Kliton S. - Work Samples

KLITON SHEHU SELECTED WORK SAMPLES TABLE OF CONTENTS

SZERBATY ASSOCIATES ARCHITECTS • BRONX H.S. OF VISUAL ARTS GYM ANNEX - EDUCATIONAL

ZYSCOVICH ARCHITECTS • KINGSWOOD 2 BROOKLYN - MIXED-USE • LEGOLAND/SEALIFE NEW JEARSEY - RETAIL • WHOLEFOODS - RETAIL/RESTAURANT

SCARANO ARCHITECTS • 415 MANHATTAN AVE BROOKLYN - RESIDENTIAL

SZERBATY ASSOCIATES ARCHITECTS BRONX H.S. OF VISUAL ARTS GYM ANNEX - EDUCATIONAL

• THIS IS A NEW STANDALONE GYM ANNEX, ONE GROUND FLOOR AND A MEZZANINE LEVEL. TOTAL GROSS FLOOR AREA 15,000 SF. • MY TASKS WERE TO DEVELOP THE CAD DRAWINGS INTO A REVIT CONSTRUCTION SET. IN ADDITION, I DEVELOPED THE RENDERINGS USING LUMION AND PHOTOSHOP.

GENERAL NOTES 1.

REFER TO FF201-FF205 FOR FURNITURE LAYOUT, ELEVATIONS AND SCHEDULE. REFER TO FF201 FOR LAYOUT BASKETBALL AND VOLLEYBALL COURT MARKINGS. REFER ALSO TO 09590 REGARDING PAINTING OF LINE MARKINGS. REFER TO A020-A022 FOR EGRESS AND CODE COMPLIANCE PLANS. REFER TO A100 FOR SLAB DEPRESSION PLAN. REFER TO A801 FOR REFLECTED CEILING PLAN. REFER TO A901 FOR DOOR AND A906 FOR WINDOW SCHEDULE. REFER TO A401 FOR ENLARGED GROUND FLOOR PLAN. PROVIDE AND INSTALL DOWN CONDUCTORS AND CONDUIT WITHIN EXTERIOR MASONRY ASSEMBLY AS PART OF LIGHTNING PROTECTION SYSTEM. ROUTING SHALL BE CONTINUOUS AND UNINTERRUPTED BY WINDOW ASSEMBLIES. SEE E030 FOR LOCATIONS AND QUANTITIES CONTRACTOR SHALL COORDINATE SIZE OF PENETRATION IN WOOD FLOOR WITH FLOOR VOLLEYBALL SLEEVES AND SSDS MONITORING POINTS. PROVIDE ADDITIONAL FLOOR SLEEVE COVER (2+3/A100) OVER MONITORING POINTS IN WOOD FLOOR, TYP.

2.

3.

4.

5.

6.

A202.00 3

2 A205.00

7.

1 A205.00

4 A205.00

161' - 11 5/8" (BUILDING LENGTH) 7' - 8" 7' - 7 5/8"

"CJ" 6' - 8 3/8" M.O.

20' - 0"

"CJ"

20' - 0"

20' - 0"

"CJ"

20' - 0"

"CJ"

"CJ"

39' - 9 3/4"

20' - 0"

6' - 8 3/8" M.O.

20' - 0"

"CJ"

50' - 10 3/4"

14' - 3 5/8"

"CJ" 34' - 7 3/4"

6"

102 B

INSTRUCTOR'S OFFICE 341 SF 4

102A -

84 SF

"CJ" 6"

TOILET

103 F-2

WATER SERVICE ROOM 207 SF 1

1 A401.00

"CJ"

13' - 8"

B

35' - 11"

3' - 0"

36' - 0"

36' - 0"

13' - 8"

VOLLEYBALL DIMS.

VOLLEYBALL DIMS.

F1

A1

2' - 4 3/8" 17' - 6 1/4"

W2 F

104 F1

F1 B

F1

E

F1

105

F1

5 5/8"

9' - 0 1/4"

F1

4' - 10"

25' - 5 1/4"

5' - 2"

38' - 0"

CLEAR

101

1' - 1 3/8" 2' - 6"

7 5/8" 5' - 2"

B

2' - 6"

35' - 11"

A1

F1

7' - 8"

"CJ"

4' - 6"

20' - 0"

2' - 6"

"CJ"

20' - 0"

E

43' - 0"

W2

F

109A

WOOD TELESCOPING BLEACHERS. REFER TO SPEC SECTION 12762 FOR ADDITIONAL INFO.

105' - 4"

"CJ"

16' - 9"

F1 F1

"CJ" 20' - 0"

16' - 9"

SELF-STORING END RAILS PER BLEACHER MANUFACTURER

WOOD TELESCOPING BLEACHERS. REFER TO SPEC SECTION 12762 FOR ADDITIONAL INFO. 1' - 8"

2' - 6" F1

A

109A 11 5/8"

"CJ" 20' - 0"

21' - 0 1/4"

TOILET

109 VISITING TEAM LOCKER ROOM B 348 SF 30

52 SF

5 5/8" 33' - 5 1/4"

"CJ" 20' - 0"

"CJ"

"CJ" 20' - 0"

13' - 10 7/8" 4' - 6 1/8"

BOY'S LOCKER ROOM 488 SF 41 1 A302.00

104 -

ASSIST. USE TOILET 63 SF

105 -

BOY'S TOILET ROOM 367 SF

106 -

ASSIST. USE TOILET 63 SF

107 -

GIRL'S TOILET ROOM 367 SF

107A B

GIRL'S LOCKER ROOM 489 SF 41

2 A203.00

1' - 4"

1' - 8"

35' - 11" 20' - 0"

"CJ"

1' - 4"

2 A302.00

10' - 5 3/8"

179' - 1 5/8" (BUILDING LENGTH)

1 A202.00

1

FIRST FLOOR PLAN

A101.00 SCALE: 1/8" = 1'-0"

0'

2'

4'

8'

BLEACHER NOTES: 1.

ARRANGEMENT OF BLEACHERS, AISLES, HANDRAILS, ETC. SHALL COMPLY WITH 2014 NYC BUILDING CODE AND SHALL BE CONFIRMED VIA SHOP DRAWINGS. 2.

END OF RUNS OF BLEACHERS WITHOUT END RAILS SHALL NOT BE INSTALLED MORE THAN 4" AWAY FROM THE FACE OF WALLS. IF END OF BLEACHERS SITS MORE THAN 4", END RAILS SHALL BE PROVIDED AT NO ADDITIONAL COST.

16'

DRAWING NO.:

A101.00 Sheets in Contract Set: 54 OF 171

Sheets in DOB Set: 40 OF 124

1/22/2020 5:39:49 PM

3' - 7 5/8"

43' - 0"

F1

F

13' - 7 5/8"

2' - 6"

13' - 0"

16' - 9"

13' - 0"

4' - 6"

8' - 7 5/8"

16' - 9"

5' - 1 5/8"

2' - 6"

E

A1

3' - 6"

"CJ"

E A1

W2

107A

B1

109

F1

5 5/8"

33' - 5 1/4"

7 5/8"

38' - 0"

7 5/8" 5' - 2"

F1 E

8' - 0"

B1

7 5/8"

1' - 1 3/8" 2' - 6"

8' - 0"

B1

5' - 9 5/8"

20' - 0"

2' - 6"

10' - 7 5/8"

107

6' - 3 7/8"

5 5/8"

15' - 5 7/8"

10' - 4"

31' - 8"

7 5/8"

42' - 0"

7 5/8"

31' - 8"

4' - 7 5/8" 6' - 0 3/8" M.O.

F1

GYM STORAGE 317 SF 2

W2

6' - 0 3/8" M.O.

A2

101A S-1(A)

B

106

5' - 11 5/8"

A

40' - 0"

CLEAR

35' - 11" 10' - 4"

64' - 1"

20' - 6"

"CJ"

105' - 4"

A1

B

2' - 0"

25' - 2"

20' - 0"

105A

E

101A

7 5/8"

F1

105A B

"CJ"

F

GROUND FACE CMU BRICK

F

20' - 0"

F

7 5/8"

3' - 0"

1 A501.00

"CJ"

50' - 4"

B

1 A203.00

2 A201.00

-

F1

3' - 0"

A1

F1

102C 102B

10' - 4 3/4"

20' - 0"

F1

110

GRND EQUIP. STOR 213 SF 1

"CJ"

F1

102A

C

82' - 3 5/8"

3' - 1 3/4" 5' - 4 1/2"

E

102D

F

UP

103 CORRIDOR

D

18' - 10 7/8"

MP-2

SKYLIGHT SLAB OPENING 5'-8" x5'-8"

F

68' - 3 5/8"

20' - 0"

SKYLIGHT SLAB OPENING 5'-8" x5'-8"

20' - 4 1/2"

D F2

5 5/8"

A

18' - 6 1/2"

110 S-1(A)

7' - 4"

CLEAR

31' - 3 3/4"

MECHANICAL GRILLE

3"

5 5/8" 8' - 0" 5 5/8"

F2

24' - 11 5/8"

4' -

MP-2

11 5/8"

BL2

R

R

MP-2

25' - 2"

F2

B

EQ

B

6' - 8 3/8" M.O. 13' - 10 7/8"

3"

4'

B1

CJ

EQ

BL1

B1

4' - 10"

102

GROUND FACE CMU

V1.1

6' - 0 3/8" M.O. 4' - 7 5/8" 6' - 0 3/8" M.O.

A1

2 A204.00

1 A906.00

11' - 2 7/8"

(FINISH FLOOR) -0' - 2"

SF1

2 A906.00

V1.3

VESTIBULE 157 SF

7 5/8"

CJ

E.O.S. ABOVE CMU SUPPORT

101.1

V1 -

(T.O.SLAB)

SF3

--

4"

(FINISH FLOOR) -0' - 1"

LOBBY

(T.O.SLAB)

1 A204.00

V1.2

13' - 7 5/8"

3 A906.00

0' - 0" ( 69.75' )

CANOPY ABOVE

0' - 0"( 69.75' )

11' - 11 1/4"

"CJ"

(FINISH FLOOR) -0' - 2"

17' - 6 1/4"

GYMNASIUM 8786 SF 586

SF5

BRICK FINISH V1.4

0' - 0"

101.2

7 5/8"

101 A-4(A)

FINISH CURVED CEILING

BRICK FINISH

18' - 2 5/8"

5' - 3 1/2"

E.O.S. ABOVE CMU SUPPORT

(T.O.SLAB)

85' - 7 5/8" (BUILDING WIDTH)

9.

6" 3' - 5"

101C

4' - 10"

10' - 1 1/2" 20' - 0"

101B

0' - 0" ( 69.75' )

A201.00 1

9' - 0"

1' - 8"

2' - 0"

1' - 8"

20' - 0"

8.

19' - 2"

51' - 10 1/8"

3 A205.00

11 5/8"

UNIT HEATER. REFER TO M-DWGS

BRICK FINISH

6"

19' - 6 1/8"

7' - 11 7/8"

3' - 0 5/8" 6"

34' - 7 3/4"

W2

0' - 0"

MARBLE SADDLE SEE A903

(FINISH FLOOR) 0' - 0" (T.O.SLAB)

35' - 10"

31' - 9 1/8"

GLAZED CMU

13' - 10 7/8" 4' - 6 1/8"

"CJ"

GIRL'S TOILET ROOM 367 SF

OPP

107A B

GIRL'S LOCKER ROOM 489 SF 41

51' - 10 1/8"

A1 W2 6' - 3 5/8"

ADA BENCH (TYP.)

CLERESTORY (ABOVE)

6' - 3 7/8"

4' - 1 1/2"

LOCKERS (TYP.) SEE A702

13' - 7 5/8"

BENCHES (TYP.)

2' - 5 3/4"

F

DRAWING NO.:

A401.00

F

1' - 4"

Sheets in Contract Set: 68 OF 171

1

ENLARGED FIRST FLOOR PLAN 1' - 5 1/8"

A401.00 SCALE: 1/4" = 1'-0"

4 7/8"

7' - 3 3/8"

6 1/8"

24' - 2 3/4"

5 5/8" 69' - 8 7/8"

35' - 11"

1' - 4"

PLAN NOTES: ALL INTERIOR DIMENSIONS ARE TAKEN FROM THE FINISH FACE OF WALL. SEE A101 FOR WALL LOCATIONS.

Sheets in DOB Set: 54 OF 124

1/27/2020 3:47:00 PM

35' - 10 1/8"

5' - 2 1/2"

13' - 0"

109 VISITING TEAM LOCKER ROOM B 348 SF 30

F

7 3/4"

6' - 3 1/2"

5' - 0"

5' - 1 3/4"

5' - 2 1/8"

109A

BENCHES (TYP.) 4' - 9 3/4"

4" 3' - 4" D.O.

TOILET 52 SF

1' - 4 1/4"

109A -

7' - 1 5/8"

F1

6 5/8"

1 A602.00

5' - 4"

LOCKERS (TYP.) SEE A702

A

107 -

F

6 1/2"

E

20' - 0"

CLERESTORY (ABOVE)

"CJ"

7 5/8"

E 7' - 2 7/8"

4' - 10" 4' - 7 5/8" MP

25' - 5 5/8"

13' - 6 3/4"

LOCKERS (TYP.) SEE A702

BOY'S TOILET ROOM 367 SF

20' - 0"

6 5/8"

9' - 9 3/4"

6 1/2"

105 -

2 A602.00

GLAZED CMU

3' - 5 1/4" M.O.

4' - 10 7/8"

7' - 8 1/8"

E

ADA BENCH (TYP.) 18' - 10 1/4"

6' - 0 3/8" M.O. 5' - 11 5/8" MP

E

6' - 0 3/8" M.O.

107

A1

6 5/8"

13' - 10 7/8"

EQ

10' - 3 5/8"

10' - 3 5/8"

F1

F1

(FINISH FLOOR) 0' - 0" (T.O.SLAB) 12' - 7"

2 A203.00

F1

0' - 0"

9' - 2 1/4"

6 5/8" 5' - 2 5/8" 8 1/2"

F1

BOY'S LOCKER ROOM 488 SF 41

"CJ"

5' - 0 5/8"

CLERESTORY (ABOVE)

107A

A2

105A B

2 A201.00

7' - 4"

B1

W2

GLAZED CMU

109 4 A601.00

19' - 10 5/8"

17' - 6 1/4" EQ 6' - 8 3/8" M.O.

11' - 2 7/8"

13' - 7 5/8"

(T.O.SLAB) 25' - 5 5/8"

B

20' - 0 3/8"

6' - 0 3/8" M.O.

4' - 2 1/4"

CORRIDOR 577 SF

(T.O.SLAB)

0' - 0"

4' - 7 5/8" MP

8' - 0"

(FINISH FLOOR) 0' - 0"

GROUND FACE CMU 3' - 5 1/4" M.O.

F1

(FINISH FLOOR)

6' - 0 3/8" M.O.

6

9' - 11 5/8"

B

0' - 0"

GRND EQUIP. STOR 213 SF 1

CLERESTORY (ABOVE)

10' - 3 5/8"

7 A402.00

110 S-1(A)

GLAZED CMU

E

5' - 2 1/4"

CLEAR

5

105

0' - 0"

6 5/8"

5 5/8"

6' - 7"

-

W2

A1

MARBLE SADDLE SEE A903

9' - 9 3/4"

8' - 0"

GROUND FACE CMU

101

1 A302.00

6' - 3 5/8"

31' - 9 1/8"

5' - 1 3/8"

B1

8' - 0"

7 5/8" 3' - 5 1/4" M.O.

3' - 5 1/4" M.O.

8 3/8"

9' - 0 1/4"

2' - 7 5/8"

5 5/8"

25' - 5 1/4" 6' - 7 1/4" M.O.

1 A602.00

35' - 10"

7 5/8"

B1 15' - 5 7/8"

5 1/8"

F1

UTILITY BRICK

F

4 A402.00 3

7' - 10 5/8"

7' - 5 3/4"

GROUND FACE CMU

105A

5 5/8"

5 1/8"

BENCHES (TYP.)

LOCKERS (TYP.) REFER TO A702.

3' - 5 1/4" M.O.

8' - 2 3/4" 5 5/8"

1 FF204.00

7 5/8"

9' - 11 1/8"

15' - 5 7/8"

11 5/8"

A1

F

F1

5 1/8"

F

3' - 2 3/8"

106

A2

B1

LOCKERS (TYP.) REFER TO A702.

ADA BENCH (TYP.)

