Sarp Arditi | Work Samples 2021 by Sarp Arditi

SARP ARDITI

WORK SAMPLES

LUDLOW HOUSE Ludlow House is a three-story residence in Indian Lake, NY, within the meticulously preserved Adirondack State Park. Meant to serve a couple, their Labrador retriever, and occasionally their extended family as a seasonal retreat, the design emphasizes the influence of the lake on the envelope permitted by the Park Agency while providing a quaint experience in the midst of the surrounding lake homes.

. O.C

T.O. JUT-OUT T.O. JUT-OUT WATER RESISTANT BARRIER, WATER RESISTANT BARRIER, WIND BARRIER, VAPOR VARRIERWIND - TYP.BARRIER, VAPOR VARRIER - TYP. (2) 1-3/4"W x 9-1/4"D (2) 1-3/4"W x 9-1/4"D MICROLAM LVL's O.C. MICROLAM LVL's O.C. (1) 2 x 6. (1) 2 x 6. (3) 2 x 10s. (3) 2 x 10s. (2) 3/8" GALV. THROUGH (2) 3/8" GALV. THROUGH BOLTS W/ NUTS AND BOLTS W/ NUTS AND WASHERS @ 16" O.C. - TYP. WASHERS @ 16" O.C. - TYP. 4" D STANDARD PIPE COLUMN 4" D STANDARD PIPE COLUMN WITH TOP AND BASE PLATES WITH TOP AND BASE PLATES AS PER MFR. REQ'S. AS PER MFR. REQ'S.

10" O.C. 24" O.C.

(1) 2 x 12. (2) 2 x 3s - V.I.F. (2) 2 x 6s.

T.O. ROOF

T.O. JUT - OUT

@ 2's 2x1

O 16"

.C.

SECOND FLOOR

(1) 2 x 12. (2) 2 x 3s - V.I.F. (2) 2 x 6s.

FIRST FLOOR

WATER RESISTANT BARRIER, WATER RESISTANT BARRIER, WIND BARRIER, VAPOR VARRIERWIND - TYP.BARRIER, VAPOR VARRIER - TYP. (2) 1-3/4"W x 9-1/4"D (2) 1-3/4"W x 9-1/4"D MICROLAM LVL's O.C. MICROLAM LVL's O.C. (1) 2 x 6. (1) 2 x 6. (3) 2 x 10s. (3) 2 x 10s. (2) 3/8" GALV. THROUGH (2) 3/8" GALV. THROUGH BOLTS W/ NUTS AND BOLTS W/ NUTS AND WASHERS @ 16" O.C. - TYP. WASHERS @ 16" O.C. - TYP. ANDERSEN E-SERIES ANDERSEN E-SERIES CASEMENT WINDOW, CASEMENT WINDOW, OR EQ BEYOND. OR EQ BEYOND.

2x6's @ 16" O.C.

16"

10" O.C.

.C.

2x6's @ 16" O.C.

T.O. JUT-OUT

10" O.C.

MATSU ACCOYA CHARRED CLADDING. MATSU ACCOYA CHARRED CLADDING. VERTICAL PROFILE INSTALLATION. VERTICAL PROFILE INSTALLATION. SIZE: 3/4" x 5-3/8″. COLOR: SKU #CH-750246. SIZE: 3/4" x 5-3/8″. COLOR: SKU #CH-750246. PROVIDE SAMPLE FOR ARCHITECT PROVIDE SAMPLE FOR ARCHITECT REVIEW AND APPROVAL. REVIEW AND APPROVAL. 1/8" DELTA SB60 NAIL SEAL STRIP, 1/8" DELTA SB60 NAIL SEAL STRIP, VERT. INSTALL. AT 24" O.C. - TYP.VERT. INSTALL. AT 24" O.C. - TYP. 7/8" METAL FURRING HAT CHANNEL 7/8" METAL - TYP. FURRING HAT CHANNEL - TYP. W/ GALV. FASTENER AS REQ'D. W/ GALV. FASTENER AS REQ'D. 10" O.C. CHANNELS TO BE SPACED 10" O.C. NOTE: CHANNELS TO BE SPACED NOTE: ABOVE JUT-OUT ONLY. TYP. SPACING ABOVEAT JUT-OUT ONLY. TYP. SPACING AT 24" O.C. AS SHOWN IN DETAIL 2.24" O.C. AS SHOWN IN DETAIL 2. LOW SLOPE MOD. BITUMEN ROOFING LOW SLOPE MOD. BITUMEN ROOFING METAL FLASHING T.O. JUT-OUT AS REQ'D. METAL FLASHING AS REQ'D. TAPERED RIGID INSULATION. TAPERED RIGID INSULATION. BLOCKING AS REQ'D. BLOCKING AS REQ'D. KOWHAI ACCOYA SOLID CLADDING. KOWHAI ACCOYA SOLID CLADDING. VERTICAL PROFILE INSTALLATION. VERTICAL PROFILE INSTALLATION. SIZE: 3/4" x 5-3/8″. COLOR: NATURAL. SIZE: 3/4" x 5-3/8″. COLOR: NATURAL. PROVIDE SAMPLE FOR ARCHITECT PROVIDE SAMPLE FOR ARCHITECT REVIEW AND APPROVAL. REVIEW AND APPROVAL. (2) 2x10. (2) 2x10. METAL FLASHING AS REQ'D. METAL FLASHING AS REQ'D. ANDERSEN E-SERIES SLIDING ANDERSEN E-SERIES SLIDING GLASS DOORS, OR EQ. GLASS DOORS, OR EQ.

@ 2's 2x1

O 16"

MATSU ACCOYA CHARRED CLADDING. MATSU VERTICAL ACCOYA CHARRED CLADDING. VERTICAL PROFILE INSTALLATION. SIZE: 3/4" PROFILE x 5-3/8″.INSTALLATION. SIZE: 3/4" x 5-3/8″. COLOR: SKU #CH-750246. PROVIDE COLOR: SAMPLE SKUFOR #CH-750246. PROVIDE SAMPLE FOR ARCHITECT REVIEW AND APPROVAL. ARCHITECT REVIEW AND APPROVAL. ROOF BATTENS - 1 x 4 - (2) PERP.ROOF LAYERS BATTENS - 1 x 4 - (2) PERP. LAYERS AT 16" O.C. W/ GALV. FASTENERAT AS16" REQ'D O.C. W/ GALV. FASTENER AS REQ'D 1/8" DELTA SB60 NAIL SEAL STRIP 1/8"- TYP. DELTA SB60 NAIL SEAL STRIP - TYP. ROOFING UNDERLAYMENT ROOFING UNDERLAYMENT ICE AND WATER MEMBRANE - EXTEND ICE AND WATER MEMBRANE - EXTEND AT ROOF EDGE A MINIMUM OF 24" AT ROOF EDGE A MINIMUM OF 24" PAST INSIDE FACE OF EXTERIORPAST WALLINSIDE FACE OF EXTERIOR WALL BELOW. LAP OVER FLASHING BELOW. LAP OVER FLASHING 3/4" EXTERIOR PLYWOOD 3/4" EXTERIOR PLYWOOD SHEATHING - TYP. SHEATHING - TYP. NEW BATT DENSE-PACK CELLULOSE NEW BATT DENSE-PACK CELLULOSE INSULATION, APPROX. R-4 PER INCH. INSULATION, APPROX. R-4 PER INCH. BLOCKING AS REQ'D. BLOCKING AS REQ'D. 1-1/5" R-10 POLYSTYRENE 1-1/5" R-10 POLYSTYRENE . . SUBGRADE RATED INSULATIONSUBGRADE RATED INSULATION O.C O.C 16" 16" ("BLUE BOARD") - TYP. ("BLUE BOARD") - TYP. . . .C O METAL FLASHING AS REQ'D. METAL FLASHING AS REQ'D. O.C 16" 16" @ @ BOX GUTTER - 3" W x 4" D BOX GUTTER - 3" W x 4" D 2's 2's 2x1 2x1 MATSU ACCOYA CHARRED CLADDING. MATSU ACCOYA CHARRED CLADDING. VERTICAL PROFILE INSTALLATION. VERTICAL PROFILE INSTALLATION. SIZE: 3/4" x 5-3/8″. COLOR: SKU #CH-750246. SIZE: 3/4" x 5-3/8″. COLOR: SKU #CH-750246. PROVIDE SAMPLE FOR ARCHITECT PROVIDE SAMPLE FOR ARCHITECT REVIEW AND APPROVAL. REVIEW AND APPROVAL. 1/8" DELTA SB60 NAIL SEAL STRIP, 1/8" DELTA SB60 NAIL SEAL STRIP, VERT. INSTALL. AT 24" O.C. - TYP.VERT. INSTALL. AT 24" O.C. - TYP. 7/8" METAL FURRING HAT CHANNEL 7/8" METAL - TYP. FURRING HAT CHANNEL - TYP. W/ GALV. FASTENER AS REQ'D. W/ GALV. FASTENER AS REQ'D. (1) 2 x 12. (1) 2 x 12. AT 10" CHANNELS TO BE SPACED AT 10" NOTE: CHANNELS TO BE SPACED NOTE: (2) 2 x 3s - V.I.F. (2) 2 x 3s - V.I.F. O.C. ABOVE JUT-OUT ONLY. TYP.O.C. SPACING ABOVE JUT-OUT ONLY. TYP. SPACING (2) 2 x 6s. (2) 2 x 6s. AT 24" O.C. AS SHOWN IN DETAILAT2.24" O.C. AS SHOWN IN DETAIL 2.

24" O.C.

BASEMENT FLR.

S 101

EXT. WALL DETAIL AT JUT-OUT

S 101

EXT. WALL DETAIL AT JUT-OUT

3" 6"

S 102

12" WALL 3" DETAIL EXT. STANDARD SIDING 6"

S 102

12" WALL DETAIL EXT. STANDARD SIDING

12" 3" 6"

12"A 302

LUDLOW HOUSE

SECTION - NORTH / SOUTH

GARDEN

WW DO W IN

OW BEL ELL

SHAFT FOR DUMBWAITER

AGE BEL OW

BATHROOM

BAS EME NT S T OR

15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

PORCH

BEDROOM

A 101

FIRST FLOOR PLAN

WORK SAMPLES

LUDLOW HOUSE

Rendering above by DXA studio, shown for clarity.

WORK SAMPLES

COURTYARD HOUSE Courtyard House is a three-story private residence in Cobbe Hill, Brooklyn. Commissioned by a young couple and their family of three children, the house revolves around an outdoor courtyard meant to provide a central shared space. The courtyard carves out views from the third floor study through the doubleheight living room and to the lush rear yard while providing all rooms with southern and northern exposures.

REAR YARD

REAR YARD DECK

DECK

LIVING & DINING

DECK LIVING & DINING

OPEN TO MASTER BELOW BEDROOM

OPEN TO BELOW

LIVING & DINING

STAIR

COURT (OPEN TO ABV.)

STAIR

REC.

MUDRM. PANTRY KITCHEN

PANTRY

STAIRPOWDER

COURT TERRACE STAIR COURT REC. (OPEN TO ABV.)(OPEN TO (OPEN TO ABV.) ABV. & BLW.) TERRACE STAIR COURT (OPEN TO ABV.)

STAIR

W/D MUDRM. PANTRY BATH

PARLOR POWDER

GARAGE

BATH

MASTER BEDROOM

BATH

ROOF TERRACE (NORTH)

ROOF TERRACE (SOUTH)

G FL Plan

PARLOR

BEDROOM GARAGE

ENTRY

BATH

STAIR

REC. W/D

COURT

STAIR

COURT (OPEN TO ABV. & BLW.)

TERRACE (OPEN TO ABV.)

COURT (OPEN TO ABV. & BLW.)

TERRACE (OPEN TO ABV.)

MASTER BEDROOM

TERRACE

REC.

COURT

STUDY

3 FL

BEDROOM

2 FL

GARAGE

BEDROOM

DEGRAW STREET

OPEN TO BELOW

MASTER BEDROOM

KITCHEN

MUDRM.

STAIR

BATH

STAIR BATH BEDROOM BEDROOM BEDROOM BATH

BEDROOM

3 FL Plan

BEDROOM BEDROOM BATH (CELLAR)

W/D STUDY BEDROOM

KITCHEN

BEDROOM

BATH

REAR YARD

BEDROOM

STUDY

LIVING

DECK

KITCHEN

G FL

GARAGE BATH

DEGRAW STREET DEGRAW STREET

DEGRAW STREET

STUDY

Section N â&#x20AC;&#x201C; S

C O U R T YA R D H O U S E

5 1/4"

8 1/4"

19 1/4

15 3/4"

1 1/2"

DECORATIVE PROFILE - TYP.

1 1/4" 10 3/4"

DENSGLASS - TYP.

7 1/2"

10 3/4"

URN RENCE)

1 1/2"

11"

1 1/4"

CSK-15.2

7 1/2"

STEEL (AS BUILT) - TYP.

LOOR 4 3/4"

11"

RIGID INS. - TYP.

8 1/4"

5 1/4"

BRICK FACE-TYP.

SEALANT AT EDGES - TYP. BATT INSUL.

WATERPROOFING BATT INSUL. BRICK RETURN (AS BUILT) - TYP.

DENSGLASS - TYP.

SEALANT AT EDGES - TYP.

RIGID INSUL. + METAL PANEL TBD - TYP.

DE - TBD

2 1/4"

17 1/4" 3 1/4"

DENSGLASS - TYP.

SEALANT AT EDGES - TYP.

SEALANT AT EDGES - TYP. BATT INSUL.

LOOR 0 1/4"

6 1/2"

2 1/4"

10"

5 1/2" 3 1/2"

BATT INSUL.

3 1/2" 5 1/2"

WATERPROOFING

EEN TRACK

1/2" REVEAL ON INSIDE FACE OF FRAME - TYP. INSECT SCREEN CAVITY

18"

9 1/4" 3"

EEN TRACK

18"

5 3 CSK-15.2

INSECT SCREEN TRACK BELOW

9 1/4" 3"

STEEL (AS BUILT) - TYP.

FXD.

5" 5 1/4"

RIGID INS. - TYP.

FXD.

METAL SURROUND TBD

19 1/4"

1 1/4"

BRICK FACE-TYP.

3/4" = 1'-0"

4 1/4"

PLAN DTL - REAR GLAZING @ 2ND FLR.

6 3/4" 1 1/4" 2 1/4"

5 1/4" 5"

LOOR 8 3/4"

1 1/4"

WATERPROOFING TBD

3/4"

WATERPROOFING

BATT INSUL. BRICK RETURN (AS BUILT) - TYP.

DENSGLASS - TYP.

HINSET

SEALANT AT EDGES - TYP.

WATERPROOFING RIGID INSUL. + METAL PANEL TBD - TYP.

6 1/4"

43 CSK-15-2 CSK-15.2

NOR T H ( R E A R ) WI ND O W S 40 3/4" 319BRICK DEFACE G RA W S T R E E T

FOR FIELD VERIFICATION 20 1/4"

142" F/S

98 3/4" F/S

2ND FLOOR 51' - 8 3/4"

SLIDING

145 1/4" F/S

FLUSH TRACK BELOW FINISH FLOOR LINE OF SLAB EDGE BEYOND

SLIDING

2 CSK-15.2

PLANTER IN FRONT OF BRICK FACE

DXA studio

Architecture PLLC 894 6th Avenue, 5th Floor New York, NY 10001 212 874 0567 www.dxastudio.com

ENLARGED ELEV. - REAR GLAZING

SLIDING

SLIDING R2

145 1/4" F/S

117 1/4" F/S

2" F/S TO FACE OF BRICK

LINE OF RECESSED FRAME EDGE (DASHED) - TYP.

CSK-15.2 .02

ALIGN

20' - 0 3/4" OVERALL OPENING HEIGHT - VIF

3 1/4" F/S TO FACE OF BRICK

FIXED

9' - 5 3/4"

02/ 10/ 2020 DATE EQ EQ 12' - 3 5/8" OPENING TO FACE OF STEEL COLUMN - VIF PROJECT NUMBER 12.06

20 1/4"

BRICK MASONRY EXT. CLADDING

3 CSK-15.2

NOTE: NOTE: 25' - 11 1/4" OVERALL OPENING WIDTH INSTALLER TO GC TO PROVIDE WATERPROOFING, 142"COORDINATE F/S SUBSTRATE AND INSULATION - GC TO 12' - W/ 9 1/2" OPENING TO FACE OF STEEL COLUMN - VIF STRUCTURAL COORD. ATTACHMENTS INSTALLER 10" COL. WD.

METAL SURROUND TBD

T.O. STEEL BEAM - VIF

NOTE: 39 1/2" BEADS, HARDWARE BRICK FACE AND FASTENERS NOT SHOWN, TO BE PROVIDED AS REQ'D

8' - 9 3/4" OPENING TO

LINE OF STRUCTURAL STEEL COLUMNS AND BEAMS BEYOND

3/4" = 1'-0"

16 1/2"

METAL SURROUND TBD

SLID.

BEAM HT

PLAN DTL - REAR GLAZING @ 1ST FLR.

SLID.

T.O. STEEL BEAM - VIF

9' - 10 7/8" T.O. SLAB TO

NG ABV.

10' - 5 1/4"

DE - TBD

3 1/2"

SEALANT AT EDGES - TYP.

3 1/2"

BATT INSUL.

3 1/2"

WATERPROOFING

NOTE: BEADS, HARDWARE AND FASTENERS NOT SHOWN, TO BE PROVIDED AS REQ'D

NOTE: GC TO PROVIDE WATERPROOFING, INSULATION - GC TO COORD. W/ INSTALLER

NOTE: INSTALLER TO COORDINATE SUBSTRATE AND STRUCTURAL ATTACHMENTS

FOR FIELD VERIFICATION

DATE PROJECT NUMBER

02/ 10/ 2020 1 2 . 06

NORT H ( REA R) WI ND OW S 3 1 9 D EG R A W S T R E E T

Double height living room sliding doors (low) and fixed panel (high). TiltCo Architectural Windows

1ST FLOOR 40' - 0 1/4"

3/8" = 1'-0"

CSK-15.1 .02

WORK SAMPLES

2 CSK-XY

CHOP SLAB

3RD FLOOR 62' - 4 3/4"

16' - 10 3/4" EX'G OPENING 202 3/4" EX'G OPENING 6" BM. FACE TO S.E. - V.I.F. 3 5/8" BM. FACE TO S.E. - V.I.F.

C1 C4

INT

EXT

ALIGN

METAL SOFFIT & FASCIA - TYP.

8 3/4" - TYP. SOFFIT C3

208 1/2" F/S EX T

11 CSK-19-5

98 3/4" F/S

8 1/2" - TYP. SOFFIT

98 3/4" F/S

SOFFIT METAL FASCIAMETAL & SOFFIT - TYP. & FASCIA - TYP.

ALIGN

98 3/4" F/S

METAL FASCIA & SOFFIT - TYP.

8 1/2" TYP. SOFFIT

204" F/S EX T

3 1/2" SOFFIT C2

2ND FLOOR 51' - 8 3/4"

C10

BRICK FACE

1 1/2" BRICK TO S.E.

11 CSK-19-5

2ND FLOOR 51' - 8 3/4"

3RD FLOOR 62' - 4 3/4"

1 1/4" BM. FACE TO S.E. - V.I.F.

IN T 10 3/4" SOFFIT @ EAST ONLY

EX T

3RD FLOOR 62' - 4 3/4"

148 1/2" EX'G OPENING TO REMAIN

METAL FASCIA & SOFFIT - TYP.

INT

IN T

145 3/4" F/S 1 1/2" BRICK TO S.E.

12' - 4 1/2" EX'G OPENING TO REMAIN

8 1/2" - TYP. SOFFIT

EX T

8" CMU JOG BYD.

BRICK FACE

81" F/S

V.I.F.C6

FUR OUT FROM CMU JOG TO MAINTAIN DIMS

112 1/2" F/S

113" F/S

16 1/2"

1 1/4" BM. FACE TO S.E. - V.I.F.

2 1/4" VIF - CHOP SLAB EXT TO BEAMINEDGE T

INT

202 1/2" DEPRESSED SLAB - V.I.F.

EX T

145 3/4" F/S

3RD FLOOR 62' - 4 3/4"

T.O. ROOF 75' - 8"

12 METAL FASCIA & SOFFIT - TYP. CSK-19-5 8C5 1/2" SOFFIT 8 1/2" - TYP.

EX T

@ EAST ONLY

SOFFIT

C3 INT C2 C1 FUR OUT FROM CMU JOG TO C1 C4 MAINTAIN ROOM DIMENSIONS EX T 162 1/4" F/S 8" CMU JOG 8" CMU JOG 145 3/4" F/S FUR OUT FROM CMU 97 3/4" F/S JOG TO MAINTAIN DIMS 148" DEPRESSED SLAB - V.I.F. 12' - 4" DEPRESSED SLABRM. - V.I.F.

CHOP SLAB

2' - 5" - TYP. FASCIA HT.

ALIGN

CHOP SLAB

FUR OUT FROM CMU JOG TO C8 MAINTAIN DIMS

98 3/4" F/S

BRICK RETURN MAKE UP W/ 4x4x3/8 GALV. ANGLE OR EQ. TO SUPPORT WINDOW

INT

15"

8" CMU JOG

ALIGN

BRICK RETURN

1/2" VIF - CHOP 3 1/2" VIF - 3CHOP SLAB TO BEAM EDGE SLAB TO BEAM EDGE

INT

1/2" INT

1/4" = 1'-0"@ COURT EAST ELEVATION

DXA studio

894 6th Avenue, 5th Floor New York, NY 10001 212 874 0567 www.dxastudio.com

Architecture PLLC

1/4" = 1'-0"

Architecture PLLC

NOTE: BEADS, HARDWARE AND FASTENERS NOT SHOWN, TO BE PROVIDED AS REQ'D

2ND FLOOR 51' - 8 3/4" 2 1/4" VIF - CHOP SLAB TO BEAM EDGE

5/8" GYP. ON SLAB EDGE WEST ELEVATION @ COURT

CHOP SLAB

2ND FLOOR 51' - 8 3/4"

1 3/4"

201" F/S

MAKE UP W/ 4x4x3/8 GALV. ANGLE OR EQ. TO SUPPORT WINDOW

V.I.F.

