'-5 1/2" x 2'-11 1/2" 2'-6" x 3'-0" Y N 0.3 0.27 LOW-E W/ ARGON A B 3070 FIXED 2'-11 1/2" x 6'-11 1/2" 3'-0" 7'-0" N N 0.3 0.27 LOW-E W/ ARGON B C 3050 CASEMENT 2'-11 1/2" x 4'-11 1/2" 3'-0" 5'-0" Y Y 0.3 0.27 LOW-E W/ ARGON C D 3060 CASEMENT 2'-11 1/2" x 5'-11 1/2" 3'-0" x 6'-0" Y Y 0.3 0.27 LOW-E W/ ARGON D E 3046 CASEMENT 2'-11 1/2" x 4'-5 1/2" 3'-0" 4'-6" Y Y 0.3 0.27 LOW-E W/ ARGON E F 2846 CASEMENT 2'-7 1/2" x 4'-5 1/2" 2'-8" x 4'-6" Y Y 0.3 0.27 LOW-E W/ ARGON NOTES: PROVIDE TEMPERED SAFETY GLASS IN WINDOWS & SIDELIGHTS WHERE THE SILLS ARE LESS THAN 18" ABOVE THE FINISH FLOOR 2 PROVIDE TEMPERED / SAFETY GLASS IN WINDOWS & SIDELIGHTS WHERE GLAZING IS WITHIN 24" OF A DOOR OPENING 3 PROVIDE TEMPERED SAFETY GLASS IN WINDOWS & SIDELIGHTS WHERE GLAZING IS ADJACENT TO BATHTUB & SHOWER ENCLOSURES 4 PROVIDE ONE EMERGENCY EGRESS WINDOW CONFORMING W/ CODE IN EACH SLEEPING AREA & BEDROOM: THE MINIMUM NET CLEAR OPENING SHALL BE 5.7 SQUARE FEET THE MINIMUM NET CLEAR WIDTH SHALL BE 20 INCHES THE MINIMUM NET CLEAR HEIGHT SHALL BE 24 INCHES THE MAXIMUM SILL HEIGHT SHALL BE 44 INCHES ABOVE THE FINISH FLOOR 5 SEE ELEVATIONS FOR MUNTIN GRILLE PATTERNS AND UNIT OPERATION 6 PROVIDE LIMITERS ON ALL WINDOWS WITH SILL HEIGHT BELOW 36" TO PREVENT PASSAGE OF A 4" SPHERE THROUGH FULLY OPENED WINDOW ALL FENESTRATION PRODUCTS SHALL BE NFRC CERTIFIED AND SHALL MEET THE PERFORMANCE CRITERIA LABELED ON THE UNIT INCLUDING U-VALUE SHGC AND AIR LEAKAGE RATING 8 ALL GLAZING IN HAZARDOUS LOCATIONS AS DEFINED BY IBC 2406.3 SHALL BE LABELED PER 1BC 2406 DOOR SCHEDULE MATERIAL NO LOCATION SIZE THICKNESS DR FR TYPE/STYLE CONFIG OPER U-VALUE SHGC HARDWARE REMARKS NO 0 ENTRY DOOR & SIDELIGHTS 0.35 0.4 BSMNT LNDRY / MDRM ENTRY 3'-0" 6'-8" WD WD FULL-LITE SINGLE SWING 0.35 0.4 LOCKSET W/ DEADBOLT THERMA-TRU RESIDENCE DATE c LICENSE 3/31/20 4/26/20 EXISTING WALLS AND PARTITIONS TO REMAIN EXISTING WALLS AND PARTITIONS TO BE REMOVED NEW WOOD FRAMED WALLS AND PARTITIONS NEW LOW WALLS NEW CMU WALLS WALL LEGEND GENERAL NOTES: DO NOT SCALE THE DRAWINGS 2 NEW CONSTRUCTION DIMENSIONED TO FRAMING (U.N.O) 3 EXISTING CONSTRUCTION DIMENSIONED TO FINISH (U.N.O) BRICK ON FRAME WALL MASTER BATH W .C MASTER BEDROOM BEDROOM #2 (E.T.R.) HALL BATH (E.T.R.) BEDROOM #1 (E.T.R.) HALL (E.T.R.) REMOVE EXISTING DOOR FOR NEW WALK-IN CLOSET PATCH OPENING 14'-11 3/4" SHED DORMER GABLE END 14'-11 3/4" SHED DORMER 10'-0" CL 14 E 13 E E E E E D D 5 1/2" 3'-1 1/4" 5 1/2" 1'-6 1/2" 3'-0" 1'-6 1/2" 5 1/2" HDWD TILE 5 1/2" 14'-6 1/4" 4" 3'-0" 1/2" 3'-0" 11" 3'-0" 1/2" 3'-0" 1'-0 1/4" R .O R .O R .O R .O 5 1/2" 14'-6 1/4" 4" 3'-0" 1/2" 3'-0" 3'-1 1/4" 3 1/2" 6'-6" 9'-10 3/4" 23'-11" 5 1/2" R .O R .O 3'-0" R.O R.O BATH #1 (E.T.R.) 2 A300 3 A300 EX FIN FLOOR 346'-10 1/4" PROPOSED FIN FLR 346'-10 1/4" TEMPER NEW FLOOR TILE AT HALL BATH INFILL WINDOW TO MATCH ADJACENT FINISHES ETR 18 19 20 21 22 23 24 25 26 27 A C B D #4 A401 PROPOSED SECOND FLOOR PLAN Scale: 1/4" = 1'-0" 1 BATH BEDROOM #3 BEDROOM #4 3 1/2" 2'-4 3/4" 3'-8" 3'-11" 3 1/2" 5 1/2" 7'-11 1/2" 8'-5" 5 1/2" 8'-8 1/2" 3 1/2" 2'-2 3/8" 3 1/2" 11'-5 5/8" 5 1/2" 23'-10 1/2" F F F 15 16 ETR ETR ETR ETR ETR ETR ETR ETR 2'-8" 1/2" 2'-8" 1/2" 2'-8" PROPOSED THIRD FLOOR PLAN Scale: 1/4" = 1'-0" 2 FINISH SCHEDULE ROOM FLOORING WALLS PAINT CEILING PAINT TRIM REMARKS RECREATION ROOM VINYL PLANK E.T.R EGGSHELL GWB FLAT - PATCH CEILING FOR HVAC WORK LNDRY / MUDROOM VINYL PLANK E.T.R EGGSHELL E.T.R FLATSTORAGE VINYL PLANK E.T.R EGGSHELL E.T.R FLATROPER RESIDENCE 3418 Quesada Street NW , Washington , DC 20015 Project # 1928 DATE ISSUE REMARKS 2020 Bennett Frank McCarthy c LICENSE #: 3/31/20 PERMIT SET 4226 4/26/20 HFC RESPONSE A100 CELLAR & FLOOR PLANS EXISTING WALLS AND PARTITIONS TO REMAIN EXISTING WALLS AND PARTITIONS TO BE REMOVED NEW WOOD FRAMED WALLS AND PARTITIONS NEW LOW WALLS NEW CMU WALLS WALL LEGEND GENERAL NOTES: DO NOT SCALE THE DRAWINGS 2 NEW CONSTRUCTION DIMENSIONED TO FRAMING (U.N.O) 3 EXISTING CONSTRUCTION DIMENSIONED TO FINISH (U.N.O) BRICK ON FRAME WALL PROPOSED CELLAR PLAN Scale: 1/4" = 1'-0" 1 