6' - 7 5/8"

20' - 6"

2 A601.00

OPP

ASSIST. USE TOILET 63 SF

FIRE EXTINGUISHER CABINET REFER TO A702 DETAILS

A1

B

F1 106 -

A1

A

(T.O.SLAB)

1 A203.00

10' - 4 3/4"

7 3/4"

8' - 2 3/4"

E

0' - 0"

GYM STORAGE 317 SF 2

6 5/8"

6' - 1 1/4" M.O.

101A S-1(A)

0' - 0"

(FINISH FLOOR)

B

F1

(T.O.SLAB)

110

13' - 7 5/8"

ALIGN 104

(FINISH FLOOR) 0' - 0"

2 A601.00

PROVIDE A 4' x 4' ACCESS DOOR FOR SSDS RISER 5' - 4 1/2"

UP

GROUND FACE CMU

0' - 0"

18' - 10 7/8"

GWB WALL TO TERMINATE AT UNDERSIDE OF STAIR STRINGER

5' - 3"

F1

ASSIST. USE TOILET 63 SF

101A

103

21' - 11 5/8"

F1

(T.O.SLAB) 5 5/8"

F

B

A1

0' - 0"

2' - 0"

8' - 10 7/8"

F

18' - 6 1/2"

JANITOR'S MOP SINK

6' - 11 1/4"

68' - 3 5/8"

F1

WATER SERVICE ROOM 207 SF 1

18' - 7 5/8"

6 5/8" 5' - 1 1/4"

F1

7' - 1"

B

6' - 3 3/4" 9' - 9 3/4"

A 103 F-2

F

3' - 5 1/4" M.O.

2' - 0" 4 1/4" 7 5/8"

104 -

F

C

3' - 6"

TRENCH DRAIN

5 5/8"

18' - 10 7/8"

F

5' - 3 5/8"

F

8' - 3"

F

F

F1

7 5/8" 5 1/8"

4 7/8" 3' - 5 1/4"

9' - 9 3/4"

1' - 2 3/4" 4 7/8"

2' - 4"

4 7/8" 2' - 4"

102C

E

D

102B

102D 4 7/8"

5 3/4"

F1 2' - 11 1/2"

6' - 10 1/4"

3' - 5 1/2"

D.O.

1 A601.00

5 1/8" 1' - 2 3/4"

D.O.

102A

3' - 5 1/4"

C

4' - 8"

F

CLEAR

F1

6' - 10 3/4"

84 SF

18' - 1 3/8"

TOILET

7 3/8" 2' - 0"

4 7/8"

2" 4' - 4" D.O.

10' - 6 5/8" 8 5/8" 8 5/8" 2' - 0"

10' - 10 3/4"

A2

8' - 0"

8"

D

3' - 4" D.O.

INSTRUCTOR'S OFFICE 341 SF 4

F2

10' - 3 3/8"

5 5/8"

5 1/4"

5 5/8"

3"

B B

4' - 7 5/8"

13' - 11 7/8"

F2

102A -

24' - 3 1/4"

BL2

17' - 4 1/4"

102 B

(T.O.SLAB)

PROVIDE ADDITIONAL FURRING AS REQUIRED

3' - 5 1/4" M.O.

4' - 0" M.O.

0' - 0"

1' - 0 1/8" 4 1/4" 5' - 8 1/8"

8' - 10 1/2"

(FINISH FLOOR)

11' - 11 1/4"

CJ

F2

R

0' - 0"

F2

4' -

GROUND FACE CMU

2' - 0 1/2"

ALIGN AND MAINTAIN RADIUS

A1 R

3"

F2

UNIT HEATER. SEE M-DWGS.

3' - 10 1/4"

RADIUS WALLS SHALL BE 6" (NOM.) THICK 8" X 8"GROUND FACE CMU IN STACK BOND

3' - 5 1/4" M.O.

3 1/8"

4' - 7 5/8"

102

B1

4' -

LOCATION OF PA SIGN. REFER TO A930 FOR DETAILS. (TYPE R2)

BL1

CJ

7 5/8"

B1

A2

B1

ALIGN

6"

9' - 0"

1 FF205.00

7 5/8"

M.O.

A1

3' - 10 1/4"

LOCATION OF STATE SEAL SIGNAGE. REFER TO A930 FOR DETAIL. 22' - 6 7/8" LOCATION OF SCHOOL NAME SIGNAGE. REFER TO A931 FOR DETAILS.

V1.1

6"

CJ

15' - 4 1/4"

2 A204.00

1 A906.00

VESTIBULE 157 SF

9' - 4 5/8"

CJ 1' - 11 5/8"

V1 -

V1.3

11 3/8"

9' - 3 1/8"

STOREFRONT. REFER TO A906 FOR DETAILS

8 3/8"

3' - 5 1/4" 1' - 0 1/8"

SF1

(T.O.SLAB)

2 A906.00

2 FF205.00

7 5/8"

1' - 11 5/8"

GROUND FACE CMU 4' - 8 3/8" M.O.

LOCATION OF C OF O SIGN. REFER TO A931 FOR DETAILS (TYPE R3)

11' - 2 7/8"

101.1

69.75'

LOBBY 647 SF

11' - 11 1/4"

17' - 6 1/4"

18' - 2 5/8"

SF3

(T.O.SLAB) --

1 A204.00

V1.2 T.O. FIN. FLOOR (WALK-OFF MAT) -0' - 1"

-0' - 2" 3 A906.00

CANOPY ABOVE

3' - 5"

0' - 0" ( 69.75 )

T.O. FIN. FLOOR (PORCELAIN TILE)

2 FF204.00

6"

V1.4 0' - 0"

SF5

6" 3' - 5"

3' - 5 3/8"

9' - 0"

E.O.S. ABOVE

101.2

2' - 6"

1' - 10 1/4"

6"

7' - 1 3/4"

5' - 3 1/4"

6"

5' - 3 1/4"

8 7/8"

2' - 4 3/8"

1' - 8"

1 A205.00

7 5/8"

GLAZED DISPLAY CABINET. SEE A711.

F.A.C. SEE FA DWGS

4 A205.00

GENERAL NOTES 1.

2.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

107' - 0"

17

18

1' - 8"

20

19

21

22

23

24

REFER TO A930 FOR SIGNAGE TYPES REFER TO A901 FOR FINISH SCHEDULE AND LEGEND

25

49' - 10 5/8"

1' - 8" 6' - 0"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 0"

1' - 8" 5' - 11 5/8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

4 A205.00

CAST STONE COPING, TYP(4'-0" SECTIONS)

6' - 8"

1 A205.00

CAST STONE COPING, TYP(4'-0" SECTIONS)

6' - 8"

6' - 8"

6' - 8"

6' - 8"

H.P. MAIN ROOF ( 100.80 ) 31' - 0 5/8"

6' - 4 1/4"

STEEL JOIST REFER TO STRUCT. DWGS.

13' - 4"

DOOR AIR CURTAIN

4' - 8"

1' - 0"

ALIGN

UTILITY BRICK 1/3 PATTERN (TYP.)

VESTIBULE

T.O.SLAB MID ROOF ( 98.13 ) 28' - 4 1/2"

H.P. MEZZ LEVEL ROOF ( 86.22 ) 16' - 5 5/8" T.O. SLAB MEZZ. 15' - 8" ( 85.42 )

--

101C

GLAZED DISPLAY CABINET

T.O.SLAB 1ST LEVEL -0' - 1" ( 69.67 )

4' - 0"

2"

F.A.C

T.O. FINISH FL. ( 69.75 ) 0' - 0"

V1 1' - 0"

LOBBY

15' - 8"

MP ALIGN

3' - 4"

101B

101 14' - 8"

TYP.

GYMNASIUM

2"

4" 7' - 0"

14' - 8"

3' - 4 3/8"

24' - 2" A.F.F.

25' - 0"

2" ACOUSTIC PANEL WALL PADDING 2'-0" X 7'-4", U.O.N.

MECHANICAL MEZZANINE

M1

6' - 1 1/2"

TYPE W1 WINDOW, TYP. SEE A901 FOR MORE INFO

8' - 8"

INTERIOR WINDOW GUARD. TYP. SEE A921 FOR DETAILS

12' - 8 1/2"

10' - 0 3/8" M.O.

12' - 4"

5' - 10"

5' - 0"

11 5/8" CMU BEARING WALL 3" CONTINOUS INSULATION 3 5/8" BRICK WYTHE

30' - 4 1/2"

T.O. PARAPET MAIN ROOF ( 104.48 ) 34' - 8 3/4"

2 A402.00

44" HIGH STEEL PAINTED GUARDRAIL

34' - 8 3/4"

4' - 4 1/4"

6' - 8"

2 A205.00

3 A205.00

34' - 8 3/4"

6' - 8"

UNIT HEATER

T.O.SLAB GYM. -0' - 2" ( 69.58 ) T.O.FOOTING -4' - 0" ( 65.75 )

FOUNDATION CONCRETE WALL (SEE STRUCT. DWGS FOR DETAILS)

1

LONG SECTION 3

A204.00 SCALE: 1/8" = 1'-0"

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

49' - 10 5/8" 6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

CAST STONE COPING, TYP(4'-0" SECTIONS)

44" HIGH STEEL PAINTED GUARDRAIL

ROOF DRAINS (TYP)

6

5

4

3

2

1

108' - 8"

6' - 8"

6' - 8"

6' - 8"

1 A205.00 1 A402.00

7

7' - 7 5/8"

6' - 0"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

ROOF DRAINS (TYP)

6' - 8"

6' - 8"

6' - 8"

6' - 8"

WALL SCUPPER (TYP.)

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 0"

T.O. PARAPET MAIN ROOF ( 104.48' ) 34' - 8 3/4" WALL SCUPPER (TYP.)

CAST STONE COPING, TYP(4'-0" SECTIONS)

1/8" / 1'-0"

ROOF DRAINS (TYP)

SKYLIGHT 7'-0" x 7'-0" (TYP.)

WALL SCUPPER (TYP.)

1 A803.00

SKYLIGHT 7'-0" x 7'-0" (TYP.) 1/8" / 1'-0"

1/8" / 1'-0"

ROOF DRAINS (TYP)

WALL SCUPPER (TYP.)

H.P. MAIN ROOF ( 100.80' ) 31' - 0 5/8"

1/8" / 1'-0"

T.O. SLAB (GYM) ( 100.13' ) 30' - 4 1/2"

LOBBY --

102

25' - 0"

34' - 8 3/4"

T.O.SLAB MID ROOF ( 98.13' ) 28' - 4 1/2"

TYPE W1 WINDOW, TYP. SEE A901 FOR MORE INFO

T.O. SLAB MEZZ. 15' - 8" ( 85.42' )

2" ACOUSTIC PANEL

1' - 0"

5' - 2"

5' - 2"

V1

A.F.F.

8' - 0"

VESTIBULE

11 5/8" CMU BEARING WALL 3" INSULATION 3 5/8" BRICK WYTHE

INTERIOR WINDOW GUARD. TYP. SEE A921FOR DETAILS

(TYP.) 14' - 8"

12' - 2"

GROUND FACE CMU WALL (GAS METER SURROUND)

10' - 0"

6' - 1 1/2"

CJ

CJ

EXIT SIGN

3' - 4 3/8"

8' - 8"

STEEL BEAM

A.F.F.

DOOR AIR CURTAIN

12' HIGH CHAIN LINK FENCE BEYOND

101

M1

14' - 8"

T.O. SLAB MEZZ. 15' - 8"

GYMNASIUM

24' - 2" A.F.F.

1' - 0"

T.O. PARAPET MEZZ. ROOF 20' - 0 3/4"

GYM LIGHT FIXTURE (TYP.)

LIGHTS FIXTURE (TYP.) MECHANICAL MEZZANINE

ALIGN

12' - 4"

3 5/8" GROUND FACE EXTERIOR CMU

10' - 0 3/8" M.O.

5' - 0"

T.O.SLAB MID ROOF 28' - 4 1/2"

T.O. FINISH FL. ( 69.75' ) 0' - 0"

T.O. FINISH FL. 0' - 0" UNIT HEATER

T.O.FOOTING -4' - 0"

WOOD TELESCOPING BLEACHERS

SELF-STORING END RAILS PER BLEACHER MANUFACTURER

ADA HIGH-LOW DRINKING FOUNTAIN W/ BOTTLE FILLER

SELF-STORING END RAILS PER BLEACHER MANUFACTURER

T.O.SLAB 1ST LEVEL ( 69.67' ) -0' - 1"

WOOD TELESCOPING BLEACHERS

T.O.SLAB GYM. ( 69.58' ) -0' - 2" FOUNDATION CONCRETE WALL (SEE STRUCT. DWGS. FOR DETAILS)

2

LONG SECTION 4

A204.00 SCALE: 1/8" = 1'-0"

T.O.FOOTING ( 65.75' ) -4' - 0"

DRAWING NO.:

A204.00 Sheets in Contract Set: 59 OF 160

Sheets in DOB Set: 45 OF 138

11/22/2019 9:41:31 AM

32' - 8 3/4"

1' - 8"

3 A205.00

2 A205.00

4 A205.00

ROOF HATCH BEYOND

6' - 8"

23

22

21 44" HIGH STEEL PAINTED GUARDRAIL

SECURITY CAMERA

CURVED WALL BEYOND

19

18

CAST STONE COPING (4'-0" SECTIONS)

4 A205.00

17

16

ROOF HATCH

ROOF DRAIN (TYP.)

10' - 0"

CJ

1 A205.00

20

ROOF LADDER BEYOND

CAST STONE COPING (4'-0" SECTIONS)

T.O. PARAPET MAIN ROOF 34' - 8 3/4"

WALL SCUPPER (TYP)

H.P. MAIN ROOF 31' - 0 5/8" T.O. SLAB (GYM) 30' - 4 1/2" T.O.SLAB MID ROOF 28' - 4 1/2"

CORRIDOR

103

105

107

GROUND FACE BLOCK

METAL PANEL (ECC TYPE W4) 2 A403.00

STEEL JOIST REFER TO STRUCT. DWGS.

4 A403.00

14' - 3"

1' - 0"

LOBBY RADIUS WALL

RADIUS WALL

--

4' - 8 3/8"

4' - 8"

M.O.

EXIT SIGN BEYOND WALL PADDING 2'-0" X 7'-0", U.O.N. BEYOND WOOD TELESCOPIC BEYOND

8' - 0" COORIDOR WIDTH CLEAR

2" WOOD FLOOR

1"

2" PORCELAIN TILE

T.O. FINISH FL. 0' - 0" T.O.SLAB 1ST LEVEL -0' - 1"

4"

1" WALK MAT

2"

A402.00 SCALE: 1/4" = 1'-0"

9' - 11 7/8"

SECURITY CAMERA BEYOND

7' - 0"

V1

UNIT HEATER

PAINTED CMU

5 A403.00

10' - 0"

VESTIBULE EXTERIOR

GYMNASIUM 101

3' - 2 1/4"

WEST ELEV. @ CORRIDOR

10' - 0"

10' - 0"

4

6"

9' - 0"

EXHAUST GRILL

CJ

CJ 6"

T.O. SLAB MEZZ. 15' - 8"

6 A403.00

7' - 4 1/4"

1' - 4"

MP-1

4' - 4 5/8"

7'

PENDANT LIGHT FIXTURE(TYP.)

3 A403.00

21' - 4"

1' - 4" 8"

104

R

" -0

" '-0 R4

CORRIDOR

STACK BOND

H.P. MEZZ LEVEL ROOF 16' - 5 5/8"

14' - 10"

DOOR AIR CURTAIN

1 A403.00

GROUND FACE BLOCK

6"

9' - 0"

4' - 3 1/2"

6"

7' - 1 1/8"

9' - 4"

10' - 0"

CJ

EXTERIOR GROUND FACE BLOCK WALL BEYOND

10' - 0"

CURVED WALL BEYOND

106

M1

R

A402.00 SCALE: 1/4" = 1'-0"

DUCTWORK REFER TO MEP DWGS.

MECHANICAL MEZZANINE

0"

EAST ELEV. @ CORRIDOR

LIGHT FIXTURE (TYP.)

2' -

3

3 5/8" 18GA. METAL STUDS @ 16" O.C.

32" O.C. STEEL KICKER 3 5/8" 18GA. METAL STUDS @16" O.C.

12' - 4"

-

GROUND FACE BLOCK

8' - 8"

STACK BOND

10' - 0"

T.O.SLAB-0' GYM. - 2" T.O.FOOTING -4' - 0"

GROUND FACE BLOCK

1

ENLARGED LOBBY SECTION 3

A402.00 SCALE: 1/4" = 1'-0" CORRIDOR -

5

16

4 A205.00

17

18

19 CAST STONE COPING (4'-0" SECTIONS)

1 A205.00

20

21

22

23

44" HIGH STEEL PAINTED GUARDRAIL

T.O. PARAPET MAIN ROOF 34' - 8 3/4"

NORTH ELEV @ CORRIDOR

A402.00 SCALE: 1/4" = 1'-0"

H.P. MAIN ROOF 31' - 0 5/8" T.O. SLAB (GYM) 30' - 4 1/2"

SECURITY CAMERA

T.O.SLAB MID ROOF 28' - 4 1/2"

4 A403.00

STEEL JOIST REFER TO STRUCT. DWGS.