EXT

INTGLASS RAILING

BRICK WALL

98 3/4" F/S

112 1/4" F/S

LINE OF CMU LIP BEYOND

T.O. ROOF

75' - 8" BRICK FACE TO TOP OF PARAPET ABV. SHELF ANGLE PER SHOP DWG

ALIGN

C8 BRICK WALL BEYOND EX T

BULKHEAD WALL

BRICK FACE TO TOP OF PARAPET ABV.

INT

112 1/4" F/S

ALIGN

112 1/4" F/S

EX T

C6 EXT

INT

SHELF ANGLE PER SHOP DWG

BULKHEAD WALL

SHELF ANGLE PER SHOP DWG

ALIGN

ALIGN SHELF ANGLE PER SHOP DWGSHELF ANGLE PER SHOP DWG

SHELF ANGLE PER SHOP DWG

T.O. ROOF 75' - 8"

75' - 8"

ALIGN

PARAPET BRICK FACE T.O. ROOF

ALIGN

BRICK FACE

112 1/2" F/S

PARAPET BRICK FACE

PARAPET

BRICK FACE

98 3/4" F/S

PARAPET

ALIGN

NNOOTTEE: :DUW DTOLEC SONLOUTMNS & NOTE: USE STL COLUMNS & SG ES CCOOVNECRRIE NTTEERCIUORRBW OCNECRETE CURBS AS REFERENCE S OAR SKREFERECN

: DWG DOES NOT R I N T E RI O R WO RK

5 CSK-36NOTE: DWG DOES NOT NOTE:NDOWTG E: DUOSEESSN TLOTCOLUMNNSO&TE: USE STL COLUMNS & INNTCERREIOTR WUORRBKS AS RECFOENRCERNECTEE CURBS AS REFERENCE COVER INTERIOR WORK COVERCO EC

NORTH ELEVATION @ COURT

= 1'-0" @ COURT SOUTH1/4" ELEVATION

1/4" = 1'-0"

NOTE:NOTE: NOTE:NOTE: FORNOTE: FIELD VERIFICATION INSTALLER TO GC TOTO PROVIDE INSTALLER HARDWARE GC TOBEADS, PROVIDE COORDINATE WATERPROOFING, AND FASTENERS COORDINATE WATERPROOFING, SUBSTRATE AND INSULATION SUBSTRATE AND - GC TODATE NOT SHOWN, INSULATION - GC TOTO BE STRUCTURAL COORD. W/ STRUCTURAL PROVIDED AS REQ'D COORD. W/ PROJECT NUMBER ATTACHMENTS INSTALLER ATTACHMENTS INSTALLER

FORC FIELD VERIFICATION OU R TYARD WINDOCW OU S R&TY MATRLDPW AN IN ED L OW S

0DATE 2/ 0 5/ 20 NUMBER 1PROJECT 2 . 06

3 1 9 D EG R A W S T 06/ 11/ 2020 12.06

& MT L P A NEL 3 1 9 D EG R A W S T

CSK-19-3 .02 CSK-19-2 .03

Second floor view corridors from courtyard to rear yard (left, center). Looking north from second and third (right). TiltCo Architectural Windows

C O U R T YA R D H O U S E

3" MAX. 56" ABOVE T.O. SLAB

43 1/4" ABOVE T.O. PAVER

54 1/4" ABOVE T.O. SLAB 1 1/2" PAVER

T.O. ROOF 75' - 8"

12 3/4" T.O. PAVER

VARIES

2 1/2"

2" MAX. TAPERED INSUL

5" INSULATION

14 1/4"

SLOPE 1%

41 1/2" ABOVE T.O. PAVER

GALV. OR SST BOLT EVERY 2" OF ANGLE LENGTH - PROVIDE SUBMITTAL

1 1/2"

5x5x3/8" GALV. ANGLE TOP-MTD. ON CMU - TYP.

4" ANGLE

1/4" DIA. GALV. & BLACK POWDER COATED CABLE - TYP.

4" -TYP.

1/2"

3"x1/2" GALV. & BLACK POWDER COATED POST & TOP RAIL - TYP.

AS REQ'D - MAX. 3"

T.O. PARAPET 79' - 4"

(2) BOLTS PER POST AS REQ'D - PROVIDE SUBMITTAL

5" C.L S.E. - V

4x4x3/8" GALV. ANGLE, SIDE-MTD. ON GALV. 5x5x3/8" ANGLE

5/8" DENSGLASS WATERPROOFING 2" RIGID INSULATION 4

Black cable railing installation at roof terrace (north). Island Steel & Detailing Corp.

WORK SAMPLES

ROOF ENLARGED SECTION @ RAILING

1" = 1'-0"

DXA studio

Architecture PLLC 894 6th Avenue, 5th Floor New York, NY 10001 212 874 0567 www.dxastudio.com

ROOF ENLARGE

NOTE: GC TO VERIFY DIMENSIONS NOTED IN FIELD

N G SE CA RE

EMPERED GLASS GUARDRAIL 42" ABOVE ULKHEAD FINISH TO MATCH 3RD FLR. ERRACE, BLACK INISH ON SHOE

OPENING FOR LADDER 5 CSK-26-2

7 CSK-26-3

FLASHING, SHOE, AND PARAPET WALL BEYOND

IGID INS. (ROOF) LOPE TO LEADER

LASHING

.T. BLOCKING

T.O. BULKHEAD 85' - 2"

CUPPER TO LEADER EYOND - SEE PLAN

1/2" METAL CLADDING SSEMBLY (Z-GIRT WITH PS BOARD AND METAL ANEL ON EXTERIOR) O BE SPECIFIED AND NSTALLED AT LATER DATE) - TYP.

ACCESS LADDER ATTACHMENT - TYP. ACCESS LADDER PROVIDE 3' CLEARANCE TO EITHER SIDE

WATERPROOFING M I RR OR E L E V A T I ON ON N OR T H S I D E

2) LAYERS OF TYPE-X GYP. BOARD OR EQUAL OR 1-HR FIRE RATING

" STUD WALL ROVIDE CAVITY NSULATION AS REQ'D

24"

38"

GYP TO COVER NGLE BRACING LAYER AS REQ'D)

18"

T-1 OVER 1-HR FIRETD ASSEMBLY

1/4" 3/4"

ACES L AND OT BE

BLACK MTL. EXT. DOOR - PROVIDE SUBMITTAL

T.O. ROOF 75' - 8"

12 3/4"

SECTION

36"

T.O. PARAPET 79' - 4"

1/2" = 1'-0"

NOTE: METAL PANEL AND INTERIOR FINISH TO BE DETERMINED PROVIDE SPACE & CLEARANCES REQ'D

2019

BULKHEAD SOUTH ELEVATION (MIRRORED) 1/2" = 1'-0"

DATE PROJECT NUMBER

02/ 0 3/ 20 1 2 . 06

2020

B U L K HE A D D E S I G N 3 1 9 D EG R A W S T

CSK-26-2 .03

Third floor windows (all three sides of courtyard). Bulkhead above. TiltCo Architectural Windows

C O U R T YA R D H O U S E

29 3/8" TYP. VARIES

14"

9 3/4"

16"

5 5/8"

8 ALT

EXT WALL - TYP. WINDOW DTL - SOUTH ALT

1 1/2" = 1'-0"

WORK SAMPLES

FRAME HEIGHT

ROUGH HEIGHT 1"

1' - 8"

1' - 7"

2" 8"

5 3/4"

P.T. BLOCKING AS REQUIRED

HEIGHT

1/2"

6 1/4"

FLASHING BEHIND / BELOW PLANTER BOX

ROUGH HEIGHT

1' - 7"

2" 8" 5 3/4"

6 1/4"

1 1/2" = 1'-0"

ROUGH HEIGHT

9 3/8"

EXT WALL - TYP. WINDOW DTL - SOUTH

FLASHING / DRIP EDGE

Rendering by Alberto Herzog at DXA studio, shown for clarity.

MINERAL WOOL INSULATION IN 6" STUDS (R24)

1/2" REINFORCED CONCRETE SOFFIT PANEL - SLOPE 2 8 DEGREES TOWARDS WINDOW

HEIGHT

1 1/2" = 1'-0"

ROUGH HEIGHT

1/2"

EXT WALL - TYP. WINDOW DTL - SOUTH ALT

HEIGHT

9 3/8"

8 ALT

FLASHING / DRIP EDGE

ROUGH HEIGHT

FRAME HEIGHT 1' - 8"

2" 8"

9 3/8"

3 3/4"

14 1/4"

3 3/4"

MINERAL WOOL INSULATION IN 6" STUDS (R24)

SOLID WOOD FLASHING FLOATING BEHIND BENCH / W/ WALL MTD.BELOW SHELF PLANTER ANGLE BOX REFER TO A-700s & A-800s

8" 3 3/4" 3 3/4"

2' - 4"

ROUGH HEIGHT

5 5/8"

FLASHING / DRIP EDGE

SILL FLASHING

P.T. BLOCKING AS SILL FLASHING REQUIRED

8" 3 3/4"

3 3/4" ARMORWALL VP

L BRACKET REINFORCED CONCRETE PANEL - SLOPE 2 VERTICAL SOFFIT T PROFILE DEGREES TOWARDS WINDOW

SOLID WOOD FLOATING BENCH W/ WALL MTD. SHELF ANGLE REFER TO A-700s & A-800s

8 1/4"

9" 8 1/2"

5 5/8"

14 1/4"

9" 10"

5 3/4"

10"

1' - 7"

2" 8"

1' - 7"

5 3/4"

6 1/4"

2" 8"

2" 8" 6 1/4"

3 3/4"

FLASHING / DRIP EDGE

L BRACKET LINE OF CRICKET FLASHING BYD. VERTICAL T PROFILE CONCEALED FASTENER RAIL & CLIP SYSTEM, PROVIDE BIMETALLIC SEPARATION AS REQ'D.

1/2"

3 3/4"

14 1/4"

2' - 4"

3 3/4"

14 1/4"

5 5/8"

9 3/8"

3 3/4" ARMORWALL VP

REINFORCED CONCRETE PANEL

HEIGHT

1' - 8"

3 3/4"

2' - 4"

21"

3 3/4" ARMORWALL VP

1 3/4"

CONCEALED FASTENER RAIL & CLIP SYSTEM, PROVIDE BIMETALLIC SEPARATION AS REQ'D.

MINERAL WOOL INSULATION IN 6" STUDS (R24)

P.T. BLOCKING AS REQUIRED

VARIES

1'-6" MAX.

2' - 4"

0' - 8 1/4"

FIBERGLASS PLANTER BOX W/ REINFORCED CONCRETE PANEL DRAINAGE CAVITY BELOW REFER TO LANDSCAPE SPECS LINE OF CRICKET FLASHING BYD.

SILL FLASHING

3 3/4"

23 3/4"

MINERAL WOOL INSULATION IN 6" STUDS (R24)

3 3/4" ARMORWALL VP

5 5/8"

1 3/4"

WINDOW - TYP. - SEE A-910

BLOCKING AS - SEE SOLID WOOD P.T. FLOATING BENCH REQUIREDDETAILS A-700s FOR ADDITIONAL

1'-6" MAX.

6 1/4"

8 1/2"

SOLID WOOD FLOATING BENCH - SEE A-700s FOR ADDITIONAL DETAILS

SILL FLASHING

1' - 8"

3 3/4"

21"

CONCEALED FASTENER RAIL & CLIP SYSTEM, PROVIDE BIMETALLIC SEPARATION AS REQ'D.

ROUGH HEIGHT

VARIES 1'-6" MAX.

FLASHING REINFORCED CONCRETE PANEL

FRAME HEIGHT

0' - 8 1/4"

23 3/4"

23 3/4" VARIES

FIBERGLASS PLANTER BOX W/ DRAINAGE CAVITY BELOW REFER TO LANDSCAPE SPECS

8 1/4"

1'-6" MAX.

6 1/4"

ROUGH HEIGHT

FRAME HEIGHT

23 3/4"

REINFORCED CONCRETE SOFFIT PANEL - SLOPE 2 DEGREES TOWARDS WINDOW

29 3/8" TYP. VARIES

16"

WT1.1

9 3/8" 9 3/4"

6" 3/4" 3 1/4" WT1.1

9 3/8"

EXT WALL - TYP. WINDOW PLAN DTL - SOUTH 1 1/2" = 1'-0"

6 1/4"

VARIES

L BRACKET REINFORCED CONCRETE PANEL - SLOPE 2 VERTICAL SOFFIT T PROFILE DEGREES TOWARDS WINDOW

15" WIDTH

WINDOW - TYP. - SEE A-910

FLASHING

L BRACKET CONCEALED FASTENER RAIL & CLIP SYSTEM, PROVIDE BIVERTICAL T PROFILE METALLIC SEPARATION AS REQ'D.

GROWING MEDIUM

ROUGH WIDTH

2' - 4"

6 1/4"

WINDOW - TYP. - SEE A-910

REINFORCED CONCRETE PANEL

15"

PLANTER

1 1/2"

WIDTH

EXT WALL - TYP. WD. PLAN DTL - SOUTH - ALT 1 1/2" = 1'-0"

WINDOW - TYP. - SEE A-910

15 3/8"

6" 12"

GROWING MEDIUM

WIDTH

2' - 4"

EXT WALL - TYP. WINDOW PLAN DTL - SOUTH2' - 11"1/2" = 1'-0" ROUGH WIDTH

WIDTH

PLANTER

ROUGH WIDTH

2' - 1"

3/4" 3 1/4"

ROUGH WIDTH

2' - 4"

14"

14 1/2" 6 1/4"

1 3/4"

PLANTER

6 1/4"

5 5/8"

FLASHING

1 1/2"

15 3/8"

29 3/8" TYP. VARIES

16"

WT1.1

16"

5 5/8"

9 3/8" 9 3/4"

6" WT1.1

1" WIDTH

GROWING MEDIUM

3 3/4"

7 ALT

ROUGH WIDTH 12"

WIDTH

2' - 4"

1 1/2"

WIDTH

PLANTER

ROUGH WIDTH

2' - 1"

EXT WALL - TYP. WD. PLAN DTL - SOUTH - ALT 1 1/2" =2'1'-0" - 1" ROUGH WIDTH 1"

GROWING LINE OF SLAB MEDIUM EDGE BELOW

FLASHING

1 3/4"

7 ALT

6 1/4"

FLASHING

1 1/2"

9 3/8"

1" WIDTH

15 3/8"

ROUGH WIDTH

LINE OF SLAB EDGE BELOW

9 3/4"

6" 15 3/8"

14"

14 1/2" 6 1/4"

LINE OF SLAB FLASHING EDGE BELOW

14 1/2"

29 3/8" TYP. VARIES

14"

14 1/2" LINE OF SLAB EDGE BELOW

Window and Sill Planter Details EXT WALL - TYP. WINDOW DTL - SOUTH

1 1/2" = 1'-0"

THE GARDEN The Garden is an eight-story, 50-unit rental residence in central Brooklyn. Sited on Garden Street, the design aims to integrate the idea of a garden within the constraints of urban development. The developer for the project pursued additional floor area through the cityâ&#x20AC;&#x2122;s Inclusionary Housing and 421-A programs, resulting in the challenge of balancing floor area with the structural capacity to cantilever. DXA studio PLANS - GENERAL NOTES

Architecture PLLC

894 6th Avenue, 5th Floor New York, NY 10001 212 874 0567 www.dxastudio.com

10 BULKHEAD RF 92' - 0"

WT3.3

2' - 10"

8' - 7"

2' - 4 1/8"

W1.A

8' - 7"

2' - 4 1/8"

W1.A

8' - 7"

2' - 4 1/8"

W1.A

8' - 7"

2' - 4 1/8"

8' - 7"

W1.A

2' - 4 1/8"

W1.A

8' - 7"

W1.A

2' - 5"

8' - 7"

2' - 4 1/8"

W1.A

8' - 7"

2' - 10"

WT1.1

W1.A

W2.C

D2.D

W2.C

D2.D

W1.A

07 SEVENTH FLR T.O.S. 60' - 0"

W1.A

FT2

7' - 8"

2' - 4"

7' - 8"

W1.A

4 WT1.1

W1.A

40'-7" 80.36' FT (NAVD88) ABV. BASE PLANE SEE SURVEY C-100

W1.A

7' - 8"

W1.A

03 THIRD FLR T.O.S. 20' - 0"

WT1.1

W1.A

ADJACENT 3 STORY BUIDLING

W1.A

02 SECOND FLR T.O.S. 10' - 0" D2.A

W1.A

WT2

1102

EL. 38.56 FT (NAVD88) 4 A-513

WT4

2 A-520

01 GROUND FLR T.O.S. 0' - 0"

EL. 40.98 FT (NAVD88)

GARDE N S T

W1.A

2' - 4"

7' - 8"

2' - 4"

ADJACENT 2 STORY BUIDLING

05 FIFTH FLR T.O.S. 40' - 0"

04 FOURTH FLR T.O.S. 30' - 0"

2' - 4"

7' - 8"

06 SIXTH FLR T.O.S. 50' - 0"

WT1.1

2' - 4"

SEE SURVEY C-100

7' - 8"

09 ROOF T.O.S. 80' - 0"

08 PENTHOUSE T.O.S. 70' - 0"

2' - 4"

1 A-503

09 ROOF T.O. PARAPET 83' - 0"

RESIDENTIAL ENTRANCE

BASE PLANE : 3 39.78 A-513

2 A-521

EGRESS EXIT

GREEN ROOF REC. TERRACE STRUCTURAL WALL / COLUMN (BEYOND OR ABOVE IF DASHED). SEE STRUCTURALCOMMON DRAWINGS.

2" SEISMIC GAP FROM PROPERTY LINE

FENCE / SCREEN

STAIR BULKHEAD

ELEVATOR BULKHEAD

MECHANICAL SCREEN

BASE PLANE : 39.78

PARKING ENTRY

CUSTOM MILLWORK. SEE A-800S FOR MORE INFORMATION.

OUTDOOR SHOWER

GARAGE DOOR

RESIDENTIAL UNIT

UPTURN BEAM BELOW PAVER TO SUPPORT DECK AND VEGETATED AREA UNIT VENT AND LOUVER ON EXTERIOR WALL. SEERESIDENTIAL MEP DRAWINGS

60 DEGREE STAIR TO ELEVATOR CONTROL ROOM

FLOOR / AREA / OVERFLOW DRAIN. SEE MEP DRAWINGS.

ACCESS PANEL

RESIDENTIAL UNIT ROOFTOP MECH UNITS. SEE MEP DRAWINGS

VERTICAL VENT. SEE MEP DRAWINGS

PLANTER

GUARDRAIL

STEEL CABLE RAIL

OUTDOOR BUILT-IN FURNITURE (ALL OTHER FURNITURE MOVABLE)

OUTDOOR GRILL STATION (ELECTRIC)

WALKABLE GREEN ROOF AREA

TREE

DECKING LEVEL WITH PAVER

OUTDOOR FIRE TABLE (BIOETHANOL)

SUMP PIT (42" W x 66" D). SEE STRUC. & MEP DRAWINGS

EGRESS STAR GATE (22" W X 42", DOUBLE SWING)

FIRE CLOSET

ELEVATED COMMON REC. TERRACE

PARKING CONSULTANT Philip Habib & Associates, Seth Wright 102 Madison Ave # 11, New York, NY 10016 T 212.929.5656

INCLUSIONARY HOUSING ATTORNEY Seiden Schein, David Shamshovich 570 Lexington Avenue, 14th Fl., New York, New York 10022 T 212.935.1400 CORRIDOR RESIDENTIAL UNIT ACCESSIBILITY CONSULTANT United Spinal Association, Dominic Marinelli T 718.803.3782

CORRIDOR REVISIONS

RESIDENTIAL UNIT

NO. 1 2

3 4 CORRIDOR 5 6

RESIDENTIAL UNIT

RESIDENTIAL UNIT DATE

DESCRIPTION

DD 100% D.O.B. FILING SET

07.17.20 07.17.20

CD 50% D.O.B. RESUBMISSION SET #1

09.11.20 09.28.20 RESIDENTIAL 10.06.20 UNIT 10.09.20

D.O.B. RESUBMISSION SET #2 CD 80%

METAL GRATE STAIR

SCREEN GATE 3

ELECTRICAL ROOM

DRAWING NAME TRASH

CORRIDOR

20' - 0" SLOPE VARIES

10' - 0"

NEW 1-HOUR RATED WALL 1:12 SLOPE

EXISTING BLDG.

