CHRISTINE NGUYEN
CHRISTINE NGUYEN
CHRISTINE cnn3ey@virginia.edu
NGUYEN
EDUCATION
University of Virginia | May 2022
Master in Architecture
Edward Wayne Barnett Scholar 2020-21
Student Instructor Assistant | 2020-22
University of Virginia | May 2015
Bachelor of Science in Architecture
Student Instructor Assistant | 2015 ARCH 1010 Lessons of the Lawn
Vicenza Study Abroad | 2014 Venetian Endowed Fellowship / Mary Robert Vickery Scholarship
PROFESSIONAL EXPERIENCE
Arch III | Hickok Cole Architects | 06.2022-Current
Washington, D.C.
Worked on high-rise multi-family buildings from schematic design through construction documents.
Lead design of unit planning and documentation of alongside senior PA.
Assisted with consultant coordination.
Acted as BIM lead for individual projects.
Project Lead+Designer | Teass\Warren Architects | 10.2018-08.2020
Washington, D.C.
Project lead and designer for multi-family residential, single-family residential, mixed-use, and interior projects.
Managed multiple projects from initial concept through permit and construction.
Interacted and communicated directly with clients, consultants, and DCRA.
Design Associate | West Workshop | 02.2018-10.2018
Washington, D.C.
Worked on residential renovations and office interior projects.
Assisted with FF&E and material selections.
Worked closely with principal and participated in all phases of design.
Junior Architect | Sydness Architects | 10.2016-05.2017 New York, NY
SKILLS
Revit
AutoCAD
Adobe Creative Suite
Rhinoceros
ArcGIS
Grasshopper
V-Ray
Maxwell
Sketchup
Enscape
Worked on commercial buildings and office interiors from schematic design through construction.
Assisted with FF&E and material selections.
Worked and communicated with brokers, contractors, vendors, and clients.
Intern Architect | Madison Spencer Architects | 09.2015-04.2016
Charlottesville, VA
Worked on high end residential and hospitality projects for luxury clients. Developed construction documents and custom details for all projects.
Summer Intern Architect | KCCT Architects | 05.2021-08.2021
Washington, D.C.
Worked on embassy master planning project; created report of existing building and security conditions.
Assisted with the approval of submittals, transmittals, and shop drawings.
2 3 TABLE OF CONTENTS PROFESSIONAL DEER ISLE BOYLE HEIGHTS ART CENTER TEA HOUSE WORKS 4-13 16-31 32-49
Hickok Cole Architects, Washington D.C
Project team: Johanna Lofstrom, Greg Woodruff, Jeff Lockwood
Office to residential conversion of 13 story plus penthouse building. Participated from schematic design through construction documents. Lead unit planning and documentation with senior PA of 260 units including 40+ unique unit types.
82.08 LEVEL 13 PENTHOUSE B.1 10'-2 5/8" E.2 E.2 A1 20'-9 3/8" PROPERTY LINE 11 10 12 29 29 16 32 25 13 A2008 A2 RETAIL ENTRANCE W2 W2 W2 W2 W2 W2 W1AL W1AL W1AL W1BL ELEVATION BEYOND SEE SHEET A2007 HEX-F 53 GENERAL NOTES -ELEVATION REFER TOSERIES FOR TYPICAL WINDOW SCHEDULES REFER TOSERIES FOR TYPICAL FINISH SYSTEMS SCHE ALL EXISTING WINDOWS, STOREFRONT CURTAINWALL T ALL EXTERIOR DOORS SHALL BE NEW BRICK MASONRY AND MORTAR DETERIORATED, DISPLACED CRACKED, SPALLED, AND OUT OF PLUMB TO BE REPLACED COMPLETE LOCALIZED DECONSTRUCTION OF HEAVED PORTIONS OF BRICK MASONRY PARAPETS, INVESTIGATE THE CAUSE OF THE HEAVED MASONRY, AND RECONSTRUCT THE PARAPET. EXISTING MORTAR WITH EROSION EXCEEDING 1/4", CRUMBLING MORTAR, MORTAR WITH VOIDS, HAIRLINE CRACKS, CRACKS BETWEEN BRICK AND MORTAR TO BE REPOINTED. EXISTING BRICK TO BE CLEANED FROM STAINING. EXISTING BRICK AND NEW BRICK TO BE COATED. SEE EXTERIOR FINISH SCHEDULE. MAINTAIN EXISTING CELLULAR VENT WEEPS CLEAR OF COATING. 10. REVIEW ALL GRANITE PANELS FOR MOVEMENT AND RE-ADUST/RE-ANCHOR PANELS TO PREVENT SHIFTING AND TO RESTORE ORIGINAL ALIGNMENT. 11. ALL EXISTING LOUVERS TO BE REMOVED EXCEPT GARAG INTAKE EXHAUST LOUVERS. WHERE NO NEW LOUVER IS PROVIDED AT EXISTING LOCATION, EXTERIOR WALL ASSEMBLY IS TO BE INFILLED WITH WALL MATCHING ADJACENT ASSEMBLY FINISH U.O.N. 12. WHERE INBOARD BALCONY AND NEW COURT OCCUR, ALL EXPOSED STRUCTURAL ELEMENTS ARE TO BE REPAIRED, MATCHED, SMOOTHED, AND COATED. SEE EXTERIOR FINISH SCHEDULE. 13. COMPLETE SEALANT REPLACEMENT AT GRANITE-TO-GRANITE JOINTS, VERTICAL JOINTS AT BRICK MASONRY INSIDE CORNERS, JOINTS AT COPING STONES, SEALANTS TO COUNTERFLASHING. 14. SPALLED AND CRACKED CONCRETE TO BE REPAIRED. 15. ALL DIMENSIONS TO BE V.I.F. A9000 A9000 SHEET NOTES -ELEVATION METAL CANOPY WITH STEEL TUBE AND KICKER SUPPORT GLASS ENTRY DOORS METAL PANEL CLADDING BELOW STOREFRONT SHADOW BOX SECTION AT FIRE COMMAND ROOM EXIST. GARAGE INTAKE LOUVER. CLEAN, SCRAPE OLD PAIN OFF AND REPAINT EXIST. GARAGE EXHAUST LOUVER. CLEAN, SCRAPE OLD PAINT OFF AND REPAINT TIE OFF ANCHORS SIDE MOUNTED METAL PANEL CLADDING OVER EXISTING GRANITE PIERS WINDOW WALL ASSEMBLY 10 NEW CANTILEVER PROJECTING BALCONY 11 PICKET RAILINGS AT 15TH STREET FACADE 12 SLAB EDGE METAL/PERIMETER BEAM PANEL COVER 13 GLASS GUARDRAIL 14 RESIDENTIAL BALCONY RAILING 16 UNIT EXHAUST VENT 17 INBOARD BALCONY 18 PATCH, SMOOTH PAINT EXPOSED CONCRETE INCLUDING SOFFIT 19 METAL TRELLIS WITH STEEL STRUCTURE, SEE LAND. STRUCT. 20 EXISTING CURB REPAIR DAMAGE 21 METAL TRELLIS, SEE STRUCT. 22 INFILL BRICK WALL ASSEMBLY 23 REPAINT EXISTING STEEL CORNER GUARDS 24 REPLACE OVERHEAD DOOR WITH NEW OVERHEAD DOOR 25 REFINISHED EXIST. BRICK 26 ROOF ACCESS LADDER 27 BUILDING SIGNAGE BY OTHERS, PROVIDE POWER 28 GRILLING STATION WALL, SEE LAND. STOREFRONT SYSTEM METAL PANEL IN WINDOW WALL ASSEMBLY SWING BALCONY DOOR SLIDING BALCONY DOOR NEW PUNCHED WINDOW, SEE SCHEDULE BALCONY PRIVACY SCREEN NEW DOOR REPLACE EX. W/ NEW LOUVER DETAILED TO MATCH EX. INDOOR/OUTDOOR FIREPLACE W/ STRUCTURAL STEEL BLDG BEYOND. REPAIR, PATCH, PREP FOR NEW FINISH NEW CANTILEVER PROJECTING BALCONY EXISTING MECH LADDER & STAIR CONTINOUS BRICK RELIEVING ANGLE; ALIGN WITH EXISTING, SEE B5/A5020, SEE STRUCT. 43 STRIP PAINT, REPAIR, SMOOTH SURFACE FOR NEW PAINT MATCH EP-1 ALT DEDUCT -TIE BACK BALCONY. SEE STRUCTURE. 44 COW TONGUE, COORDINATE WITH MEP 45 BRICK EXPANSION JOINT 46 METAL PANEL JOINT, TYP. 47 FDC WITH REQUIRED SIGNAGE 48 ACCO 1/2 TON ELECTRIC CHAIN HOIST 2330010-PT W/ SUPPORT STEEL 49 PREFAB EXTERIOR RATED ALTERNATING TREAD LADDER WITH CUSTOM SIZED PLATFORM 50 FIREPLACE INTAKE, 12" DIA. COORDINATE W/MANUFACTURE 51 FIREPLACE FLUE, 12" DIA. (PH) 10" (LEVEL 1) COORDINATE W/MANUFACTURER 52 LIGHT FIXTURE PLACED MIDPOINT BETWEEN OPENINGS AND CENTERLINE OF HORIZONTAL MULLION. 