PROPOSED FIRST FLOOR PLAN Scale: 1/4" = 1'-0" 2 LAUNDRY MUD ROOM SHOP CLOSET CLO BATH GUEST BEDROOM YARD STORAGE (UNCONDITIONED) REC ROOM HWH HVAC CMU RETAINING WALL WITH PAINTED STEEL RAILING W D FLAGSTONE PAVERS ON CONCRETE SLAB FLOOR DRAIN INFILL WINDOW MATCH EXISTING MASONRY ALIGN ALIGN 14'-3 1/4" +/4'-0 1/8" 3 1/2" 9'-1" 10 5/8" 25'-6" +/10 5/8" 16'-1 3/4" +/- 3 1/2" 2'-0" 3 1/2" 5'-0" 10 5/8" 8'-0" 2 3 4 5 6 A EX FLOOR 329'-3 1/4" T.O.S 328'-7 3/4" 328'-4 1/4" DN 4R 28.75" DN 3.5" A A300 2 A300 3 A300 V .F V.I.F DN 7.5" DN 2R 11" 3" 2'-6" 2'-6" 3" 5'-6" 331'-0" CANTILEVER ABOVE 1'-4" +/- V.I.F (SEE 1ST FLR OVERALL DIM) PAINTED BRICK FURRING LOW AT CMU FOUNDATION WALL (SEE 1ST FLR OVERALL DIM) SLOP SINK AT FOLDING TABLE LAMINATE TOP ON CLEATS STORAGE VCT EX CONC VCT TILE NEW HOSE BIB NEW HOSE BIB RELOCATE EQUIPMENT SEE MPE SUMP PUMP NEW STEEL LINTEL ABOVE EXISTING WINDOW & NEW DOOR 330'-9" SCREEN PORCH KITCHEN CLO W.C FAMILY ROOM CL CL 22'-3" REMOVE EXISTING WINDOWS PATCH OPENINGS TO MATCH ADJACENT FINISHES RELOCATED WINDOW FROM EXISTING LIVING ROOM FALSE BEAMS AT LIVING ROOM CEILING SEE DETAIL A A400 DN 69" 10R A C B D #3 A401 A C B D #1 A400 2 A401 F E #2 A400 PROJECTING FIREPLACE ENCLOSURE 7 B EX FIN FLOOR 337'-3" 5 3/4" 5'-6" 3 1/2" 6'-5 1/4" +/- 10" 4'-0" 4'-0" 8 9 10 11 B B B B B 7'-7 1/2" 6'-9 1/2" 5 1/2" 7'-4 1/2" C 4" 3'-0" 1/2" 3'-0" 4" 4" 3'-0" 1/2" 3'-0" 11" 7'-2 1/2" 5 1/2" 6'-9 3/4" 4" 3'-0" 1/2" 3'-0" 3 1/2" 5 1/2" 3'-7 1/8" 3'-6 3/8" 3'-7 1/8" 5 1/2" 11'-10 1/2" 5 1/2" 3'-0 3/4" 3'-0 3/4" 3'-0 3/4" 3'-0 3/4" 5 1/2" 13'-11 1/4" 22'-7" 5 1/2" 22'-1 1/2" 3 1/2" 5'-9 1/2" 1/2" 1/2" 1/2" 5 1/2" 1/2" PROPOSED FIN FLR 337'-3" 337'-3" GRADE 331'-0" 336'-9" DN 6" LIVING ROOM DINING ROOM BUTLER'S PANTRY 12 A300 2 A300 3 A300 C TEMPER TEMPER R .O R .O R .O R .O TEMPER R.O R.O DN 6" 5 1/2" 5 1/2" 1'-5 1/2" COLLAR TIES X3 SEE STRUCTURAL COORDINATE COLLAR TIES PLACEMENT WITH SCREEN DIVIDERS BELOW AS SHOWN NEW CASED OPENING TO MATCH ADJACENT OPENING REPAIR SURROUND AT REMOVED TILE MOSAIC NEW ENTRY DOOR & SIDELIGHTS COORDINATE MASONRY OPENING SIZE WITH FINAL DOOR SELECTION ALIGN PAD OUT WALL TO ALIGN WITH EXISTING ON INTERIOR AND EXTERIOR 26'-10" CRITICAL DIM CRITICAL DIM 17 SUNROOM 3'-6 1/2" WIDENED OPENING NEW CASED OPENING 0 V .F FIN 6'-6 1/2" 11" 6'-1 1/8" 3'-11" 6'-0" R.O R.O EQ EQ CL DOOR / RIDGE 3'-0" WINDOW SCHEDULE UNIT SIZE ROUGH OPENING MARK MODEL NO WEATHERSHIELD TYPE (W x H) (W x H) OPER EGRESS U-VALUE SHGC GLAZING REMARKS MARK A 2630 DOUBLE HUNG 2'-5 1/2" x 2'-11 1/2" 2'-6" x 3'-0" Y N 0.3 0.27 LOW-E W/ ARGON A B 3070 FIXED 2'-11 1/2" x 6'-11 1/2" 3'-0" 7'-0" N N 0.3 0.27 LOW-E W/ ARGON B C 3050 CASEMENT 2'-11 1/2" x 4'-11 1/2" 3'-0" 5'-0" Y Y 0.3 0.27 LOW-E W/ ARGON C D 3060 CASEMENT 2'-11 1/2" x 5'-11 1/2" 3'-0" x 6'-0" Y Y 0.3 0.27 LOW-E W/ ARGON D E 3046 CASEMENT 2'-11 1/2" x 4'-5 1/2" 3'-0" 4'-6" Y Y 0.3 0.27 LOW-E W/ ARGON E F 2846 CASEMENT 2'-7 1/2" x 4'-5 1/2" 2'-8" x 4'-6" Y Y 0.3 0.27 LOW-E W/ ARGON NOTES: PROVIDE TEMPERED SAFETY GLASS IN WINDOWS & SIDELIGHTS WHERE THE SILLS ARE LESS THAN 18" ABOVE THE FINISH FLOOR 2 PROVIDE TEMPERED / SAFETY GLASS IN WINDOWS & SIDELIGHTS WHERE GLAZING IS WITHIN 24" OF A DOOR OPENING 3 PROVIDE TEMPERED SAFETY GLASS IN WINDOWS & SIDELIGHTS WHERE GLAZING IS ADJACENT TO BATHTUB & SHOWER ENCLOSURES 4 PROVIDE ONE EMERGENCY EGRESS WINDOW CONFORMING W/ CODE IN EACH SLEEPING AREA & BEDROOM: THE MINIMUM NET CLEAR OPENING SHALL BE 5.7 SQUARE FEET THE MINIMUM NET CLEAR WIDTH SHALL BE 20 INCHES THE MINIMUM NET CLEAR HEIGHT SHALL BE 24 INCHES THE MAXIMUM SILL HEIGHT SHALL BE 44 INCHES ABOVE THE FINISH FLOOR 5 SEE ELEVATIONS FOR MUNTIN GRILLE PATTERNS AND UNIT OPERATION 6 PROVIDE LIMITERS ON ALL WINDOWS WITH SILL HEIGHT BELOW 36" TO PREVENT PASSAGE OF A 4" SPHERE THROUGH FULLY OPENED WINDOW ALL FENESTRATION PRODUCTS SHALL BE NFRC CERTIFIED AND SHALL MEET THE PERFORMANCE CRITERIA LABELED ON THE UNIT INCLUDING U-VALUE SHGC AND AIR LEAKAGE RATING 8 ALL GLAZING IN HAZARDOUS LOCATIONS AS DEFINED BY IBC 2406.3 SHALL BE LABELED PER 1BC 2406