MECHANICAL MEZZANINE

2 A403.00

1' - 0"

7' - 1 1/8"

M1

T.O. PARAPET MEZZ. ROOF 20' - 0 3/4"

H.P. MEZZ LEVEL ROOF 16' - 5 5/8"

8' - 0"

LOBBY 8' - 0"

--

2' - 0"

DOOR AIR CURTAIN

14' - 3"

HARDWOOD SURROUND

1 A403.00

VESTIBULE V1

10' - 0"

SECURITY CAMERA

10' - 0" A.F.F.

WALL PADDING 2'-0" X 7'-0", U.O.N. BEYOND

9' - 11 7/8"

7' - 0"

CORRIDOR -

OPP

14' - 8"

5 A403.00

2' - 0" 1' - 4"

MP-1

OPP

21' - 4"

3 A403.00

PENDANT LIGHT FIXTURE

4' - 8"

R4 '-0 "

A402.00 SCALE: 1/4" = 1'-0"

1' - 4"

" '-0 R7

SOUTH ELEV @ CORRIDOR

OPP

T.O. SLAB MEZZ. 15' - 8"

10' - 0"

6 A403.00

6

0"

10' - 0"

-

2' -

9' - 4"

R

109

10' - 0"

12' - 4"

CORRIDOR

METAL PANEL (ECC TYPE W4)

1' - 4"

GROUND FACE BLOCK

OPP

8' - 8"

10' - 0"

DRAWING NO.: T.O.SLAB 1ST LEVEL -0' - 1" F.A.C

GLAZED DISPLAY CABINET

UNIT HEATER

Sheets in Contract Set: T.O.FOOTING -4' - 0"

7

WEST ELEV @ CORRIDOR

A402.00 SCALE: 1/4" = 1'-0"

2

ENLARGED LOBBY SECTION 4

A402.00 SCALE: 1/4" = 1'-0"

A402.00 69 OF 171

Sheets in DOB Set: 55 OF 124

1/27/2020 5:30:49 PM

2"

2"

101

4"

T.O. FINISH FL. 0' - 0"

17' - 6 1/4" 8' - 9 1/8"

8' - 9 1/8"

6' - 0"

WRAP WIRE THROUGH DOWEL CLIP HOLES AND LOOP AROUND T-RAIL

6 1/8"

1' - 0"

1' - 0"

5' - 6"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

6"

1' - 0"

1' - 0"

6' - 0" 1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

1' - 0"

6 1/8"

HEAVY-DUTY 15/16" T-RAIL

HEAVY-DUTY 15/16" T-RAIL MAIN RUNNER DOWEL CLIP

5"

5"

RULON DOWEL CLIP

5"

5"

PENDANT LIGHT

5"

5"

PENDANT LIGHT

PLASTIC BLACK DOWEL, 12" O.C.

PENDANT LIGHT

WOOD PANEL GRILLE

CROSS T-RAIL OR EQUIVALENT, ATTACHED TO MAIN T-RAIL

ISOMETRIC DOWEL DETAIL

8

7

A403.00 SCALE: 3" = 1'-0"

LOBBY CROSS SECTION WOOD PANEL GRILLE DETAIL

A403.00 SCALE: 1" = 1'-0"

21 MECHANICAL MEZZANINE

3 5/8" 18GA. METAL STUDS @16 O.C.

12" CMU WALL. SEE STRUCT DWG'S FOR REINFORCEMENT.

M1 11 5/8"

(2) GWB BTW. STUDS 3 5/8" 18GA. METAL STUDS @16" O.C. 32" O.C. STEEL KICKER

SYSPENDED CEILING SYSTEM REFER TO A803 FOR DETAILS 1"

6"

32" O.C. STEEL KICKER

SYSPENDED CEILING SYSTEM REFER TO A803 FOR DETAILS

EXHAUST GRILL BEYOND

7 5/8"

12" THICK CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS FOR INFORMATION

H.P. MEZZ LEVEL ROOF 16' - 5 5/8" 4"

1"

HEAVY-DUTY 15/16" T-RAIL

HEAVY-DUTY 15/16" T-RAIL MAIN RUNNER

T.O. SLAB MEZZ. 15' - 8"

HEAVY-DUTY 15/16" T-RAIL MAIN RUNNER

1"

GYMNASIUM 101 1"

DOWEL CLIP

PLASTIC BLACK DOWEL, 12" O.C.

GROUND FACE CMU BEYOND

PLASTIC BLACK DOWEL,12" O.C.

GROUND FACE CMU BEYOND

DOWEL CLIP

1"

6"

WOOD PANEL GRILLE DOWEL CLIP

WOOD PANEL GRILLE ALUMINUM STOREFRONT SEE A906 FOR DETAILS.

ALUMINUM STOREFRONT SEE A906 FOR DETAILS.

4

LOBBY

GYMNASIUM

V1

--

--

101

STOREFRONT WALL CONDITION AT LOBBY

A403.00 SCALE: 1 1/2" = 1'-0"

5

STOREFRONT CONDITION AT GYMNASIUM

6

A403.00 SCALE: 1 1/2" = 1'-0"

ALUMINUM STOREFRONT SEE A906 FOR SETAILS. ROOF DRAIN BEYOND

WOOD PANEL GRILLE

NOTE: FINISH TO MATCH ADJACENT MATERIAL FINISH (METAL PANEL FINISH, PAINT FINISH AT GWB, AcT, OR WD FINISH).

REFER TO FINISH SCHEDULE.

A403.00 SCALE: 1 1/2" = 1'-0"

9

DOWEL CLIP

SPRINKLER HEAD DETAIL

A403.00 SCALE: 6" = 1'-0"

DOOR AIR CURTAIN 6" MTL STUDS

METAL PANEL

3" BATT INSULATION

LINE OF EXTRUSION BEYOND

4" MTL STUDS

4" MTL STUDS

3 5/8" 18 GAUGE STUDS @ 16" O.C. 5 1/4"

5/8" GWB BTW. STUDS 32" O.C. STEEL KICKER

3"

METAL PANEL 3 1/4" MTL STUDS

SYSPENDED CEILING SYSTEM REFER TO A800 FOR DETAILS

3" INSULATION AIR/VAPOR BARRIER,TYP.

3"

HEAVY-DUTY 15/16" T-RAIL MAIN RUNNER

3' - 9 3/4" 1' - 5"

4' - 4 3/4"

ALUMINUM STOREFRONT SEE A906 FOR DETAILS.

4 7/8" 2 1/4"

2 1/4"

SPRINKLER HEAD

WOOD PANEL GRILLE

WOOD PANEL GRILLE DETAIL AT MEZZ. FLOOR EDGE

GRAVEL STOP

REFER TO STRUCTURAL DWGS. FOR FRAMING SIZES

PLASTIC BLACK DOWEL,12" O.C.

EXTERIOR GROUND FACE CMU WALL BEYOND

TAPARED RIGID INSULATION

FIBER REINFORCED CEMENTITIOUS BOARD

HEAVY-DUTY 15/16" T-RAIL MAIN RUNNER FORMED TO REQUIRED RADIUS

T.O. PARAPET MEZZ. ROOF 20' - 0 3/4" LOBBY

ROOFING MEMBRANE

PLASTIC BLACK DOWEL, 12" O.C.

EXIT SIGN

VESTIBULE

VERIFY

3"

SEALANT, TYP. CUSTOM COLOR TO MATCH METAL PANEL

EXIT SIGN

1' - 10"

2 1/2" MTL STUDS 3/4" PLYWOOD

2 1/2" MTL STUDS 3/4" PLYWOOD

7/8" HAT CHANNEL

7/8" HAT CHANNEL

METAL PANEL

METAL PANEL 3" BATT INSULATION

SECURITY CAMERA ALUMINUM STOREFRONT SEE A906 FOR SETAILS.

6" MTL STUDS

2 5/8"

2 5/8"

1" OFFSET FROM WALL

PLASTIC BLACK DOWEL, 12" O.C. DOWEL CLIP WOOD PANEL GRILLE

ALUMINUM STOREFRONT SEE A906 FOR SETAILS.

T.O. PARAPET MEZZ. ROOF 20' - 0 3/4"

VESTIBULE V1

EXTERIOR GROUND FACE CMU WALL BEYOND

VESTIBULE

LOBBY

V1

--

VESTIBULE DRAWING NO.:

V1

A403.00 Sheets in Contract Set: 69 OF 160

1

CANOPY CROSS SECTION DETAIL

A403.00 SCALE: 1 1/2" = 1'-0"

2

METAL PANEL CONDITION AT VESTIBULE

A403.00 SCALE: 1 1/2" = 1'-0"

3

METAL PANEL CONDITION AT LOBBY

A403.00 SCALE: 1 1/2" = 1'-0"

Sheets in DOB Set: 55 OF 138

11/22/2019 9:41:46 AM

LINE OF EXTRUSION BEYOND

ZYSCOVICH ARCHITECTS KINGSWOOD 2 BROOKLYN - MIXED USE

• THIS WAS A NEW CORE AND SHELL PROJECT, WITH A CELLAR MERCANTILE LEVEL, TWO ABOVE GRADE MERCANTILE LEVEL AND THREE BUSINESS LEVELS ABOVE. TOTAL GROSS FLOOR AREA 94,000 SF. • ON THIS PROJECT I WORKED ON THE CD SET CREATING DOOR, WINDOW SCHEDULES, STOREFRONT SCHEDULES, INTERIOR BATHROOM ELEVATIONS AND SCHEDULES, ENLARGED STAIR PLAN AND SECTIONS, ZONING SECTION AND DIAGRAMS, BUILDING AREA, ZONING AREA TABULATIONS, BUILDING ELEVATIONS AND SECTIONS, AND LIFESAFETY PLANS.

Structural Engineers

DESIMONE

140 BROADWAY, 25TH FLOOR NEW YORK, NEW YORK 10005 T. 212.532.2211 F. 212.481.6108

S G KIN

M/E/P Engineers

AY W H G I H

Engineering D.P.C. / we engineer success 116 West 32nd Street, 12th Floor, New York, N.Y. 10001 P 212.643.9055 F 212.643.0503 www.mgedpc.net

4 STORY

ISSUED FOR CONSTRUCTION

4 STORY

4 STORY 4 STORY

4 STORY

BLOCK 6796 LOT 6

4 STORY BLOCK 6796 LOT 5 4 STORY BLOCK 6796 LOT 104 BLOCK 6796 LOT 103

200' - 0"

BLOCK 6796 LOT 2

BLOCK 6796 LOT 3

BLOCK 6796 LOT 1

1 STORY

1 STORY

1 STORY

1 STORY

1 STORY

1 STORY

Project

1 STORY 1 STORY 200' - 0"

.

BLOCK 6796 LOT 7

1712 East 14 Street

BLOCK 6796 LOT 8

KINGSWOOD 2

4 STORY

IRE-NG 1715 E.13TH STREET, LLC

4 STORY

1 STORY

20' REAR YARD

2" GAS

18' - 2 1/2"

Architect

BLOCK 6796 LOT 9

PROPOSED 5 STORY ABOVE GRADE BUILDING LOT AREA 22,248 SF BUILDING AREA 21,100 SF LOT COVERAGE 95%

Reg. No.030993

EXIST 6" SANITARY SEWER 6" WATER

103' - 3"

EXIST 8" STORM SEWER

14TH STREET

re ROOF ACCESS g He a T r Ente

110' - 0"

13TH STREET

CANOPY

GROUND LEVEL FINISH FLOOR = +23.3' NAVD

CON ED VAULT

6" WATER LINE

Seal

EXIST 8" STORM SEWER

COPYRIGHT 2014 ZYSCOVICH, INC

21' 0"

CON ED POE

UP 20' REAR YARD 18' - 9 1/4"

100' - 0" BLOCK 6796 LOT 75

BLOCK 6796 LOT 1001

DISTRICT BOUNDARY 4 STORY

ASSUMED RELOCATED BOUNDARY

BY NYC ZONING 77-11

ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ZYSCOVICH, INC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT

BY THE AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO ZYSCOVICH, INC. REPRODUCTIONS OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF ZYSCOVICH, INC IS PROHIBITED.

DATE

DESCRIPTION

05-03-18

ISSUED FOR ENVELOPE

06-07-18

FINISH PACKAGE

100' - 0" 1 STORY

7 STORY

PROPOSED SITE PLAN

1

SITE PLAN.

A-110.01 Scale: 1/16" = 1'-0"

SHEET

1484NYK2

10 OF 16

06.07.2018

A-110.01

PROJECT INFORMATION PROJECT TEAM OWNER PROPERTY LINE

COMPANY

INFINITY REAL ESTATE GROUP

ZYSCOVICH, INC.

INITIAL SETBACK-NARROW STREET

CONTACT

ERIK LANG

BEN KARTY

TITLE

PROJECT MANAGER

PROJECT MANAGER

ADDRESS

1407 BROADWAY, 30TH FLOOR NEW YORK, NY 10018

2710 LAFAYETTE STREET NEW YORK, NY 10509

PHONE

212 695 6666 x111

212 343 0044 X 1308

ELEVATOR BULKHEAD COMPLIES W/ 33-42 (F)(1) OF NYC ZONING CODE

14' - 0"

79' - 0 11/16"

14' - 4"

40'-0"

18'-5 3/4"

14TH STREET

40'-0"

13TH STREET

14' - 4" 18' - 0"

D

D

4

AUTHORITY HAVING JURISDICTION

18' - 0"

YAR

MAIN ROOF LEVEL EL: + 102' - 3"

FIFTH LEVEL EL: + 87' - 11" FOURTH LEVEL EL: + 50' - 4"

BUILDING DEPARTMENT JURISDICTION

ZONING DIAGRAM

SECTION DIAGRAM

3

T-100.00 Scale:

CODE

GROUND LEVEL EL: + 23' - 3" EXISTING ACL EL: + 23' - 2 1/4"

SEE SHEET A-100 FOR CALCULATION

T-100.00 Scale: 1/32" = 1'-0"

FDNY

APPLICABLE CODES

CELLAR LEVEL EL: + 9' - 9"

CONSTRUCTION IN REAR YARD

FIRE DEPARTMENT

NYC DOB

THIRD LEVEL EL: + 59' - 3" SECOND LEVEL EL: + 41' - 3"

13' - 6"

YAR

40'-0" PROPOSED BASE HEIGHT

EAR

15' - 0"

ELEVATOR MACHINE ROOM LEVEL EL: + 106' - 3"

96' - 6"

EAR

79'-5 3/4" PROPOSED BUILDING HEIGHT

"R

18'-5 3/4" HEIGHT "R

18'-5 3/4" HEIGHT

20' -0

ELEVATOR MACHINE ROOM ROOF EL: + 116' - 3"

14' - 4"

10' - 0"

15' - 0"

20' -0

ARCHITECT

YEAR

AUTHORITY/JURISDICTION

BUILDING

NEW YORK CITY BUILDING CODE

2014

BUILDING OFFICIAL

ACCESSIBILITY

ICC A117.1

2010

BUILDING OFFICIAL

LIFE SAFETY

NEW YORK CITY BUILDING CODE

2014

BUILDING/FIRE OFFICIAL

FIRE PREVENTION

NEW YORK CITY FIRE CODE

2014

BUILDING/FIRE OFFICIAL

ENERGY

NEW YORK CITY ENERGY CODE

2014

BUILDING OFFICIAL

ELECTRICAL

NEW YORK CITY ELECTRICAL CODE

2014

BUILDING OFFICIAL

MECHANICAL

NEW YORK CITY MECHANICAL CODE

2014

BUILDING OFFICIAL

PLUMBING

NEW YORK CITY PLUMBING CODE

2014

BUILDING OFFICIAL

GAS

NEW YORK CITY FUEL GAS CODE

2014

BUILDING OFFICIAL

ZONING

NEW YORK CITY ZONING CODE

BUILDING OFFICIAL

-.