53 LIGHT FIXTURE PLACED CENTERLINE OF MULLION 54 FIREPLACE INTAKE LOUVER, COORDINAT W/MANUFACTURER 55 STUCCO CONTROL JOINT @ FLOOR SLAB V.I.F. NEW WORK -LEGEND EXISTING WALL TO REMAIN 51/2" 35/8" A B C D 23 45 23 45 1/8" 1'-0" B5 WEST ELEVATION 3" 1'-0" D1 CUSTOM BRICK LEVEL 01 68.75 LEVEL 02 82.08 LEVEL 03 92.30 LEVEL 04 102.52 LEVEL 05 112.74 LEVEL 06 122.96 LEVEL 07 133.18 LEVEL 08 143.40 LEVEL 09 153.62 LEVEL 10 163.84 LEVEL 11 174.06 LEVEL 12 184.28 LEVEL 13 PENTHOUSE 196.28 B.1 B.1 F.1 F.1 H.1 H.1 D G L.1 L.1 D.2 D.2 LEVEL PH ROOF 219.11 MECH MEZZ 206.78 13'-4" 10'-2 5/8" 10'-2 5/8" 10'-2 5/8" 10'-2 5/8" 10'-2 5/8" 10'-2 5/8" 10'-2 5/8" 10'-2 5/8" 10'-2 5/8" 10'-2 5/8" 12'-0" 10'-6" 7'-10" 4'-6" F.2 F.2 E.1 E.1 H.2 H.2 K.1 K.1 J.1 J.1 E.2 E.2 G.1 G.1 A1 A1 D.1 D.1 MR ROOF 214.61 21'-10" 20'-9 3/8" 109'-1 3/4" PROPERTY LINE PROPERTY LINE RESIDENTIAL ENTRANCE 11 10 PARKING ENTRANCE BEYOND 12 29 29 16 32 25 13 A2 A3001 A4a A3001 A5 A3001 A2008 A2 MP 67.35 ST-01 ST-01 ST-01 RETAIL ENTRANCE MP-01 MP-01 ST-01 TYP RL-1 TYP W1AL W1AR W2 W1AR W1AL W1AR W2 W1AR W1AL.1 W1AR W1AL W1AR W2 W1AR W1AL W1AR W2 W1AR W1AR W1AL W1AR W2 W1AR W1AL W1AR W2 W1AR W1AR W1AL W1AR W2 W1AR W1AL W1AR W2 W1AR W1AR W1AL W1AR W2 W1AR W1AL W1AR W2 W1AR W1AR W1AL W1AR W2 W1AR W1AL W1AR W2 W1AR W1AR W1AL W1AR W1AR W1AL W1AR W1AR W1AR W1AL W1AL W1AL W1AR W1AR W1AL W1AR W1AR W1AL.1 W1AR W1AL W1AL W1AL W1AR W1AL W1AR W1AR W1AR.1 W1AL W1AL W1BR.1 W1BL W1BR W1BL W1BR W1BL W1BR W1BL PT-1 FCC T.O.BEAM 211.00 ELEVATION BEYOND SEE SHEET A2007 ELEVATION BEYOND SEE SHEET A2005 MTL-3 PT-2 W1AL.1 W1AL.1 W1AL.1 W1AL.1 W1AL.1 W1AL.1 HEX-F HEX-F HEX-F HEX-F HEX-F HEX-F HEX-F HEX-F EP-1 53 TYP GENERAL NOTES -ELEVATION REFER TOSERIES FOR TYPICAL WINDOW SCHEDULES REFER TOSERIES FOR TYPICAL FINISH SYSTEMS SCHEDULES ALL EXISTING WINDOWS, STOREFRONT CURTAINWALL T BE REPLACED ALL EXTERIOR DOORS SHALL BE NEW BRICK MASONRY AND MORTAR DETERIORATED, DISPLACED CRACKED, SPALLED, AND OUT OF PLUMB TO BE REPLACED COMPLETE LOCALIZED DECONSTRUCTION OF HEAVED PORTIONS OF BRICK MASONRY PARAPETS, INVESTIGATE THE CAUSE OF THE HEAVED MASONRY, AND RECONSTRUCT THE PARAPET. EXISTING MORTAR WITH EROSION EXCEEDING 1/4", CRUMBLING MORTAR, MORTAR WITH VOIDS, HAIRLINE CRACKS, CRACKS BETWEEN BRICK AND MORTAR TO BE REPOINTED. EXISTING BRICK TO BE CLEANED FROM STAINING. EXISTING BRICK AND NEW BRICK TO BE COATED. SEE EXTERIOR FINISH SCHEDULE. MAINTAIN EXISTING CELLULAR VENT WEEPS CLEAR OF COATING. 10. REVIEW ALL GRANITE PANELS FOR MOVEMENT AND RE-ADUST/RE-ANCHOR PANELS TO PREVENT SHIFTING AND TO RESTORE ORIGINAL ALIGNMENT. 11. ALL EXISTING LOUVERS TO BE REMOVED EXCEPT GARAG INTAKE EXHAUST LOUVERS. WHERE NO NEW LOUVER IS PROVIDED AT EXISTING LOCATION, EXTERIOR WALL ASSEMBLY IS TO BE INFILLED WITH WALL MATCHING ADJACENT ASSEMBLY FINISH U.O.N. 12. WHERE INBOARD BALCONY AND NEW COURT OCCUR, ALL EXPOSED STRUCTURAL ELEMENTS ARE TO BE REPAIRED, MATCHED, SMOOTHED, AND COATED. SEE EXTERIOR FINISH SCHEDULE. 13. COMPLETE SEALANT REPLACEMENT AT GRANITE-TO-GRANITE JOINTS, VERTICAL JOINTS AT BRICK MASONRY INSIDE CORNERS, JOINTS AT COPING STONES, SEALANTS TO COUNTERFLASHING. 14. SPALLED AND CRACKED CONCRETE TO BE REPAIRED. 15. ALL DIMENSIONS TO BE V.I.F. A9000 A9000 SHEET NOTES -ELEVATION NOTES METAL CANOPY WITH STEEL TUBE AND KICKER SUPPORT GLASS ENTRY DOORS METAL PANEL CLADDING BELOW STOREFRONT SHADOW BOX SECTION AT FIRE COMMAND ROOM EXIST. GARAGE INTAKE LOUVER. CLEAN, SCRAPE OLD PAIN OFF AND REPAINT EXIST. GARAGE EXHAUST LOUVER. CLEAN, SCRAPE OLD PAINT OFF AND REPAINT TIE OFF ANCHORS SIDE MOUNTED METAL PANEL CLADDING OVER EXISTING GRANITE PIERS WINDOW WALL ASSEMBLY 10 NEW CANTILEVER PROJECTING BALCONY 11 PICKET RAILINGS AT 15TH STREET FACADE 12 SLAB EDGE METAL/PERIMETER BEAM PANEL COVER 13 GLASS GUARDRAIL 14 RESIDENTIAL BALCONY RAILING 15 OPEN TO BEYOND 16 UNIT EXHAUST VENT 17 INBOARD BALCONY 18 PATCH, SMOOTH PAINT EXPOSED CONCRETE INCLUDING SOFFIT 19 METAL TRELLIS WITH STEEL STRUCTURE, SEE LAND. STRUCT. 20 EXISTING CURB REPAIR DAMAGE 21 METAL TRELLIS, SEE STRUCT. 22 INFILL BRICK WALL ASSEMBLY 23 REPAINT EXISTING STEEL CORNER GUARDS 24 REPLACE OVERHEAD DOOR WITH NEW OVERHEAD DOOR 25 REFINISHED EXIST. BRICK 26 ROOF ACCESS LADDER 27 BUILDING SIGNAGE BY OTHERS, PROVIDE POWER 28 GRILLING STATION WALL, SEE LAND. EXIST. GRANITE STOREFRONT SYSTEM METAL PANEL IN WINDOW WALL ASSEMBLY SWING BALCONY DOOR SLIDING BALCONY DOOR NEW PUNCHED WINDOW, SEE SCHEDULE BALCONY PRIVACY SCREEN NEW DOOR REPLACE EX. W/ NEW LOUVER DETAILED TO MATCH EX. INDOOR/OUTDOOR FIREPLACE W/ STRUCTURAL STEEL BLDG BEYOND. REPAIR, PATCH, PREP FOR NEW FINISH NEW CANTILEVER PROJECTING BALCONY EXISTING MECH LADDER & STAIR 42 CONTINOUS BRICK RELIEVING ANGLE; ALIGN WITH 43 STRIP PAINT, REPAIR, SMOOTH SURFACE FOR ALT DEDUCT -TIE BACK BALCONY. SEE STRUCTURE. 44 COW TONGUE, COORDINATE WITH MEP 45 BRICK EXPANSION JOINT 46 METAL PANEL JOINT, TYP. 47 FDC WITH REQUIRED SIGNAGE 48 ACCO 1/2 TON ELECTRIC CHAIN HOIST 2330010-PT 49 PREFAB EXTERIOR RATED ALTERNATING TREAD LADDER WITH CUSTOM SIZED PLATFORM 50 FIREPLACE INTAKE, 12" DIA. COORDINATE W/MANUFACTURE 51 FIREPLACE FLUE, 12" DIA. (PH) 10" (LEVEL 1) COORDIN 52 LIGHT FIXTURE PLACED MIDPOINT BETWEEN OPENINGS 53 LIGHT FIXTURE PLACED CENTERLINE OF MULLION 54 FIREPLACE INTAKE LOUVER, COORDINAT W/MANUFACTURER 55 STUCCO CONTROL JOINT @ FLOOR SLAB V.I.F. NEW WORK -LEGEND EXISTING WALL TO REMAIN NEW WALL A B C D 23 45 23 45 1/8" 1'-0" B5 WEST ELEVATION 4 5
1125 15th St NW
UP UPUP ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN A2003 B5 A2001 B5 1 1 2 2 12 12 13 13 14 14 A B.1 F.1 F.1 H.1 H.1 D G G J K L.1 D.2 D.2 E F L 11 11 10 10 8.2 8.2 7 7 5.2 5.2 4 4 B C C H F.2 E.1 H.2 K.1 K.1 J.1 J.1 E.2 E.2 G.1 G.1 1.1 1.1 X1 X1 A1 A1 D.1 A2002 B5 A2004 B5 A2006 B3 A3041 A5 A5 A2051 A5 A2052 A5 A2053 A5 A2054 A5 A2056 A5 A2055 B4 B5 JR2 -315 ANSI TYPE 'A' E3.2 JR1 -304 A4 1BR DEN -317 ANSI TYPE 'A' C2 JR2 -312 E3 JR2 -311 E1 JR2 -310 E1 2BR DEN -309 G1 1BR -313 B2 STUDIO -314 D2 JR1 U-325 A2 JR1 U-324 ANSI TYPE 'A' A1.2 STORAGE 309 EXIT CORRIDOR 304 TRASH 306 STUDIO -318 A10 ELEV A E2-3 ELEV D E5-3 JR1 -307 A3 STUDIO U-308 D1 JR2 U-305 E2 1BR + DEN -306 E4 JR1 U-303 A4.1 1BR DEN U-301 C4 1BR U-320 B1.1 JR1 -319 A8 2BR U-302 F1 ELEC 303 STAIR A SA-3 AMENITY 305 ELEV LOBBY 300 STAIR B SB-3 JR1 U-323 A2 1BR DEN U-316 C3 JR1 U-322 A1.1 2BR U-321 F2.1 ELEV B E3-3 ELEV C E4-3 CORRIDOR 310 8" 123'-1" 10'-0"2'-0" 25'-2" 47'-5" 65'-4" 49'-10" 189'-9" 10'-9" 2'-0" 53'-2 7/8" 36'-8" 24'-7 1/8" 73'-3" 10'-0" 189'-9" 10'-9" 128'-9" 5'-0" 20 20 16 16 13 21 21 15 18 18 17 17 17 22 22 22 22 22 23 23 23 18 17 17 4'-8" 162'-7" A5057 C2 A5002 A2 A5002 A5 A3055 B5 309 AA04D 306 A11B SA-3 A13B SB-3 A13B 304A A03A 304B A03A 304C A03A 303 A02 302 A02 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U01 AU01 U30 U08 U30 U08 U30 J U08 U01 AU01 U30 J U08 A5055 C4 Sim ZF2.X A5002 B2 ZF7.12 ZF0.4 XB4.X XB4.X XB4.X XB4.X XB4.X XB4.X 27 27 27 27 27 27 27 27 27 27 A5031 A3 ADJACENT OFFICE BUILDING A3042 A3 HEX-D HEX-D HEX-D HEX-D HEX-D HEX-D HEX-D HEX-D HEX-D HEX-D HEX-D HEX-D HEX-D HEX-D HEX-D HEX-D HEX-D HEX-D XM-12 XM-12 XM-12 XM-12 XM-12 XM-12 XM-12 XM-12 XM-12 12'-8" R12.2 TELE 302 19 WFH 308 I-324 I-323 I-325 27 6'-8" 4'-0" 8"3'-0"3'-0"6'-8"5'-0"6'-8"3'-4"6'-8"1'-8" 6'-6" +/- A A A A 6'-6" +/- 6'-6" +/- 6'-6" +/4'-4" 6'-6" +/6'-6" +/4'-8" 6'-6" +/6'-6" +/6'-6" +/27 27 27 6'-6" +/6'-6" +/6'-6" +/6'-6" +/6'-6" +/- 4'-4" 6'-6" +/6'-6" +/- 2'-4" 6'-6" +/6'-6" +/- 6'-6" +/- 6'-6" +/- 6'-6" +/- 6'-6" +/4'-4" 6'-6" +/4'-4" 6'-6" +/2'-4" 6'-6" +/1'-5 1/2" 2'-4" A A A A A A A R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 R23.6 MIN 5'-0" 4'-2" 4'-8 7/8" 5'-9" MIN 5'-0" 3'-8"5'-2 3/8"5'-0 1/2" MIN 5'-0"4'-0 1/8"9 1/2" MIN 5'-0" A3051 A4 A5070 A5 A5002 A5 Sim 305A 01F I-320 305B A16A 28 28 28 28 9'-1 3/4" +/9'-1 3/4" +/9'-1 3/4" +/9'-1 3/4" +/9'-1 3/4" +/9'-1 3/4" +/9'-1 3/4" +/9'-1 3/4" +/9'-1 3/4" +/9'-1 3/4" +/8'-9 1/4" 8'-9 1/4" MIN 5'-0" 5'-3" 2'-9 1/2"1'-1 1/4" 8 1/4" 4'-5 5/8" 5 3/8" 7"3'-3 3/4"10'-2"1 1/4" 1 1/2" 1'-2 7/8" 5 1/8" 1'-8 7/8" 3'-4 1/2" MIN 5'-0" 1'-0 7/8" 4'-10 1/4"2'-2 7/8" 1'-1 1/8"1'-8 7/8" 2 7/8" 1'-2 7/8" 2'-11 1/8" 7" 1'-8 1/4" 5'-6" 5'-11" 2'-2 3/4"2'-9 3/4"5'-0" 2'-1 5/8" 2'-2 7/8" 9'-4 1/4" 7'-1 3/8"3'-1 5/8"10'-1 3/4" 9'-4 1/4" 7'-1 3/8"3'-1 5/8"10'-1 3/4" 5'-6" 11'-5"1'-2 5/8" 4'-2 3/8" 3'-10 7/8"1'-8 1/4" 3'-2" 1'-6"2'-5" 2 1/8" 3'-5" 5'-5 7/8" 5'-10 7/8" 1'-10 5/8" 2'-3 1/4" 6'-8" 7'-8" 7'-4" 4'-10" 4'-10" 8 3/8" 7'-7" 3'-9 1/4" 3/4" 2'-3 1/4" 7" 1'-7 7/8" 4'-5"3'-4 7/8" 9 1/8" 7'-5 3/4" 7'-5 3/4" 8'-1 1/4" 8'-1" 6'-2 1/4" 8'-4" 12'-0 3/4"2'-9 3/8" 4'-0"4'-0"2 3/8" 1'-1 1/2" 6 5/8"3'-5" 2'-9 3/4" 2'-2" 1'-6 1/2" 4'-9 1/2" 5'-6" 6'-1" 1'-0 7/8"2'-10" 4'-7"3'-0 1/8" 1'-8 