NEW 2-HOUR RATED WALL

1 A-400 NEW COLUMN

NEW 3-HOUR RATED WALL

NEW CMU WALL

EXISTING PROPERTY LINE

SEAL+SIGNATURE

RAISED FLOOR SLAB. SEE STRUC

STRUCTURAL WALL / COLUMN (B

22' - 3 3/4"

1:7 SLOPE

1:12 SLOPE CURVING

10.09.2020 DATE PROJECT NO. 19.52 DRAWING NO.

2" SEISMIC GAP FROM PROPERTY FENCE / SCREEN

STAIR BULKHEAD

08 PENTHOUSE T.O.F. 70' - 2" 08 PENTHOUSE T.O.S. 70' - 0"

ELEVATOR BULKHEAD

MECHANICAL SCREEN

07 SEVENTH FLR T.O.F. 60' - 2"

06 SIXTH FLR T.O.F. 50' - 2" 06 SIXTH FLR T.O.S. 50' - 0"

05 FIFTH FLR T.O.F. 40' - 2" 05 FIFTH FLR T.O.S. 40' - 0"

04 FOURTH FLR T.O.F. 30' - 2" 04 FOURTH FLR T.O.S. 30' - 0"

03 THIRD FLR T.O.F. 20' - 2" 03 THIRD FLR T.O.S. 20' - 0"

02 SECOND FLR T.O.F. 10' - 2"

01 ELEVATED TERRACE T.O.F. 3' - 2" 01 GROUND FLR T.O.F. 0' - 2" 01 GROUND FLR T.O.S. 0' - 0"

-01 CELLAR FLR T.O.F. -10' - 10" -01 CELLAR FLR T.O.S. -11' - 0"

47' - 10"

A-200 .00

CUSTOM MILLWORK. SEE A-800S

OUTDOOR SHOWER

GARAGE DOOR

FACADE RECESS

UPTURN BEAM BELOW PAVER TO

VENT AND LOUVER ON EXTERIOR

60 DEGREE STAIR TO ELEVATOR C

FLOOR / AREA / OVERFLOW DRAIN

ACCESS PANEL

ROOFTOP MECH UNITS. SEE MEP

VERTICAL VENT. SEE MEP DRAWI PLANTER

GUARDRAIL

STEEL CABLE RAIL

OUTDOOR BUILT-IN FURNITURE (A

OUTDOOR GRILL STATION (ELECT

WALKABLE GREEN ROOF AREA

TREE

DECKING LEVEL WITH PAVER

OUTDOOR FIRE TABLE (BIOETHAN

SUMP PIT (42" W x 66" D). SEE ST

EGRESS STAR GATE (22" W X 42"

FIRE CLOSET

TRENCH DRAIN

METAL GRATE STAIR

SCREEN GATE

BIKE RACK

PLANS - LEGEND

NEW CAST CONCRETE WALL

5' - 9 1/4"

-02 ELEVATOR PIT -16' - 11"

EXISTING BLDG. 1

A-403

4 A-400

NEW COLUMN

NEW CMU WALL

PAGE NUMBER c DXA studio 2020

WALL TAG

NEW WALL

NYC D.O.B. BSCAN

1/8" = 1'-0"

THE GARDEN

PARKING

BUILDING ELEVATION SOUTH

PLANS - LEGEND NEW CAST CONCRETE WALL

COMPACTOR ROOM

THE GENERAL CONTRACTOR SHA CONFIRM DIMENSIONS WITH CON

09 ROOF T.O.S. 80' - 0"

02 SECOND FLR T.O.S. 10' - 0"

RAMP

21 GARDEN STREET BROOKLYN, NY 11206

PARKING NAME PROJECT

TRENCH DRAIN

Section N/S - Parking Ramp

RESIDENTIAL UNIT

EXPEDITOR CORRIDOR RESIDENTIAL JM Zoning, Howard Akerman 225 Broadway, 13th Fl. Ste. 1300, New York, NY 10007UNIT T 212.964.4464

RESIDENTIAL UNIT

BIKE RACK

ELEVATOR CONSULTANT Jenkins & Huntington, Graham Huntington 1251 6th Ave., Ste. 920, New York, NY 10020 CORRIDOR T 212.696.1818

07 SEVENTH FLR T.O.S. 60' - 0"

FACADE RECESS

NEW PAVER FLOOR

MEP/FP ENGINEERING NY Engineers, Flori Muresan 135 West 41st Street, 5th Fl., New York, NY 10036 CORRIDOR RESIDENTIAL T 212.575.5300 UNIT LANDSCAPE DESIGN J. Mendoza Gardens, Samuel Jimenez ASLA 242 West 30th Street NYC 10001 T 646.828.2736 LIGHTING DESIGN CORRIDOR RS Lighting Design, Randy Sabedra 252 Albany Avenue, 3R, Brooklyn, NY 11213 T 718.554.6218

09 ROOF T.O. RAIL 86' - 6" 09 ROOF T.O. PAVER 83' - 0" 09 ROOF T.O. PARAPET 83' - 0"

NEW WALL

MECH. AREA STRUCTURALTYP. ENGINEERING, SoE, ENVELOPE CONSULTANT Buro Ehring Engineering P.C., Holger Schulze-Ehring 233 Broadway Suite 2180, New York, NY 10279 T 212.359.1650

-02 ELEVATOR PIT -16' - 11"

1/8" = 1'-0"

PROJECT TEAM 13

THE GENERAL CONTRACTOR SHAL CONDITIONS AT THE SITE TO CON DESCRIBED BY THE DRAWINGS. THE GENERAL CONTRACTOR SHAL DAILY BASIS. THE GENERAL CONT CLEANING TO PREVENT ANY BUIL THE PROPOSED PLANS SHALL CO APPLICABLE BUILDING CODES, RE GOVERNING AGENCIES INCLUDIN GENERAL CONTRACTOR TO COOR COORDINATION IS NEEDED, RELE IF GENERAL CONTRACTOR DISCOV CONDITIONS DIFFERING FROM TH NOTIFIED PRIOR TO COMMENCME GC TO MAINTAIN 2-HOUR RATED W ENCLOSURES AROUND STEEL CO

PLANS - KEY NOTES

10 BULKHEAD RF 92' - 0"

South

RESIDENTIAL UNIT

PRIVATE REC. TERRACE

4. ELEV. CTRL. RM ROOF 100' - 6" 11 ELEV. BH ROOF 97' - 8"

-01 CELLAR FLR T.O.S. -11' - 0"

RESIDENTIAL UNIT

A PL

Garden Owner LLC 31 Belvidere St., 2nd Fl. Brooklyn, NY 11206 T 917.847.9935

THE GENERAL CONTRACTOR SHALL FIELD VERIFY EXISTING WALL DEPTHS 6 AND CONFIRM DIMENSIONS WITH CONSTRUCTION PLANS. 22 RAISED FLOOR SLAB. SEE STRUCTURAL DRAWINGS.

W1.A

2' - 4"

7' - 8"

2' - 4 1/8"

W1.A

2' - 4"

7' - 8"

4' - 2"

OWNER

12' - 0"

GOVERNING AGENCIES INCLUDING ADEQUATE ACCESSIBILITY AND USAGE BY THE DISABLED. G F E GENERAL CONTRACTOR TO COORDINATE ITEMS FROM ALL TRADES. IF FURTHER COORDINATION IS NEEDED, RELEVANT TRADES TO BE NOTIFIED PRIOR TO WORK. IF GENERAL CONTRACTORPL DISCOVERS DISCREPENCIES, OMISSIONS, OR HIDDEN CONDITIONS DIFFERING FROM THE INFORMATION ABOVE, THE ARCHITECT SHALL BE NOTIFIED PRIOR TO COMMENCMENT OF WORK. GC TO MAINTAIN 2-HOUR RATED WALL AT EGRESS LOCATIONS AND 3-HR RATED ENCLOSURES AROUND STEEL COLUMNS WITHOUT CONCRETE ENCASEMENT MECH. AREA 8 PLANS - KEY NOTES 4.

ELEV. CTRL. RM ROOF 100' - 6" 11 ELEV. BH ROOF 97' - 8"

10' - 0"

5.2

10' - 0"

5.1 PL

10' - 0"

WT3.2

10' - 0"

2.5

10' - 0"

A-300

10' - 0"

1.7

3 A-400

8' - 3"

A-301

1.5

6' - 11 1/4"

A-401

8' - 0"

11' - 0"

3.1

PLANS - GENERAL NOTES

ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, 1 2 4 ARRANGEMENTS, AND DESIGNS REPRESENTED OR A-404 REFERRED A-600 TO ARE THEA-404 PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARED CREATED, EVOLVED, DEVELOPED AND C 7 AND IN CONNECTION WITH PRODUCED SOLELY FOR USE ON THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR 1 USED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY USE OR PURPOSE07.SK.2 WHATSOEVER. EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO.

11' - 0"

THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT DESCRIBED BY THE DRAWINGS. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAILY BASIS. THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR DEBRIS. 1 2 THE PROPOSED PLANS SHALL COMPLY WITH ALL REQUIREMENTS A-400 SET FORTH BY ALL A-302 APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCES, AS WELL AS OTHER

NEW PAVER FLO

SPOT ELEVATION

PL 1

2.2

2.3

2.1

- PL -

- - PL

- PL

1.5

1.7

2.5

- - PL

- PL 1' - 0"

11' - 8"

5.1

5.2

A-201

A-210 A-300 80' - 0"

5' - 7 3/4"

4' - 2 1/4"

12' - 2 1/2"

- - PL

9' - 3 1/2"

22' - 0 1/2"

2 12' - 4" 1' - 7 1/2" HEARING / VISUAL UNIT

9' - 3"

- - PL

10' - 10"

17' - 7"

UNIT 1B 1BR / 1 BA 531 GSF 507 NSF

0' - 2"

19 D

RT1.2

3' - 2"

- - PL

-1' - 2 1/2" DN

109 UNIT 1C 1BR / 1 BA E 737 GSF 654EX'G NSF

10' - 0 1/4"

LIGHT: 35 SF AIR: 25 SF

5' - 1" 9' - 0" 3' - 0"

5' - 0"

421-A

EXERCISE RM 28' - 5 3/4"

-PL -

W1.A

664 GSF 1' - 0" 612- NSF Category IH

Area

664 GSF

W1.A

LIGHT: 35 SF AIR: 25 SF

UNIT 1C 421-A EGRESS 1 A-521

NEW STREET TREE

1BR

654 SF 5th Floor NYC 10001 T 212 874 0567

PARKING ENTRY

EXIT

dxastudio.com 12' - 0"

UNIT 3G 1BR / 1 BA 727 GSF 629 NSF

-PL -

UNIT 3G 1BR / 1 BA 727 GSF 629 NSF

A-200

UNIT 3F 1BR / 1 BA 608 GSF 581 NSF

- PL

-PL -

1' - 1"

UNIT 3F 1BR / 1 BA 608 GSF 581 NSF

- PL

UNIT 3E 1BR / 1 BA 634 GSF 573 NSF

ND FLR T.O.F.

MECHANICAL SCREEN

EXPEDITOR JM Zoning,4"Howard Akerman 225 Broadway, 13th Fl. Ste. 1300, New York, NY 10007 EXPEDITOR 3' - 8" T 212.964.4464 JM Zoning, Howard Akerman

CUSTOM MILLWORK. SEE A-800S FOR MORE INFORMATION. OUTDOOR SHOWER

GARAGE DOOR

FACADE RECESS

60 DEGREE STAIR TO ELEVATOR CONTROL ROOM - PL

FLOOR / AREA / OVERFLOW DRAIN. SEE MEP DRAWINGS.

ACCESS PANEL

1 MECH UNITS. SEE 2.2MEP DRAWINGS 2.3 2 ROOFTOP

DD 100% 07.17.20 D.O.B. FILING SET

- - PL

PROJECT NAME PROJECT NAME

-PL- GARDEN -PL STREET 21 GARDEN21 STREET E

SEAL+SIGNATURE

- PL B

03 THIRD FLR T.O.F.

2.2

2.3

2.2

2.3

2.1

1/8" = 1'-0"

2.1 2.1

WALKABLE GREEN ROOF AREA

TREE

DECKING LEVEL WITH PAVER

OUTDOOR FIRE TABLE (BIOETHANOL)

UNIT 7C 2BR / 1 BA 813 GSF 787 NSF UNIT 7C

2BR / 1 BA 813 GSF 787 NSF

560 NSF

Category

1BR / 1 BA 597 GSF 560 NSF

Area

IH Ca NameIH CalC

570 Lexington Avenue, 14th Fl., New York, New York 10022

DRAWING NAME United Spinal Association, Dominic Marinelli

NEW 3-HOUR RATED WALL

EXISTING PROPERTY LINE

UNIT 7E 2BR / 2 BA UNIT 939 GSF7E 2BR / 2 BA 901 NSF 939 GSF 901 NSF

T 718.803.3782

GROUND PLAN DATE REVISIONSDESCRIPTIONFLOOR

REVISIONS NO.

NO. DESCRIPTION DD 100% 100% 1D.O.B. DD FILING SET

1 2

D.O.B. FILING SET

SEAL+SIGNATURE

DRAWING NAME DRAWING NAME

UNIT 4F 1BR / 1 BA 608 GSF

07.17.20

10.09.2020 DATE PROJECT NO. 19.52 DRAWING NO.

A-101 .00

NYC D.O.B. BSCAN

DXA studio 2020

UNIT 4E AREA PLAN - TYPICAL NETNET AREA PLAN 1BR / 1 BA- TYPICAL FLOOR (2-3) 634 GSF FLOOR (2-3)

SPOT ELEVATION

UNIT 7A UNIT 7A UNIT 7B UNIT 7B UNIT 7C UNIT 7C UNIT 7D UNIT 7D UNIT 7E UNIT 7E UNIT 7F

DATE 07.17.20 07.17.20 07.17.20

-PL -PL- GARDEN STREET 21 21 GARDEN STREET PAGE NUMBER BROOKLYN, 11206 BROOKLYN, NYNY 11206

WALL TAG

Name

MAR MA MAR INC INC INC INC MA MAR MA UNIT 7F MAR

21 GARDEN STREET BROOKLYN, NY 11206

T 212.935.1400 ACCESSIBILITY CONSULTANT United Spinal Association, Dominic Marinelli ACCESSIBILITY CONSULTANT T 718.803.3782

UNIT 4B 1BR / 1 BA 664 GSF 612 NSF

NEW 2-HOUR RATED WALL

10.06.20 10.09.20

225 Broadway, 13th Fl. Ste. 1300, New York, NY 10007

NEW 1-HOUR RATED WALL

09.11.20 09.28.20

6Jenkins &CD 80% Graham Huntington Huntington,

PARKING CONSULTANT 1251 6th Ave., Ste. 920, New York, NY 10020 Philip Habib & Associates, Seth Wright T 212.696.1818 102 Madison Ave # 11, New York, NY 10016 PARKING CONSULTANT UNIT 4C T 212.929.5656

PROJECT NAME

629 SF

07.17.20 07.17.20 #1

INCLUSIONARY HOUSING ATTORNEY T 212.964.4464 Seiden Schein, David Shamshovich INCLUSIONARY HOUSING 570 Lexington Avenue, 14th Fl.,ATTORNEY New York, New York 10022 Seiden Schein, David Shamshovich T 212.935.1400

NEW CMU WALL

MARKET R

DATE

JM Zoning, Howard Akerman 225 Broadway, 13th Fl. Ste. 1300, New582 York,NSF NY 10007 EXPEDITOR T 212.964.4464 JM Zoning, Howard Akerman

571 SF 571 SF 612 SF 612 SF 582 SF UNIT 7F 582 SF 676 2BR /SF 1 BA 860 GSF UNIT 7F 676 2BR /SF 1 BA 796SF NSF 573 860 GSF 796SF NSF 573 581 SF 581 SF 629 SF

571 NSF

DESCRIPTION

J. Mendoza LIGHTING DESIGN Gardens, Samuel Jimenez ASLA 30th StreetSabedra NYC 10001 DD 100% 1242 West RS Lighting Design, Randy T 646.828.2736 UNIT 7D 252 Albany 3R, Brooklyn, NY 11213 2 Avenue, D.O.B. FILING SET 2BR / 1 BA T 718.554.6218 LIGHTING DESIGN 847 GSF 3RS LightingCD 50%Randy Sabedra Design, ELEVATOR CONSULTANT 801NY NSF UNIT 7D 252 Albany Avenue,RESUBMISSION 3R, Brooklyn, 11213 4 & Huntington, D.O.B. SET Jenkins 2BR / 1 BA T 718.554.6218Graham Huntington 1251 6th Ave., Ste. 920, New York, NY 10020 847 5 D.O.B. RESUBMISSIONGSF SET ELEVATOR CONSULTANT T 212.696.1818 801 NSF

Philip Habib & Associates, Seth Wright 1BR / 1 BA 102 Madison Ave # 11, New York, NY 10016 EXPEDITOR T 212.929.5656 613 GSF

NEW COLUMN

INCLUSIO

MEP/FP ENGINEERING

Upper Floor Plan (7-8)

1/8" =MARKET 1'-0"

T 212.575.5300

LANDSCAPE DESIGN NO.

Category - IH

INCLUSIO INCLUSION

REVISIONS

UNIT 4G 1BR / 1 BA NEW PAVER FLOOR 727 GSF 629 NSF

- PL

INCLUSIO

NYC D.O.B. STRUCTURAL ENGINEERING, SoE, BSCAN ENVELOPE CONSULTANT ACCESSIBILITY CONSULTANT MEP/FP ENGINEERING 07 SEVENTH FLR T.O.F. 1 Buro Ehring Engineering P.C., Holger Schulze-Ehring United Spinal Association, Dominic Marinelli NY Engineers, Flori Muresan 233 Broadway Suite 2180, New York, NY 10279 135 T West 41st Street, 5th Fl., New York, NY 10036 718.803.3782 T 212.359.1650

PROJECT NAME PROJECT NAME

19.52

5A 5B NET01 .00

31 Belvidere St., 2nd Fl. - PL Seiden Schein, David Shamshovich

LANDSCAPE DESIGNFlori Muresan NY Engineers, J. Mendoza Gardens, Samuel5th Jimenez 135 West 41st Street, Fl., NewASLA York, NY 10036 T 212.575.5300 242 West 30th Street NYC 10001 T 646.828.2736

- PL - - PL EXISTING BLDG.

07.17.2020

07 SEVENTH G FLR T.O.F.

4 Owner LLC HOUSING 5 ATTORNEY Garden INCLUSIONARY PROJECT TEAM

MARKET RATE

CONCRETE WALL

- PL

07.17.2020

USED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY USE

Brooklyn, NY 11206 STRUCTURAL ENGINEERING, SoE, ENVELOPE CONSULTANT Lexington Fl., New York, New York 10022 T 917.847.9935 Buro570 Ehring Engineering Avenue, P.C., Holger14th Schulze-Ehring PAGE NUMBER 212.935.1400 233 T Broadway Suite 2180, New York, NY 10279 c DXA studio 2020 PROJECT TEAM T 212.359.1650

OUTDOOR GRILL STATION (ELECTRIC)

NEW WALL

NET01.00

-PL -

07 SEVENTH FLR T.O.F.

OUTDOOR BUILT-IN FURNITURE (ALL OTHER FURNITURE MOVABLE)

PAGE NUMBER PAGE NUMBER c DXA studio 2020 NYC D.O.B. BSCAN c DXA studio 2020

NYC D.O.B. BSCAN

2.3

- PL NET01 .00

NET AREA PLAN - GROUND FLOOR

PRODUCED SOLELY FOR USE ON AND IN CONNECTION WITH

Zoning, Akerman PROJECT NO. 19.52 4JMOR 5 5A 5B Garden Owner LLC Howard PURPOSE WHATSOEVER. EXCEPT UPON WRITTEN 31 Belvidere St., 2nd Fl. DIRECTION 225 Broadway, 13th Fl.OFSte. York, NYNO. 10007 DRAWING PERMISSION AND DXA1300, STUDIO. New Brooklyn, NY 11206 T 212.964.4464 T 917.847.9935 OWNER

-PL -PL- -

07.17.2020 DATE PROJECT NO. PROJECT NO. DRAWING 19.52 NO. DRAWING NO. 4

- PL -

1/8" = 1'-0"

DATE

- - UNIT MOBILITY OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND (2ND FLR. ONLY) DRAWING NAME PARKING CONSULTANT PRODUCED SOLELY FOR USE ON AND IN CONNECTION WITH

PIT (42" W x 66" D). SEE STRUC. & MEP DRAWINGS IH SUMP Calculations - Net SF - 03 TypicalUNIT Floor (2-3) 7B 1BR / 1 BA 30 EGRESS STAR GATE (22" DOUBLE Name Category - IHW X 42",- Net Category Area (2-3) GSF IH Calculations SFSWING) - 03 597 Typical Floor UNIT 7B

- PL -

ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, THIS Philip PROJECT AND MAY NOT BE DISCLOSED GIVEN TO OR Habib & Associates, SethOR Wright ARRANGEMENTS, AND DESIGNS REPRESENTED OR USED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY USE REFERRED TO ARE THE#PROPERTY OF York, DXA STUDIO WHETHER 102 Madison Ave 11, New NY 10016 OR PURPOSE WHATSOEVER. EXCEPT UPON WRITTEN THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED T 212.929.5656 PERMISSION AND DIRECTION OF DXA STUDIO.DEVELOPED AND OR NOT. THEY ARE CREATED, EVOLVED,

UNIT 3G MARKET RATE651 GSF 1BR NEW CAST 910 NSF

07.17.20 07.17.20

DXA- studio - PL

2.1

2.2

DATE

07.17.20 07.17.20

OWNER THIS PROJECT ANDSEAL+SIGNATURE MAY NOT BE DISCLOSED OR GIVEN TO OR EXPEDITOR DATE

1 VERTICAL -VENT. PL SEE MEP DRAWINGS 1 2.2 PL PLANTER

DESCRIPTION

MA MA INC MA MA INC MA

LIGHTING DESIGN PLLC RS Lighting Design, Architecture -Randy PL -Sabedra 6th Avenue, 5th Floor NY 11213 252 Albany Avenue,894 3R, Brooklyn, New York, NY 10001 874 0567 T 718.554.6218 212 www.dxastudio.com PROJECT NAME G ELEVATOR CONSULTANTDXA studio -PL -PL- Architecture PLLC ALL DRAWINGS, PLANS, IDEAS, Jenkins &SPECIFICATIONS, Huntington, Graham Huntington 21 GARDEN -894PL - STREET ARRANGEMENTS, AND DESIGNS REPRESENTED 6th Avenue, 5thOR Floor 1251 6th Ave., Ste. 920, NY 10020 NewNew York, NY York, 10001 PLREFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER 212 874 0567 BROOKLYN, NY 11206 T 212.696.1818 THE PROJECT FOR WHICH THEY AREwww.dxastudio.com PREPARED IS EXECUTED