PROPERTY

KI N G

4 STORY

WAY H G I SH 4 STORY

4 STORY 4 STORY

4 STORY 4 STORY

4 STORY 4 STORY

4 STORY BLOCK 6796 BLOCK 6796 LOT 8 BLOCK 6796 LOT 7

4 STORY 4 STORY

4 STORY

1 STORY

1 STORY

1 STORY

26' - 0"

BLOCK 6796 LOT 5

4 STORY 4 STORY

1 STORY

1 STORY

1 STORY

1 STORY

BLOCK 6796 LOT 2

BLOCK 6796 LOT 1

174' - 0" 18' - 3 3/4"

18' - 3 3/4"

148' - 10 5/8"

92' - 7 1/2" 30' - 0"

20' - 0"

2' - 6"

33' - 4 3/4" ZR-36-683

13TH STREET

22,248 SF

13TH STREET FRONTAGE

103'-3"

14TH STREET FRONTAGE

110'-0"

13TH STREET WIDTH

60'-0"

14TH STREET WIDTH

60'-0"

LOT AREA TABULATION +100 x 110 =11,000 sf +100 x 111.7 =11,170 sf +34.4 x 11 = 189.2 sf - 26 x 8.5 = 110.5 sf LOT AREA 22,248 sf

REQUIREMENT

REFERENCE

ZONE

C4-4A / R7A, SEE NOTE 1

ZONING MAP 22D

PERMITTED USES

5,6,8,9,10,12

32-00, SEE NOTE 3

PROPOSED 6, 10 (OFFICE & MERCANTILE)

LOT COVERAGE

NA

OPEN SPACE

NA

35-23 SEE NOTE 12, 23-153 SEE NOTE 4 35-30 SEE NOTE 11

FLOOR AREA RATIO

4

33-122, SEE NOTE 2, 4

ALLOWABLE FLOOR AREA

22,248 X 4(FAR) = 88,992 SF

LOT AREA 22,248 * FAR 4

88,678 SF

70% OF STREET WALL <8 FT FROM STREET LINE

35-651. SEE CALCULATION

14 STREET 100% 13TH STREET 85%

40'-0"

0 0 <4

MIN BASE HEIGHT

40'-0"

23-662, SEE NOTE 4, 35-65

MAX BASE HEIGHT

65'-0"

23-662, SEE NOTE 4, 35-65

MAX BUILDING HEIGHT

80'-0"

23-662, SEE NOTE 4, 35-65

79'-0"

PERMITTED OBSTRUCTION

STAIR / ELEVATOR BULKHEAD

33-42 (F)(1) , SEE NOTE 9

STAIR / ELEVATOR BULKHEAD

REAR YARD

33-23 NOTE 10

ONE STORY

WIDE STREET

10'-0"

23-662, SEE NOTE 4

NA

NARROW STREET

15'-0"

23-662, SEE NOTE 4

15'-0" @ 14th St. 20' @ 13th St.

FRONT

NONE

-

NONE

SIDE

0'-0" or >8'-0"

33-25, 33-293, SEE NOTE 5

0

REAR

20'-0"

33-303 (C), SEE NOTE 6

20'-0" REAR YARD

(2) NEW TREES TO BE PLANTED

22' - 9"

INITIAL SETBACK

20' - 0" REAR YARD

42' - 10 1/4"

PARKING 100' - 0"

SEE NOTE 6

YARD REQUIREMENTS

BLOCK 6796 4 STORY LOT 1001

2" 0 1/

7 STORY

A C4 - 4 R 7A

LOT AREA

20' REAR YARD

100' - 0" BLOCK 6796 LOT 75

9

HEIGHTS

1 4' -

BLOCK 6796 LOT 75

LOT

SEE NOTE 6

0"

UP

6796

STREET WALL LOCATION

PROPOSED 5 STORY ABOVE GRADE BUILDING LOT AREA 22,248 SF BUILDING AREA 21,100 SF LOT COVERAGE 95% FINISH FLOOR = +23.3' NGVD

98' - 9 1/4"

100' - 0"

SEE NOTE 6

2 1' -

100' - 0"

20' REAR YARD

23' - 0"

SEE NOTE 8

BLOCK 6796 4 STORY LOT 1001

1 STORY

BLOCK 6796 LOT 9

PROPERTY LINE EXISTING FOUNDATION WALL TO REMAIN

1 STORY 1 STORY

ROOF ACCESS

103' - 3"

103' - 3"

REMOVE 3 LEVEL CONCRETE W/ BRICK CLADDING PARKING STRUCTURE ON GRADE; DASHED LINES INDICATE LIMITS OF STRUCTURE

1 STORY

200' - 0"

116' - 3"

EXISTING TREE TO REMAIN

1 STORY

110' - 0"

EXISTING FOUNDATION WALL TO REMAIN

14TH STREET

REMOVE 1 LEVEL METAL SHED; DASHED LINES INDICATE LIMITS OF STRUCTURE 110' - 0"

8' - 5 1/4"

13TH STREET

BLOCK 6796 LOT 9

BICYCLE PARKING AS PER 36-70 10 SPACES. 9 REQUIRED AND 10 PROVIDED.

PROPERTY LINE

BLOCK

BLOCK 6796 LOT 5

1 STORY

1 STORY

1712 EAST 14TH STREET, BROOKLYN, NEW YORK

BULK REGULATIONS 1 STORY

1 STORY

1 STORY

BLOCK 6796 LOT 3

BLOCK 6796 BLOCK 6796 LOT 104 LOT 103

ADDRESS

ZONING

LOT 6

- 0"

1 STORY

BLOCK 6796 LOT 3

BLOCK 6796 LOT 103

BLOCK 6796 LOT 104

BLOCK 6796 BLOCK 6796 LOT 8 BLOCK 6796 LOT 7

2 00 '

BLOCK 6796 LOT 1

4 STORY

LOT 6

4 STORY

BLOCK 6796 LOT 2

4 STORY

20' - 0"

4 STORY

14TH STREET

K

H I N GS

AY IGHW

AREA SUBJECT TO ZONE C4-4A PER NYC ZONING 77-11 SEE NOTE 1

7 STORY

REQUIRED PARKING

NOT REQUIRED FOR USE GROUP 6, 10

36-21, SEE NOTE 7

NOT REQUIRED FOR USE GROUP 6, 10

BICYCLE

1 PER 10,000 SF OF # FLR AREA#

36-70 SEE CALC.

10 SPACES

LOADING REQUIRED OFFICE LOADING

0 FOR <100,000 SF SEE CALC.

36-62

REQUIRED RETAIL LOADING

2 FOR >40,000 SF & <100,000 SF SEE CALC.

0 FOR <100,000 SF 36-62

2

NOTES:

1

EXISTING CONDITIONS SITE PLAN

T-100.00 Scale: 1" = 30'-0"

2

PROPOSED SITE PLAN

T-100.00 Scale: 1" = 30'-0" STREET TREE CALCULATION (SEE NOTE 13) BICYCLE CALCULATION 36-70 1 PER 10,000 SF OF 90,178 SF=9

LOADING BERTH CALCULATION 36-62 2 FOR >40,000 SF & <100,000 SF TOTAL SF= 90,178

F.A.R. CALCULATION TABLE FLOOR

GROSS FLR. AREA

MECHANICAL DEDUCTION

NET FLR. AREA F.A.R.

CELLAR GROUND 2ND FLR. 3RD. FLR. 4TH FLR. 5TH FLR. ROOF

21,230 21,100 20,191 17,228 17,228 17,228 1,103

1,582 278 306 432 473 516 1,103

19,648 20,822 19,885 16,796 16,755 16,712 0

.88 .93 .89 .75 .75 .75

TOTAL

115,308

4,690

110,618

4.95

TREES PLANTED OFF-SITE (33-03) NEW TREES PLANTED ON SITE EXISTING TREE ON SITE

(6) (2) (1)

TOTAL TREES

(9)

STREET FRONTAGE CALCULATION (35-651) 14TH STREET - 110'-0"/110'-0" =100% 13TH STREET - 92'-8 3/4" / 103'-3" = 89%

1. AS PER 77-11 MORE THAN 50% OF THE PROPERTY LIES IN C4-4A AND IS WITHIN 25 FEET OF THE DISTRICT BOUNDARY, RESIDENTIAL REGULATIONS FOR R7A DO NOT APPLY. 2. AS PER 12-10, BUILDING IS NOT CONSIDERED A "MIXED BUILDING". A "MIXED BUILDING" IS A #BUILDING# IN A #COMMERCIAL DISTRICT# USED PARTLY FOR #RESIDENTIAL USE# AND PARTLY FOR #COMUNITY FACILITY# OR #COMMERCIAL USE#.

3. AS PER APPENDIX F, BUILDING IS NOT IN AN "INCLUSIONARY HOUSING DESIGNATED AREA".

4. ZONE C4-4A IS A CONTEXTUAL DISTRICT. THE BUILDING IS SUBJECT TO "QUALITY HOUSING" BULK REQUIREMENTS FOR HEIGHT AND SETBACK ONLY. THE PROPOSED BUILDING HAS NO RESIDENTIAL COMPONENT SO IS NOT SUBJECT TO THE "LOT COVERAGE" REQUIREMENTS. 5. AS PER 33-293 THE COMMERICAL DISTRICT BOUNDARY DOES NOT BACK ON TO A RESIDENTIAL REAR LOT LINE. NO 8' SETBACK REQUIRED. 6. 20' REAR YARD PROVIDED. 33-23 (b)(3) 7. OFFICE USE PRC-B1 (USE GROUP 6), CLOTHING STORE PRC-B (USE GROUP 6). PER ZR 36-21 USE GROUP 10, NO PARKING IS REQUIRED IN ZONE C4-4A. 8. PER DOT DESIGN GUIDELINES, THE MAXIMUM WIDTH OF THE CURB CUT INCLUDING SPLAYS IS 30'. THE DISTANCE BETWEEN ANY 2 CURB CUTS IS 5 FEET. 9. BULKHEADS LOCATED LESS THAN 10 FEET AWAY FROM THE STREET WALL SHALL HAVE AN AGGREGATE WIDTH OF STREET WALL OF BULKHEADS WITHIN 10 FEET TIMES THE BULKHEAD’S AVERAGE HEIGHT, IN FEET, NOT EXCEEDING FOUR TIMES THE WIDTH, IN FEET, OF THE BUILDING’S STREET WALL. 10. ONE STORY CONSTRUCTION PERMITTED AS PER 33-23, NOT USED FOR SLEEPING AND IS LESS THAN 23 FEET. EXCEPTION (b)3 11. NO RESIDENTIAL WITHIN SCOPE 12. AS PER 35-23 BULK REGULATIONS FOR C4-4A EQUIVALENT TO R7A 13. BASED ON PARKS DEPARTMENT REQUIREMENTS, ONLY 2 CAN BE PLANTED. 1 PER 25 FEET=9 TREES

DATE

DESCRIPTION

04-22-16

DESIGN DEVELOPMENT SET

07-29-16

ISSUED FOR 100% DD

08-05-16

ISSUED FOR DD

08-31-16

ISSUED FOR 100% DD

09-23-16

ISSUED FOR PRICING

10-14-16

ISSUED FOR 75% CD

11-18-16

ISSUED FOR 100% CD

01-24-17

ISSUED FOR CONSTRUCTION

ZONING

SHEET

1484NYK2

2 OF 57

11.18.2016

T-100.00

ZYSCOVICH ARCHITECTS LEGOLAND / SEALIFE NEW JERSEY - RETAIL

• LEGOLAND/SEALIFE RETAIL PROJECT LOCATED INSIDE THE MASSIVE AMERICAN DREAM MALL IN NEW JERSEY. TOTAL GROSS FLOOR AREA 100,00 SF. • ON THIS PROJECT I WORKED ON INTERIOR ELEVATIONS, INTERIOR DETAILING, BATHROOM FIXTURES AND SCHEDULES, FLOOR / WALL / CEILING FINISH LEGEND , ROOM FINISH SCHEDULES AND WALL TYPES.

1

2

4

5

6

7

3

F

F

A08

2

A09

A10

A-301.00

5.

6.

7.

1.1

1.1

1.1

8.

2.5 9.

10.

11'-3 3/4"

1.1

2.5

4"

13.

60'-7 1/4"

14.

15.

4"

5'-8 1/2"

66'-3 3/4"

17'-3"

5'-5 3/4"

11.

12.

17'-2 1/2"

4"

16.

1.0

RETAIL STORAGE 3.09 2.5

17.

E

18.

FEC

5'-6 3/4"

19.

D101

21.

ALIGN

4'-4 1/2"

20.

D102

4"

2.5

1.1

2.0

4"

2.0

4"

FIRE CORRIDOR 2.09

1'-4"

4'-4 1/2"

4"

27'-5 1/2"

3.0

27'-11 1/2" 22.

EX-L7

8'-3 1/4"

10 3/4" PLAY PLUS 3.11

23.

D103

STAIRCASE S1.05

24.

FEC

E

4"

3.0

One South Wacker Drive 37th Floor Chicago, IL 60606 (312) 201-7408 Tel

3.

4.

M/E/P Engineers COSENTINI ASSOCIATES

EXISTING EXIT ACCESS CORRIDOR

5-7 Meadfoot Road Torquay, Devon TQ1 2JP United Kingdom +44 1803 213553

2.

Structural Engineers DESIMONE CONSULTING ENGINEERS

GC TO PROVIDE SHOP DRAWINGS AND/OR SUBMITTALS FOR ARCHITECT'S APPROVAL FOR ALL FINISHES, MILLWORK, HARDWARE AND OTHER SUPPLIED COMPONENTS. IN THE CASE OF DISCREPANCY BETWEEN THE ARCHITECT'S AND ENGINEER'S DRAWINGS, THE MORE STRINGENT, HIGHER QUANTITY, OR HIGHER QUALITY SHALL PREVAIL. CONTRACTOR IS TO INFORM ARCHITECT OF ANY DISCREPANCIES PRIOR TO SUBMITTED BID. GC TO VERIFY ALL DIMENSIONS OF MILLWORK AND FIXTURES WITH ARCHITECT PRIOR TO INSTALLING SAME. GC TO PATCH AND PAINT ALL GWB AND EXPOSED AREAS OF EXISTING WALLS AND COLUMNS AND MAINTAIN EXISTING FIRE RATINGS. GC TO BUILD OUT ALL EXISTING WALLS/COLUMNS TO BE FLUSH WITH NEW WHERE REQUIRED. GC TO VERIFY THE MAXIMUM DEPTH OF ANY PENETRATIONS OR ANCHORS INTO THE SLAB OR CEILING DECK WITH LANDLORD PRIOR TO INSTALLATION. ALL WALL AND CEILING MOUNTED FIXTURES AND ACCESSORIES FURNISHED BY LEGOLAND AND INSTALLED BY GC. GC TO COORDINATE WITH LEGOLAND FIXTURE FABRICATOR FOR FINAL DIMENSIONS. ALL PENETRATIONS AT GWB PARTITION WALLS, WALL FURRING, KNEE WALLS, AND BULKHEADS ARE TO BE THOROUGHLY SEALED IN A MANNER APPROPRIATE TO WALL TYPE PENETRATED (I.E. WEATHER TIGHT, ACOUSTICALLY TREATED, NON-RATED, AND UL FIRE-RATED).

EXPOSED GWB TO BE SEALED, TAPED, BEDDED, AND SANDED FOR BEST APPEARANCE. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, GC TO INSTALL COMPONENTS AT MOUNTING EIGHTS REQUIRED BY THE CURRENT ANSI OR ADA GUIDELINES AND APPLICABLE GOVERNMENT REGULATIONS. REFER ANY QUESTIONABLE MOUNTING EIGHTS TO ARCHITECT FOR FINAL APPROVAL. ALL THERMAL AND ACOUSTICAL INSULATION TO HAVE A FLAME SPREAD INDEX OR NOT MORE THAN 25.