7/8"4'-7" 1'-8 1/8" 8 1/4" 4'-8 7/8" 7" U01 AU01 2'-10 7/8" U01 AU01 WFH 307 AMENITY 305 7 7 2 2 A5032 B5 2 2 2 2'-7 1/4" A5057 C4 2 29 29 29 2 SHEET NOTES -FLOOR PLAN OUTSIDE AREA SHAFT STAIR PRESSURIZATION SHAFT TRASH EXHAUST SHAFT VRV PIPING SHAFT EXISTING STORM RISER SHAFT TO REMAIN TRASH RECYCLING CHUTE SCREEN WALL DIVIDER DOUBLE HEIGHT AMENITY SPACE -FITOUT BY OTHERS RESIDENTIAL TENANT STORAGE SPACE 10 LOADING DOCK TO BE EXTENDED WITH BUILT-UP SLAB 11 NEW EXIT CORRIDOR TO ALLEY, EXISTING GRADE TO BE FIELD VERIFIED 12 EXISTING INFILL SLAB 13 NEW INBOARD BALCONY W/ SLOPING PROTECTIVE COATING 14 NEW CANTILEVER BALCONY W/ TAPERED STEEL BEAMS 15 GREEN ROOF 16 NEW ELEVATOR CABS, DOORS, CONTROLS, AND HALL LANTERNS 17 EXISTING OPENING TO BE INFILLED, RATING TO MATCH ADJACENT SLAB 18 EXISTING SHAFT SPACE TO BE REPURPOSED FOR OTHER USE 19 ROOF ANCHORS WITH SAFETY CABLE SYSTEM SEE SHEET A5041 20 NEW STAIR RAILINGS 21 PATCH, SMOOTH & PAINT EXPOSED EXIST. CONCRETE 22 INFILL BRICK AT EXISTING WINDOW OPENING 23 INFILL WALL WITH LIKE RATED PARTITION WHERE DOOR REMOVED 24 METAL CANOPY WITH STEEL TUBE AND KICKER SUPPORT 25 VERTICAL RECIPROCATOR LIFT FOR TRASH 26 DOCK LEVELER 27 LOCATE THE TWO GWB LAYERS OF THE SCHEDULED PARTITIO TO BATHROOM SIDE; REF PARTITION TYPE AND TYPICAL TUB/SHOWER DETAIL 28 FULL HEIGHT METAL & GLASS INTERIOR STOREFRONT SYSTEM W/ HORIZONTAL VERTICAL MULLIONS. SEE ID DWGS. AUTOMATIC SPRINKLERS ALONG ATRIUM GLASS. SEE G0015 29 FIRE EXTINGUISHER CABINET, SEE G0014 -G0016 2 GENERAL NOTES -FLOOR PLAN 1. REFER TO LANDSCAPE LAYOUT FOR AMENITY POOL TERRACES 2. REFER TOFOR TYPICAL PLAN DETAILS 3. REFER TOSERIES FOR TYPICAL ASSEMBLY SCHEDULES 4. REFER TOSERIES FOR TYPICAL FINISH SYSTEMS SCHEDULES 5. MECHANICAL SHAFTS SHALL BE ENCLOSED WITH PARTITION TYPE R12.2 U.O.N. 6. EXTERIOR WALL INFILL SHALL BE XM-12 U.O.N. 7. NEW EXTERIOR WALL BACK-UP AT METAL PANEL & XB4.X SHALL BE YS1.6 U.O.N. 8. ALL EXISTING EXTERIOR MASONRY WALLS AND COLUMNS EMBEDDED IN EXTERIOR WALL SHALL BE FURRED OUT WITH WALL TYPE YS2.2 U.O.N. 9. ALL EXISTING INTERIOR MASONRY WALLS SHALL BE FURRED OUT AND INSULATED WITH WALL TYPE U.O.N. 10. TYPICAL FLOOR ELEC ROOM, TELECOM, POOL EQUIP, RASH, BOH, STORAGE, WFH ROOMS SHALL BE R01.3 U.O.N. 11. UNIT TO UNIT DEMISING WALL SHALL BE R23.1 U.O.N. 12. UNIT TO CORRIDOR DEMISING WALL SHALL BE PARTITION TYPE R23.1H U.O.N. 13. FLOOR SYSTEMS SHALL BE ZF0.5 U.O.N. 14. SPOT ELEVATIONS PROVIDED ARE RELATIVE TO EXISTING SLAB LEVEL 15. ALL DIMENSIONS TO BE V.I.F. 16. MASONRY DIMENSIONS ARE TO THE FINISH FACE U.O.N 17. DIMENSIONS ARE TO FACE OF GYP. BOARD U.O.N. 18. UNIT DEMISING WALL DIMENSIONS ARE TO CL OF WALL U.O.N. 19. SEE LEVEL 03 FOR TYPICAL OVERALL/DEMISING DIMENSIONS, SHEET NOTES, &WALL TAGS FOR LEVELS 3-10 20. SEE LEVEL 11 FOR TYPICAL OVERALL/DEMISING DIMENSIONS, SHEET NOTES, &WALL TAGS FOR LEVELS 11-12 21. REFER TO ID DOCUMENTS FOR INTERIOR AMENITY LAYOUTS 22. TYPICAL DOOR JAMB TO BE 6" FROM ADJACENT PARTITION. UNIT ENTRY DOOR JAMB TO BE 4" FROM ADJACENT PARITITION. U.O.N. 23. NEW WINDOWS TO GO INTO EXISTING WINDOW OPENINGS U.O.N. A5000 A9000 A9000 YS2.2 2 NEW WORK -LEGEND EXISTING STRUCTURAL CONCRETE COLUMN/BEAM EXISTING WALL TO REMAIN NEW WALL NEW INFILL SLAB REGION EXISTING INFILLED SLABS (LIGHT WEIGHT CONCRETE ON METAL DECKING) EXTERIOR DIMENSIONS -SHEET NOTES A EXISTING MASONRY OPENING B NEW OPENING IN EXISTING MASONRY B A B C D A PROJECT DETAILS ADDRESS REVISIONS STAMP PROJECT NO. DRAWN BY SCALE C 1 23 45 PROJECT NAME CLIENT NAME D CONSULTANTS Hickok Cole 301 N Street Washington, 202.667.9776 hickokcole.com 1 5TH STREET NW/21070-1125 15TH STREET-CORE & SHELL-A RCH-DD03-R23.rvt 1/8" = 1'-0" WASHINGTON 21070 Author 1125 15TH LINCOLN 0 1/8" = 1'-0" A5 LEVEL 03 -NEW #DATEDESCRIPTION 2022-04-01SCHEMATIC DESIGN SET 2022-07-2250% DESIGN DEVELOPMENT SET 2022-09-16100% DESIGN DEVELOPMENT SET 6 7
Hickok Cole Architects, Washington D.C
Project team: Quy Nguyen, Greg Woodruff, Jason Ovalle
New construction of 14 story plus penthouse multi-family residential building. Participated from concept design through construction documents. Lead unit planning and documentation with senior PA of 149 units.
LEVEL LOBBY 88.50 LEVEL 03 103.17 LEVEL 04 112.50 LEVEL 05 121.83 LEVEL 06 131.17 LEVEL 07 140.50 LEVEL 08 149.83 LEVEL 09 159.17 LEVEL 10 168.50 LEVEL 11 177.83 LEVEL 12 187.17 LEVEL 13 196.50 LEVEL 14 205.83 PH LEVEL 217.50 PH ROOF 227.50 PH MECHANICAL 237.50 LEVEL 01 84.50 LEVEL 02 93.83 MEASURING POINT 87.70 E A.1 G 10'-0" 10'-0" 11'-8" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" A-211 C5 AFB-1 AFB-1 20'-0" 129'-9 5/8" 5'-4" 4'-0" 13 13 4 5 CS-1 CS-1 CS-1 CS-1 LV2 W2a W2a W1c W1k W2a W1b W1k W1c LV1 LV1 WD1 W1d W1e LV1 LV1 WD1 W1d W1d WD1 LV1 LV1 W1e W1k W1c LV1 LV1 WD1 W1d W1d WD1 LV1 LV1 W1e W1e LV1 LV1 WD1 W1d W1d WD1 LV1 LV1 W1c W1k LV1 LV1 WD1 W1d W1d WD1 LV1 LV1 W1e WD1 W1d W1d WD1 LV1 LV1 W1c W1k W1e LV1 LV1 REAR YARD ELEVATION 85.67 A2 A-302 AFB-1 AFB-2 W4a W4a W4a W4a W4a W4a W1e W4a W4a W2a W2a W2a W2a W4a W4a W4a W4a W4a W2a W4a W4a W2a W2a W2a W2a W2a W2a W2a W2a W4a W4a W4a W4a W4a W4a W4a W4a W2a W2a W2a W4a W2a LV2 W1a 2'-0" 1'-2" WD3 WD3 WD3 WD3 EL-2 EL-2 TYP. AFB-2 AFB-2 AFB-1 AFB-1 TYP. 12 TYP. 5 TYP. 8 11 TYP. ABUTTING EXISTING STRUCTURE 7'-0" 14 W1g W1g W1g W1g W1g W1g W1g MAX. BLDG HEIGHT 217.70 A3 A-301 C.2 B.6 C.8 C.9 E.2 C.5 B.2 D.2 16 TYP. 16 16 17 TYP. A B C D 2 3 4 5 11/11/2023 4:39:21 PMAutodesk Docs://22078-1201 L S TREET/22078-1201 L STREET-ARCH-R23.rvt 0 1/8" 1'-0" A5 8' 4' 16' ELEVATION -EAST LEVEL LOBBY 88.50 LEVEL 03 103.17 LEVEL 04 112.50 LEVEL 05 121.83 LEVEL 06 131.17 LEVEL 07 140.50 LEVEL 08 149.83 LEVEL 09 159.17 LEVEL 10 168.50 LEVEL 11 177.83 LEVEL 12 187.17 LEVEL 13 196.50 LEVEL 14 205.83 PH LEVEL 217.50 PH ROOF 227.50 PH MECHANICAL 237.50 LEVEL 02 93.83 MEASURING POINT 87.70 E A.1 10'-0" 10'-0" 11'-8" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" AFB-1 AFB-1 20'-0" 129'-9 5/8" 5'-4" 4'-0" 13 13 2 4 5 CS-1 CS-1 CS-1 CS-1 LV2 W2a W2a W1c W1k W2a W1b W1k W1c LV1 LV1 WD1 W1d W1e LV1 LV1 WD1 W1d W1d WD1 LV1 LV1 W1e W1k W1c LV1 LV1 WD1 W1d W1d WD1 LV1 LV1 W1e W1e LV1 LV1 WD1 W1d W1d WD1 LV1 LV1 W1c W1k LV1 LV1 WD1 W1d W1d WD1 LV1 LV1 W1e WD1 W1d W1d WD1 LV1 LV1 W1c W1k W1e LV1 LV1 A2 A-302 AFB-1 AFB-2 W4a W4a W4a W4a W4a W4a W1e W4a W4a W2a W2a W2a W2a W4a W4a W4a W4a W4a W2a W4a W4a W2a W2a W2a W2a W2a W2a W2a W2a W4a W4a W4a W4a W4a W4a W4a W4a W2a W2a W2a W4a W2a LV2 W1a 2'-0" WD3 WD3 WD3 WD3 EL-2 EL-2 TYP. AFB-2 AFB-2 AFB-1 AFB-1 TYP. 12 TYP. TYP. 11 TYP. ABUTTING EXISTING STRUCTURE 7'-0" 14 W1g W1g W1g W1g W1g W1g W1g MAX. BLDG HEIGHT 217.70 C C.2 B.6 C.8 C.9 D E.2 C.5 B.2 B D.2 16 TYP. 16 16 17 TYP. ELEVATION -GENERAL NOTES 1. REFER TO A900 FOR EXTERIOR FINISH SCHEDULE. 2. SEE A900 FOR WINDOW AND LOUVER SYSTEMS SCHEDULE. 3. ENTRY AND TERRACE DOORS DO BE INSULATED AND COMPLY WITH ADA AND CODE REQUIREMENTS. 4. RAILINGS TO BE MIN. 42" FROM FINISH WALKING SURFACE OF TERACCES/FFL; AND BE ENGINEERED BY MFR TO MEET ALL CODE REQUIREMENTS. ELEVATION -SHEET NOTES COURTYARD LOUVERS TO BE PROVIED BY MECHANICAL EQUIPMENT SUPPLIER TYPICAL BRICK VENTS ARE RV UON. SEE SYSTEMS SCHEDULE ON A-900 AND LOUVER TYPE SCHEDULE ON A-907 ARCHITECTURAL LOUVERS ARE LV UON. SEE SYSTEMS SCHEDULE ON A-900 AND LOUVER TYPE SCHEDULE ON A-907 PENTHOUSE TRELLIS; REFER TO SHEET A-563 PENTHOUSE RAILINGS TO BE RL-2 TYP. SEE SYSTEMS SCHEDULE ON A-900 AND DETAILS ON A-561. BALCONY AND COURTYARD RAILINGS RL-1 TYP. SEE SYSTEMS SCHEDULE ON A-900 AND DETAIL A1/A-500. PROVIDE REVEAL AT JOINT LOCATIONS TYP. HORIZONTAL OINTS TO BE PROVIDED AT ENTRY LEVEL, VERTICAL JOINTS TO BE PROVIDED AS SHOWN IN ELEVATION BRICK RECESSED 1" DECORATIVE ALUMINIUM "C" CHANNEL TRIM EXTRUSTION REVEAL TO MATCH AFB-1 COLOR AND FINISH; FOR TYPICAL DETAIL 10 LAMINATED SAFETY GLASS WITH FRITE PATTERN 11 COPINGS 12 SCUPPERS 13 JULIETTE RAILINGS TO BE RL-3 TYP. SEE SYSTEMS SCHEDULE ON A-900. 14 COVER FOR BUILDING GAP 15 THRU WALL SCUPPER 16 BRICK EXPANSION JOINTS 17 EIFS/TILE EXPANSION JOINTS B B C D PROJECT DETAILS ADDRESS REVISIONS NOTES STAMP PROJECT NO. DRAWN BY C 1 2 3 4 5 PROJECT NAME CLIENT NAME D CONSULTANTS Hickok Cole Architects, 301 N Street NE, Washington, DC 202.667.9776 hickokcole.com TREET/22078-1201 L STREET-ARCH-R23.rvt 1201 L ST. 22078 PM 1201 L ST. A.E. Impact #DATEDESCRIPTION 2023-03-10SCHEMATIC DESIGN SUBMISSION 2023-06-02100% DESIGN DEVELOPMENT SET 2023-07-2150% CONSTRUCTION DOCUMENT SET 2023-10-06PROGRESS COORDINATION SET 8 9