5 DOORS INTO NEW YARD STORAGE RE-INSTALL SALVAGED WINDOW TO REPLACE EXISTING DOOR RESTORE SIDING AND INTERIOR NEW ENTRY AND AREAWAY AT EXISTING WINDOWS DECORATIVE GABLE BRACKET B B D D 8 C C A201 BORAL TRIM CMU RETAINING WALL ALIGN ALIGN REBUILD EXISTING REAR 3RD FLOOR DORMER TO MATCH EXISTING 5/4 X 8 BORAL TRIM STEEL RAILING INFILL WINDOW TO MATCH ADJACENT FINISHES F F F EXISTING ROOFING AT RAKES TO REMAIN STEP FLASHING AT ROOF WALL INTERFACE (TYP) NEW STEEL LINTEL ABOVE WINDOW & DOOR DATE 2020 c LICENSE 3/31/20 4226 4/26/20 A200 SIDE ELEVATION Scale: 1/4" = 1'-0" 1 REAR ELEVATION Scale: 1/4" = 1'-0" 2 NEW LAMINATED FIBERGLASS ROOF SHINGLES AT ALL NEW AND EXISTING ROOF SURFACES (EXCLUDING LOW SLOPE ROOFING) FRONT ROOF SLOPE FRONT STOOP AND SUNROOM NEW BOARD AND BATTEN FINISH (BORAL 1X2 BATTENS @ 12" O.C ON HARDIE BOARD) P.T PLANKS ON FRAMING AT STORAGE AREA PROJECTING FIREPLACE E E E E B B B B 2 9 A A 2 A201 3 A201 A300 2 A300 3 A300 NEW EXISTING PAINTED FIR 2X6 & 4X4 RAILING FRAMING WITH STEEL BAR INFILL SLOPE CAP TO DRAIN REBUILD EXISTING REAR 3RD FLOOR DORMER TO MATCH EXISTING SIDE ELEVATION Scale: 1/4" = 1'-0" 4 CABLE RAIL INFILL AT PAINTED FIR 2X SCREEN PORCH FRAMING P.T PLANKS ON FRAMING AT STORAGE AREA E E 334'-4" BHMP (PREDEVELOPMENT GRADE OF WALL) EXISTING PROPOSED 4 A201 A300 2 A300 3 A300 REBUILD EXISTING REAR 3RD FLOOR DORMER TO MATCH EXISTING NEW EXISTING ALIGN ALIGN EAVES EXISTING ROOFING TO REMAIN INFILL EXISTING OPENINGS TOOTH-IN BRICK TO MATCH EXISTING 334'-4" BHMP (PREDEVELOPMENT GRADE AT CENTER OF FRONT HOUSE WALL) NEW FRONT ENTRY WITH SIDELIGHTS REPAINT EXISTING SHUTTERS FRONT ELEVATION Scale: 1/4" = 1'-0" 3 DOORS INTO NEW YARD STORAGE RE-INSTALL SALVAGED WINDOW TO REPLACE EXISTING DOOR RESTORE SIDING AND INTERIOR NEW ENTRY AND AREAWAY AT EXISTING WINDOWS DECORATIVE GABLE BRACKET B B D D 1 8 C C A201 BORAL TRIM CMU RETAINING WALL ALIGN ALIGN REBUILD EXISTING REAR 3RD FLOOR DORMER TO MATCH EXISTING 5/4 X 8 BORAL TRIM STEEL RAILING INFILL WINDOW TO MATCH ADJACENT FINISHES F F F EXISTING ROOFING AT RAKES TO REMAIN STEP FLASHING AT ROOF / WALL INTERFACE (TYP) NEW STEEL LINTEL ABOVE WINDOW & DOOR ROPER RESIDENCE 3418 Quesada Street NW , Washington , DC 20015 DATE ISSUE - REMARKS 2020 Bennett Frank c LICENSE #: 3/31/20 PERMIT SET 4226 4/26/20 HFC RESPONSE A200 ELEVATIONS SIDE ELEVATION Scale: 1/4" = 1'-0" 1 REAR ELEVATION Scale: 1/4" = 1'-0" 2 NEW LAMINATED FIBERGLASS ROOF SHINGLES AT ALL NEW AND EXISTING ROOF SURFACES (EXCLUDING LOW SLOPE ROOFING) FRONT ROOF SLOPE FRONT STOOP AND SUNROOM NEW BOARD AND BATTEN FINISH (BORAL 1X2 BATTENS @ 12" O.C ON HARDIE BOARD) P.T PLANKS ON FRAMING AT STORAGE AREA PROJECTING FIREPLACE E E E E B B B B 2 9 A A 2 A201 3 A201 A300 2 A300 3 A300 NEW EXISTING PAINTED FIR 2X6 & 4X4 RAILING FRAMING WITH STEEL BAR INFILL SLOPE CAP TO DRAIN REBUILD EXISTING REAR 3RD FLOOR DORMER TO MATCH EXISTING SIDE ELEVATION Scale: 1/4" = 1'-0" 4 CABLE RAIL INFILL AT PAINTED FIR 2X SCREEN PORCH FRAMING P.T PLANKS ON FRAMING AT STORAGE AREA E E 334'-4" BHMP (PREDEVELOPMENT GRADE AT CENTER OF FRONT HOUSE WALL) EXISTING PROPOSED ROOF RIDGE 4 A201 A300 2 A300 3 A300 29'-10 7/8" REBUILD EXISTING REAR 3RD FLOOR DORMER TO MATCH EXISTING NEW EXISTING ALIGN ALIGN EAVES EXISTING ROOFING TO REMAIN INFILL EXISTING OPENINGS TOOTH-IN BRICK TO MATCH EXISTING 334'-4" BHMP (PREDEVELOPMENT GRADE AT CENTER OF FRONT HOUSE WALL) NEW FRONT ENTRY WITH SIDELIGHTS REPAINT EXISTING SHUTTERS FRONT ELEVATION Scale: 1/4" = 1'-0" 3