Typical Floor Plan (2-6)

UNIT323A TRENCH MARKET 1BR DRAIN RATE UNIT 3A MARKET UNIT333B METAL MARKET RATE RATE 1BR 1BR GRATE STAIR INCLUSIONARY HOUSING ATTORNEY 570 Lexington Avenue, 14th Fl., New York, New York 10022 3B MARKET RATE Seiden Schein, David Shamshovich T 212.935.1400 UNIT 3C UNIT INCLUSIONARY 1BR 1BR 570 Lexington Avenue, 14th Fl., New York, New York 10022 34 SCREEN GATE T 212.935.1400 ACCESSIBILITY CONSULTANT UNIT 3C INCLUSIONARY UNIT 3D MARKET RATE 1BR 1BR United Spinal Association, Dominic Marinelli ACCESSIBILITY CONSULTANT D T 718.803.3782 35 BIKE RACK 3D MARKET United Spinal Association, Dominic Marinelli UNIT 3E UNIT MARKET RATE RATE 1BR 1BR T 718.803.3782 E UNIT 3D UNIT 3E MARKET RATE 1BR 36 E 1BR / 1 BA UNIT 7A UNIT 3F LADDER INCLUSIONARY 1BR UNIT 3D REVISIONS UNIT 4A 820 GSF / 2 BA 1BR / 1 BA UNIT 7A 3F 2BR INCLUSIONARY 1BR NO. NSF DESCRIPTION DATE REVISIONS PLANS UNIT - LEGEND 676 820 GSF GSF 1BR / 1 BA 2BR /1BR 2 BA MARKET1055 RATE NO. NSF DESCRIPTION DATE UNIT 3G 07.17.20 DD 100% 1 676 910 NSF 1055 GSF D.O.B. FILING SET1

UNIT 3F 1BR / 1 BA 608 GSF 581 NSF

- PL

VENT AND LOUVER ON EXTERIOR WALL. SEE MEP DRAWINGS

NO. NSF 676

DD 100% 1 LANDSCAPE DESIGN 2 D.O.B. FILING SET J. Mendoza Gardens, Samuel Jimenez ASLA 242 West 30th Street NYC 10001 T 646.828.2736

UNIT 3E 1BR / 1 BA 634 GSF 573 NSF

- - PL

FIRE CLOSET Name

UNIT 3A UNIT 3B UNIT 3C UNIT 3D UNIT 3E UNIT 3F UNIT 3G

STRUCTURAL ENGINEERING, SoE,ATTORNEY ENVELOPE CONSULTANT INCLUSIONARY HOUSING Seiden Schein, DavidHolger Shamshovich Buro Ehring Engineering P.C., Schulze-Ehring 570 Lexington Avenue, 14th Fl., New York, New York 10022 233 Broadway Suite 2180, New York, NY 10279 T 212.935.1400 T 212.359.1650

225 Broadway, 13th Fl. Ste. 1300, New York, NY 10007 T 212.964.4464

SEAL+SIGNATURE

UNIT 3G 1BR / 1 BA 727 GSF 629 NSF

IH Calcu Name C

ACCESSIBILITY CONSULTANT United Spinal Association, Dominic Marinelli

INCLUSIONARY ATTORNEY -PLSeiden - Schein, HOUSING David Shamshovich

PROJECT

576 SF 507 SF 654 SF

Philip Habib & Associates, Seth Wright 102 Madison Ave # 11, New York, NY 10016 T 212.929.5656

MARKET

EXPEDITOR JM Zoning, Howard Akerman TEAM225 Broadway, 13th Fl. Ste. 1300, New York, NY 10007 T 212.964.4464

MEP/FP ENGINEERING T 718.803.3782 NY Engineers, Flori Muresan 3D 5th Fl., New York, NY 10036 135 West 41st UNIT Street, 1BR / 1 BA REVISIONS T 212.575.5300 820 GSF

AREA PLAN - GROUND NET AREA NET PLAN - GROUND FLOOR F FLOOR

1BR 1BR 1BR

INCLUSIONARY

PARKING CONSULTANT 1251 6th Ave., Ste. 920, New York, NY 10020 Philip Habib & Associates, Seth Wright T 212.696.1818 D 102 Madison Ave # 11, New York, NY 10016 PARKING CONSULTANT T 212.929.5656

- - PL

- PL -

ELEVATOR BULKHEAD

3' - 8"

INCLUSIONARY HSG. LEGEND

- - PL

EX'G CURB CUT TO BE REMOVED SIDEWALK TO BE RESTORED TO ORIGINAL CONDITION

- PL B

1/8" = 1'-0"

UNIT 3E 1BR / 1 BA 634 GSF 573 NSF

STAIR BULKHEAD

MOBILITY UNIT MOBILITY UNIT BROOKLYN,BROOKLYN, NY 11206 NY 11206 PROPOSED CURB CUT FILED (2ND FLR.APPLICATION ONLY) (2ND FLR. ONLY) UNDER SEPARATE DRAWING NAME DRAWING NAME

1/8" = 1'-0"

3' - 8"

FENCE / SCREEN

MEP/FP ENGINEERING

Jenkins & Huntington, Graham Huntington

571 NSF UNIT 1A INCLUSIONARY UNIT 1B MARKET RATE UNIT 1C 421-A

INCLUSIO

ELEVATOR CONSULTANT Jenkins & Huntington, Graham Huntington 1251 6th Ave., Ste. 920, New York, NY 10020 T 212.696.1818

OWNER

MARKET RATE 1/8" = CABLE 1'-0" 22 STEEL RAIL

UNIT 3B Category 1BR / 1 BA

2" SEISMIC GAP FROM PROPERTY LINE

INCLUSIO

THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR LIGHTING DESIGN 9' - 7" RS Lighting Design, Sabedra USED BY ANY PERSON, FIRM,Randy OR CORPORATION FOR ANY USE 252 Albany Avenue, 3R, Brooklyn, NY 11213 OR PURPOSE WHATSOEVER. EXCEPT UPON WRITTEN T 718.554.6218 PERMISSION AND DIRECTION OF DXA STUDIO.

UNIT 3C 1BR / 1 BA 613 GSF 582 NSF

INCLUSIONARY 21 GUARDRAIL

RS Lighting Design, Randy Sabedra UNIT 3C ELEVATOR CONSULTANT 252 Albany Avenue, 3R, Brooklyn, NY 11213 1BR / 1 BA Jenkins & Huntington, Graham Huntington T 718.554.6218 613 GSF 1251 6th Ave., Ste. 920, New York, NY 10020 582 NSF T 212.696.1818 ELEVATOR CONSULTANT

PARKING RAMP

STRUCTURAL WALL / COLUMN (BEYOND OR ABOVE IF DASHED). SEE STRUCTURAL DRAWINGS.

MEP/FP ENGINEERING

Garden Owner LLC PARKING CONSULTANT Philip Habib 31 Belvidere St., 2nd Fl.& Associates, Seth Wright 102 Madison Ave # 11, New York, NY 10016 Brooklyn, NY 11206 T 212.929.5656 4" T 917.847.9935

- PL

Architecture PLLC

894 6th Avenue, 5th Floor New York, NYENVELOPE 10001 CONSULTANT STRUCTURAL ENGINEERING, SoE, 212P.C., 874Holger 0567Schulze-Ehring Buro Ehring Engineering www.dxastudio.com 233 Broadway Suite 2180, New York, NY 10279 T 212.359.1650

ALL DRAWINGS,NYSPECIFICATIONS, Engineers, Flori MuresanPLANS, IDEAS, 135 AND West 41st Street, 5thREPRESENTED Fl., New York, NY 10036 ARRANGEMENTS, DESIGNS T 212.575.5300 - OR - PL REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER LANDSCAPE DESIGN THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED J. Mendoza Gardens, Samuel Jimenez ASLA OR NOT. THEY 242 AREWest CREATED, 30th StreetEVOLVED, NYC 10001 DEVELOPED AND C T 646.828.2736 PRODUCED SOLELY FOR USE ON AND IN CONNECTION WITH

664 GSF 612 NSF

UNIT 3A

DXA studio

PROJECT TEAM

MOBILITY UNIT (2ND FLR. ONLY)

RAISED FLOOR SLAB. SEE STRUCTURAL 1BR / 1 BA DRAWINGS.

- - PL

Ground Floor Plan (Arch. Set)

01 GROUND FLR

- - PL

5 LLC Garden Owner 31 Belvidere St., 2nd Fl. Brooklyn, NY 11206 T 917.847.9935

INCLUSIONARY HSG. LEGEND

INCLUSIONARY HSG. LEGEND 2.3 2

- PL B

J. Mendoza Gardens, Samuel Jimenez ASLA DESIGN 242 West 30th Street NYC 10001 RS Lighting Design, Randy Sabedra 646.828.2736 252 Albany Avenue, 3R, TBrooklyn, NY 11213 T 718.554.6218 9' - 7"LIGHTING DESIGN

UNIT 3C 1BR / 1 BA 613 GSF 582 NSF

LANDSCAPE DESIGN NY Engineers, Flori Muresan J. Mendoza Gardens, Samuel Jimenez 135 West 41st ASLA Street, 5th Fl., New York, NY 10036 T 212.575.5300 242 West 30th Street NYC 10001 C T 646.828.2736

1:20 SLOPE

THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT 421-A DESCRIBED BY THE DRAWINGS. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A INCLUSIONARY DAILY BASIS. THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR DEBRIS. MARKET RATE THE PROPOSED PLANS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH BY ALL APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCES, AS WELL AS OTHER GOVERNING AGENCIES INCLUDING ADEQUATE ACCESSIBILITY AND USAGE BY THE DISABLED. GENERAL CONTRACTOR TO COORDINATE ITEMS FROM ALL TRADES. IF FURTHER COORDINATION IS NEEDED, RELEVANT TRADES TO BE NOTIFIED PRIOR TO WORK. IF GENERAL CONTRACTOR DISCOVERS DISCREPENCIES, OMISSIONS, OR HIDDEN CONDITIONS DIFFERING FROM THE INFORMATION ABOVE, THE ARCHITECT SHALL BE NOTIFIED PRIOR TO COMMENCMENT OF WORK. GC TO MAINTAIN 2-HOUR RATED WALL AT EGRESS LOCATIONS AND 3-HR RATED ENCLOSURES AROUND STEEL COLUMNS WITHOUT CONCRETE ENCASEMENT

- PL

STRUCTURAL ENGINEERING, SoE, CONSULTANT 1 ENVELOPE 03 THIRD FLR T.O.F. 1 MEP/FP ENGINEERING Buro Ehring Engineering P.C., Holger Schulze-Ehring NY Engineers, Flori Muresan A-302 233 Broadway Suite 2180, New York, NY 10279 135 West 41st Street, 5th Fl., New York, NY 10036 T 212.359.1650

3A UNIT 1A INCLUSIONARY 1BRUNIT 1BR 576 SF 612 NSF / 1 BA 651 GSF 1102 571 NSF UNIT 1A INCLUSIONARY 1BRSF 576 SF 32 UNIT 1B MARKET RATE 1BR 507 SIAMESE 1' - 2 1/2" CONNECTION 0' - 11" 1BRSF 5076th SF Avenue 894 UNIT 1C 421-A UNIT 1B MARKET 1BR RATE 654

1 A-520

-PL -

5 LLC Garden Owner 31 Belvidere St., 2nd Fl.

9' - 7"LIGHTING

1:20 SLOPE

Name

UNIT 3A 1BR / 1 BA 651 GSF 571 NSF

103

OWNER

Brooklyn, 11206 CONSULTANT STRUCTURAL ENGINEERING, SoE,NY ENVELOPE 917.847.9935 Buro Ehring Engineering TP.C., Holger Schulze-Ehring 233 Broadway Suite 2180, New York, NY 10279 PROJECT TEAM T 212.359.1650

SB01B RATE

25' - 0"

MOBILITY UNIT

Brooklyn, NY 11206 T 917.847.9935

MOBILITY UNIT PACKAGE RM T 212.575.5300 (2ND FLR. ONLY)

30 1:12 SLOPE

PRODUCED SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY USE 5 LLC 5A 5B Garden Owner OR PURPOSE WHATSOEVER. EXCEPT UPON WRITTEN 31 Belvidere St., 2nd Fl. PERMISSION AND DIRECTION OF DXA STUDIO.

OWNER

4 PROJECT TEAM

IH Calculations - Net SF - 01 31 Ground Floor UNIT 3B Name Category - IHB1IH Calculations Category - Net 11'SF- 7"- Area 0111 Ground Floor 5' - 0" 1BR / 1 BA

0' - 2"

107

RESIDENTIAL ENTRANCE E

25' - 0"

101

4 REFUSE ROOM

www.dxastudio.com A THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN CONNECTION WITH SPECIFICATIONS, PLANS, IDEAS, 1OR GIVEN A-202 THIS PROJECT AND MAY ALL NOTDRAWINGS, BE DISCLOSED TO OR ARRANGEMENTS, AND DESIGNS REPRESENTED OR USED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY USE REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER OR PURPOSE WHATSOEVER. EXCEPT UPON WRITTEN THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED A PERMISSION AND DIRECTION OF THEY DXA STUDIO. OR NOT. ARE CREATED, EVOLVED, DEVELOPED AND

LANDSCAPE DESIGN

-0' - 4"

ADA BATHROOM

2.1

INCLUSIONARY MARKET

MOBILITY UNIT

1101 2.2 2.3 SB01A PL

UNIT 1C 1BR / 1 BA 737 GSF 654 NSF

-PL -

W/D

3' - 8 1/4"

104

MOBILITY UNIT 2 INCLUSIONARY HSG. LEGEND DN A-611(2ND FLR. ONLY)

421-A

DN MARKET RATE

D2.A

NEW STREET TREE

2' - 0" 5' - 10"

8' - 0 1/2"

1:20 SLOPE

W1.A

1 A-611 3

2.1

31 INCLUSIONARY 01 GROUND FLR T.O.F. 1/8" = 1'-0"

D2.B

6' - 10 1/4"

- PL

0' - 2"

2.3

23' - 7 3/4"

6' - 9"

7' - 11"

3' - 3 1/4"

531 GSF 507 NSF 1C0C

2.2

- - PL

C3 1C03 D2

MAIL

8' - 9"

7' - 10"

4' - 0"

2' - 0"

- PL

9' - 8"

1' - 2"

2' - 8 1/2"

1 A2 D2.F

894 6th Avenue, 5th Floor New York, NY 10001 212 874 0567

1:7 SLOPE

2.1

-PL UPTURN - PL 13 BEAM BELOW PL PAVER TO SUPPORT DECK AND VEGETATED AREA

- PL ARRANGEMENTS, AND DESIGNS REPRESENTED OR - - PLREFERRED TO ARE THE PROPERTY1B-3 OF DXA STUDIO WHETHER A BATHROOM

MOBILITY UNIT

0' - 2" 1 HSG. LEGEND 2 INCLUSIONARY F3 SA01

D3 LOBBY

- - PL D2

PL 1B0A

8' - 10 3/4"

1B0B

- - PL

H1 DW

1B03

- PL

-F3PL

22' - 6 3/4"

1C0B

VESTIBULE

STREET TREE

110

1C0D F1

1C0AW/D

W1.A

6' - 6"

9' - 3 3/4"

B 1103

-PL -

1' - 6"

1B01

7' - 3"

7' - 6 1/4"

UNIT 1B

11' - 5 1/4"

15' - 0 3/4" UNIT 1A 1BR / 1 BA 643 GSF 576 NSF

1C01

BEDROOM ROOM SIZE 96 SF Architecture PLLC - PL 894 6th Avenue, 5th Floor LIGHT REQ'D (10%) 10 SF New York, NY 10001 212 874 0567 LIGHT PROVIDED 36 SF www.dxastudio.com G VENT REQ'D (5%) 5 SF DXA studio -PL VENT IDEAS, PROVIDED 26 SF Architecture PLLC ALL DRAWINGS, SPECIFICATIONS, PLANS,

1A0B A2

1C02 1BR / 1 BA

0' - 2"

1104

13' - 5 3/4"

4' - 0"

UNIT 1B 1BR / 1 BA 531 GSF 507 NSF

D3 D2G 8' - 2"

5' - 0 1/2"

11' - 7"

0' - 2"

C1 D2

1B-2studio DXA

1B02

-PL 5A

13' - 1 3/4"

10"

8' - 11"

HEARING / VISUAL UNIT

1C-2 BEDROOM ROOM SIZE 143 SF UNIT 1AREQ'D (10%) 14 SF LIGHT 1BR / 1 BA LIGHT PROVIDED 40 SF 643 GSF 576 NSF VENT REQ'D (5%) 7 SF VENT PROVIDED 28 SF

5' - 0"

22' - 2 3/4"

3.1 A-401 DW

BATHROOM

5' - 1"

1' - 10 1/2"

1C-3

40 SF 40 SF 20 SF 28 SF

7' - 4"

5' - 10"

D2 D3

1A01 CT

1A03D2 C3 W/D

1A0D

5' - 1"

LIGHT REQ'D (10%) LIGHT PROVIDED VENT REQ'D (5%) VENT PROVIDED

3' - 8 1/2"

1A0A

0' - 2"

4' - 3 1/4"

3' - 6"

1A02

5B 18' - 10 1/2"

- PL -

1105 1A0C

- - PL

10' - 1"

UNIT 1C / VISUAL HEARING LIV / DIN / KIT UNIT1C-1 ROOM SIZE 398 SF

- - PL

8' - 2"

2.1

11' - 5"

1B0C F1

UNIT 1B 1B-1 LIV / DIN / KIT ROOM SIZE 294 SF LIGHT REQ'D (10%) 29 SF LIGHT PROVIDED 43 SF VENT REQ'D (5%) 15 SF VENT PROVIDED 30 SF

0' - 2"

5' - 8"

4 11' - 4 1/4"

LOUNGE

2' - 0"

2.3

105

- PL -

- PL

2.2

- - PL

3' - 3" 2' - 2 1/4"

LIGHT: 36 SF AIR: 26 SF

12' - 4 1/2"

2.1

BATHROOM 1 A-203

D2.E LIGHT: 43 SF AIR: 30 SF

7' - 0 3/4"

1A-3

2' - 7"

W2.A

21' - 0 3/4"

0' - 2"

PRIVATE PASSIVE REC. TERR.

D2.E

UNIT 1C 1BR / 1 BA 737 GSF 654 NSF

651 GSF

DN 1B-0

LIGHT: 43 SF AIR: 30 SF

D2.C

14' - 9 1/4"

LIGHT: 36 SF AIR: 26 SF

HOSE BIB

2.3

IH Calculations - Net SF - 01 Ground Floor THE GENERAL CONTRACTOR SHALL FIELD VERIFY EXISTING WALL DEPTHS UNIT 3B AND Name Category - IH Category Area 1BR / 1 BA CONFIRM DIMENSIONS WITH CONSTRUCTION PLANS.

0' - 2"

9' - 6 1/2"

1A-2 BEDROOM ROOM SIZE 140 SF LIGHT 2.2 REQ'D (10%) 2.3 14 2 SF LIGHT PROVIDED 36 SF VENT REQ'D (5%) 7 SF - PL VENT PROVIDED 26 PL SF

W2.A

MIRROR

22' - 1 1/4"

PRIVATE PASSIVE REC. TERR.

18' - 2"

1A-0

UNIT 1A 1A-1 LIV / DIN / KIT ROOM SIZE 326 SF LIGHT REQ'D (10%) 33 SF LIGHT PROVIDED 43 SF VENT REQ'D (5%) 16 SF VENT PROVIDED 30 SF

5 0' - 2"

OWNER

2.2

PLANS - KEY NOTES

ELEV. COMMON PASS. REC. TERR.

3' - 2"

COMMON PASSIVE REC. TERR.

112

UNIT 1A 1BR / 1 BA 643 GSF 576 NSF

111

- PL

RT1.2

5. 6.

15' - 0"

TYP

Architecture PLLC 894 6th Avenue, 5th Floor New York, NY 10001 212 874 0567 www.dxastudio.com

ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS, AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED A OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER. EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO.

PLANS - GENERAL NOTES

A-301

A-210

- PL -

- PL

DXA studio

- PL -

- - PL

UNIT 4D 1BR / 1 BA 820 GSF 676 NSF

573 NSFDATE SEAL+SIGNATURE 07.17.2020 07.17.2020 DATE PROJECT NO. 19.52 PROJECT NO. NO. 19.52 DRAWING

SEAL+SIGNATURE

- PL NSF -581 PL

DRAWING NO.