1201 L St NW
B
C
11'-11 5/8"
14'-1 1/2" BR U-1210 A4
32 32
9'-6" 7'-0" 3'-8"8'-11 3/4" 3'-8"3'-9 1/2"2'-4"3'-4 1/4"7'-0"5'-11"7'-0" 1'-4"
38'-7 3/8" 37'-4" 59'-10" 135'-9 3/8" 45'-6 1/2"
ADJ. EXISTING BUILDING ADJ. EXISTING BUILDING
10'-0 3/4" 1209B
4.5 3 1/4" FEC-1 FEC-1 32
ADJ. EXISTING BUILDING XB2.6 XB2.6
1.1 6.5 4.3 C C.2
BR U-1211 BR -1209 A2
2.8 6.2 C.5
SA-12
STUDIO -1201 ANSI TYPE S1.2 BR -1208 A1
JNR -1207 C1.3
JNR -1206 C1.1
9" 1'-8"3'-8"3'-2" 3'-8"10'-8" 75'-3 1/2"
BR -1202 A3
1202B D
1'-0" 1'-0" XB2.6 XB1.6 4'-1" 4'-0" XB1.6
JNR -1205 ANSI TYPE 'A' C1.2
187.17' 4'-8"9'-0" 8"
BR -1204 B1
BR -1203 A5
32
1'-0" 1'-0" 1'-0" 6" 11'-11 3/8"2'-8"1'-6"10'-0" 14'-4" 2'-8"7'-0"3'-4"7'-0"2'-8" 2" 3'-4"6'-4" 8" 2'-10"2'-8"7'-0"3'-4"7'-0"2'-8" 2" 2'-8"8"2'-8" 1'-2" 2'-8" 8" 5'-8"1'-8"2'-8"7'-0"3'-4"7'-0"2'-8"
2'-0"
1'-0" 1'-0" 1'-0"
1'-0"
1'-0"
2"
D5 18' 12' 6'
1/8" = 1'-0"
6" 4'-2 3/8"3'-8"3'-10"2'-4"3'-4"7'-0"5'-11"7'-0"1'-4"
38'-7 3/8" 37'-4" 45'-4 3/8"
12 12
32 32
-203 A5
59'-10" 7'-0"3'-5 1/8"6" A3 A-203 R30.3
8" 2'-8"1'-8"2'-8"1'-8"10'-0"
6'-11 1/2" 2'-0"
B.6 C.8 C.9 D E.2
B.2 D.2
C
D CONSULTANTS
1'-1"
U01 U01
10"
R30.3H
XD3.6 SA-04 A113
U01 B
XB2.6
D A 1 2 3 4 5
PROJECT NAME CLIENT NAME
Hickok Cole Architects, Inc. 301 N Street NE, Suite 300 Washington, DC 20002 202.667.9776 hickokcole.com 11/12/2023 9:32:58 PMAutodesk Docs://22078-1201 L S TREET/22078-1201 L STREET-ARCH-R23.rvt 1/8" = 1'-0"
XD3.6 XD3.6 XD3.6 YM4.8
ELEC 0402
ADJ. EXISTING BUILDING ADJ. EXISTING BUILDING
1 2 3 4 5 © 2023 Hickok Cole Architects, Inc.
YM4.8 S05.2
12 12
BR U-0411 ANSI TYPE 'A' B2.2 BR -0409 ANSI TYPE A2.2
16 1'-0" 1'-0"
R30.3 R30.3 R12.2 R12.2 R30.3
1'-6 5/8" S05.1N
C01.8
3'-5 1/8" 3" 3'-0" XB2.6
3'-3 3/4" 6'-7 7/8" 5'-2"
BALC
1.1 6.5 4.3 C C.2
5 7 9 A.1
1'-10"4'-11 3/4"
2.8 6.2 C.5
STAIR B SB-04 STAIR SA-04
ELEVATOR ELEVATOR
A3 A-221 3.9 74'-11 1/2"
R30.3 R30.3H R30.3H
A3 A-222 A5 A-222 A5 A-221 A5 A-223
0409B D411
0409B D411
9'-6" 7'-0" 8'-3"3'-8" BALC
STUDIO -0401 S1 BR -0408 A1
R30.3H R30.3
9 1/8" 4'-2" 3'-11 3/8"
10 ELEVATOR LOBBY 0404
8" 3'-0"
BR -0402 A3
1'-4 1/4" 2'-0" 5'-8" 3'-0" 5'-8" 2'-0" 10'-7 5/8" 2'-0"5'-8"3'-0"5'-8"2'-0"
4" 5'-8"
2'-1 3/8" 1'-1 1/8" 6'-3 7/8" FEC-1 FEC-1
CORRIDOR 0401
12'-9 3/4" 10'-6" 7'-6"
3'-6 3/4"
4.5 13'-7 1/2" 3'-0"6'-6" 3'-0"3'-0" 1'-2 3/4" 5'-2 1/2" 3'-10 3/8" 3'-6 1/8" 9 1/8"
R30.3 R30.3H R30.3H R30.3 R30.3 R30.3
U01 B U01 U01 B
11'-11 5/8" XB2.6 4'-0" XB1.6s
R30.3 R30.3 R30.3 2'-2 1/8"
1'-7 3/4" 3/4" 32
JNR -0407 C1.3
XB2.6 XB2.6
6'-11 1/2" 1'-8" 2'-8" 1'-8" 2'-8" 8"
2'-3 1/8" R30.6 R30.6
BR -0403 A5
U01 B 6'-7 3/8"3'-8"1'-8"2'-8"1'-6"3'-0" 1'-0" 6'-0"4'-8"9'-0" 8" 2'-8"7'-0"3'-4"7'-0"2'-8" 2" 6'-0"1'-0"6'-0" 2" 2'-8"7'-0"3'-4"7'-0"2'-8" 2" 6'-0" 1'-2" 9'-0" 1'-8" 2'-8"7'-0"3'-4"7'-0"2'-8"
15'-4"
32
10'-7 1/2" 16'-1 3/8" 10'-0" 14'-4" 22'-8" 13'-4" 22'-8" 18'-0" 22'-8"
32 6 7
A5 A-225
11'-9 5/8"1'-5 7/8" 10'-5 7/8" 7'-6"
TRASH 0403 XB1.6s XB1.6s
XB2.6
0403 A116 0402 A816 SB-04 A113 U01 U01 B U01 U01 B
R30.6 R30.6
R30.3H R30.3H
4'-0"
XB2.6
JNR -0406 C1.1
JNR -0405 C1
BR -0404 B1
4'-0" 4'-0"
XB2.6 XB1.6s XB2.6
XB2.6
XB2.6
18'-4"
XB2.6
A5 A-224 BR U-0410 A4
MIN 5'-0" XB1.6s XB1.6s
XB2.6 XB2.6
1'-8" 3'-8" 1'-8" 3'-8" 1'-8" 1'-2"
XB2.6 XB2.6
GENERAL NOTES -FLOOR PLAN 1. REFER TO A-330 SERIES FOR ENLARGED STAIR AND RAMP PLANS & SECTIONS 2. REFER TO A-340 SERIES FOR ENLARGED ELEVATOR PLANS SECTIONS. 3. REFER TO A-350 FOR TRASH ROOM PLANS & SECTIONS. 4. REFER TO A-900 SERIES FOR TYPICAL MATERIALS, FINISHES & SYSTEMS SCHEDULES. 5. MECHANICAL SHAFTS SHALL BE ENCLOSED WITH PARTITION TYPE R12.2 U.O.N. 6. ALL EXISTING EXTERIOR MASONRY WALLS AND COLUMNS EMBEDDED IN EXTERIOR WALL SHALL BE FURRED OUT WITH WALL TYPE S05.2 U.O.N. 7. TYPICAL FLOOR ELEC ROOM, TELECOM, POOL EQUIP, TRASH, BOH, STORAGE, WFH ROOMS SHALL BE R01.3 U.O.N. 8. UNIT TO UNIT DEMISING WALL SHALL BE R30.6, U.O.N. 9. UNIT TO CORRIDOR DEMISING WALL SHALL BE PARTITION TYPE R30.6H U.O.N. 10. FLOOR SYSTEMS SHALL BE FS-4, U.O.N. 11. DIMENSIONS ARE TO FACE OF GYP. BOARD, U.O.N. 12. MASONRY DIMENSIONS ARE NOMINAL AND TO FINISH MASONRY FACE, U.O.N. 13. UNIT DEMISING WALL DIMENSIONS ARE TO CL OF WALL U.O.N. 14. SEE LEVEL 04 FOR TYPICAL OVERALL/DEMISING DIMENSIONS, SHEET NOTES, & WALL TAGS FOR LEVELS 03-13 U.O.N. 15. REFER TO ID DOCUMENTS FOR INTERIOR AMENITY LAYOUTS. 16. TYPICAL DOOR JAMB TO BE 6" FROM ADJACENT PARTITION. 17. PAINT ALL FEC'S TO MATCH WALL IN WHICH THEY OCCUR, U.O.N. 18. RAILINGS AND PARAPETS ON ROOF LEVEL SHALL BE CAPABLE OF WITHSTANDING ALL WINDOW WASHING LOADS. 19. ROOF ANCHORS AND RECESSED ROOF ANCHORS FOR WINDOW WASHING EQUIPMENT AND FALL PROTECTION ANCHORS WITH LIFELINES, QUANTITIES AND LOCATION ARE CONCEPTUAL. FINAL LOCATIONS TO BE DETERMINED BY PROFESSIONAL WINDOW WASHING ENGINEER. FULL DESIGN TO BE DELEGATED DESIGN BY SUB-CONTRACTORS. 20. PROVIDE 5'x8' PLYWOOD BOARDSIN TEL/ELEC CLOSETS FOR ATTACHING EQUIPMENT. -201 A5
8.9 G
XB2.6 XB1.6s
FLOOR PLAN -LEVEL 04 TO 11
A5 18' 12' 6'
18'-4"
12'-4"
B.2 D.2
6" 6" 139'-9 3/8"
A5
-204 A5 -202
B.6 C.8 C.9 D E.2
SHEET NOTES -FLOOR PLAN BEAM GIRDER -REFER TO STURCTURAL PENTHOUSE RAILINGS TO BE RL-2 TYP. SEE SYSTEMS SCHEDULE ON A-900 AND DETAILS ON A561 CANOPY, REFER TO A-562; REFER TO STRUCTURAL DECORATIVE LOUVERS ARE LV UON. SEE SYSTEMS SCHEDUL ON A-900. BRICK VENTS ARE RV, UON. SEE SYSTEMS SCHEDULE ON A-900. MECHANICAL AREAWAY SCREEN WALL WITH TUBE STEEL SUPPORT TRELLIS, REFER TO A-563; REFER TO STRUCTURAL GUARDRAIL TRENCH DRAIN 10 ROOF LADDER 11 SCUPPER WITH DOWNSPOUT AND SPLASH BLOCK 12 EXPANSION JOINT BETWEEN EXISTING AND NEW BUILDINGS; 4" MIN. WIDE, TO BE FINALIZED BY STRUCTURAL 13 EXPANSION JOINT AT ROOF BETWEEN EXISTING AND NEW BUILDINGS; 4" MIN. WIDE, TO BE FINALIZED BY STRUCTURAL 14 SCUPPER 15 THRU WALL SCUPPER 16 OUTDOOR AMENITY AND LANDSCAPING; REFER TO LANDSCAPE DRAWINGS 17 ALTERNATING TREAD DEVICE 18 ROOF HATCH 19 OA RISER; REFER TO MECHANICAL 20 GAS METER; REFER TO CIVIL 21 PRIVACY DIVIDER SCREEN 22 REINFORCEMENT OF EXISTING FOUNDATION; REFER TO STRUCTURAL DWGS 23 BIORETENTION FACILITY; REFER TO CIVIL FOR DETAILS; VISIBLE SURFACES TO BE FINISHED WITH EIFS 24 RECESSED WALK OFF MAT; REF ID. COORDINATE RECESS WITH STRUCTURE. 25 10" STORMWATER INVERT @ 76.1; 8" SANITARY INVERT @ 76.0; REFER TO CIVIL FOR DETAILS 26 4" DOMESTIC INVERT @80.0; 6" FIRE WATER CONNECTION INVERT @ 79.9; REFER TO CIVIL FOR DETAILS 27 PROVIDE STRAPPING AT PERIMETER -(1) ROW OF 24 24; @PENTHOUSE -STRAP BELOW PAVERS 28 FULLY GROUT PARTITION AT BASE 8" HIGH 29 6" WIDE AND 8" HIGH CONCRETE CURB 30 SLAB DEPRESSION AT FITNESS FLOOR AND LOBBY ENTRY MAT 31 BOLLARDS 32 PROPERTY LINE
B A
A 6.5 6.2
A3 A-222 A5 A-222 8.9 10
A.1
PROJECT DETAILS ADDRESS REVISIONS NOTES STAMP PROJECT NO. DRAWN BY SCALE DRAWING TITLE DRAWING NO.