ROPER RESIDENCE 3418 Quesada Street NW Washington DC 20015 DATE ISSUE 2020 Bennett c LICENSE #: 3/31/20 PERMIT 4226 4/26/20 HFC RESPONSE A301 WALL TYPICAL ROOF CONSTRUCTION: LAMINATED FIBERGLASS ROOFING ON UNDERLAYMENT OVER 5/8" ROOF SHEATHING 2X10 PORCH RAFTERS PORCH BEAM SET BOTTOM OF BEAM 1" ABOVE BEAM TRIM ELEVATION METAL DRIP EDGE OVER 1X8 BORAL FASCIA WITH ALUMINUM GUTTERS VENTILATED HARDIE SOFFITS 1X BORAL BEAM TRIM PAD OUT BEAM TO CREATE 7" FIN BEAM WIDTH 1'-5" O.H 12 +/- 8 SET SLOPE TO MEET MAIN ADDITION ROOF SLOPE AT PORCH RIDGE SEE ELEVATIONS 1X4 TONGUE & GROOVE PLANK PORCH CEILING 7'-2 1/2" SET PORCH BEAM TRIM TO ALIGN WITH FIRST FLOOR WINDOW / DOOR EXTERIOR HEAD TRIM WIRE SCREEN SECURE WITH SNAPSCREEN TRACK SYSTEM PAINTED 1X BORAL TRIM AT PORCH COLUMNS 7"X7" FIN DIM 2X6 PAINTED FIR INTERMEDIATE RAIL ALIGN WITH DOOR WINDOW MULLIONS SEE ELEVATIONS SLOPE TO DRAIN 2X4 PAINTED FIR INTERMEDIATE RAIL ALIGN WITH DOOR WINDOW MULLIONS SEE ELEVATIONS PAINTED FIR 2X KICK TRIM ALIGN WITH FIRST FLOOR WINDOW SILLS 1/2" D.A STEEL BARS AT 4" O.C MAX BETWEEN RAILINGS 1X6 TRIM ON 1X BORAL PORCH BEAM TRIM SYNTHETIC COMPOSITE DECKING TO BE INSTALLED OVER INSECT SCREEN INSTALL WITH CONCEALED FASTENER SYSTEM ALIGN TOP OF DECKING WITH TOP OF SUBFLOOR 2X P.T PORCH JOISTS P.T PORCH BEAM FLUSH FRAMED TYPICAL 1ST FLR TRIM BAND SEE DETAIL #2 5/4 X 6 P.T DECKING AT 6" O.C ON 6X6 POSTS BELOW SCREEN PORCH 7'-5 7/8" 1'-0 5/8" 8'-6 5/8" TOP PLATE SUBFLOOR TOP PLATE TOP OF SLAB 1'-4" 12 +/- 8 SET SLOPE TO MEET MAIN ADDITION ROOF SLOPE AT PORCH ROOF RIDGE SEE ELEVATIONS O.H 10 3/4" HEEL HT TYPICAL EAVE SEE DETAIL #2 FUR OUT WALL AT KITCHEN AS REQUIRED TO ALIGN INTERIOR WALL FINISH WITH EXISTING 7" EXPOSURE HARDIE PLANK SIDING HARDWOOD FLOORING ON 3/4" PLYWOOD SUBFLOOR GLUED & SCREWED TO FLOOR JOISTS TYPICAL EXT WALL CONSTRUCTION: SEE DETAIL #2 TYPICAL FIRST FLOOR TRIM BAND: SEE DETAIL #2 1/2" GWB FINISH (TYP) TYP BSMNT WALL CONSTRUCTION: 4" BRICK VENEER OVER 1" AIR SPACE PROVIDE BRICK TIES AT 16" O.C HORIZONTAL & VERTICAL ZIP SYSTEM SHEATHING BARRIER ON 2X6 JOISTS AT 16" O.C WITH R-20 OPEN CELL FOAM INSULATION 10 5/8" WALL THICKNESS (EXCLUDING INTERIOR G.W.B FINISH) METAL FLASHING TO WEEPS AT 32" O.C ABOVE GRADE FILL AIR SPACE WITH PEA GRAVEL BELOW FLASHING TYP FOUNDATION WALL: 12" CMU BELOW GRADE WITH TOP COURSE AT 8" CMU AND 4" FACE BRICK 5 1/2" 3 5/8" 1/2" SLAB ON GRADE OVER 6 MIL BARRIER ON 2" THICK R-10 RIGID INSULATION OVER 6" GRAVEL BASE SEE STRUCTURAL FOR SLAB DETAILS PROVIDE INTERMEDIATE BLOCKING IN LIEU OF CONTINUOUS RIM JOIST TO ALLOW OVERHANG TO TIE BACK IN WITH RAFTERS 7'-5 7/8" 1'-0 5/8" 8'-6 5/8" 1'-0 5/8" 8'-5" 3'-8" 4'-6" R .O TOP PLATE SUBFLOOR TOP PLATE SUBFLOOR TOP PLATE TOP OF SLAB TYPICAL FOUNDATION WATERPROOFING: GRAVEL DRAINFIELD OVER DRAIN BOARD OVER ADHERED 60 MIL WATERPROOFING MEMBRANE DOWN TO 4" PERFORATED PVC DRAIN SET DRAIN IN NATURALLY FORMED GUTTER COVER WITH FILTER FABRIC COVERED WITH 4" COURSE SAND TYPICAL FOUNDATION WALL CONSTRUCTION: SEE DETAIL #3 TYPICAL BASEMENT WALL CONSTRUCTION: SEE DETAIL #3 (2) 2X6 TOP PLATE TYPICAL FIRST FLOOR TRIM BAND: SEE DETAIL #2 1'-4" O.H APRON ROOF ALIGN WITH SCREEN PORCH ROOF 5/4 X BORAL TRIM UP TO EAVE SEE ELEVATIONS CLAD WOOD WINDOW SEE SCHEDULE METAL FLASHING EXTERIOR PANELED FINISH (SEE DETAIL #4 & ELEVATIONS) 5/4 X BORAL SYNTHETIC TRIM AT WINDOW SILL PEEL AND STICK MEMBRANE SILL PAN AT ALL NEW WINDOW OPENINGS PROVIDE MINIMUM 1/4" HIGH BLOCK/ DAM TOWARD INTERIOR TO DIVERT DRAINAGE OUTWARD FLUSH HEADER (2) 2X6 TOP PLATE 9 1/2" DRAFTSTOP AT DROP CEILINGS PLYWOOD AT CHICKEN LADDER SHALL EXTEND MIN 4' BACK OVER ROOF RAFTERS O.H 1'-2" SCREEN PORCH WALL SECTION Scale: 3/4" = 1'-0" 