NET03.00

- PL NET03 .00

- PLPAGE - NUMBER

INCLUSIONARY HSG. LEGEND

1/8" = 1'-0"

c DXA studio 2020 PAGE NUMBER NYC D.O.B. BSCAN c DXA studio 2020 NYC D.O.B. BSCAN

421-A

1/8" = 1'-0"

421-A

INCLUSIONARY

MARKET RATE

- - PL

MARKET RATE C

14 894 6th Avenue

894 6th Avenue 5th Floor NYC 10001

| D

UNIT 4C 1BR / 1 BA 613 GSF 582 NSF

WORK SAMPLES UNIT 4B

HPD PL

HPD

PLANS

- PL PLANS

110

Rivington Company CLIENT 21 Garden -Street PROJECT IH Calculations Net SF - 04 Typical Floor (4-6) CLIENT 19.52 Company PROJECT NUMBERRivington

Name

Category - IH

Category

Area

1' - 4" WT1.3

A-515

2' - 0"

3/8" x 3" SST BAR CABLE RAILING WELDED TO BASE PLATE ANCHORED TO SLAB BELOW

ALL DRAWINGS, SPE ARRANGEMENTS, AN REFERRED TO ARE T THE PROJECT FOR W OR NOT. THEY ARE C PRODUCED SOLELY F THIS PROJECT AND M USED BY ANY PERSO OR PURPOSE WHATS PERMISSION AND DI

TERRACE DOOR - SEE A-910 WINDOW SCHEDULE

FLASHING TAPE AROUND TOP OF SKIRT FLASHING

15 3/8"

14"

3 3/4"

COPING AND BRACKET ALL PENETRATIONS TO BE SEALED

SST SKIRT FLASHING ANCHORED TO SLAB SEAL FASTENER

EDGE OF PRIVACY SCREEN

REINFORCED CONCRETE PANEL

P.T. BLOCKING AS REQ'D.

2" ARMORWALL VP

SEALANT AND BACKER ROD W/ RETICULATED FOAM WEEPS AT 24" O.C. MAX

Garden Owner LLC 31 Belvidere St., 2nd Brooklyn, NY 11206 T 917.847.9935

PROJECT TEAM

SEALANT, & BACKER ROD

STRUCTURAL ENGINE Buro Ehring Engineer 233 Broadway Suite T 212.359.1650

SHEET METAL RECEIVING ANGLE FASTENED TO SLAB CONCRETE CURB AS REQ'D.

22 1/8"

2' - 4"

OWNER

COMPATIBLE SHEET APPLIED OR FLUID APPLIED FLASHING MEMBRANE

SST SILL FLASHING FASTENED TO BLOCKING BELOW

CONCRETE BEAM SEE STRUC. DWGS.

MINERAL WOOL IN 6" STUDS (R24)

SEE A-500 1/2" 6" 5 3/4"

LIQUID SEALANT SEAL ALL AROUND

COMPATIBLE SHEET APPLIED OR FLUID APPLIED FLASHING, SEALED TO SKIRT FLASHING AND ROOF MEMBRANE

CONCEALED FASTENER RAIL & CLIP SYSTEM, PROVIDE BI-METALLIC SEPARATION AS REQ'D.

3 3/4"

MEP/FP ENGINEERIN NY Engineers, Flori M 135 West 41st Stree T 212.575.5300

FLOOR FINISH - TYP.

VERTICAL T PROFILE

LANDSCAPE DESIGN J. Mendoza Gardens, 242 West 30th Stree T 646.828.2736

ANCHOR & ANGLE AT EDGE OF CONCRETE DECK - SEE STRUC. DWGS

L BRACKET 3 3/4" ARMORWALL VP

CONCRETE BEAM BEYOND SEE STRUC. DWGS.

LIGHTING DESIGN RS Lighting Design, R 252 Albany Avenue, T 718.554.6218

ANCHOR & ANGLE AT EDGE OF CONCRETE DECK ALL ROOF COMPONENTS SEE RT2 DETAIL FOR REFERENCE

ELEVATOR CONSULT Jenkins & Huntington 1251 6th Ave., Ste. 9 T 212.696.1818

CEILING TYP. - SEE A-800s STEEL BEAM - SEE STRUC. DWGS.

EXT

PARKING CONSULTA Philip Habib & Assoc 102 Madison Ave # 1 T 212.929.5656

(2) 5/8" GYPSUM BOARD 2-HR RATED KITCHEN CABINETRY BEYOND

PL 1

Detail - 7th Flr Terrace - N/S

EXPEDITOR JM Zoning, Howard A 225 Broadway, 13th T 212.964.4464

1 1/2" = 1'-0"

INCLUSIONARY HOUS Seiden Schein, David 570 Lexington Avenu T 212.935.1400

ACCESSIBILITY CONS United Spinal Associa T 718.803.3782

PRIVACY

LOT 11

SCREEN

3/8" x 3" SST BAR CABLE RAILING MECH. ATTACHED TO ANGLE ANCHORED SIDEWAYS TO BEAM

REINFORCED CONCRETE PANEL RETURN

OPERABLE WOOD PANEL - SEE A-910 WINDOW SCHEDULE

SILL FLASHING

WOOD SIDING BOTH SIDES

COMPATIBLE SHEET APPLIED OR FLUID APPLIED FLASHING MEMBRANE TO WRAP AROUND TOP OF ARMORWALL

GALV. STEEL POST WELDED TO BASE PLATE ANCHORED TO SLAB BELOW

COPING AND BRACKET ALL PENETRATIONS TO BE SEALED 2" ARMORWALL VP

LIQUID SEALANT SEAL ALL AROUND

CONCEALED FASTENER RAIL & CLIP SYSTEM, PROVIDE BIMETALLIC SEPARATION AS REQ'D.

FLASHING TAPE AROUND TOP OF SKIRT FLASHING

STUCCO OVER ARMORWALL, SEE WT 1.3

REINFORCED CONCRETE PANEL

2" ARMORWALL VP

NO.

L BRACKET

PTD. WOOD SILL - TYP. (1) LAYER 5/8" GYPSUM BOARD

VERTICAL T PROFILE

6" METAL STUD FRAMING WITH MINERAL WOOL INSULATION (R24)

3 3/4" ARMORWALL VP PANEL, W. 3" RIGID INSULATION R21

2" ARMORWALL VP VERTICAL T PROFILE

COMPATIBLE SHEET APPLIED OR FLUID APPLIED FLASHING SST SILL FLASHING FASTENED TO ARMORWALL PANEL

COMPATIBLE SHEET APPLIED OR FLUID APPLIED FLASHING

FLOOR FINISH - TYP.

ANCHOR & ANGLE AT EDGE OF CONCRETE DECK - SEE STRUC. DWGS

REINFORCED CONCRETE SOFFIT PANEL - SLOPE 2 DEGREES TOWARDS WINDOW - ATTACH TO VERTICAL PANEL FROM INSIDE FACE WITH L-ANGLE PROVIDE AS PRE-ASSEMBLED PIECE

COMPATIBLE SHEET APPLIED OR FLUID APPLIED FLASHING, SEALED TO SKIRT FLASHING AND ROOF MEMBRANE

SST SKIRT FLASHING ANCHORED TO SLAB SEAL FASTENER

TAPERED P.T. SHIMMING FOR LEVELING AS REQ'D

D.O.B. RESU CD 80%

SEAL+SIGNATU

SOFFIT BEYOND ABOVE WINDOW

CONCRETE DECK - SEE STRUC. DWGS.

CONCRETE BEAM - SEE STRUC. DWGS.

CEILING, TYP. SEE A-800s

PARTITION WALL TYP. - SEE PLANS

21 GARDE BROOKLY

EXTERIOR TERRACE

FLUID APPLIED CANT

ANCHOR & ANGLE AT EDGE OF CONCRETE DECK

CD 50% D.O.B. RESU

5 6

DRAWING NAM

CIP SLAB - SEE STRUC. DWGS.

L BRACKET

ALL ROOF COMPONENTS SEE RT2 DETAIL FOR REFERENCE

DD 100% D.O.B. FILIN

3 4

PROJECT NAME

SEAL & BACKER ROD

CONCRETE BEAM SEE STRUC. DWGS.

FLASHING / DRIP EDGE

1 2

ARMORWALL SCREW SEALED W. ARMORSEAL SEALANT

8" RT2 SEE A-501

GALV. STEEL ANGLE SIDE-MOUNTED ONTO BEAM THROUGH ARMORWALL - PROVIDE FLASHING, SEALANT, LATHE, AND STUCCO COAT

LOT 11

REVISIONS

CONCEALED FASTENER RAIL & CLIP SYSTEM, PROVIDE BI-METALLIC SEPARATION AS REQ'D.

FURRING AS REQ'D.

2' - 2"

Detail - 7th Flr Terrace - E/W

NYC D.O.B. BSC

1 1/2" = 1'-0"

Terrace Details

THE GARDEN

th Avenue oor 0001 874 0567

EXISTING VS. PROPOSED EXTERIOR

Rendering by Roman Falcon at DXA studio, shown for clarity.

WORK SAMPLES

CLIENT PROJECT PROJECT NUMBER DATE

The Lenore Development Group LLC 151 Hawthorne Street 19.28 June 11, 2020

THE LENORE The Lenore is a five-story condo in Prospect Lefferts Gardens. The lot houses the client’s family home – the client’s siblings and cousins all grew up in the neighborhood. A nearby street bears the name of the client’s late mother, who purchased the lot decades ago and has been a contributor and leader in the community since. The project aims to pay tribute to the family and their legacy, drawing inspiration from the house. The facade is a scale shift that borrows from the neighborhood’s townhouses that have endured through many decades of change in Brooklyn. 2

167' - 4" 35' - 5 1/2"

13' - 4 1/2"

7' - 8"

19' - 10"

17' - 4"

24' - 0"

17' - 10"

32' - 0"

1 A-600

1 A-202

3' - 4" 2' - 0" HOLD

UNIT 1A (1BR)

SA STAIR

101 CORRIDOR

1A-1 LIVING/DINING/KITCHEN

SB STAIR

102 REFUSE CHUTE

1 GROUND FLOOR PLAN

5' - 11"

4' - 10"

A2 1C01

4' - 0" HOLD

10' - 2"

9 1/2"

0' - 4" 0' - 7 1/2" 13' - 1 1/2" 17' - 9 3/4"

2 A-200 C

4' - 10" T.O. PARAPET

3' - 0"

2' - 6"

A1 A2

50' - 0"

30' - 10"

10' - 0"

2' - 0" 3' - 4"

1C-1 LIVING/DINING/KITCHEN

3' - 0 1/4"

3' - 0"

2' - 6"

3' - 6"

2' - 0" 3' - 0"

10' - 0"

1B0C 4' - 8"

R B1

1B03 D2 C1 D2

1C-2 BEDROOM

17' - 7"

1B0A 1B01 2' - 10 1/2"

1B02

2' - 0"

2' - 10" 8' - 2"

16' - 3"

W/D

9' - 4"

110 PRIVATE PASSIVE REC. TERRACE

SEE A-201 FOR LOT LINE WINDOW COMPLIANCE CALCULATIONS

UNIT 1B (1BR) 1B-1 LIVING/DINING/KITCHEN

1B-2 BEDROOM

1 A-201

1/8" = 1'-0"

PLANS - GENERAL NOTES THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN

A1 4' - 6"

1B0B

2' - 10 1/2"

1B-3 BATHROOM

1A-3 BATHRM

3' - 0"

WS CT

1102

107 MECH.

1A-2 BEDROOM

PRIVATE TERRACE

17' - 4 1/4"

8' - 4"

ADA PUSH BUTTON - TYP.

12' - 2"

3' - 2 1/2"

PACKAGE B1

2' - 10"

6 1/2"

7' - 6 1/2"

A2 SB01

W/D

0' - 4"

6' - 9 1/4"

3' - 4"

5' - 9"

2' - 3 1/2"2' - 10"

1' - 0"

1107 8' - 4"

ELEVATOR

1C0A A1

4' - 11 1/2"

DN UP

PRIVATE TERRACE

0' - 5"

HOSE BIB

A4 A2 1A01

UNIT 1C (2BR) 1C-3 BATHROOM

1C0B

OPEN TO BELOW

1C02 F1

PAINTED STEEL RAILING 42" ABOVE PAVER HT.

D2 1C05 C2

D2 1C03 D2

4' - 10"

CORE

OVERFLOW DRAIN

5' - 0"

WOOD SAFETY SCREEN W/ STEEL POSTS

6' - 0 1/2"

3' - 6"

0' - 0" DN

A-203

OPEN TO ABOVE

4' - 0"

10' - 11 1/4"

STAIR GATE

8' - 0"

SIAMESE

1A0A

1A0C

13' - 0"

5' - 0"

W/D

5' - 6"

COURTYARD

0' - 5 3/4"

4' - 6 1/2"

1A02

5' - 0" T.O. PAVER

B1 B1

7' - 7 3/4"

1 A-204

1A03

B1 A1

A1 1C04

AREA DRAIN

1' - 11 3/4"

PACKAGE

4' - 7"

5' - 7"

1A0B

1' - 6"

MAIL H1 UP

8' - 4"

10' - 5 1/2"

1 A-200

STAIR GATE 7' - 4"

6' - 5 3/4"

3' - 11"

1 A-611

5' - 2"

SA01 D3

2' - 3"

4" CURB BELOW GUARDRAIL

3' - 1 1/4"

4' - 8"

1' - 2" T.O. PAVER

1 A-301

13' - 4"

0' - 2 1/2"

1 A-300

BENCH

1' - 2"

22' - 6 1/4"

11' - 7"

1C06

1:7 SLOPE

7' - 9"

SLOPE 1:20

18' - 9"

GRANITE BLOCK PAVER SURFACE

7' - 2"

0' - 0"

7' - 0"

WOOD SAFETY SCREEN W/ STEEL POSTS

3' - 6"

12' - 0"

1:12 SLOPE

TRENCH DRAIN GRANITE BLOCK PAVER SURFACE

FRONT YARD (PLANTED)

19' - 3 3/4"

2" SEISMIC GAP

40' - 0"

5' - 9"

B1 -1' - 10"

23' - 4"

PAINTED STEEL GUARDRAIL - 42" ABOVE FRONT YARD

104 LOBBY 103 LOUNGE

-1' - 0" T.O. PAVER

SLIDING GARAGE DOOR 1 A-302

NAVD88 ELEV. (AVERAGE): 61.29

OVERFLOW & AREA DRAINS BELOW PAVER

PARKING RAMP

106 VESTIBULE

10' - 0" 1:12 SLOPE

2' - 10"

12' - 0"

6' - 0" FLAT SURFACE

1:20 SLOPE DN. 0' - 0" T.O. PAVER

EX'G STREET TREE

1C-5 M. BATHROOM 1C-4 M. BEDROOM

4' - 6"

CURB CUT

EDGE OF SIDEWALK

1C-6 W.I. CLOSET

108 COMMON PASSIVE REC. TERRACE

2" SEISMIC GAP

19' - 0" 1:20 SLOPE

2' - 6"

14' - 0"

31' - 2 1/4"

109 PRIVATE PASSIVE REC. TERRACE 105 UPPER LOBBY

25' - 0"

8' - 2"

WOOD SAFETY SCREEN W/ STEEL POSTS

4" CURB AT EDGE OF PARKING RAMP

10' - 0"

PARKING RAMP GRANITE BLOCK PAVER SURFACE

REFER TO RCP, SHEETS A-120 TO A-126, FOR SMOKE AND CO2 DETECTOR LOCATIONS.

THE LENORE

PLANS - KEY NOTES

PLANS - LEGEND

CONC. WALL CMU WALL

DXA st

Architectu

P.L

894 6th Avenue, 5 New York, NY 100 212 874 0567 www.dxastudio.com

P.L 2

ALL DRAWINGS, SPECIFICATIONS, PLANS, ID ARRANGEMENTS, AND DESIGNS REPRESEN REFERRED TO ARE THE PROPERTY OF DXA THE PROJECT FOR WHICH THEY ARE PREPA OR NOT. THEY ARE CREATED, EVOLVED, DE PRODUCED SOLELY FOR USE ON AND IN CO THIS PROJECT AND MAY NOT BE DISCLOSED USED BY ANY PERSON, FIRM, OR CORPORA OR PURPOSE WHATSOEVER. EXCEPT UPON PERMISSION AND DIRECTION OF DXA STUD

167' - 6" 35' - 5 1/2"

13' - 4 1/2"

7' - 8"

19' - 10"

17' - 4"

24' - 0"

17' - 10"

31' - 4"

T.O. ELEV. BH 70' - 0"

OWNER CM&D, Inc. 200 Madison Avenue, Ste. 2230 New York, NY 10016 T 212.871.9787

T.O. BULKHEAD 65' - 0" PAINTED STEEL GUARDRAIL - 42" ABOVE T.O. PAVER COMMON TERRACE

4 A-400

T.O. PARAPET 59' - 6" T.O. PAVER 56' - 0"

PRIVATE TERRACE

2 A-400

3 A-400

TERRACE

PROJECT TEAM STRUCTURAL ENGINEERING Silman, Scott Hughes 32 Old Slip, 10th Fl., New York, NY 10005 T 212.620.7970

ROOF - T.O.S. 54' - 10"

1 A-400

SOLDIER COURSE BRICK ABOVE WINDOW HEADS - TYP.

FACE BRICK - TYP.

PLANTED WALL GREEN SCREEN MODULAR PANEL 4' W x 8' H PANEL SIZE

FACE BRICK - TYP.

SHORING OF EXCAVATION Ancora, Gregory Moormann 494 8th Avenue, PH, New York, NY 10001 T 212.461.1987

5TH FL. - T.O.F. 45' - 0"

MEP/FP ENGINEERING NY Engineers, Jahnavi Sajip 135 West 41st Street, 5th Fl., New York, NY T 212.575.5300 ENVELOPE CONSULTING Frank Seta Associates, John Rolka 35 West 35th Street, 8th Fl., New York, NY T 212.465.1600

4TH FL. - T.O.F. 35' - 0"

FACE BRICK - TYP. WOOD SCREEN (TALL) BEYOND PLANTER - SOIL TO BE 18" D, PROVIDE DRAINAGE MAT BELOW WOOD SCREEN

WOOD SAFETY SCREEN W/ STEEL POSTS

1' - 0"

GRANTE PAVER BLOCK SURFACE AT ENTRY SLOPE & LANDING

1' - 2"

ELEVATOR CONSULTANT Jenkins & Huntington, Graham Huntington 1251 6th Ave., Ste. 920, New York, NY 100 T 212.696.1818

PAINTED STEEL GUARDRAIL - 42" ABOVE T.O. PAVER

COURT

4' - 10"

23' - 2"

1ST FL. - T.O.F. 5' - 0" GD. FL. - T.O.F. 1' - 2" BASE PLANE 0' - 0"

3' - 3"

CONCRETE FOUNDATION WALL

PARKING

PARKING CONSULTANT Sam Schwartz, Robert Nadramia 322 8th Ave, 5th Fl., New York, NY 10001 T 929.438.0423

3' - 2"

3' - 6"

CURB W/ METAL FASCIA - TYP.

3 A-602

LIGHTING DESIGN RS Lighting Design, Randy Sabedra 252 Albany Avenue, 3R, Brooklyn, NY 1121 T 718.554.6218

2ND FL. - T.O.F. 15' - 0"

8' - 0" MAX.

METAL SOFFIT TO MATCH STOREFRONT FRAME FINISH

ACOUSTICAL CONSULTING LSTN, Ken Andria 76 Beaver Street, 2nd Fl., New York, NY 10 T 347.788.0810

3RD FL. - T.O.F. 25' - 0"

EXPEDITOR JM Zoning, Howard Ackerman 225 Broadway, 13th Fl. Ste. 1300, New Yor T 212.964.4464

REVISIONS NO.

PARK - T.O.S. -6' - 0" CELLAR -9' - 0" VESTIBULE MECH. RM.

LOBBY

BATHROOM

STORAGE

LAUNDRY

PET SPA

TERRACE

DESCRIPTION

1 2 3 4

DD 100% D.O.B. FILING SET CD 50% D.O.B. RESUBMISSION SET 1

CD 80%

BIKE STORAGE

DXADXA studs

Architecture Architec P

BUILDING SECTION - N/S - ENTRY

THIN BRICK THIN BRICK ASSEMBLY - TYP. - TYP. ASSEMBLY WOOD SCREEN WOOD SCREEN (TALL) (TALL)

CORRIDOR CORRIDOR - TYP. - TYP.

10' - 0"

9' - 0"

11' - 0" 3' - 0"

3' - 0"

9' - 0"

PLANTERPLANTER - SOIL - SOIL TO BE 18" TOD, BE 18" D, RAMP RAMP PROVIDEPROVIDE DRNG. DRNG.PARKINGPARKING MAT BELOW MAT BELOW

PARKINGPARKING

3' - 4"

3' - 4" 5' - 2" 3' - 0"

BENCH BENCH

10' - 0" 5' - 2"

1ST FL.1ST - T.O.F. FL. - T.O.F. 5' - 0" 5' - 0" GD. FL.GD. - T.O.F. FL. - T.O.F. 1' - 2" 1' - 2" BASE PLANE BASE PLANE 0' - 0" 0' - 0"

4 A-601

ELEVATION - COURT- -COURT SOUTH- SOUTH 2ELEVATION

7 A-503

6 A-503

5 A-503

2" SEIS. GAP

11' - 0"

3' - 6"

2" SEIS. GAP

3' - 6"

2" SEIS. GAP

FULL BRICK FULL BRICK ON COURT ON COURT ELEVATIONS ELEVATIONS THIN BRICK THIN BRICK ASSEMBLY ON ASSEMBLY ON OF BUILDING SIDE OF SIDE BUILDING

W10

TYP.