GC TO COORDINATE ALL DEVICE (THERMOSTATS, STROBES, SWITCHES, OUTLETS, ETC.) LOCATIONS WITH THEMING AND GRAPHIC ELEMENT AND LEGOLAND AND/OR ARCHITECT BEFORE INSTALLATION. DIMENSIONS GIVEN ARE TO FINISH FACE UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL LAYOUT HIS OR HER OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, ELECTRICAL, ETC.) GC TO OBTAIN ARCHITECT'S APPROVAL OF LAYOUT BEFORE START OF CONSTRUCTION OF STUD PARTITIONS. ALL CONTRACTORS MUST BE APPROVED BY BUILDING MANAGEMENT AND ALL CONTRACTORS TO COMPLY WITH MANAGEMENT CONSTRUCTION STANDARDS AND BUILDING RULES. GC IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL BLOCKING AT ALL WALL AND CEILING HUNG FIXTURES, EQUIPMENT, ACCESSORIES, ETC. ALL MAIN AND BRANCH SPRINKLER LINES, ELECTRICAL AND PLUMBING LINES AND MECHANICAL DUCTS ARE TO RUN AS HIGH AS POSSIBLE WITHIN STRUCTURE, ABOVE WHERE POSSIBLE. EACH SUB-CONTRACTOR AND CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY SPACING AND SUPPORTING ALL ITEMS FROM THE STRUCTURE ABOVE FOR GRAVITY LOADS AND TO RESIST SEISMIC MOVEMENTS AS REQUIRED BY ALL APPLICABLE CODES. ANY BRACING WITH A SIGNIFICANT VISUAL IMPACT IS SUBJECT TO THE ARCHITECT'S APPROVAL. GC TO REPAIR OR REPLACE ANY MISSING OR DAMAGED FIREPROOFING REQUIRED BY CODE ON ANY STRUCTURAL STEEL DURING CONSTRUCTION BUT PRIOR TO COMPLETION OF CONSTRUCTION. ALL PLYWOOD BLOCKING AND BACKING TO BE PRESSURE-TREATED AND FIRE-TREATED LUMBER IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2015 NEW JERSEY EDITION. GC TO REFER TO MEP DRAWINGS FOR ANY ACCESS PANELS NOT INDICATED ON ARCHITECTURAL DRAWINGS. GC IS RESPONSIBLE FOR COORDINATION OF ALL ACCESS PANEL LOCATIONS WITH ALL TRADES AND IS TO OBTAIN ARCHITECT'S APPROVAL OF ACCESS PANEL LOCATIONS BEFORE INSTALLATION. GC IS NOT TO SCALE FROM DRAWINGS AND ANY DIMENSIONAL DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. ALL INTERIOR AND EXTERIOR DOOR HARDWARE IS TO COMPLY WITH LOCAL, STATE, FEDERAL, AND AMERICANS WITH DISABILITIES ACT REQUIREMENTS, WHETHER OR NOT IT IS SPECIFICALLY INDICATED IN HARDWARE NOTES OR SPECIFICATIONS. THIS INCLUDES, BUT IS NOT NECESSARILY LIMITED TO DOOR CLOSERS, LATCH SETS, LOCKSETS, PRIVACY SETS, PANIC HARDWARE, CONTROLLERS, AUTOMATIC BOLTS AND DOOR-MOUNTED ELECTRIC STRIKES AND ALARMS. ALL EXPOSED CONDUITS, PIPES, JUNCTION BOXES, ROOF SCUTTLES, GALVANIZED SHEET METAL, ETC. AS A PART OF INTERIOR FITTING, ABOVE THE ROOF IN MID-FIELD AREAS AND ON BACKS OF PARAPETS ARE TO BE THREE (3) COAT PAINTED WITH COLOR TO BE SELECTED BY ARCHITECT. MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED, INSTALL COMPONENTS AT MOUNTING HEIGHTS REQUIRED BY THE MOST RECENT ISSUE OF THE AMERICANS WITH DISABILITIES ACT AND APPLICABLE STATE REGULATION FOR ANY PARTICULAR APPLICATION INDICATED. REFER ANY QUESTIONABLE MOUNTING HEIGHT DECISIONS TO THE ARCHITECT FOR FINAL DECISION. PROVIDE TEMPERED GLAZING IN HAZARDOUS LOCATIONS AS INDICATED IN THE INTERNATIONAL BUILDING CODE 2015 NEW JERSEY EDITION SECTION 2406.1 IN ACCORDANCE WITH CPSC STANDARD NO. 16-CFR.

Design Architects KAY ELLIOTT

1.

140 BROADWAY, 25th Floor New York, NY 10005 New York, NY 10005 (212) 532-2211 Tel

CONSTRUCTION NOTES

1 A-904.00

.00 4 0 A-9

53'-11"

22'-5 3/4"

3.

4.

5.

6.

7.

8.

9.

3'-0"

D

3.0

4"

10.

11.

12.

PHOTO REDEMPTION COUNTERS

13.

14.

15.

16.

EXISTING STAIR

2'-6"

LOW PARTITION WALL

9

54'-6 1/4"

10'-0"

3.0

CLEAR FLOOR SPACE - SIDE APPROACH

7 8

6

0 3.0 0 6 A-

FEC

FLOOR PLAN KEYNOTES

9"

7.6

MARK

3'-5 3/4"

2'-3 3/4"

20'-6 1/2"

7.6

1 3

1 26'-8 1/4"

0"

ALIGN

FEC

TYP.

2'-10 3/4"

PHOTO REDEMPTION S1.04

3'-3 1/4"

7'-11"

10'-8 1/4"

7.6

4'-4 1/2"

4'-9 1/4"

10'-0 1/2"

4"

1'-9 1/4" ALIGN

28'-0"

4 5 6

1.0 7.6

7 8 9 10 11 13 14 15 16

7.6

STAFF BYPASS

D108

7.6

27'-2 3/4" 3.0

3.0

ALIGN

9"

6'-0 1/2"

7 1/4"

ALIGN

4'-0"

2'-1"

AD

TYP.

6'-6 1/2"

7.6

7.6

3'-5" 3.0

C ELEVATOR 3

STORE S2.01

ELEVATOR 2

ELEVATOR 1

17 20 3.0

D107

1.0

2'-6"

7.0

4 A-903.00

21 22 23

5'-2 1/2"

ALIGN

3.0

CLEAR FLOOR SPACE - SIDE APPROACH

24 26 27

FEC

3.0

2'-6"

4'-0"

ALIGN

7.6

D

NOTES SAW CUT OPENING IN EXISTING SLAB. COORDINATE SIZE AND LOCATION WITH MECHANICAL DUCT RISERS. SEE STRUCTURAL DRAWINGS FOR DETAILS. NON-RETURN ACCESS GATE. MODEL NUMBER: GLOBAL INDUSTRIES 2001-S-EX AND 2002-S-EX. PROVIDED AND INSTALLED BY G.C. CENTER WINDOW WITH THEMING ABOVE PROJECTOR BY OTHERS. G.C. TO COORDINATE MOUNTING AND POWER REQUIREMENTS PROVIDE SLOPED CONCRETE TO MEET CHANGE IN FLOOR LEVEL. PROVIDE AN ADA COMPLIANT SMOOTH TRANSITION TO ALLOW FOR SHEET FLOORING TO RAMPS INSIDE BUILDING. COORDINATE OPENING WITH THEMING AND KITCHEN EQUIPMENT COORDINATE OPENING WITH THEMING AND MILLWORK CENTER OPENING WITH CANOPY ABOVE THEMED CANOPIES, REFER TO THEMING DRAWINGS AND STRUCTURAL DRAWINGS COORDINATE OPENING WITH THEMING AND MILLWORK RIDE CONSOLE, COORDINATE WITH THEMING COORDINATE OPENING WITH THEMING AND MILLWORK OPERABLE PARTITION. REFER TO STRUCTURAL DRAWINGS AND SPECIFICATIONS. PHYSICAL PLAY STRUCTURE TO BE LOCATED IN THIS AREA. STRUCTURE TO BE KEPT 5' FROM ANY ADJACENT WALL. REFER TO PLAY REVOLUTION DRAWINGS AND STRUCTURAL DRAWINGS. REFER TO ALTERFACE DRAWINGS, ELECTRICAL AND STRUCTURAL FOR WORK IN THE DARK RIDE. REFER TO THEMING, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATIONS OF FLOOR DRAINS, WATER AND POWER IN THIS AREA. MOP SINK, TYP. PROVIDE FRP AT WALLS ADJACENT TO MOP SINK.COORDINATE WITH PLUMBING DRAWINGS. THEMING ITEM THAT REQUIRES POWER. REFER TO THEMING, ELECTRICAL AND A/V DRAWINGS FOR LOCATIONS OF THEMING ITEMS THAT REQUIRE POWER. EXISTING EXIT STAIR. HARDWARE ,LIGHTING AND EXIT SIGNAGE ASSOICATED WITH STAIR TO REMAIN. MAINTAIN EXISTING FIRE RATED PARTITIONS AND DOORS AT ALL EXISTING EXIT STAIRS. EXISTING ELEVATOR/MECHANICAL SHAFT OUTSIDE OF LEASE AREA TO REMAIN. MAINTAIN EXISTING FIRE RATED ASSEMBLIES. COORDINATE OPENING WITH THEMING AND MILLWORK LOCKERS BY G.C. SECUEA COIN LOCKERS MODEL 3-12-18-24 W/ OPTIONAL HANDICAPPED ACCESS ACCESSORIES. PROVIDE FILLER PIECES. 12 UNITS TOTAL.

Project

4"

13

REFER TO OWNER'S THEMING DRAWINGS FOR LOCATIONS OF ALL THEMING ELEMENTS AND GRAPHICS. COORDINATE ALL DIMENSIONS WITH THEMING DRAWINGS, CONTRACTOR TO VERIFY EXISTING DIMENSIONS IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES THAT IMPACT THEMING AND ANY AMUSEMENT REQUIREMENTS. INTERIOR DIMENSIONS ARE TO CENTER LINE/FACE OF OF STUDS AND TO GRID LINES. CENTER LINES OF COLUMNS AND GRID, CONTRACTOR TO VERIFY LOCATIONS ON FIELD. DIMENSIONS TO EXISTING INTERIOR WALLS ARE TO FINISH FACE OF EXISTING WALL. DIMENSIONS TO ALL DOORS, WINDOWS AND OPENINGS ARE TO CENTER OF OPENING, UNLESS NOTED OTHERWISE. DIMENSION STRINGS NOTED AS CLEAR (CLR.), MIN. OR MAX. ARE TO FINISH SURFACE. LOCATE COLUMN WRAP WALLS AS CLOSE TO EXISTING COLUMNS AS POSSIBLE UNLESS DIMENSIONED OTHERWISE. WET AREAS: (RESTROOMS), FOOD SERVICES, GLASSES WASH, ETC.): THE GC SHALL USE MOLD RESISTANT GWB AND INSTALL A WATERPROOF MEMBRANE. THE CONTRACTOR SHALL USE A 30 MIL POLYETHYLENE CLEAVAGE MEMBRANE (EQUAL TO NOBLESEAL TS) INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND ANSI A108. MEMBRANE MUST BE EXTENDED UP THE WALL A MINIMUM OF 4" OR EQUAL TO THE HEIGHT OF THE FLOOR BASE. REFER TO A-800 SERIES SHEETS FOR DOOR TYPES, WINDOW TYPES AND DOOR HARDWARE SCHEDULE. DEMISING WALLS BETWEEN TENANT SPACES SHALL COMPLY WITH THE 2015 IFC FIRE PARTITIONS SECTION _____ ALL PENETRATIONS THROUGH FIRE BARRIERS AND FIRE PARTITIONS SHALL COMPLY WITH 2015 IFC NEW JERSEY EDITION. SECTIONS INCLUDING PENETRATION AND FIRE-RESISTANT JOINT SYSTEM, REFERENCE SPEC SECTION 078400. DUCTS AND AIR TRANSFER OPENINGS SECTION, REFERENCE SECTION 717; OPENINGS PROTECTION, REFERENCE SECTION 716.

REFER TO A-700 SERIES SHEETS FOR FINISHES AND WALL PARTITION TYPES. ALL CONCRETE PATCHING MUST BE LEVEL WITH THE EXISTING CONCRETE FLOOR. REFER TO A/V DRAWINGS FOR LOCATION OF ALL A/V ITEMS. ALL HANDRAILS TO EITHER RETURN TO WALL OR TO POST.

C

Architect of Record

11

3'-0"

31'-3 1/2"

A-904.00

D109

1.

2.

3.0

30'-6 3/4"

MM PRODUCTION ROOM 3.10

12

FLOOR PLAN GENERAL NOTES:

1.0

9'-1 3/4"

3.0

12'-0 3/4"

LDC RETAIL 3.08

P. LAM. WORK SURFACE W/ WALL MOUNTED UPPER SHELVES. 25'-11"

12'-3"

23

ADMISSIONS S1.01

4"

11 A-903.00

CONSTRUCTION LEGEND

10

6'-11"

ADMISSIONS DESK

A-903.00

ADMISSIONS DESK S1.02

EXISTING WALLS

3.0

7.6 TYP.

4 B

11'-3 3/4"

2'-2 1/2"

4"

16'-6"

3 10'-11 1/2"

2'-2 1/2"

101

DOOR NUMBER, SEE DOOR SCHEDULE

A-100

NEW PARTIAL HEIGHT WALL

ROOM 1.01

ROOM LABEL

FEC

FIRE EXTINGUISHER

NEW PARTIAL HEIGHT WALL

32'-9 1/2"

AD.5

PARTITION TYPE

#

2'-2"

7.6 TYP.

NEW FULL HEIGHT WALL

1t

A-802.00

Seal

4'-0"

CASHIER

CLEAR FLOOR SPACE - SIDE APPROACH

COPYRIGHT 2018 ZYSCOVICH ARCHITECTS ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ZYSCOVICH ARCHITECTS. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY THE AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO ZYSCOVICH ARCHITECTS. REPRODUCTIONS OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF ZYSCOVICH ARCHITECTS IS PROHIBITED.

1.0

A-802.00

28'-7 1/4"

Rev

Date

1

03.19.18

4.6

B

Note

ISSUED FOR DCA FILING

2 A-802.00 1 A-903.00

EXIT #1

1

ISSUED FOR CONSTRUCTION

.00 2 0 A-8

A

1

LEVEL 1 - FLOOR PLAN

A-103.00 Scale: 1/4" = 1'-0"

1

2

3

4

5

6

7

A

LEVEL 1 FLOOR PLAN 1767NJLD

05-18-2018

A-103.00

1

2

4

5

6

7

3

A09

TOILET ACCESSORIES

6"

7'-4" 1'-6"

1'-5 1/2"

4'-4"

6 1/2"

5'-0 1/4"

7'-8 1/4"

TA3.6

WC

1'-4"

TA2

TA12

A09

TA10

AE.2

NOTES:

TA3.6

TA7

TA3.5

1

TA3.4

WC

WOMEN'S 3.06 188 SF [17.5 m²]

TA3.5

EQ

TA2

A-6

EQ

9

TA8.2

01.

00

WC

TA1

6 8

TA7.2

7 A

TA3.5

TA10.1

2 4

3

.00 1 0 A-6

FAMILY 3.07 63 SF [5.9 m²]

TA10.1

TOILET ROOM FINISHES

12'-8 1/2"

3'-10 3/4"

EQ

4'-8"

6" 6"

3"

1'-0"

2'-0"

NO.

FAMILY 3.07

TA7 TA7

TA3.4

2'-7"

TA1

3'-2 1/4"

6"

1'-6"

6"

TA8.2

WC

1'-5 1/2"

TA10.1

EQ

1'-5 1/2"

D022

E

G.C. TO PROVIDE F.R. BLOCKING BEHIND ALL TOILET ROOM ACCESSORIES.

7'-4"

TA10

D022

TA2 TA3.5

3'-0 3/4"

1'-5 3/4"

D020

6

6'-6 1/2"

3/4"

6"

TA2

2'-10"

3'-4"

2'-10" 3'-4"

3'-9"

3'-4"

MODEL/MFR.

NO.