FLOOR PLAN -LEVEL 12 #DATEDESCRIPTION 2023-03-10SCHEMATIC DESIGN SUBMISSION 2023-06-02100% DESIGN DEVELOPMENT SET 2023-07-2150% CONSTRUCTION DOCUMENT SET 2023-10-06PROGRESS COORDINATION SET 2023-11-10PERMIT/ GMP SET 0 1/8" = 1'-0"
1201 L ST. NW A.E. Impact II LLC 1/8" = 1'-0"
A2 8' 4' 16'
1201 L ST. NW 22078 Author FLOOR PLANLEVEL 04-11 AND 12 A-104
FLOOR PLAN -PARTIAL -LEVEL 05 10 11
ALIGN ALIGN ALIGNALIGN ALIGN ALIGN ALIGN ALIGN -201 A5 -202 A5 -203 A5 5 7 9 A.1 A3 A-222 A5 A-222 A5 A-221 A5 A-223 A5 A-224 8.9 G 10 STAIR SB-12 STAIR A SA-12 TRASH 1203 ELEC 1202 ELEVATOR ELEVATOR CORRIDOR 1201 ELEVATOR LOBBY 1204 A5 A-225 A3 A-221 3.9 18'-4" 12'-4" 18'-4" 40'-5 3/8" 22'-8" 13'-4" 22'-8" 18'-0" 22'-8" 139'-9 3/8" 1203 A116 1202 A816 SB-12 A U01 U01 B U01 U01 B U01 U01 U01 B U01 U01 B U01 B U01 B 2'-0"5'-8"3'-0"5'-8"2'-0"5'-4"1'-8"3'-8"1'-8"2'-0"5
'-8"3'-0"5'-8"2'-0"
Teass \ Warren Architects, Washington D.C Collaboration with CJ LaMora
New construction of 8 unit multi-family building - 3 story plus cellar and penthouse. Participated from initial concept through CD.
T E D DW DW DN W W D UP NEW WALL EXISTING WALL NOT IN CONTRACT 1 HR RATED WALL 1. CONTRACTOR TO ASSUME THAT ALL WORK IS NEW, UNLESS NOTED AS "EXISTING" OR "EX". 2. CONTRACTORS TO FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS, NOTIFY ARCHITECT / OWNER OF ANY DISCREPANCIES. 3. PROTECT EXISTING CONSTRUCTION DURING ALTERATION RENOVATION. 4. ALL DIMENSIONS ARE TO FACE OF FINISH, U.N.O. 5. PATCH REPAIR ALL EXISTING G.W.B. WALLS. 6. ALL INTERIOR WALLS ARE TYPE W9, UNLESS NOTED OTHERWISE. 7. ALL EXTERIOR WALLS IN TYPE III-B CONSTRUCTION SHALL BE NON-COMBUSTIBLE FRT LUMBER, INCLUDING STUDS, POSTS, HEADERS AND RIM JOIST. REFER TO CS.02 FOR CODE ANALYSIS SUMMARY INTERIOR LOAD BEARING WALL; RE: FRAMING STRUCTURAL PLANS 2 HR RATED WALL PROPERTY LINE TEMPERED GLAZING EMERGENCY ESCAPE RESCUE OPENING: 5.7 SF MIN. A3.02 4 A3.03 5 A3.04 4 A3.01 5 3 A4.01 3 A4.01 1 A4.02 1 A4.02 2 A4.02 2 A4.02 1 A4.03 1 A4.03 A C D E G 1 11 7 PROPERTY LINE 66'-8 1/4" [66.70'] PROPERTY LINE 120'-1" [120.08'] 89'-4" 3'-6" 26'-7" 1'-10" 27'-9" 3'-5 3/4" 20'-4" 10'-7 3/4" 27'-1 3/4" 11'-2 1/4" 5'-0" 20'-11 3/4" 5'-0 1/2" 6'-7 1/2" 27'-8 1/2" FACE ON LOT LINE 55'-6" [55.50'] 2'-0" 56'-3" 9 2 B 9'-3 1/2" 10'-4" 13'-0 1/4" BEDROOM 001-08 BEDROOM 001-17 BEDROOM 001-18 BATH 001-15 BATH 001-11 C BATH 001-06 UT TY 008 CL CORR DOR 006 BEDROOM 002-10 BEDROOM 001-12 BATH 001-13 BEDROOM 001-09 CL BA H 001-19 BA H 001-21 BEDROOM 001-22 W D MECH WH BEDROOM 002-04 B DROOM 002-09 BEDROOM 002-14 CL BATH 002-07 BEDROOM 002-19 CL UN T 00 9'-1 1/2" C CL 7'-9" 2'-0" 33'-2" 4'-6" 9'-2" 11'-9" 11'-6" 11'-6" 3'-2 1/2" 4'-8 1/4" 10'-7" 9'-4" 4'-6" 5'-0" 9'-7 3/4" 11'-1 1/4" 2'-0" 15'-11 1/4" 19'-6 3/4" 9'-9 1/2" 7'-8" 11'-9 1/4" 2'-0" AREAWAY WINDOW WELL S A R A -7'-1 1/4" (57.00') CELLAR F.F. WINDOW WELL WINDOW WELL 13'-0" 11'-0 3/4" 26'-11 1/2" 4'-2" C CL -8'-11 1/2" (55.14') T.O. UTILITIES UN 001 3'-4 1/2" 4'-0 1/2" B KE STORAGE 007 4 5'-11 1/2" 2'-1" 3'-6" 3'-0" 4'-5 1/4" 3'-0" 3'-6" 13'-2 1/4" 10'-6" 5'-0" C CL T 004 COMMON C 005 8'-9 1/4" C CL BEDROOM 002-22 10'-9 1/2" 10 8 6 3 11'-10 3/4" 3'-10 1/2" -6'-8 3/4" (57.36') AREAWAY LP -3'-0" (61.05') WINDOW WELL -3'-0" (61.05') WINDOW WELL -3'-0" (61.05') WINDOW WELL 6'-9 3/4" 5'-0" W W/D MECH K TCHEN 002-02 BATH 002-06 26.10 D N NG 002-03 BATH 002-12 D N NG 001-02 L NG 001-03 K CHEN 001-02 -6'-4 3/4" (57.70') AREAWAY HP 22.31 22.31 22.31 22.31 22.31 22.31 22.33 22.33 26.12 AP-08 AP-09 AP-08 AP-09 22.33 22.33 UC DH2 3084 UB DH2 3284 UB DH2 3284 UA 3684 UA2 3684 UD 5484 UD1 4284 UC DH2 3084 UC DH2 3084 UB DH2 3284 UB DH2 3284 UE2 DH2 3084 UF3 6084 UD1 4284 UD 5484 UD2 3684 UB DH2 3284 008 3684 007 3684 UD 5484 UC DH2 3084 004 3084 005 6084 UC DH2 3084 UB DH2 3284 UF3 6084 UB DH2 3284 UB DH2 3284 UB DH2 3284 UC DH2 3084 UA 3684 UD 5484 UB DH2 3284 PD3 G G H H E E A2 A2 W0 W9A W9A W9B W3 W9B W9A W9A BATH 002-13 DH2 3084 UC DH2 3284 UB DH2 3284 UB 3'-4" W13 W13 W9B 22.33 A7.82 2 22.31 22.31 22.31 22.31 22.31 5.05 5.05 5.05 5.05 3'-5" 5'-7 1/4" 4'-0" 5484 UD_ DH2 3084 UC 5484 UD 7284 UD5 9'-10 1/2" 2'-0" 9'-10 1/2" 3'-3" 7'-5" 4284 UD1 BATH 002-23 P U B L C A L L E Y 18'0" ROW PUBL C A LEY 16'-0" ROW 329 15TH STREET NE ADJACENT PROPERTY - N.I.C. A4.11 2 A4.11 1 A4.12 A4.11 1'-4" (65.43') WINDOW WELL A3.01 7 A3.02 5 A3.03 15 A3.03 16 A4.05 A4.05 A3.02 6 DH2 3084 UC DH2 3084 UE2 A A A A 5 22.36 22.06 22.07 22.07 22.06 22.06 22.06 22.06 22.07 22.07 22.07 0'-6" (64.60') WINDOW WELL C CL CL W5 W7 W8B E1 W9B W8A A3.03 7 5'-0" 5484 UD DH2 3084 UC 2'-0" W9B W9A W8A W9A W0 W5 W9A W9B W9A E1 W8B E1 W8B W0 W0 W0 W8B W0 W0 W0 W8B W8B E1 W8B W9BW8A W8A W2 W8B W0 W2 W0 W8B W0 W8B W10B W8A W0 W8A W0 W0 W0 W8A W0 W8A W2 W2 W10B W10B W0 W0 W0 W0 W0 F W8A W2 W8B W10B W2 W2 W2 W0 W8B E1 E1 A3.04 AC-02 10.06 A7.80 A7.71 2 A4.12 1 A4.13 1 A4.14 SN-02 SN-04 SN-05 SN-06 -7'-1 1/4" (57.00') CELLAR F.F. 1 5 T H S T N E 90' ROW 32' ROADWAY 12' EAST SIDEWALK 17' EAST PARKING 12' WEST SIDEWALK 17' WEST PARKING 4 A4.06 4 A4.06 C COAT UD4 2484 26.10 D PD3 UC DH2 3084 UC3 DH4 1584 1'-3 1/2" 3'-1" 6'-0 1/2" 3'-10" 11'-8" S ST UD3 DH2 2884 ID5.41 1 ID5.41 S N WE 16'-0 1/4" 2'-7" 1'-0 1/2" 1'-1 1/2" 12'-8 1/4" 4'-5 1/2" 6'-8 1/2" 6'-11 3/4" 3'-9 3/4" 11'-3 1/4" ID5.41 ID5.41 ID5.41 8 ID5.41 ID5.41 6 ID5.41 7 4'-7 1/2" 3'-0" 21'-6 1/4" 13'-2" 20'-10" 33'-10" 30'-9" 5'-0" UC2 DH2 2884 22.32 ID5.21 1 ID5.21 2 DATE USE REV 515 M ST SE SUITE 200 WASHINGTON, DC 20003 202.683.6260 © 2019 TEASS WARREN ARCHITECTS AHJ APPROVAL STAMP DESIGN PROFESSIONAL STAMP ISSUE TITLE: ISSUE DATE: PROJECT PIC: PL: m @ a s-w om AM RESPONSIBLE FOR DETERMINING THAT THE ARCHITECTURAL DESIGNS INCLUDED IN THIS APPLICATION ARE IN COMPLIANCE WITH ALL LAWS AND REGULATIONS OF THE DISTRICT OF COLUMBIA. HAVE PERSONALLY PREPARED, OR DIRECTLY SUPERVISED THE DEVELOPMENT OF, THE ARCHITECTURAL DESIGNS INCLUDED IN THIS APPLICATION. LAYOUT PLANCELLAR 331 15TH ST NE R18325 A2.11 331 15TH STREET NE WASHINGTON, DC 20002 SQUARE 4564 LOT 0811 B1905791 30 APR 2019 ISSUE FOR PERMIT NEW CONSTRUCTION 26 JUNE 2019 PERMIT REV. HUSKA CONSULTING, LLC chuska@huskaconsulting.com (703) 425-3862 FMC& ASSOCIATES, LLC fadil.ma@fmcassoc.com (202) 863-0911 KK ENGINEERING kkhalifa@kkedesign.com (443) 393-1070 JOSEPH RICHARDSON DESIGN josephrichardsondesign@gmail.com (202) 670-4405 WT CL CIVIL: STRUCTURAL: MEP: LANDSCAPE: 1 A2.11 SHEET NOTES / LEGEND 3 A2.11 KEYNOTES 5.05 METAL HANDRAIL RE: A6.51 10.06 FIRE EXTINGUISHER RE: CS.02 22.06 SANITARY PIPE RE: PLUMB. DWGS. 22.07 VENT PIPE RE: PLUMB. DWGS. 22.31 AREAWAY DRAIN RE: PLUMB. DWGS 22.32 SUMP PIT AND PUMP - <SPEC> RE: PLUMB. DWGS 22.33 FLOOR DRAIN W/ TRAP PRIMER RE: PLUMB. DWGS 22.36 BACK FLOW PREVENTER RE: PLUMB. DWGS 26.10 ELECTRICAL PANEL RE: ELEC. DWGS. 26.12 ELECTRICAL METER CABINET RE: ELEC. DWGS. 3/16" = 1'-0" A2.11 1 LAYOUT PLAN - CELLAR AC-02 INTERCOM, IN-UNIT HANDSFREE [SIEDLE STANDARD] AP-08 WASHER; RE: APPLIANCE & EQPT. SCHEDULE ID0.33 AP-09 DRYER; RE: APPLIANCE & EQPT. SCHEDULE ID0.33 SN-02 BUILDING SIGNAGE, UNIT NUMBER SN-04 BUILDING SIGNAGE, BIKE STORAGE SN-05 BUILDING SIGNAGE, COMMON CLOSET SN-06 BUILDING SIGNAGE, IT CLOSET 12 13
331 5th St NE PROFESSIONAL WORKS PROFESSIONAL WORKS
Teass \ Warren Architects, Washington D.C
New construction of duplex unit as part of R St Development. Larger project included renovation of existing office building, new construction of duplex and rowhouses. Project lead for the permitting of all 3 projects and lead designer of the duplex building.