T.O. BULKHEAD T.O. BULKHEAD 65' - 0" 65' - 0" T.O. PARAPET T.O. PARAPET 59' - 6" 59' - 6" T.O. PAVER T.O. PAVER 56' - 0" 56' - 0" ROOF -ROOF T.O.S.- T.O.S. 54' - 10"54' - 10"

4TH FL.4TH - T.O.F. FL. - T.O.F. 35' - 0" 35' - 0"

24' - 0"

1 A-401

24' - 0"

1 A-401

3RD FL.3RD - T.O.F. FL. - T.O.F. 25' - 0" 25' - 0"

2ND FL.2ND - T.O.F. FL. - T.O.F. 15' - 0" 15' - 0"

WOOD SCREEN WOOD SCREEN

PAVER ACROSS 2" PAVER2"ACROSS ENTIRE COURTYARD ENTIRE COURTYARD WOOD SCREEN WOOD SCREEN ON ON FOUNDATION FOUNDATION WALL WALL RIGID INSULATION RIGID INSULATION ON ON CONCRETE CONCRETE FOUNDATION FOUNDATION WALL - TYP. WALL - TYP.

PARK - PARK T.O.S.- T.O.S. -6' - 0" -6' - 0" CELLARCELLAR -9' - 0" -9' - 0"

T.O. ELEV. T.O.BH ELEV. BH 70' - 0" 70' - 0"

5TH FL.5TH - T.O.F. FL. - T.O.F. 45' - 0" 45' - 0"

SOLDIERSOLDIER COURSECOURSE BRICKWINDOW ABOVE WINDOW BRICK ABOVE HEADS - HEADS TYP. - TYP.

PARKINGPARKING

WOOD SCREEN WOOD SCREEN RESI UNIT RESI - TYP. UNIT - TYP. CORRIDOR CORRIDOR - TYP. - TYP.

REFERRED REFERRED TO ARE THE TO ARE PROPERTY THE PROPERTY OF DXA STUDI OF DX THE PROJECT THE PROJECT FOR WHICH FORTHEY WHICH ARE THEY PREPARED ARE PREIS DRAWING NAME OR NOT.OR THEY NOT. ARE THEY CREATED, ARE CREATED, EVOLVED, EVOLVED, DEVELOP PRODUCED PRODUCED SOLELY FOR SOLELY USEFOR ON AND USE ON IN CONNEC AND IN THIS PROJECT THIS PROJECT AND MAYAND NOTMAY BE DISCLOSED NOT BE DISCLOS OR G USED BYUSED ANY PERSON, BY ANY PERSON, FIRM, ORFIRM, CORPORATION OR CORPOF OR PURPOSE OR PURPOSE WHATSOEVER. WHATSOEVER. EXCEPT UPON EXCEPT WRIT UP PERMISSION PERMISSION AND DIRECTION AND DIRECTION OF DXA STUDIO. OF DXA STU

BUILDING SECTION

ALUM. MECH. ALUM.- LEGEND MECH. ELEVATIONS AND SECTIONS

PAINTEDPAINTED STEEL STEEL GUARDRAIL 42" GUARDRAIL 42" ABOVE T.O. PAVER ABOVE T.O. PAVER

RESI UNIT RESI - TYP. UNIT - TYP. 7 A-503

SCREENSCREEN TO MATCH TO MATCH BULKHEAD BULKHEAD FINISH FINISH

PLANTERPLANTER - SOIL TO- SOIL BE TO BE 18" D, PROVIDE 18" D, PROVIDE DRAINAGE DRAINAGE MAT BELOW MAT BELOW

3' - 0"

4 A-601

2" SEIS. GAP

2ND FL.2ND - T.O.F. FL. - T.O.F. 15' - 0" 15' - 0"

5' - 0"

W13

5' - 0"

5' - 0" A.F.F.

2-HR RATED 2-HRCEILING RATED CEILING ASSEMBLY FOR MECH. ASSEMBLY FOR MECH. SHAFTS/PIPES SHAFTS/PIPES RIGID INSULATION RIGID INSULATION ON CONCRETE ON CONCRETE FOUNDATION FOUNDATION WALL - TYP. WALL - TYP.

W13

11' - 0"

5' - 0" A.F.F.

17' - 4 1/4" 17' - 4 1/4"

PLANTEDPLANTED WALL GREEN WALL GREEN SCREENSCREEN MODULAR MODULAR PANEL PANEL 4' W x 8'4' HW PANEL x 8' HSIZE PANEL SIZE

2" PAVER2"ACROSS PAVER ACROSS ENTIRE COURTYARD ENTIRE COURTYARD

THIN BRICK THINOVER BRICK OVER CONCRETE CONCRETE FDN. WALL FDN. WALL

894 6th Avenue, 894 6th 5thAvenu Floor New York, NY New 10001 York, NY 1 212 874 0567 212 874 0567 www.dxastudio.com www.dxastudio

151 HAWTHORNE ST ALL DRAWINGS, ALL DRAWINGS, SPECIFICATIONS, SPECIFICATIONS, PLANS, IDEAS, PLANS BROOKLYN, NY 1122 ARRANGEMENTS, ARRANGEMENTS, AND DESIGNS AND DESIGNS REPRESENTED REPRESO

11' - 0"

5' - 0" 7' - 9"

7' - 9"

1' - 3"

3RD FL.3RD - T.O.F. FL. - T.O.F. 25' - 0" 25' - 0"

50' - 0"

PAINTEDPAINTED STEEL STEEL GUARDRAIL GUARDRAIL 42" 42" ABOVE T.O. ABOVE PAVER T.O. PAVER

4TH FL.4TH - T.O.F. FL. - T.O.F. 35' - 0" 35' - 0" 57' - 3"

TYP.

12' - 9"

5' - 0"

TYP. TYP.

11' - 0"

2' - 3"

1' - 3" 3' - 6" 2' - 3"

12' - 9"

TYP.TYP.

10' - 0"

TYP. TYP.

3' W RIGIDAROUND INSUL. AROUND 3' W RIGID INSUL. BLDG. ENV.AND ABOVE AND BLDG. ENV. ABOVE BELOW COURT BELOW COURT

50' - 0"

17' - 9 3/4" 17' - 9 3/4"

BLACK METAL BLACK METAL PANEL &PANEL RIGID & RIGID INSUL. INSUL. ON STAIRON STAIR BULKHEAD BULKHEAD - TYP. - TYP.

T.O. PARAPET T.O. PARAPET 59' - 6" 59' - 6" T.O. PAVER T.O. PAVER 56' - 0" 56' - 0" ROOF -ROOF T.O.S.- T.O.S. 54' - 10"54' - 10"

10' - 0"

TYP.TYP.

T.O. BULKHEAD T.O. BULKHEAD 65' - 0" 65' - 0"

5TH FL.5TH - T.O.F. FL. - T.O.F. 45' - 0" 45' - 0"

57' - 3" 10' - 0"

3' - 6" 7' - 3"

TYP. TYP.

2' - 9"

TYP.

2' - 9"

7' - 3"

10' - 0" 7' - 3"

W8 W8

2' - 9"

W10 W8

2' - 9"

W12W10

7' - 3"

W12 W17

10' - 0" 7' - 3"

W17

7' - 3"

2' - 9"

3 A-401

11' - 0" 7' - 3"

2" SEIS. GAP

T.O. ELEV. T.O.BH ELEV. BH 70' - 0" 70' - 0"

2' - 9"

2" SEIS. GAP

10' - 0" 7' - 3"

2" SEIS.

CONCRETE CONCRETE SHEAR SHEAR WALL - TYP. WALL - TYP.

1 A-301

10' - 0"

A-401

PAINTEDPAINTED STEELSHALL STEEL GAP REMOVE GAP THE GENERAL CONTRACTOR ALL RUBBISH GUARDRAIL GUARDRAIL 42" 42" AND WASTE MATERIALS ON AT.O. DAILY BASIS. THE GENERAL ABOVE T.O. ABOVE PAVER PAVER CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR DEBRIS. 3 A-401

1 A-301

10' - 0"

2 2 SECTIONS - KEY NOTES ELEVATIONS AND A-401

13' - 1 1/2" 13' - 1 1/2"

THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL BLACK METAL BLACKAND METAL DIMENSIONS, ELEVATIONS, CONDITIONS AT THE SITE PANEL &PANEL RIGID & RIGID TO CONFIRM THE INSUL. WORK IS BUILDABLE WITH THE DESIGN ON INSUL. STAIR ON STAIR BULKHEAD BULKHEAD - TYP. - TYP. INTENT DESCRIBED BY THE DRAWINGS. 2" SEIS.

13' - 1 1/2" 13' - 1 1/2"

1 A-300

10' - 0"

1 A-300

50' - 0"

17' - 9 3/4" 17' - 9 3/4"

BULKHEAD BULKHEAD FINISH FINISH

1 A-302

10' - 0"

ALUM. MECH. ALUM. MECH.

ELEVATIONS AND SECTIONS - GENERAL SCREEN SCREEN TO MATCH TONOTES MATCH 1.

17' - 4 1/4" 17' - 4 1/4"

1 A-302

10' - 0"

1 A-302

10' - 0"

1 A-302

PL 50' - 0"

BLACK METAL BLACK METAL PANEL ON PANEL ELEV.ON ELEV. BULKHEAD BULKHEAD

1 A-300

SEAL+SIGNATURE OWNER OWNER

DATE PROJEC

CM&D, Inc. CM&D, Inc. DRAWIN 200 Madison 200 Madison Avenue, Avenue, Ste. 2230 Ste. 2230 New York, New NYYork, 10016 NY 10016 T 212.871.9787 T 212.871.9787

PROJECTPROJECT TEAM TEAM

A-3

STRUCTURAL STRUCTURAL ENGINEERING ENGINEERING Silman, Scott Silman, Hughes Scott Hughes PAGE N 32 Old Slip, 32 Old 10th Slip, Fl.,10th New Fl., York, New NYYork, 10005 NY 10005 c DXA s T 212.620.7970 T 212.620.7970

NYC D.O.B. BSCAN

SHORINGSHORING OF EXCAVATION OF EXCAVATION Ancora, Gregory Ancora, Moormann Gregory Moormann 494 8th 494 Avenue, 8th Avenue, PH, NewPH, York, New NYYork, 10001 NY 1000 T 212.461.1987 T 212.461.1987

MEP/FP MEP/FP ENGINEERING ENGINEERING NY Engineers, NY Engineers, Jahnavi Sajip Jahnavi Sajip 135 West 135 41st West Street, 41st5th Street, Fl., New 5th Fl., York, New NYYork, 1003 T 212.575.5300 T 212.575.5300

ENVELOPE ENVELOPE CONSULTING CONSULTING Frank Seta Frank Associates, Seta Associates, John Rolka John Rolka 35 West35 35th West Street, 35th8th Street, Fl., New 8th Fl., York, New NYYork, 10001 N T 212.465.1600 T 212.465.1600

ACOUSTICAL ACOUSTICAL CONSULTING CONSULTING LSTN, Ken LSTN, Andria Ken Andria 76 Beaver 76Street, Beaver2nd Street, Fl., New 2nd Fl., York, New NYYork, 10005 NY 1 T 347.788.0810 T 347.788.0810

LIGHTING LIGHTING DESIGN DESIGN RS Lighting RS Lighting Design, Randy Design,Sabedra Randy Sabedra 252 Albany 252Avenue, Albany Avenue, 3R, Brooklyn, 3R, Brooklyn, NY 11213 NY 11 T 718.554.6218 T 718.554.6218

ELEVATOR ELEVATOR CONSULTANT CONSULTANT Jenkins & Jenkins Huntington, & Huntington, Graham Graham Huntington Huntingto 1251 6th 1251 Ave.,6th Ste.Ave., 920,Ste. New 920, York, New NYYork, 10020 NY 1 T 212.696.1818 T 212.696.1818

PARKINGPARKING CONSULTANT CONSULTANT Sam Schwartz, Sam Schwartz, Robert Nadramia Robert Nadramia 322 8th 322 Ave, 8th 5th Ave, Fl., New 5th Fl., York, New NYYork, 10001 NY 10001 T 929.438.0423 T 929.438.0423

10' - 0"

1 A-300

10' - 0"

1 A-301

PROJECT NAME

48' - 0"

1 A-301

1/8" = 1'-0"

48' - 0"

1ST FL.1ST - T.O.F. FL. - T.O.F. 5' - 0" 5' - 0" GD. FL.GD. - T.O.F. FL. - T.O.F. 1' - 2" 1' - 2" BASE PLANE BASE PLANE 0' - 0" 0' - 0" PARK - PARK T.O.S.- T.O.S. -6' - 0" -6' - 0" CELLARCELLAR -9' - 0" -9' - 0"

EXPEDITOR EXPEDITOR JM Zoning, JM Howard Zoning, Ackerman Howard Ackerman 225 Broadway, 225 Broadway, 13th Fl. Ste. 13th1300, Fl. Ste.New 1300, York, New NYY T 212.964.4464 T 212.964.4464

REVISIONS REVISIONS NO.

NO.

DESCRIPTION DESCRIPTION

1 2 3 4

DD 1 100%DD 100% D.O.B. 2 FILING D.O.B.SET FILING SET CD 3 50% CD 50% D.O.B. 4 RESUBMISSION D.O.B. RESUBMISSION SET 1 SET 1

CD 5 80% CD 80%

5 A-503

1/8" = 1'-0" 1/8" = 1'-0"

ELEVATION - COURT- -COURT NORTH- NORTH 1ELEVATION

1/8" = 1'-0" 1/8" = 1'-0"

Courtyard Sections below, Building Section above

PROJECT PROJECT NAME NAME

151151 HAWTHORNE HAWTHORNE ST. S BROOKLYN, BROOKLYN, NY 11225 NY 112 DRAWING DRAWING NAME NAME

WORK SAMPLES

BUILDING BUILDING ELEVATION ELEVAT

SEAL+SIGNATURE SEAL+SIGNATUREDATE DATE PROJECT PROJE NO DRAWING DRAW N

Courtyard Detail above. Rendering by Roman Falcon at DXA studio, shown for clarity. dxastudio.com

894 6th Avenue 5th Floor NYC 10001 T 212 874 0567

THE LENORE

COURTYARD, DD 3D RENDERING CLIENT PROJECT PROJECT NUMBER DATE

The Lenore Development Group LLC 151 Hawthorne Street 19.28 June 11, 2020

19 94

770 BROADWAY - LOBBY ISSUED FOR CONSTRUCTION 04.26.19 |

WORK SAMPLES

TECH OFFICE LOBBY Tech Office Lobby is a gut renovation of the back-of-house space of an existing department store to house the new dedicated lobby of a tech company. The company currently leases half of the floors of the historic Wanamaker Building in Manhattan. The project rose from a desire of both the tenant and the building management to separate the entrances to the client-tenant’s office floors from the remainder of the building tenants.

Scope of Work Proposed

roposed roposed

io.com

Scope of Work Scope of Work

770 BROADWAY· BAY CONDITIO

TECH OFFICE LOBBY

SCALE PROJECT NUMBER DATE

Not To Scale 18.58 February 05, 2019

770 | 21 BROADW 770 BROADW

PAGE NO:

A-825

NYC D.O.B. BSCAN

1 A-913

4 A-913

I04

I03

A-825

102

I02

ALIGN CL TURNSTILE OPNG WITH CL DOOR

7 A-913

I01

3 1/2" TYP

15 5/8" vif

3617 W. EXPOSITION BLVD. LOS ANGELES, CA 90016 T: 310.656.3180 F: 310.656.3180 E:INFO@KEVINDALYARCHITECTS.COM

A-825 .00

5.11.18

XXXXX PROJECT N0:

PLOT:

DRAWING N0:

SEAL & SIGNATURE: MULLION

MULLION

EQ1 42 1/2"

4 1/2" TYP

KEVIN DALY ARCHITECTS

F.E.C.

SHEET:

MILLWORK DETAILS SECURITY DOORS

04.26.19

770 BROADWAY - LOBBY NEW YORK, NY 10003

PROJECT:

03.29.19

H MULLION

DOOR

MULLION

DOOR

MULLION

03.22.19

03.26.19

03.15.19

ISSUED FOR CONSTRUCTION

03.01.19

CONSTRUCTION DOCUMENTS 50%

02.15.19

BID SET ISSUE

DS-1 DEMOLITION FILING

DESIGN DEVELOPMENT 100%

ALT-2 INTERIOR FILING - LPC

DESIGN DEVELOPMENT 50%

DATE:

02.08.19

02.06.19

02.08.19

DESCRIPTION:

ALT-3 MARQUEE FILING

NOT FOR CONSTRUCTION / DESIGN ASSIST

ALT-2 EXTERIOR FILING

NO.

ISSUED FOR:

11 HANOVER SQUARE, 16TH FLOOR NEW YORK, NY 10005 T: 212.274.9468

HIGGINS QUASEBARTH & PARTNERS

RIZZO GROUP

1333 BROADWAY, SUITE 500 NEW YORK, NY 10018 T: 646.867.7954

36 WEST 25TH STREET, 11TH FLOOR NEW YORK, NY 10010 T: 212.279.9990

RENFRO DESIGN GROUP

ROBERT DERECTOR ASSOCIATES

46-01 5TH STREET LONG ISLAND CITY, NY 11101 T: 212.529.3905

LAUFS ENGINEERING DESIGN

GILSANZ MURRAY STEFICEK LLP

129 WEST 27TH STREET, 5TH FLOOR NEW YORK, NY 10001 T: 212.254.0030

CONSULTANTS:

894 6TH AVENUE, 5TH FLOOR NEW YORK, NY 10001 T: 212.874.0567

DXA STUDIO

115 EAST 23RD STREET, 3RD FLOOR NEW YORK, NY 10010

KDA/ NEW YORK

KEVIN DALY ARCHITECTS

3617 W. EXPOSITION BLVD. LOS ANGELES, CA 90016 T: 310.656.3180 F: 310.656.3180 E:INFO@KEVINDALYARCHITECTS.COM

NEW YORK, NY, 10003

770 BROADWAY LOBBY

19 WEST 44TH STREET, 12TH FLOOR NEW YORK, NY 10036 T: 212.764.7272

42 1/2" DOOR

EQ1

EQ1 42 1/2"

MULLION

42 3/8"

DOOR

EQ2

EQ2 42 3/8"

MULLION

EQ3

NEW YORK, NY, 10003

NOT IN SCOPE OF WORK

42 5/8"

770 BROADWAY LOBBY

EQ3

42 5/8"

24 7/8" VIF

KDA/ NEW YORK 115 EAST 23RD STREET, 3RD FLOOR NEW YORK, NY 10010

TURNSTILE

ROBERT DERECTOR ASSOCIATES 19 WEST 44TH STREET, 12TH FLOOR NEW YORK, NY 10036 T: 212.764.7272

T.O.F. 3RD FL. 24' - 0"

TURNSTILE

46-01 5TH STREET LONG ISLAND CITY, NY 11101 T: 212.529.3905

ENLARGED PLAN - DOORS 1/2" = 1'-0"

11 ALIGN MULLION CL.

ALIGN MULLION CL.

LAUFS ENGINEERING DESIGN

36" TYP

ALIGN MULLION CL.

CONSULTANTS:

DXA STUDIO 894 6TH AVENUE, 5TH FLOOR NEW YORK, NY 10001 T: 212.874.0567

GILSANZ MURRAY STEFICEK LLP 129 WEST 27TH STREET, 5TH FLOOR NEW YORK, NY 10001 T: 212.254.0030

RENFRO DESIGN GROUP

H.8

E01

V.I.F. 0' - 2"

± 7' - 7 1/4" V.I.F.

V.I.F.

± 16' - 8 5/8" V.I.F.

V.I.F. 0' - 2"

0' - 2"

8 A-811

± 7' - 7 1/4" V.I.F.

4 A-811

V.I.F.

± 16' - 9 1/8" V.I.F.

V.I.F. 0' - 2"

± 7' - 7 1/4" V.I.F.

0' - 2"

± 16' - 8 5/8" V.I.F.

V.I.F.

BID SET ISSUE

03.15.19

ALT-2 INTERIOR FILING - LPC

03.22.19

DS-1 DEMOLITION FILING

03.26.19

CONSTRUCTION DOCUMENTS 50%

03.29.19

ISSUED FOR CONSTRUCTION

04.26.19

ENLARGED STOREFRONT ELEVATION - PROPOSED 3/8" = 1'-0"

BAY 10

THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT DESCRIBED BY THE DRAWINGS.

THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAILY BASIS. THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR DEBRIS.

THE PROPOSED PLANS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH BY ALL APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCES, AS WELL AS OTHER GOVERNING AGENCIES INCLUDING ADEQUATE ACCESSIBILITY AND USAGE BY THE DISABLED.

T.O.F. ENTRY LEVEL 1' - 5 1/4"

NORTH - ENLARGED BUILDING ELEVATION

0' - 2"

GENERAL CONTRACTOR TO COORDINATE ITEMS FROM ALL TRADES. IF FURTHER COORDINATION IS NEEDED, RELEVANT TRADES TO BE NOTIFIED PRIOR TO WORK.

NEW LOUVER. FRAME AND BLADES TO MATCH FINISH/COLOR OF ALUMINUM STOREFRONT MULLIONS.

NEW SECURITY CAMERA MTD TO PILASTER.

NEW BRAKE METAL STOREFRONT BULKHEAD. TO MATCH FINISH/COLOR OF ALUMINUM STOREFRONT MULLIONS.

RESTORE EXISTING LIMESTONE PILASTER AS REQUIRED.

EXISTING GRANITE BASE TO REMAIN.

NEW CARD READER MOUNTED ON FACE OF MULLION.

NOT USED.

EXISTING LIMESTONE FLUTING TO BE REMOVED. PATCH AND REPAIR LIMESTONE SUBSTRATE AS REQUIRED.

NEW NON DIRECTIONAL STAINLESS STEEL MARQUEE. REFER TO A-800 SERIES DETAILS FOR MORE INFO.