1

A-601.00 Scale: 1/2" = 1'-0"

DESCRIPTION

SS-1

SOLID SURFACE COUNTERTOP 4" BACKSPLASH AND 4" APRON W/ UNDERMOUNT ADA COMPLIANT LAVATORY, REFER TO MEP DWGS. FOR LAVATORY, FAUCETS, PLUMBING

CT-2

CERAMIC WALL TILE: 4" X 4" X 5/16" THINSET INSTALLATION

DALTILE; SEMI-GLOSS COLOR: APPROX. COOL GRAY C (CL 9003)

TP-1

FLOOR ANCHORED & OVERHEAD BRACED TOILET PARTITIONS (REF. SPECIFICATIONS

POWDER COATED STEEL; ACCURATE OR EQUAL COLOR; LIGHT GRAY 990 (ALL PANELS EXCEPT DOORS)

CT-3

CERAMIC WALL TILE: 4" X 4" X 5/16" THINSET INSTALLATION

DALTILE; SEMI-GLOSS COLOR: APPROX. PANTONE 485 C (CL 3020)

TP-2

TOILET PARTITION DOORS

POWDER COATED STEEL; ACCURATE OR EQUAL COLOR; CARNIVAL REED 995

CT-4

CERAMIC WALL TILE: 4" X 4" X 5/16" THINSET INSTALLATION

DALTILE; SEMI-GLOSS COLOR: APPROX. PANTONE 109 C (080 80 90)

PT-1

PAINT

DARK GREEN PANTONE APPROX. 347 C (150 40 50)

CT-5

CERAMIC WALL TILE: 4" X 4" X 5/16" THINSET INSTALLATION

DALTILE; SEMI-GLOSS COLOR: APPROX. PANTONE 300 C (260 40 45)

PT-2

PAINT

RED PANTONE APPROX. 485 C (CL. 3020)

QT-1

QUARRY FLOOR TILE & BASE

DALTILE; QUARRY TILE COLOR: TO BE DETERMINED

PT-3

PAINT

BLUE PANTONE APPROX. 300 C (260 40 45)

TB-1

CERAMIC COVE BASE

DALTILE; A-360I COLOR: TO MATCH CT-2

PT-4

PAINT

VIOLET PANTONE APPROX. 675 C (350 40 50)

.00 2 0 A-6

FINISH NOTES

INDICATES COLORED TILE RATIO N RESTROOM WALLS. -FOR EVERY (10) WHITE TILES, PROVIDE (2) CT-3 TILES, RANDOMLY SPACED -FOR EVERY (10) WHITE TILES, PROVIDE (1) CT-4 TILE, RANDOMLY SPACED -FOR EVERY (10) WHITE TILES, PROVIDE (3) CT-5 TILES, RANDOMLY SPACED

INDICATES COLORED TILE RATIO N RESTROOM WALLS. -FOR EVERY (10) WHITE TILES, PROVIDE (2) CT-3 TILES, RANDOMLY SPACED -FOR EVERY (10) WHITE TILES, PROVIDE (1) CT-4 TILE, RANDOMLY SPACED -FOR EVERY (10) WHITE TILES, PROVIDE (3) CT-5 TILES, RANDOMLY SPACED

1

AE.2

A09 CT-2

CT-2

1

1

1

7'-8 1/4"

FAMILY 3.07

EQ

5'-6"

10'-0"

TA3.4

TA4

11"

TA2

TA10.1

TA2

D019

TA12

TA3.5

6"

3'-7 3/4"

D022

5'-0"

11"

4'-4"

1'-6"

A-6 02.

00

3'-0"

1'-0"

10'-0"

TA7.2

WOMEN'S 3.06

TP-2

3'-6" 10'-0"

1'-6 1/2"

HI-LOW WATER FOUNTAIN

TA3.5

3'-8"

3'-4"

TA1 G. LEVEL (LDC) EL: + -1' - 0"

TB-1

4

ENLARGED GROUND - LEGOLAND TOILETS

G. LEVEL (LDC) EL: + -1' - 0"

FAMILY-ELEVATION 4

1

TB-1

FAMILY-ELEVATION 5

5

LOW SINK

WOMENS-ELEVATION 6

6

A-601.00 Scale: 1/2" = 1'-0"

A-601.00 Scale: 1/2" = 1'-0"

C

AE.2

CT-2

1

G. LEVEL (LDC) EL: + -1' - 0"

TB-1

A-601.00 Scale: 1/2" = 1'-0"

A-601.00 Scale: 1/2" = 1'-0"

1'-0"

1'-6"

TA8.2

6"

TA10.1

2'-10"

2'-0 1/2"

TA3.6

AE.2

E

4

TA10.1

TA1

C

DALTILE; A-360I COLOR: TO MATCH CT-2

D

TA10.1

1

MODEL/MFR.

INTERCERAMIC TILE; METALLIC II COLOR: PEWTER

FINISH NOTES

FAMILY-ELEVATION 3

3

DESCRIPTION

FAMILY 3.07

2

SURFACE MTD. STAINLESS STEEL ANGLE FRAME STANDARD 1/4" GLAZING DUAL ACCESS SURFACE MTD. WALL HUNG - REFER TO ELEVATION FOR SIZE SURFACE MTD. LAVATORY MTD. RECESS MTD. MOUNTED WITH ADA COMPLIANT RECESS KIT 40502

TOILET ROOM FINISHES

TA1

WC

18"X36" CUSTUM, SEE SPECS

9'-0 1/2"

11 12 13 1

TA3.5

EQ

1'-5 1/2"

MENS 3.05 189 SF [17.5 m²]

1'-5 1/2"

5

VESTIBULE 3.04 137 SF [12.7 m²]

LOW SINK

14'-5 1/2"

FAMILY-ELEVATION 2

7'-2 1/2"

14'-3"

WC

3

G. LEVEL (LDC) EL: + -1' - 0"

TB-1

TB-1

A-601.00 Scale: 1/2" = 1'-0"

TA11

1'-5 3/4"

18" LONG 42" LONG 36" LONG

19'-0"

3'-0 3/4" 1'-6 1/2"

TA12

3'-2 1/4"

1'-7"

EQ

1'-0"

2

URINAL

6'-4 1/2"

1'-6 1/2"

D

G. LEVEL (LDC) EL: + -1' - 0"

1'-6"

6"

6"

31'-3 3/4"

D021

TA1

3'-2 1/4"

EQ

1'-7"

2'-6"

TA1

URINAL

F

CERAMIC FLOOR TILE: 12" X 12" X 5/16" THINSET INSTALLATION

TA11

TA2

WC

0030 0477-SM 3800 3800 3800 3800 9012 XL-SB 0852 0852 8287 9012 0332 20452 XL-SB 0714 7308 1483SLOW

NOTES

CT-1

TA8.2

TA8.2

AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES XLERATOR AMERICAN SPECIALTIES AMERICAN SPECIALTIES BEMIS

SIZE

TA4

.00 6- 01 LOW SINK

TA2

1.

TOILET TISSUE DISPENSER TOILET SEAT COVER DISPENSER AMBULATORY GRAB BAR GRAB BAR GRAB BAR GRAB BAR BABY CHANGING STATION GLASS MIRROR GLASS MIRROR FEMININE HYGIENE DISPOSAL FEMININE HYGIENE DISPOSAL MIRROR SOAP DISPENSER SOAP DISPENSER FOLDED PAPER TOWEL DISPENSER ELECTRIC HAND DRYER COAT/BAG HOOK WITH BUMBER COAT/BAG HOOK CHILD TOILET SEAT ATTACHMENT

MODEL

FAMILY 3.07

10'-0"

1'-6 1/2"

14'-9 3/4"

1'-6 1/2"

1'-6 1/2"

TA1

10

5

TA1

CT-2

8'-3 1/2"

TA8.2

1

CT-2

TA2

MANUFACTURER

2'-0"

3'-7 1/4"

TA8.2 TA10.1

10'-0"

AE.2

1'-0 1/2"

6 1/2" 6"

6"

WALL MOUNTED WATER CLOSET(TYP)

TA1 TA2 TA3.1 TA3.4 TA3.5 TA3.6 TA4 TA7 TA7.2 TA8.1 TA8.2 TA9 TA10 TA10.1 TA11 TA12 TA13 TA13.1 TA14

DESCRIPTION

2'-10"

F

MARK

6"

1

1

WOMEN'S 3.06

WOMEN'S 3.06 TP-2

WOMEN'S 3.06

9'-7".

TP-2 TP-1

TA2

TA1

TA2

TA8.2

TA1

TA2

TA2

TA8.2

5'-0"

D021

5'-0"

1'-6"

12 A-602.00

4"

TA2

TA8.2

TA8.2

3'-0" 1'-0"

G. LEVEL (LDC) EL: + -1' - 0"

TB-1

TA1

G. LEVEL (LDC) EL: + -1' - 0" TB-1

WOMENS-ELEVATION 7

8

A-601.00 Scale: 1/2" = 1'-0"

WOMENS-ELEVATION 8

9

A-601.00 Scale: 1/2" = 1'-0" 1

WOMENS-ELEVATION 9

WOMENS-ELEVATION 10

10

A02

MENS 3.05

A05

A08

A11

A14 A16

ALIQN MENS 3.05

AB

PT-2

TP-1

N

TP-1

10'-0"

10'-0"

10'-0"

TA11

5'-0"

D020

AE

4"

5'-0"

TA12

AF

2'-10 1/4"

2'-0"

2'-10"

AG

1'-0"

1'-0"

1'-5"

3'-8"

A

G. LEVEL (LDC) EL: + -1' - 0"

G. LEVEL (LDC) EL: + -1' - 0"

G. LEVEL (LDC) EL: + -1' - 0" TB-1

TB-1

PROJECT NORTH

TA7.2

12 A-602.00

13 A-602.00

TA12 TA12

AC.5

4'-0"

TA11

AH

LOW SINK

TB-1

11

MENS-ELEVATION 10

12

A-601.00 Scale: 1/2" = 1'-0" 1

MENS-ELEVATION 11

13

A-601.00 Scale: 1/2" = 1'-0" 2

MENS-ELEVATION 12

PROJECT LOCATION KEY PLAN NOT TO SCALE

A-601.00 Scale: 1/2" = 1'-0" 3

Date

1

03.19.18

Note

ISSUED FOR DCA FILING

?

1

MENS 3.05

Rev

A-601.00 Scale: 1/2" = 1'-0"

A-601.00 Scale: 1/2" = 1'-0"

CT-2

.

TB-1

TB-1

7

B

G. LEVEL (LDC) EL: + -1' - 0"

4

5

6

7

ISSUED FOR CONSTRUCTION

1/4"

G. LEVEL (LDC) EL: + -1' - 0"

1'-6"

3'-8" 1'-0"

1'-6"

2'-0"

2'-10"

4'-0"

TA1 TA1

3'-4"

TA12

B

3'-0"

10'-0"

TA11

10'-0"

D021

4'-0"

10'-0"

TA7.2

A

BATHROOM PLANS & ELEVATIONS 1767NJLD

05-18-2018

A-601.00

1

2

4

5

6

7

3

12 A-904.00

7'-0"

4"

F

F

TV 46" SCREEN MILLWORK DOOR

19'-3" 2'-7 1/2"

1'-9"

2'-7 1/2"

1'-9"

2'-7 1/2"

1'-9"

1'-1" 1'-5 3/4"

3'-0"

1'-10 1/4"

2'-7 1/2"

1'-9"

2'-7 1/2"

1'-9"

2'-7 1/2"

1'-9"

2'-7 1/2"

1'-9"

LEVEL 1 FLOOR PLAN EL: + 18' - 6"

3/4" 4"

8 1/2"

2'-6 3/4"

1'-9"

3/4"

1'-9"

6 1/4" 3/4" 7" 3/4" 7" 3/4" 7 3/4"

2'-7 1/2"

7 3/4"

1'-9"

19'-3"

LOWERED SURFACE

E

PICSOLVE SCREEN

PLASTIC LAMINATE WALL CABINETS W/ADJUSTABLE SHELF

2 0 4.0 0 9 A-

LEVEL 1 FLOOR PLAN - PHOTO REDEMTION SALES

2

A-904.00 Scale: 3/4" = 1'-0"

ELEVATION 2 - LEVEL 1 PHOTO REDEMTION SALES

A-904.00 Scale: 3/4" = 1'-0"

1'-10 1/4" PHOTO REDEMPTION S1.04 1'-10 1/4"

PROVIDE BLOCKING AS REQUIRED

3/4"

1'-5 1/2"

1" CONT. SOLID SURFACE WORKSURFACE W/RADIUS EDGES.

7 1/2"

3'-0"

4 1/4"

PICSOLVE MONITOR

4"

8 1/2"

2'-0"

8 1/2"

8 1/2"

ALIGN

1'-3 1/2"

4 3/4"

1

Design Architects KAY ELLIOTT

E

5-7 Meadfoot Road Torquay, Devon TQ1 2JP United Kingdom +44 1803 213553

A-904.00

One South Wacker Drive 37th Floor Chicago, IL 60606 (312) 201-7408 Tel

SLOPED PICSOLVE MONITOR

A-904.00

M/E/P Engineers COSENTINI ASSOCIATES

5

4

140 BROADWAY, 25th Floor New York, NY 10005 New York, NY 10005 (212) 532-2211 Tel

.00 4 0 A-9

6'-0"

3

Structural Engineers DESIMONE CONSULTING ENGINEERS

PHOTO REDEMPTION S1.04

4'-0"

4'-0"

3'-0"

MILLWORK DOOR

TV 46" SCREEN

CONT. 3" X 3" X 1/4" STL. ANGLES

3/4"

8 1/2"

GROMMETS

1'-11" 6 1/2"

4"

4"

3/4"

2'-9 1/4"

2'-4 1/2"

2'-3 3/4"

7 1/4"

3/4" 1'-11 1/2" 4"

2X4" WOOD BLOCKING

2X4" WOOD BLOCKING

LEVEL 1 FLOOR PLAN EL: + 18' - 6"

PROVIDE (1) SUPPORT LEG/POST W/FLOOR PLATE AS REQUIRED

NOTE: ATTACH TO MTL. STUDS AT EACH SUPPORT & PROVIDE MTL FRAMING & BLOCKING AS REQUIRED

LEVEL 1 FLOOR PLAN EL: + 18' - 6"

G. LEVEL (LDC) EL: + -1' - 0"

MILLWORK DOOR

PHOTO REDEMPTION PHOTO DESK SECTION

A-904.00 Scale: 1 1/2" = 1'-0"

PHOTO REDEMPTION DESK CASH SECTION

6

A-904.00 Scale: 1 1/2" = 1'-0"

ELEVATION 3 - LEVEL 1 PHOTO REDEMTION SALES

3

5

Project

LEVEL 1 FLOOR PLAN EL: + 18' - 6"

4

10 1/4"

BUILD + COUNTER TEST SECTION

A-904.00 Scale: 1 1/2" = 1'-0"

3/4"

11 1/2"

2'-4 1/2"

3/4"

A-904.00 Scale: 1 1/2" = 1'-0"

C

Architect of Record

10

MDF PLASTIC LAMINATE BOX

OPERATOR CONTROL PANEL BY OTHERS

OPERATOR CONTROL PANEL BY OTHERS

1'-5 1/2"

A-9 04.

00

15°

2 3/4"

C

D

3'-0 1/4"

3/4" PLYWOOD W/ PLASTIC LAMINATE FINISH

3'-0 1/4"

D

MDF PLASTIC LAMINATE SHELF

Seal

2'-8"

1'-0 1/2"

2'-8"

SENSOR WIRE

COPYRIGHT 2018 ZYSCOVICH ARCHITECTS

CORE DRILL CONCRETE SLAB TO ACCOMMODATE SENSOR WIRE FEED TO CONTROL PANEL

1"

00 04.

A-9

8

RIDE CONTROL PODIUM-PLAN DETAIL

A-904.00 Scale: 1 1/2" = 1'-0"

8

WOOD BLOCKING

2"

GROUND LEVEL EL: + 0' - 0"

PODIUM ELEVATION - FRONT

9

A-904.00 Scale: 1 1/2" = 1'-0"

ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ZYSCOVICH ARCHITECTS. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY THE AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO ZYSCOVICH ARCHITECTS. REPRODUCTIONS OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF ZYSCOVICH ARCHITECTS IS PROHIBITED.

GROUND LEVEL EL: + 0' - 0"

PODIUM ELEVATION - SIDE

10

A-904.00 Scale: 1 1/2" = 1'-0"

GROUND LEVEL EL: + 0' - 0"

RIDE CONTROL PODIUM - REAR

1'-0"

12 A-904.00

PLYWOOD COUNTER SUPPORTS @ 4'-0" MAX. P. LAM FINISH ON ALL EXPOSED SIDES.

P. LAM WORK SURFACE

1'-8"

1'-6"

3'-0"

PLYWOOD COUNTER SUPPORTS @ 4'-0" MAX. P. LAM FINISH ON ALL EXPOSED SIDES.

P. LAM WORK SURFACE

PLYWOOD COUNTER SUPPORTS @ 4'-0" MAX. P. LAM FINISH ON ALL EXPOSED SIDES.

3'-7"

A

4"

P. LAM WORK SURFACE

PLYWOOD COUNTER SUPPORTS @ 4'-0" MAX. P. LAM FINISH ON ALL EXPOSED SIDES.

LEVEL 1 FLOOR PLAN EL: + 18' - 6"

LEVEL 1 FLOOR PLAN EL: + 18' - 6"

11

MEDIA ROOM MILLWORK ELEVATION

13

A-904.00 Scale: 1/2" = 1'-0" 1

LEVEL 1 FLOOR PLAN EL: + 18' - 6"

MEDIA ROOM MILLWORK ELEVATION

12

A-904.00 Scale: 1/2" = 1'-0" 2

3

4

Date

1

03.19.18

Note

ISSUED FOR DCA FILING

A-904.00 Scale: 1 1/2" = 1'-0" PLYWOOD COUNTER SUPPORTS @ 4'-0" MAX. P. LAM FINISH ON ALL EXPOSED SIDES.