75 75 75 5 75 75 7 EX. SIGN "NO PARKING" EX. SIGN "PARKING" EX. SIGN "NO PARKING" EX. PEDESTRIAN CROSSWALK EX. RAMP M P U EX. BRICK S/W EX. BRICK APRON EX BR CK S/W X BR I C AL EY LP T EX. ELEC. VAULT EX. ELEC. VAULT X C AN NK FENCE EX. GRANITE CURB BRICK GUTTER 2" OAK 2" TREE MAP. 3" MAP. 36" MAP. E E R ST NW 90' ROW 12' SIDEWALK 32' ROAD 17' PARKING 9 A1.61 9 A1.61 9 A1.61 Sim 9 A1.61 Sim 5.01 BAY 3'-10" STEPS 3'-4" LEADWALK 9'-7" 4.02 5.03 32.36 5.13 6" 5'-0" 6" 6" 5'-0" 6" LEADWALK 9'-7" STEPS 3'-4" STOOP 3'-10" A W N I N G 29 1 / 4 BAY WIDTH 13'-0" AWNING 7'-0"2'-6" AWNING 7'-0" BAY WIDTH 13'-0" 51'-2" 76'-9 1/2" 40 -8 177 239 2 2 1'-0" 3'-0" 1'-0" 5'-6" 1'-0" 3'-0" 1'-0" EXISTING STRUCTURE TO REMAIN GENERAL SHEET NO ES 1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO STAR OF WORK BY CONTACTING MISS UTILITY A MINIMUM OF 5 BUSINESS DAYS PRIOR TO STARTING WORK 2. CONTRACTOR SHALL ENGAGE A CERTIFIED LAND SURVEYOR TO STAKEOUT PROPERTY LINES, OFFSETS, SETBACKS, FOUNDATION CORNERS, RETAINING WAL CONTROL POINTS, PROJECTIONS, ETC. TO ENSURE CONFORMANCE WITH THE CONTRACT DOCUMENTS. 3. CONTRACTOR SHALL ENGAGE A LICENSED, CERTIFIED PUBLIC LAND SURVEYOR OR ENGINEER TO PROVIDE A WALL CHECK VERIFICATION: 3.1. AN INDIVIDUAL FAMILIAR WITH THE CONSTRUCTION SHOULD BE ON THE JOB SITE TO ANSWER ANY QUESTIONS. 3.2. MASONRY CORNERS AND/OR FORMS FOR CONCRETE WALLS SHALL BE ON THE FOOTINGS AND IN PLACE PRIOR TO THE WALL EXAMINATION. BRICK AND BLOCK SHALL BE ON MORTAR. NAILS WILL NOT BE ACCEPTED FOR LOCATING WALLS. 3.3. ALL CORNERS TO BE EXAMINED SHALL BE EXPOSED AND FREE FROM BACKFILL AND DEBRIS. 3.4. CONSTRUCTION EQUIPMENT AND MATERIAL SHALL BE MOVED AS NECESSARY SO THAT THE FIELD PARTY CAN PROPERLY CONDUCT THE WALL EXAMINATION. 3.5. THE SURVEYOR WHO PERFORMS THE STAKEOUT WORK CANNOT PERFORM THE WALL EXAMINATION. PROPERTY LINE 0 4 31 4'-0" MAX. FIN. GRADE. 4 31 ELEVAT ON SEC ON NOTES: 1. GRIND ALL WELDS SMOOTH. 2. ALL EXPOSED AND SEMI-EXPOSED SURFACES TO BE PAINTED PT- 9 (GLOSS BLACK) 3/4" 2" HORIZONTAL RAIL (TYP) 3/4" X 2" POST 9" DIAMETER X 24" DEEP CONC. POST FTG. (TYP) 1/2" x 1" VERTICAL PICKETS AT 4" O.C. 3/4" 2" HORIZONTAL RAIL (TYP) 4 4 01 -GROUND 78'-11 1/2" BHMP 76'-1 1/4" 02 -SECOND 89'-3 1/2" T.O. FOOTING 69'-3 1/2" STOOP 3'-10" STAIR 3'-3" LEADWALK 9'-8" PL PL 5.03 5.01 5.13 4.02 3'-10" 2'-9 1/4" DATE USE REV 515 M ST SE SUITE 200 WASHINGTON, DC 20003 202.683.6260 © 2020 TEASS WARREN ARCHITECTS AHJ APPROVAL STAMP DESIGN PROFESSIONAL STAMP ISSUE TITLE: ISSUE DATE: PROJECT PIC: PL: m @ a s-w om AM RESPONSIBLE FOR DETERMINING THAT THE ARCHITECTURAL DESIGNS INCLUDED IN THIS APPLICATION ARE IN COMPLIANCE WITH ALL LAWS AND REGULATIONS OF THE DISTRICT OF COLUMBIA. HAVE PERSONALLY PREPARED, OR DIRECTLY SUPERVISED THE DEVELOPMENT OF, THE ARCHITECTURAL DESIGNS INCLUDED IN THIS APPLICATION. PUBLIC SPACE PLAN + DETAILS 424 R ST NW R19249 A1.61 424 R ST NW WASHINGTON D.C. 20001 SQUARE 509 LOT 192 B2009991 AUG 2020 PERMIT NEW CONSTRUCTION NOVEMBER 2020 PERMIT REVISIONS CAS ENGINEERING, LLC david@cas-dc.com (202) 393-7200 FMC & ASSOCIATES, LLC fadil.ma@fmcassoc.com (301) 545-6740 KK ENGINEERING, LLC kkhalifa@kkedesign.com (443) 393-1070 CAMPION HRUBY L.A., LLC keving@campionhruby.com (401) 280-8850 WT MS CIVIL: STRUCTURAL: MEP: LANDSCAPE: A1.61 6 PUBLIC SPACE AXONOMETRIC VIEW 1" = 10'-0" A1.61 2 PUBLIC SPACE PLAN 1 A3.02 SHEET NOTES 5 A3.02 KEYNOTES 4.02 BRICK LEADWALK, RE: CIVIL DWGS 5.01 METAL STAIR - PTD: PT-09, RE: DETAIL 5.03 36" TALL GUARDRAIL PTD: PT-09 5.13 STEEL AWNING, RE: EXTERIOR DETAILS 32.36 NEW 42" METAL FENCE, RE: A1.61 3/4" = 1'-0" A1.61 8 METAL FENCE -VERTICAL 1/4" 1'-0" A1.61 9 SECTION -STOOP AND STAIR NOV 2020PERMIT REVISIONS2 16 17
424 R St NW PROFESSIONAL WORKS PROFESSIONAL WORKS
18 19 DN TO GR DN TO GR DN TO GR DN TO GR UP TO 2ND UP TO 2ND T E A3.01 2 1 A4.01 1 A4.01 2 A4.01 2 A4.01 A3.04 5 A3.02 2 A3.03 2 B E H I 4 6 3 2 V D N K T 101-01 P R 101-02 P R 102-02 PANTRY 102-03 PANTRY 101-03 11'-6" 11'-6" 3'-10 3/8" 4'-4" UA DH21 3696 UC DH22 3084 UD4 DH31 3084 UA DH21 3696 UD4 DH31 3084 UC DH22 3084 1 A4.02 1 A4.02 W3 W3 W1 W1 W1 W3 W1 W1 W3 W3 W1 W1 78.63 LANDING + 78.96 GR F.F. 17 RISERS @ 7 3/4" 17 RISERS @ 7 3/4" G 1 F C A 5 8.01 8.01 23.11 BAY WIDTH 13'-0" [13.00'] 16'-6" [16.50'] BAY WIDTH 13'-0" [13.00'] 4'-1 1/2" [4.12'] 5'-3" 3'-11 3/4" 6'-3 1/8" 7'-1 1/2" 7'-1 1/2" B A Y P R O J E C T I O N 31 0 3 8 4 2 3 / 4 [ 0 2 4 ] 2 15 1 / 2 3'-2 1/2" 3'-2 1/2" 41 0 1 / 4 1 02 1 / 2 8'-5 7/8" 41 0 1 / 4 1 02 1 / 2 3 12 5 / 8 44 B A Y P R O J E C T I O N 31 0 3 8 4 2 3 4 0 2 4 ] 1 06 1 0 4 9 ] 1 21 3 / 4 [ 1 2 1 4 26.12 32.31 A A 3'-9 1/8" 10'-10" 4'-4 1/8" 5'-2" D 1646 NEW JERSEY AVE ADJACENT PROPERTY TEFERI ZEWDOU 3018 V PL SE WASHINGTON D C 20002 23.02 32.36 TYP. + 76.10 T.O. SIDEWALK + 78.63 LANDING 5.03 5.12 5.03 76.1' BHMP 5.03 + 76.10 T.O. CONC. 5.03 5.01 26.21 26.21 W2 6'-6" [6.50'] 6'-6" [6.50'] 5.04 5.04 10.06 T 5.03 5.12 6'-6" [6.50'] 6'-6" [6.50']4'-1 1/2" [4.12'] B B E B 1 1 1 1 1 1 1 1 1 PD1 PD1 1 6.11 6.11 6.11 6.11 8.03 W12 A A ID5.21 2 ID5.22 2 ID5.31 2 L D N K T 102-01 ID5.31 ID5.41 1 10 -0" [10 00 ] 38 -1 1/4 [38 10 ] E C1 D1 + 78.63 LANDING ID5.21 A4.51 2 10 A6.11 Sim A6.11 Sim 9 A6.11 Sim 1 A6.11 Sim 2 A6.11 Sim A1.41 A1.41 A1.41 13 32.31 6.06 374 3/ 4 [37 40 ] NEW WALL EXISTING WALL NOT IN CONTRACT DOOR TAG WINDOW TAG WALL TAG FINISH MATERIAL EQUIPMENT TAG 1 HR RATED WALL 1. CONTRACTOR TO ASSUME THAT ALL WORK IS NEW, UNLESS NOTED AS "EXISTING" OR "EX". 2. CONTRACTORS TO FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS, NOTIFY ARCHITECT OWNER OF ANY DISCREPANCIES. 3. PROTECT EXISTING CONSTRUCTION DURING ALTERATION RENOVATION. 4. ALL DIMENSIONS ARE TO FACE OF FINISH, U.N.O. 5. PATCH REPAIR ALL EXISTING G.W.B. WALLS. 6. ALL INTERIOR WALLS ARE TYPE W9, UNLESS NOTED OTHERWISE. 7. ALL EXTERIOR WALLS IN TYPE III-B CONSTRUCTION SHALL BE NON-COMBUSTIBLE FRT LUMBER, INCLUDING STUDS, POSTS, HEADERS AND RIM JOIST. REFER TO CS.02 FOR CODE ANALYSIS SUMMARY XX-XX XX XX INTERIOR LOAD BEARING WALL; RE: FRAMING STRUCTURAL PLANS 101A DH8 3284 DOOR NUMBER DOOR DIMENSIONS HARDWARE KEYNOTE PROPERTY LINE TEMPERED GLAZING EMERGENCY ESCAPE + RESCUE OPENING, 5.7 SF MIN. DATE USE REV 515 M ST SE SUITE 200 WASHINGTON, DC 20003 202.683.6260 © 2020 TEASS WARREN ARCHITECTS AHJ APPROVAL STAMP DESIGN PROFESSIONAL STAMP ISSUE TITLE: ISSUE DATE: PROJECT PIC: PL: m @ a s-w n om AM RESPONSIBLE FOR DETERMINING THAT THE ARCHITECTURAL DESIGNS INCLUDED IN THIS APPLICATION ARE IN COMPLIANCE WITH ALL LAWS AND REGULATIONS OF THE DISTRICT OF COLUMBIA. HAVE PERSONALLY PREPARED, OR DIRECTLY SUPERVISED THE DEVELOPMENT OF, THE ARCHITECTURAL DESIGNS INCLUDED IN THIS APPLICATION. LAYOUT PLANGROUND 424 R ST NW R19249 A2.12 424 R ST NW WASHINGTON D.C. 20001 SQUARE 509 LOT 192 B2009991 AUG 2020 PERMIT NEW CONSTRUCTION NOVEMBER 2020 PERMIT REVISIONS CAS ENGINEERING, LLC david@cas-dc.com (202) 393-7200 FMC & ASSOCIATES, LLC fadil.ma@fmcassoc.com (301) 545-6740 KK ENGINEERING, LLC kkhalifa@kkedesign.com (443) 393-1070 CAMPION HRUBY L.A., LLC keving@campionhruby.com (401) 280-8850 WT MS CIVIL: STRUCTURAL: MEP: LANDSCAPE: 1/4" = 1'-0" A2.12 2 LAYOUT PLAN -GROUND 5 A2.12 KEYNOTES 1 A2.12 SHEET NOTES / LEGEND 5.01 METAL STAIR PTD: PT-09, RE: DETAIL 5.03 36" TALL GUARDRAIL PTD: PT-09 5.04 METAL HANDRAIL RE: A6.51 OR A7.11 5.12 STEEL STOOP AND STAIRS, RE: STRUCT. DWGS. 6.06 WOOD GATE RE: A6.51 6.11 IPE WOOD DECK/TREADS 8.01 CRAWL SPACE ACCESS HATCH, PTD COLOR MATCH WALL 8.03 OVERHEAD PARKING SPACE DOOR RE A6.01 10.06 FIRE EXTINGUISHER RE: CS.02 23.02 CONDENSING UNIT COMPRESSOR 23.11 DUCTED MINI SPLIT IN CEILING RE: MECH. DWGS 26.12 ELECTRICAL METER CABINET RE: ELEC. DWGS. 26.21 LOW VOLTAGE PANEL RE: ELEC. DWGS. 32.31 7' WOOD PRIVACY FENCE, RE: EXTERIOR DETAILS 32.36 NEW 42" METAL FENCE, RE: A1.61 SEPT 2020ADDENDA NOV 2020PERMIT REVISIONS2 1 PROFESSIONAL WORKS PROFESSIONAL WORKS
United Income
West Workshop / Washington, D.C.