1 WALL SECTION Scale: 3/4" = 1'-0" 3 7'-0" R .O 8'-6 5/8" 1'-0 5/8" 2'-1 1/2" 11 1/2" TOP PLATE SUBFLOOR TOP PLATE SUBFLOOR TOP PLATE HEEL 7'-5 7/8" TOP OF SLAB TYPICAL ROOF CONSTRUCTION: SEE DETAIL #1 12 +/- 16.1 SET ROOF SLOPE TO ALIGN NEW RIDGE WITH EXISTING 1'-5 1/2" O.H METAL DRIP EDGE OVER 1X8 BORAL FASCIA WITH ALUMINUM GUTTERS VENTILATED HARDIE SOFFIT TYP BOARD & BATTEN EXT FIN: 1X2 PAINTED BORAL BATTENS AT 12" O.C OVER HARDIE PANELING SECOND FLOOR TRIM BAND: METAL FLASHING OVER 5/4" X 9 1/8" HEAD TRIM 10 1/8" TOTAL WIDTH PROJECT CAP TRIM 1" BEYOND HEAD TRIM CLAD WOOD WINDOW SEE SCHEDULE 5/4 X BORAL TRIM BETWEEN WINDOW SILL AND FIRST FLOOR TRIM BAND TYPICAL FIRST FLOOR TRIM BAND: METAL FLASHING OVER 5/4 X CAP ABOVE 5/4 X 1'-2 3/8" TRIM 1'-2 7/8" TOTAL WIDTH SET TOP OF CAP AT TOP OF SUBFLOOR SCREEN PORCH DECKING HARDIE SOFFIT TYPICAL BASEMENT WALL CONSTRUCTION: SEE DETAIL #3 2X6 P.T SILL OVER SILL SEAL FOAM GASKET SEE STRUCTURAL FOR ANCHOR REQ TYPICAL FOUNDATION WALL: SEE DETAIL #3 TYPICAL WATERPROOFING: SEE DETAIL #5 CONCRETE FOOTING SEE STRUCTURAL PLYWOOD SUBFLOOR GLUED & SCREWED R-20 RIM INSULATION (TYP) WM 412P 3 1/2" SANITARY WINDOW TRIM HEADER SEE STRUCTURAL 1X BASE TRIM CONTINUOUS R-30 INSULATION AT CANTILEVER R-49 CLOSED CELLED SPRAY FOAM INSULATION HURRICANE TIES EACH RAFTER (TYP) TO (2) 2X6 TOP PLATE (TYP) TYPICAL EXTERIOR WALL CONSTRUCTION: 1/2" ZIP SHEATHING / BARRIER SYSTEM ON 2X6 STUDS AT 16" O.C WITH R-20 OPEN CELL SPRAY FOAM INSULATION PEEL AND STICK MEMBRANE SILL PAN AT ALL NEW WINDOW OPENINGS PROVIDE MINIMUM 1/4" HIGH BLOCK/ DAM TOWARD INTERIOR TO DIVERT DRAINAGE OUTWARD 1'-0 5/8" METAL FLASHING 1'-4" 5 1/8" BLOCKING AT CANTILEVER SEE STRUCTURAL TYPICAL FOUNDATION WATERPROOFING: GRAVEL FILL OVER DRAIN BOARD OVER WATERPROOFING MEMBRANE DOWN TO NEW FOOTING DRAIN SET 4" CORRUGATED FOOTING DRAIN IN NATURALLY FORMED GUTTER COVER WITH FILTER FABRIC RUN TO DAYLIGHT TYPICAL CMU FRAMING: 2X4 FRAMING @ 16" O.C FLAT INSTALL OVER 1/2" RIGID R-3 INSULATION PROVIDE 1/2" FOIL-FACED ISOCYANURATE BETWEEN FURRING WALL SECTION Scale: 3/4" = 1'-0" 5 3'-0" 5'-2" R .O 7'-5 7/8" 1'-0 5/8" 8'-6 5/8" TOP OF SLAB TOP PLATE SUBFLOOR TOP PLATE 5/4X BORAL TRIM TO ALIGN WITH SECOND FLOOR TRIM BAND 1X2 TRIM TO EMULATE WINDOW FRAMES HARDIE PANEL VERTICAL 1X2 TRIM TO ALIGN WINDOW MULLIONS TYPICAL EXTERIOR WALL CONSTRUCTION: SEE DETAIL #2 5/4 X BORAL TRIM TO ALIGN WITH ADJACENT WINDOW SILLS FIRST FLOOR TRIM BAND: SEE DETAIL #2 HARDIE SOFFIT AT CANTILEVER 5/4 X BORAL TRIM AT BASEMENT DOOR HEAD OVER 1/2" ZIPS SHEATHING / BARRIER CLAD WOOD FULL LIGHT DOOR SEE SCHEDULE CMU RETAINING WALL SEE STRUCTURAL SLOPING BRICK ROWLOCK SILL AT DOOR 4" CONCRETE AREAWAY SLAB ON GRADE SET FOOTING 30" MIN BELOW AREAWAY SLAB OR PROVIDE FROST PROTECTION INSULATION 5 1/2" 1'-2" 3 1/2" 6" MIN METAL ROOFING AT RECESSED WINDOW WELL FLASH UP SIDES OF WELL SLOPE 1/4:12 MIN TO DRAIN 5/4 X BORAL TRIM AROUND DORMER WINDOWS SEE ELEVATIONS METAL FLASHING OVER 5/4X PROJECTION CAP OVER 5/8" ZIP SHEATHING / BARRIER SLOPE 1/4:12 MIN TO DRAIN TYP BOARD & BATTEN EXT FIN: SEE DETAIL #2 METAL FLASHING 2X8 AT 16" O.C 3/4" PLYWOOD SUBFLOOR GLUED & SCREWED RIM JOIST SEE STRUCTURAL FLOOR JOISTS SEE STRUCTURAL (2) 2X6 TOP PLATE (2) LVL BEAM SEE STRUCTURAL 1/2" GWB INTERIOR FINISH 2X4 FRAMING AT INTERIOR FACE OF FIREPLACE ENCLOSURE LEDGER 1'-2" TYPICAL LOW SLOPE ROOFING: TPO ROOFING OVER 5/8" ZIP SHEATHING BARRIER SYSTEM PROVIDE 1/4":12" MIN SLOPE O.H METAL DRIP EDGE 1X8 BORAL FASCIA 2X CHICKEN LADDER OVERHANG FRAMING 5/4 X BORAL TRIM UP TO UNDERSIDE OF EAVE 1'-3 5/8" 1'-5 1/2" 5 1/2" 1'-8" BLOCK AT 3' O.C WALL SECTION Scale: 3/4" = 1'-0" 4 WALL SECTION Scale: 3/4" = 1'-0" 2