WALL MOUNTED P. LAM SHELVES

Rev

B

WALL MOUNTED P. LAM SHELVES

MEDIA ROOM MILLWORK SECTION

A-904.00 Scale: 3/4" = 1'-0" 5

6

7

ISSUED FOR CONSTRUCTION

2'-4"

WOOD BLOCKING

2" 1"

1"

1"

CORE DRILL CONCRETE SLAB TO ACCOMMODATE SENSOR WIRE FEED TO CONTROL PANEL

2'-6"

7

4'-5 1/4"

TUBE STEEL COLUMN FOR SUPPORT OF PILAR ASSEMBLY

SENSOR WIRE

PAINTED MDF BOX

B

4'-5 1/4"

4'-5 1/4"

8" 1'-10 3/4"

00 04.

A-9

9

TUBE STEEL COLUMN FOR SUPPORT OF PILAR ASSEMBLY

4'-2 1/2"

1"

3 3/4"

1"

COORDINATE SIZE AND LOCATION OF OPENING WITH CONTROL PANEL

A

MILLWORK DETAILS 1767NJLD

05-18-2018

A-904.00

1

2

4

5

6

7

3

CT-1/2/3

A07

A07

CT-1/2/3

CT-1/2/3

F

F

TA3.2

ALIGN

9'-7"

D005

A-506.00 Scale: 1/4" = 1'-0"

2.2B

CB-1

FAMILY R.R. - EAST

FAMILY R.R. - SOUTH

6

A-506.00 Scale: 1/4" = 1'-0"

CB-1

FAMILY R.R. - WEST

7

A-506.00 Scale: 1/4" = 1'-0"

8

A-506.00 Scale: 1/4" = 1'-0"

CB-1

WOMEN'S PUB. RESTROOM - VIEW A W/ CUBICLES

NOTE:

FRONT TOILET PARTITIONS AND DOORS OMITTED FOR CLARITY

A-506.00 Scale: 1/4" = 1'-0"

FAMILY RESTROOM 3.03 6'-2 1/8"

AE

CT-1/2/3

1'-0 7/8"

CT-1/2/3

TA7.1

TA12

CT-1/2/3

TA11

CT-1/2/3

TA11

CT-1/2/3

TA12

TA7.1

A07

7'-0"

TA12

GROUND LEVEL 0' - 0"

A-506.00 Scale: 1/4" = 1'-0"

GROUND LEVEL 0' - 0"

9

CB-1

WOMEN'S PUB. RESTROOM - VIEW B

A-506.00 Scale: 1/4" = 1'-0"

CB-1

CB-1

WOMEN'S PUB. RESTROOM - VIEW C

10

11

A-506.00 Scale: 1/4" = 1'-0"

4'-0" 2'-10"

GROUND LEVEL 0' - 0"

GROUND LEVEL 0' - 0"

CB-1

2'-4"

3'-8"

3'-8"

2'-4"

2'-10"

2'-10"

FLOOR PLAN - PUBLIC RESTROOMS

4'-0"

4"

4"

D005

MIRROR

CB-1

WOMEN'S PUB. RESTROOM - VIEW D

MEN'S PUB. RESTROOM - VIEW A

12

5-7 Meadfoor Road Torquay, Devon TQ1 2JP United Kingdom t:+44 (0) 1803 213553

AE

OPEN TO BEYOND

E

Design Architects KAY ELLIOTT

TA8.1

TA8

MIRROR

7'-2"

9'-0"

AD.5

4'-0"

TA4

TA1 9'-0"

E

1

1 South Wacker Drive, 37th Floor Chicago, IL 60606 t: 312.201.7400 f: 312.201.0031

TA8

GROUND LEVEL 0' - 0"

M/E/P Engineers Cosentini Consulting Engineers

5

6

FAMILY R.R. - NORTH

GROUND LEVEL 0' - 0"

55 Church Street, 4th Floor New Haven, CT 06510 t: 203.495.8270 f: 203.495.8273

12 15 13 14

3'-4" 2'-10"

GROUND LEVEL 0' - 0"

5

TA3

Structural Engineers DeSimone Consulting Engineers

GROUND LEVEL 0' - 0"

4

00 06.

A-5

00 06.

A-5

7

TA2 TA3.2

GROUND LEVEL 0' - 0"

MEN'S RESTROOM 3.04

TA1

TA8

D007

4

TA7

2'-6" CB-1

D005

TA10

TA3.1

CB-1

D004

TA3.2

2'-10" 3'-4"

10

9

TA7

3'-0" 3'-6"

8

TA2

9'-0"

11

TA3

TA1

TA4 9'-0"

WOMEN'S RESTROOM 3.05

00 06.

A-5

4'-4" (44" CLEAR MIN.)

ALIGN

TA3

9'-0"

TA4

9'-0"

D006

RESTROOMS VESTIBULE 3.02

AE

CT-1/2/3

CT-1/2/3

A-506.00 Scale: 1/4" = 1'-0"

A-506.00 Scale: 1/4" = 1'-0"

3'-11 3/4" EQ

EQ

1'-6"

EQ

TA2

TA10.1

TA10.1

TA10.1

TA10.1

13

5'-1"

TA13

TA3

TA2

TA1

EQ

4'-10"

EQ

NOTE:

MEN'S PUB. RESTROOM - VIEW B

A-506.00 Scale: 1/4" = 1'-0"

14

FRONT TOILET PARTITIONS AND DOORS OMITTED FOR CLARITY

CB-1

TA3.1

CB-1

CB-1

MEN'S PUB. RESTROOM - VIEW C W/ CUBICLES

A-506.00 Scale: 1/4" = 1'-0"

EQ

CT-1

1'-6"

CT-1

CT-1

TA7

TA3.2

TA10

TA3.1

1'-6"

GROUND LEVEL 0' - 0"

STAFF LOCKERS BY G.C. (18) COLUMNS. SEE SPECIFICATIONS

1'-6"

CB-1

MEN'S STAFF RESTROOM - EAST

19

A-506.00 Scale: 1/4" = 1'-0"

MEN'S STAFF RESTROOM - SOUTH

A-506.00 Scale: 1/4" = 1'-0"

NOTE: WOMEN'S STAFF RESTROOMS SIMILAR TO MENS BUT MIRRORED

1 A-804.00

TA11

2'-6"

TA3.1

A-5 0 17 6.00 18 16 19

TA2

OPP. HAND

20

CLEAR FLOOR SPACE

21

STAFF ROOM 4.07

A-5 06.

00

CASH 4.04

LOCKERS BY G.C. SANDUSKY MODEL #LF3B15186601, 3 TIER LOCKERS (18 TOTAL)

13'-2 1/2"

A-5 06.

00

VENDING MACHINES

REFRIGERATOR TA18

WATER COOLER TA3 TA3.2

5'-5"

TA1.1

GROUND LEVEL 0' - 0"

Seal

TA7

2'-6"

TA12

4" 2'-4"

TA3.1 TA2 TA3.2 TA3 TA1.1

FRONT TOILET PARTITIONS AND DOORS OMITTED FOR CLARITY

D036

COPYRIGHT 2018 ZYSCOVICH ARCHITECTS ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ZYSCOVICH ARCH. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY THE AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO ZYSCOVICH ARCH. REPRODUCTIONS OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF ZYSCOVICH ARCH. IS PROHIBITED.

2'-9 7/8"

TA10

WOMEN'S STAFF 4.09

5'-0"

8'-1"

MEN'S STAFF 4.08

A-5 0 17 6.00 16 18 19

5'-1"

18

9"

TA7

1"

1"

STAFF LOCKERS 4.06

NOTE:

2'-3 1/4"

TA11

TA7

1'-6"

A-506.00 Scale: 1/4" = 1'-0"

1'-1"

TA12

1'-6"

A-301.00

2'-2"

TA10

2'-2"

TA7

2'-2"

4'-0"

1'-6"

STAFF CORRIDOR 4.10

3'-6"

GROUND LEVEL 0' - 0"

CB-1

MEN'S STAFF RESTROOM - NORTH

17

1'-0"

C

CB-1

A03

3'-4"

3'-4"

3'-8"

3'-0 5/8"

GROUND LEVEL 0' - 0"

5

A-506.00 Scale: 1/4" = 1'-0"

CT-1

A-506.00 Scale: 1/4" = 1'-0"

2'-2"

MEN'S STAFF RESTROOM - WEST

16

A-506.00 Scale: 1/4" = 1'-0"

AE

1'-6"

CB-1

MEN'S PUB. RESTOOM - VIEW D

15

ACCESSORIES PLAN - PUBLIC RESTROOMS

2

GROUND LEVEL 0' - 0"

5'-0"

EQ

AD.5

C

GROUND LEVEL 0' - 0"

TA2

1'-3"

1'-6"

D

TA3.2

1'-0"

TA3.1

1"

TA1

TA2 TA10

2'-10"

D007

4'-6 3/8"

7'-9 3/4"

FAMILY RESTROOM TA1.1 3.03

GROUND LEVEL 0' - 0"

TA10.1

TA7.1

SELECTED URINAL PRIVACY SCREEN TO MATCH COLOR OF TOILET CUBICLES

Owner

TA12

1"

TA3

CB-1

TA13

TA3.2

1'-4"

2'-10"

15'-6 1/8"

2'-9"

6'-3 1/8" +/-

TA1

TA1

GROUND LEVEL 0' - 0"

TA11

TA3

TA3.2

GROUND LEVEL 0' - 0"

B

A02

20 AC.5

AD

STAFF LOCKER ROOM

21

A-506.00 Scale: 1/4" = 1'-0"

AD.5

Rev

Date

1

03.19.18

B

Note

ISSUED FOR DCA FILING

A-506.00 Scale: 1/4" = 1'-0"

FLOOR PLAN - STAFF RESTROOMS LOCKER ROOM & STAFF ROOM

RESTROOM ACCESSORIES LEGEND

A-506.00 Scale: 1/4" = 1'-0"

A

1

STAFF ROOM KITCHENETTE

2

3

4

5

MARK DESCRIPTION

MANUFACTURER

MODEL

SIZE

NOTES

TA1 TOILET TISSUE DISPENSER TA1.1 TOILET TISSUE DISPENSER TA2 TOILET SEAT COVER DISPENSER TA3 GRAB BAR TA3.1 GRAB BAR TA3.2 GRAB BAR TA4 BABY CHANGING STATION TA7 WALL HUNG MIRROR TA7.1 WALL HUNG MIRROR TA8 FEMININE HYGIENE DISPOSAL TA8.1 FEMININE HYGIENE DISPOSAL TA10 WALL MOUNT SOAP DISPENSER TA10.1 DECK MOUNT SOAP DISPENSER TA11 PAPER TOWEL DISPENSER TA12 ELECTRIC HAND DRYER TA13 COAT/BAG HOOK W/ BUMPER TA13.1 COAT/ BAG HOOK TA14 CHILD TOILET SEAT ATTACHMENT TA15 CALL FOR ASSISTANCE KIT TA16 SHOWER CURTAIN ROD TA17 MOP HOLDER TA18 PAPER TOWEL DISPENSER

AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES AMERICAN SPECIALTIES XLERATOR AMERICAN SPECIALTIES AMERICAN SPECIALTIES BEMIS EDWARDS SIGNALING AMERICAN SPECIALTIES AMERICAN SPECIALTIES GP PRO, ENMOTION

0030 0031 0477-SM 3800, TYPE 1 3800, TYPE 1 3800, TYPE 1 9017 0600 0600 0852 0472 20364 0394 - 1A 20469 XL-SB 0714 7308 1483SLOW 70088-N5 1204-036 8215-4 59460

42" LONG 36" LONG 18" LONG 18x30 24x36 -

SURFACE MOUNTED RECESS MOUNTED SURFACE WALL MOUNTED

6

SEE DWG 36" LONG -

MOUNT VERTICALLY RECESS MOUNTED, VERTICAL STANDARD 1/4" GLAZING SURFACE MOUNTED DUAL ACCESS BATTERY OPERATED RECESS MOUNTED W/ RECESS KIT # 40502 WHITE REFER TO ELECTRICAL FOR INSTALLATION EXTRA HEAVY DUTY WALL MTD, 3'-6" AFF

7

ISSUED FOR CONSTRUCTION

3

Architect of record

2'-0"

TA4

TA7

TA10.1

TA12 TA12 2'-6"

MEN'S RESTROOM 3.04

TA13

TA10.1

TA2

9'-0"

TA7.1

5'-0"

TA10.1

TA2

TA3

1'-0"

1"

10 1/4"

3'-1 1/4"

1'-5"

5'-1 3/4"

4" 1'-6"

2'-4 1/8"

TA3.2

TA13

1"

1"

TA3.2

9'-0"

TA13 2'-10"

TA3

1'-5"

TA13 2'-10"

1'-11 5/8" 5'-7 1/4"

CT-1

CT-1/2/3

3'-0"

5'-7 3/8"

TA13 2'-11"

3'-1 5/8"

5'-2" 4'-10 1/2"

A07

CT-1/2/3

1'-6"

TA1

3'-0"

CT-1/2/3

1'-6"

TA1

WOMEN'S RESTROOM 3.05

RESTROOMS VESTIBULE 3.02

CT-1/2/3

TA3.1

9'-0"

TA1

7 1/4"

A07

TA1

TA8.1

ALIGN

5'-7 1/4"

TA2 TA8.1

TA2

10'-8 1/4"

10'-0 3/4"

TA2

A07

AE

4'-10"

EQ

D

EQ

3'-11 3/4"

EQ

1'-6 1/4"

EQ

3'-6"

1'-0"

EQ

A

STAFF/ PUBLIC ENLARGED PLANS AND ELEVATIONS 1766NJSL

05-18-2018

A-506.00

ZYSCOVICH ARCHITECTS WHOLEFOODS - COMMERCIAL

• THIS WAS A CORE AND SHELL BUILDING, WITH A CELLAR MERCANTILE LEVEL, ONE ABOVE GRADE BUSINESS AND A MEZZANINE BUSINESS LEVEL. TOTAL GROSS FLOOR AREA 111,000 SF. • ON THIS PROJECT I WORKED ON THE CD SET, CREATING LIFE SAFETY PLANS, FLOOR PLANS, BUILDING ELEVATIONS, BUILDING SECTIONS, CEILING PLANS, WALL TYPES, ENLARGED DETAILS AND PLANS.

2

C.1

TYPICAL WALL MOUNTED LED LIGHT FIXTURE

C.8 1 A-424

CONCRETE FINISH *

1 A-641

SCUPPER (TYP.)

D

D.9

2 A-401

E.9 ALUMINIUM AND GLASS STOREFRONT SYSTEM * W4

W4

5

F.8

G.9

H.6

1 A-401

TRELLIS

* ALL MATERIALS AND COLOR SAMPLES TO BE SUBMITTED TO WHOLE FOODS MARKET FOR REVIEW AND APPROVAL

J

5 A-641

D

*ALUMINUM AND GLASS STOREFRONT SYSTEM EDGE OF CONC. PANEL

METAL PANELS * METAL PANELS *

8'-8 1/2"

PLANTER POTS(TYP.)

7

METAL PANELS * 2'-5 3/4" 1'-2"

WHOLE FOODS SIGNAGE *

5'-7"

CW4 1 A-403

SPANDREL GLASS

METAL PANELS * W1 102 CW1

ROLL-UP DOOR TO CELLAR PARKING

METAL PANELS *

CONCRETE FOUNDATION WALL(SEE STRUCT. DWGS FOR DETAILS)

CONCRETE CURB W/CONCRETE FINISH TO MATCH SANDWICH PANEL

12'-0"

CW2

PRECAST CONCRETE BASE

5'-0"

9 A-505

C

ELEVATOR PIT

FOUNDATION FOOTING (SEE STRUCT. DWGS FOR DETAILS)

GROUND LEVEL LOADING DOCK EL: + 85' - 8" LOW ELEVATION EL: + 81' - 8"

CELLAR LEVEL EL: + 73' - 8" ELEVATOR PIT EL: + 68' - 8"

C

OVERALL EAST ELEVATION

1

Scale: 3/32" = 1'-0"

A-300

7.9

H.P. BEAM LOWER ROOF LEVEL EL: + 109' - 0"

17'-9"

105 RETAINING WALL

H.P. BEAM UPPER ROOF LEVEL EL: + 117' - 8 1/2" H.P. BEAM MECH ROOF LEVEL EL: + 114' - 3 1/4"

MEZZANINE LEVEL EL: + 103' - 5"

32'-0 1/2"

D

B

4

APPROX.

A.3

3

6'-5 7/8"

1

7.8

7

6

5.1

4.1

3.1

2.1

1.4

1 * ALL MATERIALS AND COLOR SAMPLES TO BE SUBMITTED TO WHOLE FOODS MARKET FOR REVIEW AND APPROVAL

TYPICAL WALL MOUNTED LED LIGHT FIXTURE

H.P. BEAM UPPER ROOF LEVEL EL: + 117' - 8 1/2"

5'-7"

11'-0"

8'-8 1/2"

B

32'-0 1/2"

26'-0"

RETAINING WALL

8'-0"

H.P. BEAM MECH ROOF LEVEL EL: + 114' - 3 1/4" H.P. BEAM LOWER ROOF LEVEL EL: + 109' - 0" MEZZANINE LEVEL EL: + 103' - 5"

17'-9"

CONCRETE FINISH *

12'-0"

(TYP.)