Collaboration with Kurt West
Interior renovation of office space for client, United Income. Participated in all phases of design and assisted with FF&E.
A B C D E 0 2 4 5 6 8 1 7 3 1'-10" 12'-6 8'-0" 3'-4" 5'-5 4'-6 1 4'-9 1 2 16'-8" 7'-83 4 8'-9 8'-3 18'-2" 24'-4 13'-1" 12'-8" 4'-0" 11'-0" 7'-0" 4'-6" 9'-1" 12'-3" 22'-2 EQ. EQ. 4'-0" 13'-5" 12'-8 1 2 2'-1" 15'-2" R.O. EQ. EQ. EQ. EQ. 4'-7" EQ. EQ. 4'-7" 3'-0" 5'-6" 3'-0" 5/8" 20 GA METAL STUDS @ 16" O.C. (MAX.), SLAB TO DECK SECURE METAL RUNNER TO STRUCTURE BELOW WITH FASTENERS AS REQUIRED. PLAN HEAD BASE MAX CONT. SEALANT AT BOTTOM, FULL DEPTH, TYP. (1) LAYER OF GYPSUM WALL BOARD ON ONE SIDE. 2 1/2" 20 GA METAL STUDS @ 16" O.C. (MAX.), SLAB TO DECK PLAN HEAD BASE CEILING SCHEDULED CEILING STUD TO DECK, GWB 6" MIN. ABOVE CEILING STUD TO DECK, GWB 6" MIN. ABOVE CEILING, ACOUSTIC BATTS STUD TO DECK, GWB TO DECK, ACOUSTIC BATTS CEILING ACOUSTICAL SEALANT AT 3/8" GWB GAP. MIN. 6" LAY INSULATION BATTS 1C 1B 1A (1) LAYER OF 5/8" GYPSUM WALL BOARD ON BOTH SIDES SIMILAR TO 1A, WITH GWB MIN. ABOVE CLG ONE SIDE 1D STUD TO DECK, GWB TO DECK, SOUND BATTS 3A EXISTING DEMISING WALL PLAN HEAD BASE STUD TO DECK, GWB TO DECK ONE SIDE 1/2" HOMASOTE ONE SIDE ONLY 4A 5/8" 20 GA METAL STUDS @ 16" O.C. (MAX.), TO UNDERSIDE OF CEILING TRACK CEILING ACOUSTICAL SEALANT AT 3/8" GWB GAP. STUD TO UNDERSIDE OF FINISHED CEILING STUD TO UNDERSIDE OF FINISHED CEILING, ACOUSTIC BATTS 2A 2B PLAN HEAD BASE (1) LAYER OF 5/8" GYPSUM WALL BOARD ON BOTH SIDES RUN PARTITION TO UNDERSIDE OF DECK; SLIP TRACK AT TOP. RUN PARTITION TO UNDERSIDE OF DECK; SLIP TRACK AT TOP. SECURE METAL RUNNER TO STRUCTURE BELOW WITH FASTENERS AS REQUIRED. MAX CONT. SEALANT AT BOTTOM, FULL DEPTH, TYP. SECURE METAL RUNNER TO STRUCTURE BELOW WITH FASTENERS AS REQUIRED. MAX CONT. SEALANT AT BOTTOM, FULL DEPTH, TYP. SCHEDULED CEILING CEILING MIN. 1/2" HOMASOTE (1) LAYER OF 5/8" GYPSUM WALL BOARD ON BOTH SIDES 5/8" 20 GA METAL STUDS @ 16" O.C. (MAX.), TO UNDERSIDE OF CEILING TRACK SECURE METAL RUNNER TO STRUCTURE BELOW WITH FASTENERS AS REQUIRED. MAX CONT. SEALANT AT BOTTOM, FULL DEPTH, TYP. RUN PARTITION TO UNDERSIDE OF DECK; SLIP TRACK AT TOP. SCHEDULED CEILING SCHEDULED CEILING PLAN HEAD BASE STUD TO DECK, GWB ON ONE SIDE LAYERS GWB ON OTHER SIDE BOTH SIDES GWB TO DECK SOUND BATTS 5A SCHEDULED CEILING CEILING MIN. 6" (1) LAYER OF 5/8" GYPSUM WALL BOARD ON BOTH SIDES 5/8" 20 GA METAL STUDS @ 16" O.C. (MAX.), TO UNDERSIDE OF CEILING TRACK (2) LAYER OF 5/8" GYPSUM WALL BOARD ON ONE SIDES SECURE METAL RUNNER TO STRUCTURE BELOW WITH FASTENERS AS REQUIRED. MAX CONT. SEALANT AT BOTTOM, FULL DEPTH, TYP. RUN PARTITION TO UNDERSIDE OF DECK; SLIP TRACK AT TOP. PARTITION PLAN A101 SIM 2 A-402 1 A-403 10 10 OPP. A-402 A-404 A-404 5 A-401 1D 1C 1C 1C 2A 1A 104 OPEN OFFICE 101 MEETING 102 I.T. STORAGE 100 ENTRY 103 WORK ROOM 108 LOUNGE 109 BOARD ROOM 107 MEETING 106 MEETING 110 OPEN OFFICE 111 OPEN OFFICE 3 112 MEETING 113 DINING LOUNGE 114 PANTRY 115 STORAGE 116 MEETING 117 BOOTH 118 BOOTH 119 BOOTH 105 STORAGE 110 115 A-405 1 A-401 ALIGN 4A 1A 1C OWNER PROVIDED PLANTER BOXES, INSTALLED BY OTHERS, TYP. PLANTER BOXES, INSTALLED BY OTHERS 120 ACCESS. BOOTH 121 COAT CLOSET 4 A-501 ALIGN ALIGN 3'-42 A-405 102 5 A-402 3 A-402 5 A-404 101 ALIGN 112 ALIGN EXISTING WALL TO DECK ABOVE TO REMAIN 106 ALIGN SCALE: 1 PARTITION PLAN 1/4" 1'-0" 1A 100 PROJECT NO.: SHEET NUMBER: SHEET TITLE: ISSUE: REVISION: PROJECT ADDRESS: Date Description Date Description No. WEST WORKSHOP TENANT IMPROVEMENT 1660 L ST. NW SUITE 1000 WASHINGTON, D.C. 1761A UNITED INCOME 2018-03-15 LANDLORD REVIEW 2018-03-22 FOR PERMIT 2018-03-26 FOR BID ALIGN EXISTING WALL TO DECK ABOVE 1A 1C 2A 121 1D EXISTING 1/2" TEMPRD GLASS TO BE REUSED HERE 1C SIM. 3A EXISTING WALL TO DECK ABOVE 1. CONTRACTOR SHALL LAY OUT PARTITIONS AS QUICKLY AS POSSIBLE. LAYOUT TO BE APPROVED BY ARCHITECT BEFORE STUDS ARE INSTALLED. LAYOUT SHALL INCLUDE ALL PARTITIONS, STOREFRONT MULLIONS, DOORS, TDE., DUCTWORK (ACTUAL DIMENSIONS) SOFFITS AND FLOATING CEILINGS. INCOMPLETE LAYOUT WILL NOT BE REVIEWED NOR CAN WORK COMMENCE PRIOR TO REVIEW. 2. ALL WALLS SHALL BE SPACKLED, TAPED, AND SANDED SMOOTH WITH NO VISIBLE JOINTS OR DEFECTS TO A LEVEL FINISH U.N.O. 3. ALL EXTERIOR CORNERS OF GWB PARTITIONS SHALL HAVE METAL CORNER BEADS, UON. 4. ALL DIMENSIONS ARE FROM FACE OF FINISHED GWB, UON. 5. DIMENSIONS CALLED OUT AS "CLEAR" OR "HOLD" MUST BE MAINTAINED. ANY DISCREPANCIES IN THESE DIMENSIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR RESOLUTION. 6. UON, PROVIDE RETURN AIR OPENINGS ABOVE CEILING IN PLENUM TO ROOMS WITH SLAB TO SLAB PARTITIONS ON ALL SIDES, AS INDICATED ON MECHANICAL PLAN. 7. PROVIDE DIAGONAL BRACING AT ALL HEADS OF DOORS GLAZING, OPENINGS, ETC., IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 8. PROVIDE FRT. WOOD BLOCKING OR SHEET METAL WHERE WALL-HUNG CABINETS, SHELVES, TVS, ETC. WILL BE INSTALLED. 9. CONTRACTOR SHALL COORDINATE, SPACE, AND REVIEW SIZE AND LOCATION OF ALL PENETRATIONS. ALL PENETRATIONS SHALL BE PROPERLY SEALED ACCORDING TO APPLICABLE CODES. 10. WHERE PARTITIONS MEET MULLIONS, THEY ARE TO BE CENTERED ON MULLIONS AND CAULKED. SEE DETAILS. 11. ALL FIRE EXTINGUISHERS, AUDIO DEVICES, AND VISUAL ALARMS ARE TO BE ALIGNED AND STACKED VERTICALLY ON WALLS. 12. ALL EXISTING GWB PARTITIONS ARE TO BE REPAIRED AS REQUIRED TO PROVIDE SMOOTH, TRUE, UNIFORM SURFACE READY FOR PAINT OR DESCRIBED FINISH. (EQUAL TO LEVEL FINISH U.N.O.) 13. GC TO PROVIDE FOR EXPANSION JOINTS IN GWB PARTITIONS AS PER US GYPSUM ASSOCIATION RECOMMENDATIONS, AND AT PARTITIONS CROSSING BASE BUILDING EXPANSION JOINTS. JOINTS SHALL BE FLUSH TYPE, FINISHED TO COORDINATE WITH SPECIFIED PARTITION FINISH, AND SHALL ACCOMMODATE BASE BUILDING LATERAL MOVEMENT. 14. SET DOOR OPENINGS 1/2" CLEAR OF PERPENDICULAR WALL, TYP, UON. 15. ALL PARTITIONS ARE TO BE PARALLEL OR PERPENDICULAR TO EXTERIOR WALLS, UON. 16. CONTRACTOR SHALL RELOCATE ANY BASE BUILDING DEVICES AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 17. CONTRACTOR SHALL PATCH AND REPAIR ALL GYPSUM WALLBOARD THAT IS REMOVED TO INSTALL OUTLETS AND OTHER TENANT DEVICES ALONG THE PERIMETER AND CORE WALLS. 18. ALL MILLWORK ITEMS INCLUDING COUNTERTOPS, BASE CABINETS, AND WORK SURFACES SHALL COMPLY WITH ADA, UON. 19. ALL DOORS WITHOUT DOOR TAGS ARE EXISTING TO REMAIN OR NOT IN SCOPE. 20.CONTRACTOR TO INSTALL IMPACT RESISTANT GWB IN ALL CORRIDORS. 21.CONTRACTOR TO PROVIDE MUD IN ACCESS DOORS AT ALL REQUIRED LOCATIONS 22.CONCRETE FIREPROOFING EXISTS IN SELECT AREAS OF SLAB STRUCTURE. CONTRACTOR TO SURVEY SITE PRIOR TO BID AND ALLOW FOR NEW FIREPROOFING AS REQUIRED TO MAINTAIN RATING WHERE NEW PARTITION FRAMING MUST ATTACH TO EXISTING FIREPROOFING. 23. ALL WALLS TO RECEIEVE LEVEL FINISH U.N.O. 24.CONTRACTOR SHALL PROVIDE LEVEL FINISH AS SPECIFIED. SEE FINISH PLANS AND CEILING PLANS (LEVEL FINISH AT POLYMX AND WHITEBOARD) 25.CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHER CABINETS AND FIRE EXTINGUISHERS AS REQUIRED NOT TO EXCEED 75'-0" TRAVEL DISTANCE. CONTRACTOR SHALL PROVIDE ADA COMPLIANT SIGNAGE AT RESTROOMS U.N.O PARTITION GENERAL NOTES SCALE: 2 PARTITION ASSEMBLIES 1" 1'-0" 1A SIM. A-501 5A 103 N A A EXISTING 1/2" TEMPRD GLASS TO BE REUSED HERE 111 ALIGN 3A PRINTING STATION VERTICAL LOUVER WALL VERTICAL LOUVER WALL BENCH SEATING BENCH SEATING A-405 119 117 MODIFY EXIST. PARTITION TO ACCOMODATE NEW DOOR CLOSER AS NECESSARY "LOGO WALL" DESIGN SCOPE TBD.-FINISHES ONLY A 2018-04-09 PRE-BID DWG ADDENDUM #1 BID1 2018-04-25 BID DWG REVISION 2018-05-16 FOR CONSTRUCTION 2018-05-31 CCD-01 CCD-01 CCD-01 20 21 PROFESSIONAL WORKS PROFESSIONAL WORKS
DEER ISLE TEA HOUSE
Studio Critic: Devin DobrowolskiSituated in Deer Isle, ME and approx. 0.15 mi away from the Haystack Mountain School of Crafts, the Deer Isle Tea House is a project intended for the making and celebration of tea. The building is a series of linear bars that faces east to overlook the water. It is separated into 3 volumes that utilizes borrows the shape of the original Haystack building. The program includes dormitories for those interested in the tea making process and cultivation of tea plants, a green house for the growth of camellia sinensis, a plant that produces almost all teas, as well as local Maine plants. The tea making process begins with the drying and withering of the camellia sinensis at the lower level and can be enjoyed in the dining and tea room above. The designated tea space is at the third level of the building allowing it to be its own unique space with a clear view to the water.