6510 SEVEN LOCKS ROAD

New Construction | Bennett Frank McCarthy Architects, Inc. | 2019

The6510 Seven Locks Road is a new construction project that is located in Potomac, Maryland. Bennett Frank McCarthy Architects, Inc. was hired by a builder to design the house as craftsman style.

For this project I was responsible for drawing schematic sets, preliminary pricing set and construction drawing set.

Programs used: –Vectorworks for construction set

EXISTING WALLS AND PARTITIONS TO REMAIN PARTITIONS TO BE REMOVED NEW WOOD FRAMED NEW LOW WALLS NEW CMU WALLS WALL LEGEND GENERAL NOTES: DO NOT SCALE THE DRAWINGS 2 NEW CONSTRUCTION DIMENSIONED TO FRAMING (U.N.O) TO FINISH (U.N.O) CONDITIONED CRAWLSPACE 15R UNEXCAVATED 16'-0" 2'-0" 16'-0" 24'-0" 14'-0" 2'-0" 8'-4 1/4" 7'-8" 22'-0" 31'-10" 1'-7 5/8" 21'-7 3/4" 22'-0" 22'-0" 6'-4 3/4" 11'-1 1/4" 4'-6" 9'-0" 19'-9 3/4" 16'-0" TYPICAL FOUNDATION WALL: 8" CMU SEE SECTIONS TURNED DOWN SLAB AT FRONT PORCH PERIMETER PROVIDE 4" STONE LEDGE ABOVE GRADE SEE SECTIONS 3 A300 2 .O.S 182'-0 3/4" GUEST ROOM UTILITY REC ROOM 5'-0" 8" 3 1/2" 11'-9" 3 1/2" 10'-0" 1/2" 1/2" 8'-8 3/4" 3 1/2" 13'-0 3/4" 3 1/2" WATER SERVICE HWH 28'-2 1/4" S S 27 28 29 30 31 32 WINDOW WELL BATH CELLAR PLAN Scale: 1/4" = 1'-0" 1 DOOR SCHEDULE MATERIAL NO LOCATION SIZE THICKNESS DR FR TYPE/STYLE CONFIG OPER HARDWARE REMARKS NO 0 GARAGE DOOR 18'-0" X 8'-0" 2" WD WD OVERHEAD SINGLE OVERHEAD 0 FRONT ENTRY 3'-0" X 7'-0" 3/4" WD WD SINGLE SWING 2 MUDROOM ENTRY 3'-0" X 7'-0" 3/8" WD WD SINGLE SWING 3 SCREEN PORCH 9'-10 1/8" X 7'-0" 3/8" WD WD QUAD SWING 4 SCREEN PORCH 3'-0" X 6'-8" 3/8" WD WD SINGLE SWING 5 SCREEN PORCH 3'-0" X 6'-8" 3/8" WD WD SINGLE SWING 6 SCREEN PORCH 2'-7 5/8" X 8'-0" 3/8" WD WD SINGLE SWING 6 8 FOYER CLOSET 3'-0" X 6'-8" 3/8" WD WD PAIR SWING 9 POWDER ROOM 2'-0" X 6'-8" 3/8" WD WD SINGLE SWING 11 STUDIO ENTRY 3'-0" X 7'-0" 3/8" WD WD SINGLE SWING 12 LINK STUDIO 2'-8" 6'-8" 3/8" WD WD SINGLE SWING 12 14 MASTER BATH 2'-6" X 6'-8" 3/8" WD WD SINGLE SWING 14 15 MASTER BATH W.C 2'-4" 6'-8" 3/8" WD WD SINGLE SWING 15 17 HALL BATH 2'-3" 6'-8" 3/8" WD WD SINGLE POCKET 17 18 BEDROOM #2 2'-8" 6'-8" 3/8" WD WD SINGLE SWING 18 19 BEDROOM #2 CLOSET 6'-0" X 6'-8" 3/8" WD WD PAIR SLIDER 19 20 BEDROOM #3 2'-8" 6'-8" 3/8" WD WD SINGLE SWING 20 21 BEDROOM #3 CLOSET 6'-0" X 6'-8" 3/8" WD WD PAIR SLIDER 21 22 BEDROOM #1 2'-4" 6'-8" 3/8" WD WD SINGLE SWING 22 23 BEDROOM #1 CLOSET 2'-8" 6'-8" 3/8" WD WD SINGLE SWING 23 24 BEDROOM #1 CLOSET 2'-8" 6'-8" 3/8" WD WD SINGLE SWING 24 25 LAUNDRY 2'-4" 6'-8" 3/8" WD WD SINGLE SWING 25 26 BATHROOM 2'-4" 6'-8" 3/8" WD WD SINGLE SWING 26 27 GUEST ROOM 2'-8" 6'-8" 3/8" WD WD SINGLE SWING 27 28 GUEST ROOM CLOSET 4'-0" X 6'-8" 3/8" WD WD PAIR SLIDER 28 29 BASEMENT BATH 2'-8" 6'-8" 3/8" WD WD SINGLE SWING 29 30 UTILITY 2'-8" 6'-8" 3/8" WD WD SINGLE SWING 30 31 WATER SERVICE 2'-8" 6'-8" 3/8" WD WD SINGLE SWING 31 WINDOW SCHEDULE JELDWEN MODEL UNIT SIZE ROUGH OPENING MARK TYPE (W H) (W H) OPER EGRESS GLAZING REMARKS MARK A SCD2968 DOUBLE HUNG 29 3/8" X 68" 30 1/8" X 68 3/4" Y Y A B SCD3168 DOUBLE HUNG 31 3/8" 68" 32 1/8" 68 3/4" Y Y C SCD2152 DOUBLE HUNG 21 3/8" 52" 22 1/8" X 52 3/4" D SCD2552 DOUBLE HUNG 25 3/8" X 52" 26 1/8" X 52 3/4" Y Y D SCD2952 DOUBLE HUNG 29 3/8" X 52" 30 1/8" X 52 3/4" Y Y G SCC2424 CASEMENT 24" X 24" 20 3/4" X 20 3/4" Y N G H SCC2828 CASEMENT 28" 28" 28 3/4" X 28 3/4" Y N VINYL WINDOW CASEMENT 30 1/8" X 42 3/4" Y Y NOTES: SAFETY GLASS IN WINDOWS & SIDELIGHTS SILLS ARE LESS THAN ABOVE FINISH PROVIDE TEMPERED SAFETY GLASS IN WINDOWS & SIDELIGHTS WHERE GLAZING IS WITHIN 24" OF A DOOR OPENING PROVIDE TEMPERED SAFETY GLASS IN WINDOWS SIDELIGHTS WHERE GLAZING IS ADJACENT TO BATHTUB & SHOWER ENCLOSURES PROVIDE ONE EMERGENCY EGRESS WINDOW CONFORMING CODE IN EACH SLEEPING AREA & BEDROOM: THE MINIMUM NET CLEAR OPENING SHALL BE .7 SQUARE FEET THE MINIMUM NET CLEAR WIDTH SHALL BE 20 INCHES THE MINIMUM NET CLEAR HEIGHT SHALL BE 24 INCHES THE MAXIMUM SILL HEIGHT SHALL BE 44 INCHES ABOVE THE FINISH FLOOR SEE ELEVATIONS FOR MUNTIN GRILLE PATTERNS AND UNIT OPERATION DocuSign Envelope ID: 56ED2811-AEE3-476B-8CFD-4CD2A500F800 ELECTRICAL PANEL GARAGE POWDER ROOM MUDROOM BUTLER'S PANTRY 9'-0" 22'-0" 22'-0" 19'-9 3/4" 28'-2 1/4" 10'-1" 4'-6" 7'-6 3/4" 1/2" 6'-7 1/2" 1/2" 8'-5" 1'-10 1/8" 1'-0" 1'-7 3'-10" 4'-0" 14'-0 1/4" C C 2'-8 1/8" 2'-8 1/8" 4'-11 3/4" 2'-2 1/8" A300 A300 SLOPE TO DRAIN DN 3R 9 FIN FLR 191'-3" .O.S 189'-10" 3 1/2" 2'-1 1/4" 2'-4 1/4" 2'-8 1/8" 1/2" 6'-2" A300 2'-0 1/4" 1'-10 1/8" 1/2" 3 1/2" 2'-1 5/8" 3 1/2" 4'-7" 4'-5 1/2" C 10 B B C C C D D A DocuSign Envelope ID: 56ED2811-AEE3-476B-8CFD-4CD2A500F800