EX'G GRANITE BASE BELOW FLUTING TO BE TRIMMED TO MATCH ADJ. GRANITE BASE. PATCH AND REPAIR AS REQ'D. PROVIDE NEW IF REQ'D.

RELOCATED SIAMESE CONNECTION. REFER TO DEMOLITION PLANS / ELEVATION FOR ORIGINAL LOCATION.

NEW HSS MARQUEE SUPPORT. SEE STRUCTURAL DRAWINGS FOR MORE INFO.

B.O. NEW MULLION TO ALIGN TO T.O. GRANITE SURROUND IN BAY 13.

NEW NON DIRECTIONAL STAINLESS STEEL, HSS, AND GLASS STOREFRONT SYSTEM. REFER TO A-800 SERIES DETAILS FOR MORE INFO.

NEW FDNY SIGNAGE AS REQUIRED

NEW SIDEWALK-MOUNTED BOLLARD POST WITH INTEGRATED ADA PUSH BUTTON AND INTERCOM - SEE DOOR HW GROUP HW-E01A ON A-911.

NEW REINFORCED ALUMINUM AND GLASS STOREFRONT SYSTEM. FINISH TO BE HARTFORD GREEN AL208. REFER TO A-800 SERIES DETAILS FOR MORE INFO.

TRIM LIMESTONE RETURN TO 2" AT STOREFRONT INFILL. TYP. NEW 2" RETURN TO MATCH TRIMMED RETURN WHERE REQUIRED.

2 3 4

5.11.18

XXXXX

(N) WD-1 DOORS AND FRAMING, SEE DOOR SCHEDULE FOR MORE INFORMATION

TEMPERED, LOW IRON GLASS

T.O.F. 1ST FL. 0' - 4"

A-311

INTERIOR ELEVATION - DOORS 1/2" = 1'-0"

NOT IN SCOPE

A-311 .00 PAGE NO:

FILED UNDER SEPARATE APPLICATION

CARD READER, SEE SECURITY DRAWINGS

13 OF 20

NYC D.O.B. BSCAN

H.8

INTERIOR ELEVATION - DOORS 1/2" = 1'-0"

CARD READER, SEE SECURITY DRAWINGS

1 A-401

IF GENERAL CONTRACTOR DISCOVERS DISCREPENCIES, OMISSIONS, OR HIDDEN CONDITIONS DIFFERING FROM THE INFORMATION ABOVE, THE ARCHITECT SHALL BE NOTIFIED PRIOR TO COMMENCMENT OF WORK.

PLOT: PROJECT N0: DRAWING N0:

ELEVATIONS - LEGEND NEW REVOLVING DOOR. REFER TO DOOR SCHEDULE FOR MORE INFO.

Sim

10' - 4"

BAY 12

THE GENERAL CONTRACTOR SHALL FIELD VERIFY EXISTING WALL DEPTHS AND CONFIRM DIMENSIONS WITH CONSTRUCTION PLANS.

2 A-913

T.O.F. 1ST FL. 0' - 4"

2 1

(N) LIGHT FIXTURES, SEE RCP

9' - 0"

BAY 11

ELEVATIONS - KEY NOTES

(N) GYP BD CEILING ASSY

PROJECT:

SEAL & SIGNATURE:

ELEVATIONS - GENERAL NOTES

(E) STRUCTURE ABOVE

SHEET:

4 A-806 1 A-811

03.01.19

770 BROADWAY - LOBBY NEW YORK, NY 10003

8 A-812

V.I.F.

1 A-812

02.08.19 02.15.19

DESIGN DEVELOPMENT 100%

9' - 0"

6 A-812

4 A-812

14 12 A-811

E03 11 A-811

± 9' - 6" V.I.F.

7 A-811

11' - 10"

3' - 11" O.C.

E02

ALIGN MULLION CL.

MIN. TYP.

ALIGN MULLION CL.

MIN. TYP.

2' - 8" CLR OPENING

± 2' - 4" V.I.F.

2' - 8" CLR OPENING

10' - 4"

02.06.19 02.08.19

ALT-3 MARQUEE FILING DESIGN DEVELOPMENT 50%

(N) WD-1 DOORS AND FRAMING, SEE DOOR SCHEDULE FOR MORE INFORMATION

RXA

NOT FOR CONSTRUCTION / DESIGN ASSIST ALT-2 EXTERIOR FILING

(N) GYP WALL UP TO SLAB

TEMPERED, LOW IRON GLASS

RXA

T.O.F. 2ND FL. 12' - 2"

Sim

RXA

5 A-811

3 A-913

2 A-913

9 A-811

DATE:

(N) LIGHT FIXTURES, SEE RCP

2 A-812

ALIGN

4A-809 ---

DESCRIPTION:

T.O.F. 1ST FL. 0' - 4"

ISSUED FOR:

(N) GYP BD CEILING ASSY

3 A-811

T.O.F. 2ND FL. 12' - 2"

11 HANOVER SQUARE, 16TH FLOOR NEW YORK, NY 10005 T: 212.274.9468

7 A-812

NO.

ALIGN

2 A-811

ALIGN MULLION CL.

HIGGINS QUASEBARTH & PARTNERS

LO6

(E) STRUCTURE ABOVE

L04

L05

2 19

5 A-812

12 A-811

(N) GYP WALL UP TO SLAB

10 A-811

3 A-913

1333 BROADWAY, SUITE 500 NEW YORK, NY 10018 T: 646.867.7954

3 A-812

Sim

L03

T.O.F. 2ND FL. 12' - 2"

L02

1 A-401

RIZZO GROUP

15 L01

6 A-811

11' - 10"

ALIGN MULLION CL.

36 WEST 25TH STREET, 11TH FLOOR NEW YORK, NY 10010 T: 212.279.9990

Lobby Elevation (above, left), Interiors (below), Security Door Details (above, right)

WORK SAMPLES

EXTERIOR

770 BROADWA LOBBY

EXTERIOR

LINE OF N.D. SST SILL BELOW

770 BROADWAY LOBBY

(N) 3/4" X 3 1/2" N.D. SST FLAT

NEW YORK, NY, 10003

(N) 3/8" STRUCTURAL SILICONE. SEE STRUC. DRAWINGS

RUBBER BLOCK

NEW YORK, NY, 10003 (N) 3/8" STRUCTURAL SILICONE. SEE STRUC. DRAWINGS (N) WEATHER SEAL

ALIGN

(N) 3/4" X 3 1/2" B.B. SST FLAT CABLE RUN (N) 1" X 2 1/2" B.B. SST TUBE (N) GLASS SWING DOOR

(N) WEATHER SEAL (N) 1/2" COMPRESSION BLOCK

1' - 8"

INTERIOR

(N) REVOLVING DOOR FRAME

(N) HSS 14X6 SUPPORT BEAM (N) FLOOR GRILLE

KEVIN DALY ARCHITECTS

(N) SEALANT & BACKER ROD

02.08.19

PROJECT: MULLION

EQ3

42 5/8"

SHEET:

(N) 3/8" STRUCTURAL SEALANT.A-913 SEE STRUC. DRAWINGS

(E) LIMESTONE RETURN TO BE TRIMMED AND REPAIRED AS REQ'D.

EQ3

42 5/8" 24 7/8" VIF

F.E.C.

(N) SEALANT & BACKER ROD (N) N.D. SST TUBE & CLADDING

A-825 .00

GLASS TOP OF REVOLVING DOOR

BAY 11 SECTION DTL - REVOLVING DOOR 3" = 1'-0"

INTERIOR BARRIERPAGE AS REQ'D. (N) 3/4" X 3 1/2" N.D. SST FLAT EXTERIOR NO: (N) RAIN WATER COLLECTOR. NYC D.O.B. BSCAN (N) N.D. SST 1" X 2 1/2" TUBE SEE MEP DWGS. (N) MASONRY(N) STRUCTURAL SILICONE. SEE HEADER BAY 11 - PLAN DTL (E) MASONRYSTRUCTURAL TO REMAIN DRAWING 10

3" = 1'-0"

INTERIOR

(E) GRANITE BASE BYND TO REMAIN (N) WEATHER SEAL (N) N.D. SST REVOLVING DR. FRAME & DOOR, SEE DR. SCHED. FOR SPEC. (N) 3/4" X 3 1/2" N.D. SST FLAT (N) SST DECORATIVE CAP PLATE EXPANSION JOINT AT (E) SIDEWALK (E) SIDEWALK TO REMAIN. PATCH & REPAIR AS REQ'D (N) WATERPROOFING TO OVERLAP EXISTING (E) CONTINUE WATERPRF'G BENEATH SIDEWALK SLAB. GC TO CONFIRM EXTENT (N) N.D. SST FLOOR GRILLE BELOW REV. DOOR

0' - 0 3/4"

LIMESTONE RETURN BACKER ROD(E) AND TO BE TRIMMED AND SEALANT - TYP. REPAIRED (N) BLOCKING W/ AIR AS REQ'D.

0' - 2"

(N) 3/4" N.D. SST REV. DR. CAP

0' - 0 3/4" 0' - 1"

TYP MULLION

BAY 11 - PLAN DTL - EXISTING STONE PILASTER (N) CLEAR GLAZING. F.O. 3" = 1'-0" GLASS DOOR TO MATCH ADJ (N) RUBBER BLOCK BACKER ROD AND SEALANT - TYP. (N) BLOCKING W/ AIR BARRIER AS REQ'D. INTERIOR

(N) 3/8" STRUCTURAL SEALANT. SEE STRUC. DRAWINGS (N) N.D. SST LIGHT SHELF EXTERIOR (N) LIGHT FIXTURE. SEE LIGHT FIXTURE SCHEDULE

(N) RAIN WATER COLLECTOR. INT SEE MEP DWGS. (N) MASONRY (E) MASONRY TO REMAIN

(N) 3/4" X 3 1/2" N.D. SST FLAT (N) FLASHING & DRIP EDGE (N) SEALANT & BACKER ROD BAY (N) BALANCE DOOR OPERATOR, 12 CLOSER, HEADER AS PER MFR. 3" =

INTERIOR

11 - PLANEXTERIOR DTL - EXISTING STONE PILASTER 1'-0"

(N) 3/8" STRUCTURAL SILICONE. SEE STRUC. DRAWINGS (N) CLEAR GLAZING. F.O. GLASS TO MATCH ADJ BAY 10 AND 12 F.O. GLASS

(N) N.D. SST TUBE & CLADDING (N) CLEAR GLAZING. F.O. GLASS TO ADJDR. BAY 10 AND 12 F.O. GLASS (N) 3/4" N.D.MATCH SST REV. CAP

EXTERIOR

EXPANSION JOINT AT INTERIOR(E) SIDEWALK (E) SIDEWALK TO REMAIN. PATCH & REPAIR AS REQ'D

ALIGN INTERIOR

(E) GRANITE BASE EXPANSION JOINT BYND TO REMAIN AT (E) SIDEWALK

(E) GRANITE BASE BYND TO REMAIN (E) CONTINUE WATERPRF'G LINE OF N.D. SST VERT. MULLION BYND BENEATH SIDEWALK SLAB. GC TO CONFIRM EXTENT (N) WEATHER SEAL

SEE MEP DWGS

(N) N.D. SST REVOLVING DR. FRAME (N) & N.D. SST SEE FLOOR DOOR, DR.GRILLE SCHED. FOR SPEC. BELOW REV. DOOR (N) 3/4" X 3 1/2" N.D. SST FLAT (N) SST DECORATIVE CAP PLATE

BAY 11 SECTION DTL - REVOLVING DOOR SILL EXTERIOR 8 EXPANSION JOINT AT 3" = 1'-0"

INTERIOR

EXTERIOR

INT

Lobby Storefront Details â&#x20AC;&#x201C; Bay 11, Entry

EXTERIOR

EXPANSION JOINT AT (E) SIDEWALK

(N) WATERPROOFING TO OVERLAP EXISTING

BAY 11 SECTION DTL - REVOLVING DOOR SILL 3" = 1'-0"

BAY 11 - SECTION DTL - CANOPY BEAM 3" = 1'-0"

PLOT: DE

SEAL & SIGNATURE:

BID PROJECT

AL DRAWING

(N) EXP. JOINT AT ST-1 EDGE

A-8

(N) ST-1 FLOOR FINISH

ISS

(N) THINSET (E) SPANDREL BEAM TO BE INTERIOR CHOPPED. SEE STRUC. DWGS

EXTERIOR

(N) N.D. SST LIGHT SHELF (N) N.D. SST FRAMED (N) 3/4" XGLASS 3 1/2" N.D. SST FLAT DOOR. SEE DOOR SCHEDULE

SEE A-806 FOR (N) FLR. DTL. BEYOND CHOPPED BEAM ENCLOSURE

PROJECT:

NYC D.O.B. BSCAN

PAGE NO: 770 BR NEW Y SHEET:

BAY STOR

(N) FLASHING & DRIP EDGE

BAY 11 SECTION DTL - SWING DOOR HEADER 1'-0"

2 ROD (N) SEALANT & BACKER 3" =

(N) BALANCE DOOR OPERATOR AND HEADER AS PER MFR.

BAY(N)11 SECTION DTL - SWING DOOR SILL SEALANT & BACKER ROD 3" = 1'-0"

(N) SECONDARY TOPPING SLAB AT ENTRY TO MATCH INT. FINISH THICKNESS (N) SST DECORATIVE CAP PLATE - INT. EDGE TO ALIGN WITH EDGE OF 2" LIP ON WALL

BAY 11 SECTION DTL - SWING DOOR HEADER 3" = 1'-0"

EXTERIOR

(N) TOPPING SLAB (N) ST-1 FLOOR FINISH (N) THINSET (E) SPANDREL BEAM TO BE CHOPPED. SEE STRUC. DWGS EDGE OF 2" LIP SEE A-806 FOR (N) FLR. DTL. BEYOND(N) CHOPPED ALUM. THRESHOLD BEAM ENCLOSURE (N) SECONDARY TOPPING SLAB AT ENTRY TO MATCH INT. FINISH THICKNESS

INTERIOR

(N) EXP. JOINT AT ST-1 EDGE

11 SECTION DTL - SWING DOOR SILL 1'-0"

(N) TOPPING SLAB (N) ST-1 FLOOR FINISH (N) THINSET (E) SPANDREL BEAM TO BE CHOPPED. SEE STRUC. DWGS SEE A-806 FOR (N) FLR. DTL. BEYOND CHOPPED BEAM ENCLOSURE

(N) WATERPROOFING TO OVERLAP EXISTING (E) CONTINUE WATERPRF'G BENEATH SIDEWALK SLAB. GC TO CONFIRM EXTENT

BAY 11 SECTION DTL - TYP SILL 3" = 1'-0"

TECH OFFICE LOBBY

NYC D.O.B

(N) SST DECORATIVE CAP PLATE - INT. EDGE TO ALIGN WITH EDGE OF 2" LIP ON WALL

EXPANSION JOINT AT (E) SIDEWALK

(N) WATERPROOFING TO OVERLAP EXISTING

SEAL & S

(N) EXP. JOINT AT ST-1 EDGE

EXPANSION JOINT AT (E) SIDEWALK

INTERIOR

(N) ALUM. THRESHOLD

INTERIOR

(N) SST DECORATIVE CAP PLATE (N) EXP. JOINT AT ST-1 EDGE

(N) SST DECORATIVE CAP PLATE BAY 1 (N) EXP. JOINT AT ST-1 EDGE3" =

EDGE OF 2" LIP

INTERIOR

EXTERIOR

(E) SIDEWALK TO REMAIN. PATCH & REPAIR AS REQ'D

(N) SECONDARY TOPPING SLAB AT ENTRY TO MATCH INT. FINISH THICKNESS

(N) TOPPING SLAB

(N) N.D. SST TUBE & CLADDING (N) 3/8" STRUCTURAL SEALANT. SEE STRUC. DRAWINGS (N) SEALANT & BACKER ROD (N) LIGHT FIXTURE. SEE LIGHT FIXTURE SCHEDULE

(E) CONTINUE WATERPRF'G BENEATH SIDEWALK SLAB. GC TO CONFIRM EXTENT

(N) N.D. SST FLOOR GRILLE BELOW REV. DOOR

INTERIOR

(N) BALANCE DOOR OPERATOR AND HEADER AS PER MFR.

(E) SIDEWALK TO REMAIN. PATCH & REPAIR AS REQ'D

SEE MEP DWGS

NO DE

(N) ALUM. THRESHOLD

(N) SST DECORATIVE CAP PLATE - INT. EDGE TO ALIGN WITH EDGE OF 2" LIP ON WALL

N.D. SST FLAT

(E) CONTINUE WATERPRF'G BENEATH SIDEWALK SLAB. GC TO CONFIRM EXTENT

EXTERIOR

(E) SIDEWALK TO REMAIN. (E) GRANITE BASE PATCH & REPAIR AS REQ'D BYND TO REMAIN (N) WATERPROOFING LINE OF N.D. SST TO OVERLAP EXISTING VERTICAL MULLION BYND (E) CONTINUE WATERPRF'G BENEATH SIDEWALK SLAB. (N) N.D. SST FRAMED DOOR. GC TO CONFIRMSEE EXTENT DOOR SCHEDULE

BAY 11 SECTION DTL - TYP SILL (N) 3/4" X44 1/4" 3" = 1'-0"

(E) SIDEWALK

NO.

(E) GRANITE BASE BYND(N) TO N.D. REMAIN SST FRAMED GLASS DOOR. SEE DOOR SCHEDULE LINE OF N.D. SST VERTICAL MULLION BYND

INTERIOR

(N) WEATHER SEAL

(E) SIDEWALK TO REMAIN. PATCH & REPAIR AS REQ'D

ISSUED F

EDGE OF 2" LIP

(N) N.D. SST FRAMED DOOR. SEE DOOR SCHEDULE

BAY 11 SECTION DTL - TYP HORIZ MULLION 3" = 1'-0"

LINE OF N.D. SST (E) SIDEWALK TO REMAIN. VERTICAL MULLION BYND PATCH & REPAIR AS REQ'D (N) CLEAR GLAZING. F.O. (N) WATERPROOFING GLASS TO MATCH ADJ BAY TO OVERLAP EXISTING 10 AND 12 F.O. GLASS (E) CONTINUE WATERPRF'G (N) N.D. SST SHOE BENEATH SIDEWALK SLAB. 3/8" STRUCTURAL GC TO CONFIRM (N) EXTENT SILICONE. SEE STRUC. DRAWINGS

(N) WATERPROOFING TO OVERLAP EXISTING

11 HANOV NEW YOR T: 212.274

BAY 11 EXTERIO STOREFRONT D

11 SECTION DTL - SWING DOOR HEADER

EXTERIOR EXTERIOR

(N) 3/4" X 4 1/4" N.D. SST FLAT

BAY 11 SECTION DTL - REVOLVING DOOR HEADER 3" = 1'-0"

HIGGIN

SHEET:

(N) SEALANT & BACKER ROD

(N) WEATHER SEAL

INT

RIZZO

770 BROADWAY LO 1333-BRO NEW YOR NEW YORK, NYT: 646.867 100

BAY 11 - SECTION DTL - CANOPY BEAM 3" = 1'-0"

(N) N.D. SST TUBE & CLADDING

BAY 11 SECTION DTL - TYP SILL (N) SEALANT 3" 1'-0" (E) = GRANITE BASE

PROJECT:

(N) FLASHING & DRIP EDGE

(E) CONTINUE WATERPRF'G BENEATH SIDEWALK SLAB. GC TO CONFIRM EXTENT

SECTION DTL - TYP HORIZ MULLION 3" = 1'-0"

(N) N.D. SST SHOE

EXTERIOR

(N) SST DECORATIVE CAP PLATE (N) EXP. JOINT AT ST-1 EDGE

(N) BALANCE DOOR OPERATOR, CLOSER, & HEADER AS PER MFR.

(N) 3/8" STRUCTURAL SILICONE. SEE STRUC. DRAWINGS

RENFR ISSUED FOR CONSTRUCTION 36 WEST NEW YOR T: 212.279

INTERIOR

GLASS MATCH ADJ BAY (N) N.D. SSTTOLIGHT SHELF 10 AND 12 F.O. GLASS (N) 3/4" X 3 1/2" N.D. SST FLAT

(N) N.D. SST TUBE & CLADDING

(N) 3/4" X 3 1/2" N.D. SST (N)FLAT 3/4" N.D. SST REV. DR. CAP

ROBER ALT-2 INTERIOR FILING - LPC 19 WEST DS-1 DEMOLITION FILING NEW YOR T: 212.764 CONSTRUCTION DOCUMENTS 5

(N) WATERPROOFING TO OVERLAP EXISTING

BYND REMAIN (N)TOCLEAR GLAZING. F.O. LINEGLASS OF N.D. TOSST MATCH ADJ BAY VERTICAL MULLION 10 ANDBYND 12 F.O. GLASS (N) CLEAR GLAZING. F.O. GLASS TO MATCH ADJ BAY 10 AND 12 F.O. GLASS

(N) SST DECORATIVE CAPGLASS PLATETOP OF REVOLVING DOOR

(E) SIDEWALK TO REMAIN. 9 PATCH & REPAIR AS REQ'D

BAY 11 - SECTION DTL - TYP HEADER 3" = 1'-0"

BAY (N) SEALANT & BACKER ROD 11

(N) 3/4" X 3 1/2" N.D. SST FLAT (N) FLASHING & DRIP EDGE

EXPANSION JOINT AT (E) SIDEWALK

(N) N.D. SST FRAMED DOOR. SEE DOOR SCHEDULE

(N) FLASHING & DRIP EDGE

INTERIOR

LIGHT FIXTURE SCHEDULE

(N) SEALANT & BACKER ROD (E) GRANITE BASE BYND TO REMAIN (N)BYND BALANCE DOOR OPERATOR, LINE OF N.D. SST VERT. MULLION CLOSER, HEADER AS PER MFR. (N) WEATHER SEAL (N) SEALANT & BACKER ROD (N) N.D. SST REVOLVING DR. FRAME N.D. SST TUBE & CLADDING & DOOR, SEE DR. SCHED. FOR(N) SPEC.