22 23
DEER ISLE TEA HOUSE DEER ISLE TEA HOUSE
0 TEA ROASTING SPACE
1 DORM ROOMS FOR STUDENTS
2 DORM ROOMS FOR VISITING FACULTY
3 SHARED BATHROOMS
4 GREEN HOUSE
5 GREEN HOUSE SUPPLY
6 PRIVATE TEA ROOM
7 DINING HALL
8 KITCHEN
9 MAIN TEA ROOM
24 25 0
0 TEA ROASTING SPACE
1 DORM ROOMS FOR STUDENTS
2 DORM ROOMS FOR VISITING FACULTY
3 SHARED BATHROOMS
4 GREEN HOUSE
5 GREEN HOUSE SUPPLY
6 PRIVATE TEA ROOM
7 DINING HALL
8 KITCHEN
9 MAIN TEA ROOM
26 27 DEER ISLE TEA HOUSE DEER ISLE TEA HOUSE
1 2 2 3 4 5 6 7 8
CAMELLIA SINENSIS MINT APPLE
0 TEA ROASTING SPACE
1 DORM ROOMS FOR STUDENTS
2 DORM ROOMS FOR VISITING FACULTY
3 SHARED BATHROOMS
4 GREEN HOUSE
5 GREEN HOUSE SUPPLY
6 PRIVATE TEA ROOM
7 DINING HALL
8 KITCHEN
9 MAIN TEA ROOM
28 29 DEER ISLE TEA HOUSE DEER ISLE TEA HOUSE 9
30 31 DEER ISLE TEA HOUSE DEER ISLE TEA HOUSE
COPPER ROOF PANEL 2X2 WD BATTEN UNDERLAYMENT 5/8” ROOF SHEATHING ROOF MEMBRANE 1/2” PLYWOOD 2X6 ROOF PURLIN 6X18 WD RAFTER 6X12 WD BEAM 3X6 WD COLUMN 6X6 WD COLUMN 32 33 DEER ISLE TEA HOUSE DEER ISLE TEA HOUSE
36 37 DEER ISLE TEA HOUSE DEER ISLE TEA HOUSE
BOYLE HEIGHTS
ART CENTER
Studio Critic: Ines Martin-Robles
Studio Partner: Yichun Xu
With a focus on the arts and Mariachi Plaza, our site analysis began by analyzing the lack of green and public spaces. The intent of this building is to act as an addition to Mariachi Plaza, reflecting the vibrant music and arts that define it. The building is accessible to the people of Boyle Heights at the ground floor and invites visitors to view art from the street level and within. The design is driven by surrounding artwork and playfulness created by the vivid colors of the neighborhood. Our analysis shows that by bridging this gap and creating an art center that focuses on green spaces, leisure, and art, we are able to draw more people to the site and facilitate circulation through the neighborhood. Our building features an open ground floor that connects directly to Mariachi Plaza. The neighborhood lacks public parks, driving our design to provide additional greenery at the ground, within the building, and on the facade. The main feature of the building is the vertical wood facade that creates a unique space that is between indoor and outdoor. Our building relates to the surrounding residences by maintaining scale through these stacked “boxes”. By creating smaller volumes and aggregating them, we are able to create varied spaces without compromising the scale of the neighborhood.
38 39
BOYLE HEIGHTS ART CENTER BOYLE HEIGHTS ART CENTER
40 41 1 Storage 2 Office 3 Bathroom 4 Mechanical Room 5 Library 6 Market 7 Lobby 8 Meeting Room 9 Community Space 10 Ceramics 11 Glazing 12 Clay Making 13 Drying Area 14 Kiln Room 15 Mural Area 16 Preservation Lab 17 Textile Making 18 Dyeing Area 19 Knitting Space 20 Knitting Looms 21 Spinning Wheels 22 Exhibition 23 Dining 24 Seminar Room BOYLE HEIGHTS ART CENTER BOYLE HEIGHTS ART CENTER
5 9 6 2 8 7 4 3 3 1 3 3 2 15 16 1 2 2 3 4 3 11 2 8 3 3 10 12 13 1 14 20 17 21 13 3 3 17 21 24 24 3 3 17 19 3 18 3 3 22 3 23 3 2 42 43 BOYLE HEIGHTS ART CENTER BOYLE HEIGHTS ART CENTER 1 Storage 2 Office 3 Bathroom 4 Mechanical Room 5 Library 6 Market 7 Lobby 8 Meeting Room 9 Community Space 10 Ceramics 11 Glazing 12 Clay Making 13 Drying Area 14 Kiln Room 15 Mural Area 16 Preservation Lab 17 Textile Making 18 Dyeing Area 19 Knitting Space 20 Knitting Looms 21 Spinning Wheels 22 Exhibition 23 Dining 24 Seminar Room
44 45 BOYLE HEIGHTS ART CENTER BOYLE HEIGHTS ART CENTER
1 5 10 15 17 12 15 17 17 22 22 17 9 1 Storage 2 Office 3 Bathroom 4 Mechanical Room 5 Library 6 Market 7 Lobby 8 Meeting Room 9 Community Space 10 Ceramics 11 Glazing 12 Clay Making 13 Drying Area 14 Kiln Room 15 Mural Area 16 Preservation Lab 17 Textile Making 18 Dyeing Area 19 Knitting Space 20 Knitting Looms 21 Spinning Wheels 22 Exhibition 23 Dining 24 Seminar Room BOYLE HEIGHTS ART CENTER BOYLE HEIGHTS ART CENTER 46 47
Roof
82'-7"
Seventh F.F.
Sixth F.F.
Fifth F.F.
Fourth F.F.
Third F.F.
Second F.F.
Ground F.F.
D1 D2 D3 D4
Scale: 1/2”=1’-0”
1 7 7 10 12 15 17 17 22 22 15 14 9 1 Storage 2 Office 3 Bathroom 4 Mechanical Room 5 Library 6 Market 7 Lobby 8 Meeting Room 9 Community Space 10 Ceramics 11 Glazing 12 Clay Making 13 Drying Area 14 Kiln Room 15 Mural Area 16 Preservation Lab 17 Textile Making 18 Dyeing Area 19 Knitting Space 20 Knitting Looms 21 Spinning Wheels 22 Exhibition 23 Dining 24 Seminar Room 48 49 BOYLE HEIGHTS ART CENTER BOYLE HEIGHTS ART CENTER
71'-0" 59'-6" 48'-0" 36'-6" 25'-0" 13'-6" 0'-0"
HSS Column
Concrete slab
Composite steel deck
Ceiling hanger
Acoustic tile ceiling
Steel angle
Concrete slab Aluminum glass frame Aluminum glass frame Aluminum intermediate connection assembly Double glazed glass Double glazed glass Filter layer Vegetaion Floor finish Exterior wall finish Interior wall finish 6 Mil polythylene capillary break Anchor bolt #4 Dowel 16”O.C. Air gap Concrete Waterproofing Waterproofing Steel bolt Waterproofing membrane Steel decking 6” Batt thermal insulation 6” Batt thermal insulation Thermal insulation Thermal insulation Waterproof membrane Steel decking Concrete Gravel Built-up bituminous roofing Drainage material Drainage material Protective layer Waterproofing Thermal insulation Steel decking Steel I-beam Ceiling finish Sheet-metal parapet cap sloped to drain roof side Concrete footing Wood slat Air gap Wall assembly Reinforcing mesh Steel decking Steel I-beam Ceiling finish D1: Slab | Curtain wall D4: Foundation D3: Garden roof D2: Roof Aluminum glass frame Double glazed glass Exterior wall finish Interior wall finish Air gap Concrete Waterproofing Waterproofing Steel bolt 6” Batt thermal insulation 6” Batt thermal insulation Built-up bituminous roofing Drainage material Waterproofing Thermal insulation Steel decking Steel I-beam Ceiling finish Sheet-metal parapet cap sloped to drain roof side Wood slat Air gap Wall assembly D4: Foundation D2: Roof Concrete slab Aluminum glass frame Aluminum glass frame Aluminum intermediate connection assembly Double glazed glass Double glazed glass Filter layer Vegetaion Floor finish Exterior wall finish Interior wall finish 6 Mil polythylene capillary break Anchor bolt #4 Dowel 16”O.C. Air gap Concrete Waterproofing Waterproofing Steel bolt Waterproofing membrane Steel decking 6” Batt insulation 6” Batt thermal insulation Thermal insulation Thermal insulation Waterproof membrane Steel decking Concrete Gravel Built-up bituminous roofing Drainage material Drainage material Protective layer Waterproofing Thermal insulation Steel decking Steel I-beam Ceiling finish Sheet-metal parapet cap sloped to drain roof side Concrete footing Wood slat Air gap Wall assembly Reinforcing mesh Steel decking Steel I-beam Ceiling finish D1: Slab Curtain wall D4: Foundation D3: Garden roof D2: Roof Filter layer Vegetaion Floor finish Exterior wall finish Interior wall finish 6 Mil polythylene capillary break Anchor bolt #4 Dowel 16”O.C. Air gap Concrete Waterproofing Waterproofing membrane Steel decking 6” Batt thermal insulation Thermal insulation Thermal insulation Waterproof membrane Steel decking Concrete Gravel Drainage material Protective layer Concrete footing D4: Foundation D3: Garden roof BOYLE HEIGHTS ART CENTER BOYLE HEIGHTS ART CENTER 50 51
BOYLE HEIGHTS ART CENTER BOYLE HEIGHTS ART CENTER 54 55