8 6510 SEVEN LOCKS RD Cabin John , MD 20818 Project # 1923 DATE ISSUE REMARKS CERTIFY THAT THESE CONTRACT DOCUMENTS UNDER LAWS OF STATE OF MARYLAND LICENSE #: 2019 Bennett Frank McCarthy Architects Inc c EXPIRATION DATE: 24 SEPTEMBER 2019PERMIT SET 9/24/19 PERMIT SET 7632-A 5/21/21 A101 FIRST FLOOR PLAN EXISTING WALLS AND PARTITIONS TO REMAIN EXISTING WALLS AND PARTITIONS TO BE REMOVED NEW WOOD FRAMED WALLS AND PARTITIONS NEW LOW WALLS NEW CMU WALLS WALL LEGEND GENERAL NOTES: 2 NEW CONSTRUCTION DIMENSIONED TO FRAMING (U.N.O) 3 EXISTING CONSTRUCTION DIMENSIONED TO FINISH (U.N.O) GREAT ROOM SCREEN PORCH DINING ROOM LIVING ROOM KITCHEN DN UP 13R 24'-0" 18'-0" 16'-0" 24'-0" 30'-0" 4'-8 3/4" 2'-8 1/8" 2'-8 1/8" 2'-8 1/8" 2'-8 1/8" 2'-8 1/8" 4'-8 3/4" 13'-3" 1'-0" 8" 1'-0" 1'-0" 8" 1'-0" 11'-3" 5 1/2" 2'-10 1/2" 2'-8 1/8" 1/2" 11'-4 3/4" 2'-10 1/2" 2'-10 1/2" 2'-8 1/8" 2'-10 1/2" 1/2" 11'-4 3/4" 5'-2 1/4" 1'-0" 8" 5 1/2" 5'-6 1/2" 3'-2 1/8" 3 1/2" 3'-2 1/8" 4'-2 1/2" 5 1/2" 1'-7 3/4" 1'-0" 8" 1'-0" 9'-0 1/4" 1'-0" 8" 1'-0" 6'-6" 5 1/2" 1/2" 4'-0" CL 3 1/2" 9'-4 1/2" 1/2" 3'-10 3/4" 6'-2" 5'-2" 1/2" 17'-8 1/2" 5 1/2" 1'-4" 5 1/2" 1'-6 1/4" 6'-0" 6'-0" 1'-6 1/4" 1'-4" C A300 0 2 4 DN 6" DN 6" 6 GRADE 189'-6" GAR APRON 189'-6" 2'-8 1/8" 3 1/2" 2'-8 1/8" 1/2" 6" 1'-0" 9'-0 1/4" 1'-0" 8" 1'-0" 5'-4" TOP OF DECK 191'-3" FIN FLR 191'-9" 4' 7' FRAMED ENCLOSURE 1/2" 1/2" 3 1/2" 3 1/2" B B B B B B B A PROPOSED FIRST FLOOR PLAN Scale: 1/4" = 1'-0" 1 9/24/2019 6510 SEVEN LOCKS RD Cabin John , MD 20818 Project # 1923 DATE ISSUE REMARKS CERTIFY THAT THESE CONTRACT DOCUMENTS WERE PREPARED UNDER MY SUPERVISION OR APPROVED BY ME AND AM DULY LICENSED REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MARYLAND 2019 Bennett Frank McCarthy 9/24/19 PERMIT SET 7632-A A102 SECOND ROOF PLAN EXISTING WALLS AND PARTITIONS TO REMAIN EXISTING WALLS AND PARTITIONS TO BE REMOVED NEW WOOD FRAMED WALLS AND PARTITIONS NEW LOW WALLS NEW CMU WALLS WALL LEGEND DO NOT SCALE THE DRAWINGS 2 NEW CONSTRUCTION DIMENSIONED TO FRAMING (U.N.O) 3 EXISTING CONSTRUCTION DIMENSIONED (U .O) MASTER BEDROOM BEDROOM #1 BEDROOM #2 BEDROOM #3 BATH MASTER BATH DN LINK LAUNDRY W .C STUDIO BATH BENCH DN 3R 9'-0" 24'-0" 12'-8" 22'-0" 22'-0" 19'-9 3/4" 28'-2 1/2" 2'-8 1/8" 2'-11 1/8" 2'-11" 1/2" 4'-2" 12'-2 1/2" 5'-5" 5 5'-8 3/8" 5'-8 3/8" 5'-8 3/8" 5'-8 3/8" 5 14'-0" 4'-7" 6'-0" 4'-11 1/2" 9'-10" 3 1/2" 9'-2 3/4" 5 1/2" 10'-2" 1'-4 1/4" 2'-8 1/8" 2'-8 1/8" 4'-0" 14'-10 1/2" 3'-1 1/2" 3'-2 1/4" 4'-1 1/2" 8'-7 1/2" 4'-6 1/4" 11'-6 1/4" 3 1/2" 1/2" 3'-8 1/4" 3 1/2" 9'-1" 4'-10 1/2" 19 11 20 24 25 15 FIN FLR 200'-1" 1/2" 4'-2" 5 1/2" 5'-4" 1/2" 2'-8 1/8" 2'-8 1/8" 2'-0 3/4" 5 3/4" 14'-0" 2'-6 1/8" 2'-6 1/8" 2'-6 1/8" L 3'-5" 6'-0" 2'-7" L 12'-0" 1/2" 10'-1" 5 1/2" 22'-0" 4'-4 1/4" 13'-3 1/4" 4'-4 1/4" 2'-6" 2'-8 1/8" 2'-8 1/8" 2'-8 1/8" 2'-6" SHED DORMER 7'-0" 7'-10 1/2" 4'-0" 14'-0" 4'-0" 3 1/2" 17'-3 1/4" 5 1/2" C C 2'-0" 5'-0" 3 1/2" 3 1/2" 3'-0" 5'-0" 3 1/2" 3'-5" 1/2" 5'-6" 1/2" 3'-2" 3 1/2" DN 2R 3'-3 1/4" 2'-0 1/2" 1/2" 1/2" 3'-4" 1/2" 6'-0" 3 1/2" 5'-8 1/2" 3 1/2" 6'-6 3/4" 3 1/2" 10'-5" DORMER ALIGN OPEN TO BELOW DN 1R DN 6" DN 18R 12 22 23 17 18 16 13 14 FIN FLR 201'-7" FIN GRADE 188'-3" TEMPER L TEMPER TEMPER PULL DOWN STAIR FIN FLR 200'-8" LANDING 199'-8 3/8" FIN FLR 201'-7" 3 1/2" 2'-8 1/8" 3 1/2" 2'-8 1/8" 1/2" 3 1/2" 1/2" CL C 2'-4 3/4" S S S S S S 2'-9" C C 1'-9 3/4" 3 1/2" DN 1R SHED DORMER WITH 7'-4" PLATE HEIGHT CATHEDRAL CEILINGS G G G G G H H F 26 E E F F F F F F F E E 12:12 12:12 4.2:12 9:12 9:12 9:12 9:12 5:12 1:12 1:12 13.2:12 13.2x:12 PROPOSED SECOND FLOOR PLAN Scale: 1/4" 1'-0" 1 PROPOSED ROOF PLAN Scale: 1/8" 1'-0" 2 DocuSign Envelope ID: 56ED2811-AEE3-476B-8CFD-4CD2A500F800 9/24/2019

9 12 9 12 12 12 12 9.9 F F G G G C B B B B REAR ELEVATION Scale: 1/4" = 1'-0" 1 SIDE ELEVATION Scale: 1/4" = 1'-0" 2 12 12 12 13.2 H 11 H F F G G D D C C C B B B 32 DocuSign Envelope ID: 56ED2811-AEE3-476B-8CFD-4CD2A500F800 6510 SEVEN LOCKS RD Cabin John , MD 20818 Project # 1923 DATE ISSUE REMARKS APPROVED BY ME AND AM A DULY LICENSED REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MARYLAND LICENSE #: 2019 Bennett Frank McCarthy Architects Inc c EXPIRATION DATE: 24 SEPTEMBER 2019PERMIT SET 9/24/19 PERMIT SET 7632-A 5/21/21 A200 ELEVATIONS FRONT ELEVATION Scale: 1/4" 1'-0" 1 SIDE ELEVATION Scale: 1/4" 1'-0" 2 12 12 .8 12 12'-11 1/8" 26'-1 1/8" 20'-0 1/2" 29'-1 1/4" 30'-2 3/4" 12 12 12 12 A A A A A F F F E E 12 12 9 12 30'-8 3/4" 0 B 2 B B E E F G 12 12 Envelope ID: 56ED2811-AEE3-476B-8CFD-4CD2A500F800 9/24/2019 6510 SEVEN LOCKS RD Cabin John , MD 20818 Project # 1923 DATE ISSUE REMARKS CERTIFY THAT THESE CONTRACT DOCUMENTS UNDER THE LAWS OF THE STATE OF MARYLAND LICENSE #: 2019 Bennett Frank McCarthy Architects Inc c EXPIRATION DATE: 24 SEPTEMBER 2019PERMIT SET 9/24/19 PERMIT SET 7632-A 5/21/21 A200 ELEVATIONS FRONT ELEVATION Scale: 1/4" 1'-0" 1 SIDE ELEVATION Scale: 1/4" = 1'-0" 2 12 12 12 12 .8 12'-11 1/8" 26'-1 1/8" 20'-0 1/2" 29'-1 1/4" 12 12 E E 12 9 12 12 5 12 30'-8 3/4" 0 6 2 E E G 12 12 DocuSign Envelope ID: 56ED2811-AEE3-476B-8CFD-4CD2A500F800 9/24/2019 12 9 12 9 12 12 9.9 F F F G G G F C B B B B 12 REAR ELEVATION Scale: 1/4" = 1'-0" 1 SIDE ELEVATION Scale: 1/4" 1'-0" 2 12 9 12 9 13.2 13.2 H G G C C C B B B J 32 DocuSign Envelope ID: 56ED2811-AEE3-476B-8CFD-4CD2A500F800