(E) GRANITE BASE INTERIOR BYND TO REMAIN

EXTERIOR

894 6TH A DESCRIPTION: NEW YOR T: 212.87 NOT FOR CONSTRUCTION / GILSAN DESIGN ASSIST 129 WEST ALT-2 EXTERIOR FILING NEW YOR T: 212.254 ALT-3 MARQUEE FILING

LAUFS DESIGN DEVELOPMENT 50% 46-01 5TH DESIGN DEVELOPMENT 100% LONG ISLA T: 212.529 BID SET ISSUE

(N) 3/4" 1/2" N.D. SST FLAT 3" =X 31'-0" (N) 3/8" STRUCTURAL SEALANT. (N) 3/8" STRUCTURAL SEALANT. SEE STRUC. DRAWINGS SEELINE STRUC. DRAWINGS OF N.D. SST VERTICAL (N) LIGHT FIXTURE. MULLION BYNDSEE LIGHT SCHEDULE (N)FIXTURE CLEAR GLAZING. F.O.

(N) 3/4" X 3 1/2" N.D. SST FLAT

(E) CONTINUE WATERPRF'G BENEATH SIDEWALK SLAB. GC TO CONFIRM EXTENT

GLASS TOP OF DOOR SEALANT. (N)REVOLVING 3/8" STRUCTURAL SEE STRUC. DRAWINGS

(N) WEEP BAY

LINE OF N.D. SST VERTICAL MULLION BYND

(N) SEALANT (N) N.D. SST CLADDING (N) INTERNAL GUTTER

(N) N.D. SST LIGHT SHELF

(N) WATERPROOFING TO OVERLAP EXISTING

INTERIOR

(N) SEALANT & BACKER ROD

BAY 11 -HORIZ SECTION DTL - TYP HEADER X 3 1/2" N.D. SST- FLAT BAY(N) 113/4" SECTION TYP MULLION 6DTL 3" = 1'-0" 3" =(N) 1'-0" SEALANT & BACKER ROD

(N) 3" X 1 1/2" X 1/4" RECT. TUBE (N) 3/4" X 3 1/2" (N) 3/8" STRUCTURAL SEALANT. N.D. SST FLAT SEE STRUC. DRAWINGS (N) N.D. SST 1" X 2 1/2" TUBE (N) 3/8" STRUCTURAL (N) CLEARSEALANT. GLAZING. F.O. (E) GRANITE GLASS TO MATCH ADJ BAY CABLEBASE RUN SEE STRUC. DRAWINGS BYND TO REMAIN 10 ANDSEE 12 F.O. GLASS (N) LIGHT FIXTURE. RUBBER BLOCK LINE OF N.D. SST LIGHT FIXTURE SCHEDULE VERTICAL MULLION BYND (N) N.D. SST LIGHT SHELF

PATCH & REPAIR AS REQ'D

SEE MEP DWGS

INTERIOR (N) N.D. SST FRAMED GLASS DOOR. SEE DOOR SCHEDULE

1" TYP.

(N) 3/4" X 4 1/4" (N) SEALANT N.D. SST FLAT (N) 3/8" STRUCTURAL SEALANT. MULLION (N) CLEAR GLAZING. F.O. SEE STRUC. DRAWINGS EXTERIOR EXPANSION JOINT GLASS TO MATCH ADJ BAY AT (E) SIDEWALK 10 AND 12 F.O. (N) GLASS LIGHT FIXTURE. SEE LIGHT FIXTURE SCHEDULE (E) SIDEWALK TO REMAIN.

(N) SEALANT & BACKER ROD

(N) -N.D. SST LIGHT SHELF BAY 11 SECTION DTL REVOLVING BAY 11 SECTIONDOOR DTL - SILL REVOLVING DOOR HEADER 9 (N) LIGHT FIXTURE. SEE 3" = 1'-0" 3" = 1'-0"

EXTERIOR

(N) WEATHER SEAL

BAY 11 - PLAN DTL - TYP 3" = 1'-0"

EXTERIOR

3/8" STRUCTURAL SEALANT. (N) BALANCE DOOR(N) OPERATOR SEE STRUC. DRAWINGS AND HEADER AS PER MFR. (N) MARQUEE TO BE FILED LINE OF N.D. UNDER SST VERTICAL SEPARATE (N) N.D. SST TUBE & CLADDING MULLION BYND APPLICATION (N) SEALANT & BACKER ROD GLAZING. F.O. (N) CLEAR GLASS TO MATCH ADJ BAY EXTERIOR 10 AND 12 F.O. GLASS

INTERIOR

STRUC. DRAWINGS (N) N.D. SST TUBE & CLADDING

INTERIOR

NO.

(N) N.D. SST CLADDING

1" TYP.

DXA S

ISSUED FOR:

(N) SEALANT & BACKER ROD BAY 11 - PLAN DTL - REVOLVING DOOR JAMB (N) SEALANT (N) FLASHING & DRIP 3" = 1'-0" (N)EDGE WEEP

(N) FLASHING & DRIP EDGE

(N) CLEAR GLAZING. F.O.STRUCTURAL (N) 3/4" X 3 1/2" N.D. SST FLAT (N) 3/8" GLASS TO MATCHSILICONE. ADJ BAY SEE STRUC. (N) FLASHING & DRIP EDGE 10 AND 12 F.O. GLASS DRAWINGS (N) SEALANT & BACKER ROD (N) N.D. SST SHOE GLAZING. F.O. (N) CLEAR GLASS TO MATCH ADJ BAY (N) 3/8" STRUCTURAL (N) BALANCE DOOR OPERATOR, 10 AND 12 F.O. GLASS SILICONE. SEE CLOSER, & HEADER AS PER MFR.

BAY 10 AND 12 F.O. GLASS

(N) CLEAR GLAZING. F.O. GLASS TO MATCH ADJ BAY 10 AND 12 F.O. GLASS

(N) MARQUEE TO BE FILED UNDER SEPARATE (N) 3/8" STRUCTURAL SEALANT. APPLICATION SEE STRUC. DRAWINGS (N) HSS 14X6 SUPPORT BEAM (N) LIGHT FIXTURE. SEE (N) SEALANT LIGHT FIXTURE SCHEDULE

(N) SEALANT & BACKER RODX 3 1/2" N.D. SST FLAT (N) 3/4"

(N) 3/8" STRUCTURAL SEALANT. (N)N.D. N.D.SST SSTFLAT TUBE & CLADDING SEE STRUC. DRAWINGS (N) N.D. SST 1" X 2 1/2" TUBE (N) CLEAR GLAZING. F.O. (N) SEALANT GLASS TO MATCH ADJ BAY CABLE RUN 10 AND 12 F.O. GLASS BLOCK F.O. (N)RUBBER CLEAR GLAZING. (E) LIMESTONE TO REMAIN, EXTERIOR GLASS TO MATCH ADJ BAY PROTECT AS REQUIRED 10 AND 12 F.O. GLASS

(E) LIMESTONE TO REMAIN AND BE REPAIRED AS REQ'D. PLOT: 5.11.18 (E) WATERPRF'G TO REMAIN, (N) CLEAR GLAZING. F.O. PROJECT N0: XXXXX CONFIRM GLASS DOORGC TOTO MATCH ADJ EXTENT DRAWING N0: A-825 BAY 10 AND 12 F.O. GLASS (N) WATERPROOFING TO OVERLAP EXISTING (N) RUBBER BLOCK

EXTERIOR

11 HANOVER SQUARE, 16TH FLOOR NEW YORK, NY 10005 T: 212.274.9468 CONSULT

(N) SEALANT & BACKER ROD (N) BALANCE DOOR OPERATOR, (N) 3" X 1 1/2" X 1/4" RECT. TUBE CLOSER, & XHEADER (N) 3/4" 3 1/2" AS PER MFR.

0' - 1"

EXTERIOR

KDA/

1' - 8"

(N) 3/8" STRUCTURAL SEALANT. (N) N.D. SST LIGHT (N) SHELF SEALANT SEE STRUC. DRAWINGS (N) 3/4" X 3 1/2" N.D. (N) SST N.D.FLAT SST CLADDING (N) 3" X 1 1/2" X 1/4" RECT. TUBE (N) INTERNAL GUTTER (N) SEALANT & BACKER ROD

(N) SEALANT & BACKER ROD(N) 3/4" X 3 1/2" N.D. SST FLAT

SEAL & SIGNATURE:

MULLION

(N) SEALANT & BACKER ROD (N) BALANCE DOOR OPERATOR, CLOSER, HEADER AS PER MFR.

LINE OF N.D. SST VERT. MULLION BYND

(N) 3/4" X 3 1/2" N.D. SST FLAT (N) FLASHING & DRIP EDGE (N) FLASHING & DRIP EDGE

BAY 11 - PLAN DTL - DOOR JAMB 3" = 1'-0" 0' - 0 3/4" 0' - 0 3/4"

(N) STRUCTURAL SILICONE. SEE LINE OF (N) MARQUEE BLW. STRUCTURAL DRAWING (N) SECURITY CAMERA BLW

(N) 3/4" X 3 1/2" N.D. SST FLAT (N) FLASHING & DRIP EDGE

OVERLAP EXISTING

INTERIOR (N) N.D. SST 1" X 2 1/2" TUBE

(N) LIGHT FIXTURE. SEE LIGHT FIXTURE SCHEDULE

ENLARGED PLAN - DOORS 1/2" = 1'-0"

INTERIOR

SECTION DTL - CANOPY BEAM

(N) SEALANT

INTERIOR

(N) N.D. SST LIGHT SHELF

EXTERIOR

MULLION

(N) N.D. SST LIGHT SHELF

DTL - TYP MULLION

3" = 1'-0" (N) N.D. SST CLADDING

11 - PLAN DTL - REVOLVING DOOR JAMB 3" = 1'-0"

DOOR FRAME BAY 11 - SECTION DTL - TYP HEADER 6 3" = 1'-0"

(N) FLOOR GRILLE (N) 3/8" STRUCTURAL SEALANT. SEE STRUC. DRAWINGS (E) LIMESTONE TO REMAIN, PROTECT AS REQUIRED (N) LIGHT FIXTURE. SEE LIGHT FIXTURE SCHEDULE

AND BE REPAIRED AS REQ'D. (E) WATERPRF'G TO REMAIN,

MILLWORK DETAILS SECURITY DOORS (N) 3/4" X 3 1/2" N.D. SST FLAT

(N) CLEAR GLAZING. F.O. GLASS TO 0' - 2" MATCH ADJ BAY 10 AND 12 F.O. GLASS

(N) REVOLVING

(N) CLEAR GLAZING. F.O. GLASS TO MATCH ADJ BAY 10 AND 12 F.O. GLASS

GC TO CONFIRM EXTENT 770 BROADWAY - LOBBY BAY 11 - PLAN DTL - EXISTING STONE PILASTER (N) WATERPROOFING 3" = 1'-0" NEW YORK, NY 10003 TO

(N) SEALANT & BACKER RODBAY 11

(N) 1/2" COMPRESSION BLOCK BAY

(N) 3/8" STRUCTURAL

BAY 11 - PLAN DTL - DOOR JAMB SILICONE. SEE STRUC. DRAWINGS 3" = 1'-0"

BACKER ROD AND DESIGN DEVELOPMENT 50% 02.15.19 SEALANT - TYP. DESIGN DEVELOPMENT 100% 03.01.19 EXTERIOR (N) BLOCKING W/ AIR BID SET ISSUE 03.15.19 INTERIOR BARRIER AS REQ'D. ALT-2 INTERIOR FILING - LPC 03.22.19 (N) RAIN WATER COLLECTOR. LINE OF (N) MARQUEE BLW. DS-1 DEMOLITION FILING 03.26.19 SEE MEP DWGS. CONSTRUCTION DOCUMENTS 50% 03.29.19 (N) MASONRY (N) SECURITY BAY CAMERA 11BLW - PLAN H 10 ISSUED FOR CONSTRUCTION 04.26.19 (E) MASONRY TO REMAIN (E) LIMESTONE3" TO=REMAIN 1'-0"

(N) 3" X 1 1/2" X 1/4" RECT. TUBE

ALIGN

02.08.19

ALT-3 MARQUEE FILING

36 WEST 25TH STREET, 11TH FLOOR 3617 W. E NEW YORK, NY 10010 LOS ANGE T: 212.279.9990 T: 310.656 F: 310.656 RIZZO GROUP E:INFO@K 1333 BROADWAY, SUITE 500 NEW YORK, NY 10018 T: 646.867.7954 115 EAST NEW YOR HIGGINS QUASEBARTH &

INTERIOR

ALIGN

INTERIOR

ALT-2 EXTERIOR FILING

INTERIOR

RENFRO DESIGN GROUP KEVI EXTERIOR

0' - 10"

EQ2

42 3/8"

MULLION

(N) RUBBER BLOCK

(N) 3/8" STRUCTURAL SILICONE. SEE STRUC. DRAWINGS DATE: 02.06.19(N) WEATHER SEAL

19 WEST 44TH STREET, 12TH FLOOR NEW YORK, NY 10036 T: 212.764.7272

ALIGN

4 A-913

NO. (N) CLEAR GLAZING. F.O. DESCRIPTION: GLASS DOOR TO MATCH ADJCONSTRUCTION / NOT FOR BAY 10 AND 12 F.O. DESIGN GLASSASSIST

EQ2

DOOR

42 3/8"

MULLION

I04

TURNSTILE

RUBBER BLOCK

ROBERT DERECTOR ASSO

0' - 10"

ISSUED FOR:

(N) 3/4" X 3 1/2" N.D. SST FLAT (N) FLOOR GRILLE (N) CLEAR GLAZING. F.O. (N) 3/8" STRUCTURAL GLASS TO MATCH RUBBER ADJ BAY BLOCK SILICONE. SEE STRUC. 10 AND 12 F.O. GLASS DRAWINGS EXTERIOR (N) WEATHER SEAL

(N) 3/4" X 3 1/2" N.D. SST FLAT (N) 3/8" STRUCTURAL SEALANT. SEE STRUC. DRAWINGS LINE OF N.D. SST VERTICAL (N) HSS 14X6 SUPPORT BEAM MULLION BYND (N) SEALANT (N) CLEAR GLAZING. F.O. GLASS TO MATCH ADJ BAY (N) 3/8" STRUCTURAL SEALANT. SEE STRUC. DRAWINGS 10 AND 12 F.O. GLASS

0' - 1 1/2"

DOOR

(N) 3/4" X 3 1/2" B.B. SST FLAT (N) STRUCTURAL SILICONE. SEE HIGGINS QUASEBARTH & PARTNERS CABLE RUN 11 HANOVER SQUARE, 16TH FLOOR STRUCTURAL DRAWING NEW YORK, NY 10005 (N) 1" X 2 1/2" B.B. SST TUBE T: 212.274.9468 (N) GLASS SWING DOOR

EQ1

TURNSTILE

42 1/2"

I03

(N) SEALANT & BACKER ROD

46-01 5TH STREET LONG ISLAND CITY, NY 11101 T: 212.529.3905

(N) WEEP

LINERECT. OF N.D. SST (N) 3" X 1 1/2" X 1/4" TUBE SILL BELOW (N) 3/8" STRUCTURAL SEALANT. SEE STRUC. DRAWINGS

(N) 3/4" X 3 1/2" N.D. SST FLAT (N) N.D. SST 1" X 2 1/2" TUBE INTERIORCABLE RUN

LAUFS ENGINEERING DES 1' - 8"

(N) SEALANT & BACKER ROD

EXTERIOR

0' - 10"

0' - 1"

EXTERIOR

NEW YORK, NY 10018 (N) N.D. SST 1"T: X646.867.7954 2 1/2" TUBE

1" TYP. INTERIOR

(N) REVOLVING DOOR FRAME

(N) 3/4" X 3 1/2" N.D. SST FLAT

EXTERIOR

0' - 1 1/2"

RIZZO GROUP

(N) 3/4" X 3 1/2" SST FLAT 1333N.D. BROADWAY, SUITE 500

0' - 0 3/4"

0' - 10"

0' - 0 3/4"

129 WEST 27TH STREET, 5TH FLOOR NEW YORK, NY 10001 T: 212.254.0030

(N) SEALANT (N) N.D. SST CLADDING (N) INTERNAL GUTTER

ALIGN

4 1/2" TYP

3 1/2" TYP

A-825

(N) FLASHING & DRIP EDGE

RENFRO DESIGN GROUP

(E) LIMESTONE36RETURN WEST 25TH STREET, 11TH FLOOR NEW YORK, NY 10010 TO BE TRIMMED AND T: 212.279.9990 REPAIRED AS REQ'D.

894 6TH AVENUE, 5TH FLOOR NEW YOR NEW YORK, NY 10001 T: 212.874.0567

0' - 1 1/2"

(N) OVERLAP EXISTING

DXA STUDIO

GILSANZ MURRAY STEFIC

(N) WEATHER SEAL (N) 1/2" COMPRESSION BLOCK

0' - 10"

15 5/8" vif DOOR

(N) 3/8" STRUCTURAL SILICONE. SEE STRUC. DRAWINGS

(E) LIMESTONE TO REMAIN, PROTECT AS REQUIRED

19 WEST 44TH STREET, 12TH FLOOR NEW YORK, WATERPROOFING TONY 10036 T: 212.764.7272

102

0' - 2"

(N) 1" X 2 1/2" B.B. SST TUBE

(N) MARQUEE TO BE FILED UNDER SEPARATE APPLICATION

(N) 3/4" X 3 1/2" N.D. SST FLAT

RUBBER BLOCK

NEW YORK, NY 10001

ENGINEERING(N) DESIGN GLASS SWING DOOR (E) LIMESTONELAUFS TO REMAIN 46-01 5TH STREET (N)11101 3/8" STRUCTURAL SILICONE. AND BE REPAIRED REQ'D. LONG AS ISLAND CITY, NY T: 212.529.3905 SEE STRUC. DRAWINGS (E) WATERPRF'G TO REMAIN, ROBERT (N) WEATHER SEAL GC TO CONFIRM EXTENT DERECTOR ASSOCIATES EQ1

I02

42 1/2"

36" TYP

TURNSTILE

770 LOB

CONSULTANTS:

LINE OF N.D. SST SILL BELOW

(N) 3/4" X 3 1/2"LLP B.B. SST FLAT GILSANZ MURRAY STEFICEK 129 WEST BLW. 27TH STREET, 5TH FLOOR LINE OF (N) MARQUEE CABLE RUN

MULLION

ALIGN CL TURNSTILE OPNG WITH CL DOOR

115 EAST 23RD STREET, 3RD FLOOR NEW YORK, NY 10010

(N) SEALANT

EXTERIOR

894 6TH AVENUE, 5TH FLOOR NEW YORK, NY 10001 T: 212.874.0567

T: 212.254.0030 (N) SECURITY CAMERA BLW

KDA/ NEW YORK

(N) N.D. SST CLADDING

BAY 11 - PLAN DTL - REVOLVING DOOR JAMB 3" = 1'-0"

7 EXTERIOR

DXA STUDIO

EQ1

DOOR

7 A-913

42 1/2"

I01

TURNSTILE

BAY 11 - PLAN DTL - DOOR JAMB 3" = 1'-0"

CONSULTANTS:

MULLION

3617 W. EXPOSITION BLVD. LOS ANGELES, CA 90016 T: 310.656.3180 F: 310.656.3180 E:INFO@KEVINDALYARCHITECTS.COM

INTERIOR

(N) 3" X 1 1/2" X 1/4" RECT. TUBE

115 EAST 23RD STREET, 3RD FLOOR NEW YORK, NY 10010

EXTERIOR

(N) 3/8" STRUCTURAL SEALANT. SEE STRUC. DRAWINGS

KDA/ NEW YORK 11

KEVIN DALY ARCH

(N) SEALANT

INTERIOR

3617 W. EXPOSITION BLVD. LOS ANGELES, CA 90016 T: 310.656.3180 F: 310.656.3180 E:INFO@KEVINDALYARCHITECTS.COM

0' - 10"

BAY 11 SECTION DTL - SWING DOOR SILL 3" = 1'-0"

WORK SAMPLES

SOUTHLIGHT SouthLight is a community-based design-build in Providenceâ&#x20AC;&#x2122;s South Side. Completed in September 2016 and publically opened by Mayor Jorge Elorza, SouthLight has been actively used as an outdoor performance venue and an illuminating beacon for the surrounding neighborhood. Led by Aaron Forrest of Ultramoderne, the team planned and executed the outreach, design, and construction phases of the project.

SOUTHLIGHT

SOUTH LIGHT

SECTION, TRANSVERSE

04 01

DOORS OPEN

1’ = 1/4”

WORK SAMPLES

SC CR TR I IN IT Y

SouthLight Pavilion

CE NT RA LS TR EE T

Broad S

SCCRI

H RC U H RD C Y A E C ER EV RA ET UL G EM BO C E TH

Arch St.

BRO AD STR EET

Trinity United Methodist Church

Elm wo Ave . Pin e St.

SOUTHLIGHT

SARP ARDITI 620 Parkside Ave. #6A M | 401.340.7259

Brooklyn, NY 11226

E | arditisarp@gmail.com

W | https://issuu.com/sarparditi Please contact via e-mail or phone for information, extended portfolio, or professional work sets.