10 6510 SEVEN LOCKS RD Cabin John , MD 20818 Project # 1923 DATE ISSUE REMARKS CERTIFY THAT THESE CONTRACT DOCUMENTS WERE PREPARED UNDER MY SUPERVISION OR LICENSE #: 2019 Bennett Frank McCarthy Architects Inc c 24 SEPTEMBER 2019PERMIT SET 7632-A A201 ELEVATIONS 27'-7 1/8" 32'-11 3/4" 12 13.2 9/24/2019 6510 SEVEN LOCKS RD Cabin John MD 20818 DATE ISSUE CERTIFY THAT THESE CONTRACT DOCUMENTS WERE PREPARED MY SUPERVISION APPROVED BY ME AM A DULY LICENSED REGISTERED ARCHITECT UNDER THE LAWS STATE OF MARYLAND LICENSE #: 2019 Bennett c 9/24/19 PERMIT 7632-A A300 BUILDING SECTIONS 12 5 12 9 12 9 2 A301 12 12 12 12 12 12 12 9.9 12 9 12 9 3 A301 12 4.2 12 4 A301 1/4 12 BREEZEWAY SECTION Scale: 1/4" = 1'-0" 1 FRONT PORCH SECTION Scale: 1/4" = 1'-0" 2 SCREEN PORCH SECTION Scale: 1/4" = 1'-0" 3 GARAGE SECTION Scale: 1/4" = 1'-0" 4 A301 DocuSign Envelope ID: 56ED2811-AEE3-476B-8CFD-4CD2A500F800 9/24/2019 6510 SEVEN LOCKS RD Cabin John , MD 20818 Project # 1923 DATE ISSUE REMARKS CERTIFY THAT THESE CONTRACT DOCUMENTS WERE PREPARED UNDER MY SUPERVISION OR APPROVED BY ME AND AM A DULY LICENSED REGISTERED ARCHITECT 2019 Bennett Frank McCarthy Architects Inc c 24 SEPTEMBER 2019PERMIT SET 9/24/19 PERMIT SET 7632-A 5/21/21 A201 ELEVATIONS 27'-7 1/8" 9/24/2019

SAGEBRUSH TERRACE

In 2018, my family were in the process of building a custom home on a family owned property in the Montgomery County, Maryland jurisdiction. The property went through a subdivision process to combine three lots into a single lot, to what is now a 2.6 acre site. The site presented difficult challenges because it is located in the Special Protection Area of the Upper Paint Branch area. It included a wetland stream buffer, a 500 foot rear setback and 8% impervious cap. These constraints are what guided the house design.

I had the opportunity to design the house based on my family’s needs. The stylistic choice I decided on was modern architecture by using elements such as simple openings, clean lines and contrast between white stucco exterior and black frames for the openings, and an open floor plan on the first floor.

The plans, elevations and renderings shown here are not final because the project was unfortunately terminated due to the skyrocketed building and material cost from the pandemic. Nevertheless, I am grateful for the opportunity that I had to design a house.

Programs used:

–Vectorworks for plans and elevations

–Rhino with Vray for renderings

Custom home

ROOM

Plan

GARAGE LIVING ROOM DIN NG AREA PANTRY

W C

#1 DECK First Floor Plan

UNCONDITIONED UNEXCAVATED UTILITY

Basement

KITCHEN 2-CAR

FOYER

BEDROOM

BATH

MASTER BATHROOM

MASTER BEDROOM

LAUNDRY

BONUS ROOM

Second Floor Plan

BEDROOM #2

West Elevation

15 2 -8 8

BATH #2 BEDROOM #3

W I C

BATH #3

16 North Elevation South Elevation East Elevation

THESIS STUDIO

Dancing Architecture: A Formal Approach to Translating Movement and Dance

Dance is an outlet that teaches empathy and inspires people to communicate their stories through body movement. Architecture has the same ability to tell stories. I also believe that architecture made of representational narrative in the use of metaphorical forms and tectonics has the ability to teach and communicate. There is a need for architecture to be more open and educational. Methods and lessons of dance have been applied embodied in ways to induce learning to my architectural thesis.

Precedents emphasizing graphic representations of dance movements support the idea of instructive design. This investigation entailed the work of Étienne-Jules Marey, pioneer of using graphical techniques to depict sequential movement of the human body, and the work of Eadweard Muybridge, an innovator of photographic studies of motion.

The work of my thesis conceives of places for people to congregate, where social and cultural intersections will foster an inspiration for movement or interaction.

Programs used:

-Rhino for plans, sections, elevations, and 3D printing

–Rhino with Vray for renderings

-Autocad for physical models by laser cut

Exterior Perspective

The site for my thesis is The HydeAddison Elementary School, located in Georgetown D.C. It is comprised of two separate buildings, which are named as Hyde building and Addison building. Because of this disconnection, the students are forced to go back and forth between the buildings in rain or shine. This served as an opportunity to connect and unite with a design intervention while adding necessary programs such as a gymnasium and a bigger cafeteria. This link, which is essentially a mediator, would encourage more collaboration between all students and teachers.

Existing Site Plan.

STREET

33RD

ADDISON

O STREET

STREET WISCONSIN AVE

PARKING MINI AMPITHEATRE HYDE ASPHALT PLAY COURT

Existing Site Photos

The inception of using the form of ballet for my thesis came from my hobby as an adult ballet dancer. While dancing in the studio, I was conscious of the lines and spaces I was making with my arms and legs. By doing the pirouette movement in ballet, I realized that from preparation stance to execution of the spin I was turning on an axis while bringing my body around. To extract the imaginary continuous line of a pirouette, I traced the movement every few intervals as a stop motion. It is this single continuous line is embodied in the form of the building. By using the motif of dance, the new addition metaphorically serves as a way for students and teachers to dance from one building to another.

Proposed Site Plan

21 ADDISON HYDE O STREET P STREET 33RD STREET WISCONSIN AVENUE

PEDESTRIAN ENTRANCE

ADDITION

NEW

Physical Model of Proposed Site Plan

Programs that engender collaboration are placed by using the form generated by the pirouette throughout all levels, which is called the “oculus”. The ground floor gives an opportunity for all faculty

members and students to congregate. In order to ascend to the second floor, people have the opportunity to walk up the axis of the oculus.

Ground Floor Plan

The second floor offers ample space for students to work, study, and learn in an open environment as opposed to the traditional and orthogonal orientation of a classroom. A ramp connects the old space into the new space. The irregular forms encourage team work and interactive participation. The oculus on this level is called the “watering hole” for its purpose of attracting students for experiential learning.

The basement level, while serving spaces for physical activities, is primarily dedicated to performance arts. The axis of the oculus focuses on the performer.

The green roof provides space for outdoor performances and various activities.

Roof Plan

Second Floor Plan Basement Plan

24 South Elevation East Elevation North Elevation West Elevation

Cross Section Ampitheater Perspective Cafeteria Perspective Oculus Perspective Watering Hole Perspective

Long Section Performance Perspective Ramp Perspective Roof Perspective

Just like the building skin has layers, the ballet costume consists of multiple layers as well. A tutu consists of a mesh skirt that is tacked onto the basque (area from wasit to high hip) which is attached to the bodice. To mimic the skirt, a tesselation was created by taking the wireframe of the bodice and repeating them throughout the building. Some parts of this pattern are transparent to bring light into the building.