CONCRETE FOUNDATION WALL(SEE STRUCT. DWGS FOR DETAILS)

5'-0"

RAMP SHOWN DASHED TO LOADING DOCK

ELEVATOR PIT

A

FOUNDATION FOOTING (SEE STRUCT. DWGS FOR DETAILS)

OVERALL NORTH ELEVATION

2

Scale: 3/32" = 1'-0"

A-300

1

2

3

4

5

B

GROUND LEVEL LOADING DOCK EL: + 85' - 8" LOW ELEVATION EL: + 81' - 8"

CELLAR LEVEL EL: + 73' - 8" ELEVATOR PIT EL: + 68' - 8"

100% CONTRACT DOCUMENTS

2 A-402

NOT FOR CONSTRUCTION

WHOLE FOODS SIGNAGE AREA

7

DATE DESCRIPTION

A

BUILDING ELEVATIONS SHEET

1407NYGC

20 OF 130

07-16-2018

A-300

7.8

7.9

3 A-501

3

9'-4 3/8"

1'-4 3/4"

5 5/8"

2"

D 3'-10"

2"

1'-10"

2"

3'-10"

2"

11

1'-10" 2 TREADS @ 11"

5' - 1 7/8" 12

11

1 A-401

J

H.P. BEAM LOWER ROOF LEVEL EL: + 109' - 0" D

42" HIGH STEEL PAINTED GUARDRAIL

2" EXTERIOR CURTAIN WALL SYSTEM

6' - 10 1/2"

12

2"

8

13

13

2"

2"

3'-8"

2" 1'-10" 2"

3'-8"

8" 4'-0"

6

1'-10"

4'-0"

2"

2"

3'-8"

7

4

14

3'-8"

2"

1'-4 3/8"

MEZZANINE LEVEL EL: + 103' - 5"

31

4'-0"

6

1'-10"

15

4'-0"

OPEN TO BELOW

16

4

17

3

18

29

42" GLASS AFF. RAILINGS

15

16

OPEN TO ABOVE

2"

30

5 5

1'-10"

OPEN TO ABOVE

14

7

8 TREADS @ 11"

H.6

9

8

7'-4"

H.7

2"

10

9

3'-10"

3'-8"

3'-10"

3'-8"

2 TREADS @ 11"

10

OPWN TO BELOW

3'-10"

J

7

1'-4 3/8"

2"

1'-2"

OPEN TO ABOVE

5

3'-10"

J

4

7.9

3 A-501 1'-0"

7.8

2

11 1/2" 7 1/4"

1

28

EXTERIOR SPANDREL GLASS

27

26

17 25

3

18

2

19

24

23

19

21

16'-6"

42" STAINLESS STEEL PAINTED GUARDRAIL

21

22

-12' - 0"

15 TREADS @ 11"

20

(TYP.)

1'-0"

C

20

WALL PACK LED LIGHT @ALL STAIR LANDINGS

22

21

20

C

19

18

17'-9" TOTAL STAIR RUN

UP 21 R @ 6 3/4"

1

OPEN TO BELOW

17

17' - 9"

(CELLAR LEVEL)

23 16

(MEZZ. LEVEL)

15

24

CELLAR LEVEL - STAIR A

1

14

25 13

Scale: 1/2" = 1'-0"

A-501

12 26 11

3 A-501

7.8

9 A-143

7.9

6 A-143

10

27

EXTERIOR CURTAIN WALL SYSTEM

9

1'-0"

28 8

UP 31 R @ 6 3/4"

7

29

H.6 1'-0"

30

1'-6 3/4"

OPEN TO BELOW

1'-0"

7 1/4"

J

31

102

6

5

DN 31 R @ 6 3/4"

4

CONCRETE WALL BASE

3

2

B

1'-10"

4'-9 1/2"

3'-10"

3'-10"

1

2 TREADS @ 11" 10

11

GROUND LEVEL EL: + 85' - 8"

21 12

B

20

2"

4

MEZZANINE LEVEL - STAIR A

19

18

8

Scale: 1/2" = 1'-0"

17

8

13

16

6

2"

3'-8" 4'-0"

1'-10"

2"

1'-10"

3'-8" 4'-0"

15

2"

OPEN TO BELOW

EXTERIOR CURTAIN WALL

14

1/8" DIA. CABLE HORIZONTALLY SPACED 3" ON CETER VERTICALLY

13

9 TREADS @ 11"

7'-4"

12

5

OPEN TO ABOVE 4

1-1/2" DIAMETER STEEL PAINTED HANDRAIL

11

16

10

1/4" HORIZONTAL TOP CAP RAIL

17

UP 21 R @ 6 3/4"

9

3

12'-0" TOTAL STAIR RUN

2"

14

18

11"

8

CONCRETE COLUMN

(TYP.) 7 2

19

5

20

3'-0" (HANDRAIL)

UP 31 R @ 6 3/4"

4

4" SPHERE CANNOT PASS THROUGH

21

CONCRETE COLUMN (SEE STRUCTURAL DWGS FOR DETAILS)

22

A

3

2

3'-6" (GUARDRAIL)

6

1

1

CELLAR LEVEL EL: + 73' - 8"

23

0' - 0"

24

(GROUND LEVEL)

2 A-501

GROUND LEVEL - STAIR A

3

Scale: 1/2" = 1'-0" 1

LOADING DOCK LOW ELEVATION EL: + 81' - 8"

CURTAIN WALL

15 7

A-501 2

3

SECTION - STAIR A

NOTE: SEE A-821 & 831 FOR ADDITONAL STAIR DETAILS

Scale: 1/2" = 1'-0" 4

5

100% CONTRACT DOCUMENTS

A-501

NOT FOR CONSTRUCTION

9

7

DATE DESCRIPTION

A

STAIR A

SHEET

1407NYGC

30 OF 130

07-16-2018

A-501

SCARANO ARCHITECTS LLC 415 MANHATTAN AVE - RESIDENTIAL

• THIS WAS A SIX STORY RESIDENTIAL WITH COMMUNITY FACILITY BUILDING IN THE CELLAR LEVEL. TOTAL GROSS FLOOR AREA 11,000 SF. • I WORKED ON ZONING DIAGRAMS, ZONING GROSS AREA AND DEDUCTION AREA COMPUTATIONS, DAYLIGHT CALCULATION, WINDOW & DOOR SCHEDULES, BUILDING ENERGY ANALYSIS, INTERIOR BATHROOM ELEVATIONS, STAIR PLAN AND SECTIONS. IN ADDITION I CREATED REVIT FAMILIES AND REVIT DETAILS FOR THE OFFICE LIBRARY.

Revision No.

3"

2' - 6"

3"

3"

1' - 2"

0' - 2 1/2"

4.55'

4' - 6 1/2" 0' - 2 1/2"

SD/CO

3"

4' - 6"

3"

0' - 2 1/2"

4' - 6 1/2"

PLAN

0' - 2 1/2"

PLAN

DOOR #

WINDOW #

3"

LIGHT = 7.68 SF

LIGHT = 8.47 SF

LIGHT = 5.96 SF

LIGHT = 15.76 SF

LIGHT = 12.47 SF

LIGHT = 6.04 SF

LIGHT = 5.44 SF

LIGHT = 0 SF

LIGHT = 20.70 SF

PLAN

VENTILATION = 7.68 SF

VENTILATION = 8.47 SF

VENTILATION = 5.96 SF

VENTILATION = 15.76 SF

VENTILATION = 12.47 SF

VENTILATION = 6.04 SF

VENTILATION = 5.44 SF

VENTILATION = 0 SF

VENTILATION = 20.70 SF

75 CFM

NOTE: All windows to have min-35 dB(A) of window wall attention as per ZR 123-32 (Typ.) 99' - 10" BUILDING DIMENSION 53' - 5"

AS PER NYV BC 1213.1 & 1213.2 REFUSE ROOM NEEDS TO BE 2 HR. RATED

Model# HC-330 Manufacture:WasteCare Corporation Electric Power: 3 PH - 208 / 230 / 460 amp / 1PH 1HP 110/220

100' - 0" PROPERTY LINE DIMENSION

1' - 0"

LOT LINE SPR. HD

2' - 7"

4.52'

2' - 7"

0.98'

5' - 0"

3"

2.03'

2.01' 3"

3"

FINISH FLOOR

CM SD

PLAN 1' - 2" 3" 11 1/2"

6' - 0"

7' - 8"

4.95'

4.94'

7' - 5"

7' - 8"

6' - 11 1/2"

4.95' 7' - 5"

6' - 11 1/2"

3' - 11"

3.48'

3"

7' - 5"

3"

3" 3' - 5 1/2" 3"

7' - 8"

5' - 11"

5' - 11"

2' - 7"

5' - 6"

PLAN

PLAN

4.55'

3" 2.03'

3"

4' - 6"

2' - 6"

4' - 6"

3"

5.55'

3"

1' - 5"

1' - 9"

1.31'

3"

W9 5' - 0"

1.22'

2.52'

2' - 6"

3"

5' - 0"

2' - 0"

0.28' 1.87'

2' - 11"

1.7' 0.78'

3"

4' - 6"

4.53'

1' - 6"

4' - 6"

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

3" 2' - 5 1/2" 3"

30"

DISCOUNTED FOR LIGHT & AIR AREA FOR GLAZING AND OPERABLE SECTIONS

3"

W8

6' - 0"

4.53'

5' - 0"

4.52'

3"

4.55'

W7

1' - 8"

3' - 0" 3"

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

5' - 0"

W6

2 HR FIRE PARTITION

5' - 0"

W5

6' - 0"

W4

0.98'

W3

3" 11 1/2" 3"

W2

5' - 0"

Remarks

LEGEND

WINDOW SCHEDULE W1

Date

8"

8' - 7"

8"

10' - 2 1/2"

7 1/2"

13' - 1 1/2"

7 1/2"

PLAN

GC TO PROVIDE AN ELECTRIC RADIATOR HEATING ELEMENT W/THERMOSTAT

50 CFM PLAN

10' - 11"

WALL TAG (A-605.00) 75 CFM BATHROOM EXHAUST FAN

N

50 CFM BATHROOM EXHAUST FAN

1' - 0"

EXIT SIGNS

11' - 6"

4' - 0"

1/ 2"

2" 1' - 0"

GFI

TRASH COMPACTOR 116.33 SF

D-10

62' - 8 1/2"

7 1/2"

ELECTRICAL METER RM 67.71 SF

ROOF DRAIN

D-10

7C

D-10

8 HOSE BIBB -8' - 0" (CELLAR)

PLAN R.D PLAN

D-14

1 1/2" 7 1/2"

10

-2

18' - 4"

---

19 '

22' - 8"

25' - 0" PROPERTY LINE

9

AMBULATORY DIAGNOSTIC HEALTH CARE FACILITY USE GROUP 4 1,266.98 SF OCCUPANCY GROUP B OCC. LOAD: 1,307/100 = 13 PPL

8

6' - 2 1/2"

3x7 SC 11' - 3DOOR 1/2"

8

23' - 0 1/2"

7C

1' - 2"

50' - 3 1/2" 18"

MAX TRAVEL DISTANCE IS 69'-6" FT. (200' MAX)

EXIT #2

UP 18 R @ 8"

D-01

AREA DRAIN PLAN H.W.H HOT WATER HEATER PLAN Project Manager/Designer:

Yuriy Menzak/Kliton Shehu 110 York Steet Brooklyn, NY 11201 PH: (718)222-0322 Ext. 206 Fax: (718)222-4486

10' - 3 1/2"

Structural Engineer:

Leonid Krupnik P.E. UP 13 R @ 8"

3x7 SC DOOR

1A

139 Fulton street, Suite 214 New York NY 10038

5' - 0"

PH: (212) 393-9679

2A

Mechanical Engineer:

TSF Engineering P.C. George Skandalakis

1' - 0"

EN-003.00

REFUSE STORAGE 17.97 SF

21' - 6 1/2"

A.D

BUILDING LINE ABOVE

EXIT #1

3' - 0"

6

12' - 2"

4' - 1"

6' - 7 1/2"

3' - 3 1/2"

10' - 9"

EMERGENCY LIGHTS FLOOR DRAIN

WATER/SPRINKLER RM 90.88 SF

25' - 0" PROPERTY LINE DIMENSION

2500 LBS PASSENGER ELEVATOR

8

7' - 11"

7' - 0 1/2"

2A

53' - 2"

HOPPER TRASH COMPACTOR

PLAN F.D

24' - 8" BUILDING DIMENSION

10

3' - 5"

PLAN

1' - 0"

58' - 5"

200 Park Avenue South Suite 916 New York, NY 10003

40' - 5" EXISTING FOUNDATINO WALL TO BE DEMOLISHED

PH: (212)253-7303 Fax: (212)253-6512

100' - 0" PROPERTY LINE

Civil Engineer:

Joe Denora

CELLAR ZONING PLAN 1 1/4" = 1'-0" 23' - 1"

AS PER NYC BC 707.3 REFUSE SHUTE TO BE CONSTRUCTED OF NON COMBUSTIBLE MATERIAL

76' - 11"

1945 McDonals Ave. Brooklyn, NY 11223

ALL EGRESS AREAS SHALL BE ILLUMINATED AS PER BC 1006.1, 1006.2 @ 2 FT.

SEE BC 1007.5; BC 1020.2

PH: (718)382-0747 Fax: (718)382-0133 DOB APPLICATION NO.

1' - 2"

24' - 8 1/2"

4"

5' - 4"

8"

8' - 7"

8"

2' - 2" 6"

2' - 4" 1' - 0"

320593041

29' - 6" 2"

7C

6A

4

5' - 0 1/2"

6' - 2"

PULL

1' - 6"

PSUH

D-05

2'

3x7 FPSC DOOR

-6

6' - 4" 18"

5"

STAIR D 18"

STAIR C

OPEN TO BELOW

UP 14R @ 7 3/4"

D-01

1A

BUILDING LINE ABOVE

6' - 6 1/2"

1A

6"

DN 6 R @ 7 1/2"

9' - 10 1/2"

5' - 5 1/2"

1A

DN 18 R @ 8"

BUILDING ACCESS

METAL 42" A.F.F. MIN.

6"

STAIR A

Phone (718) 222-0322 Fax (718) 222-4486

"

3' - 8"

29' - 1"

7

18' - 0"

20' - 5"

7' - 1 1/2"

6' - 9 1/2"

10' - 10 1/2"

SD CM

3x7 FPSC DOOR

1' - 3"

PULL

1' - 11"

11' - 2"

3' - 5"

6 2'3 S EI C AN T S I LD E V RA T X MA ' 21

15' - 9 1/2"

2' - 11"

1' - 8"

ELEVATOR LOBBY 84.77 SF

3' - 10"

3' - 11"

W8

-4

.

FT " 1/2

5' - 0"

METAL 42" A.F.F. MIN.

7C

5' - 0"

5' - 0"

W9

HVAC CONDENSERS (SEE MECHANICALS)

6

18' - 4 1/2"

1' - 0" 6' - 0"

7

" 1/2

) AX M 0' (20

5' - 6"

METAL 42" A.F.F. MIN.

D-05

4' - 2"

EN-003.00

9

D-16

1' - 0"

21' - 4"

24' - 8" BUILDING DIMENSION

BUILDING LINE ABOVE

2' - 6"

2' - 6"

25' - 0" PROPERTY LINE

---

LIGHT & AIR CALCULATIONS: RESIDENTIAL REC. SPACE REQUIRED LIGHT (9.5%) OF 445.43 SF = 40.09 SF PROPOSED LIGHT: [W4][ 3.458'x4.5'] + [D-17][ 5.83'x7.25'] + [W4][3.458'x4.5'] = 15.56' + 42.26' + 15.56' = 73.38 SF. 73.38SF > 40.09 SF THEREFORE OK

RESIDENTIAL C.H. 8' - 2" RECREATION RM USE GROUP 2 565.04 SF OCCUPANCY GROUP A-3 OCC. LOAD: 553/25 = 22 PPL

W8

2500 LBS PASSENGER ELEVATOR

6"

5' - 0"

W9

BATH TYPE A 38.45 SF

26' - 0"

2'

7' - 6 1/2"

9

3' - 0"

50 CFM

1' - 7"

18" 3' - 9"

1' - 8"

7C

25' - 0" PROPERTY LINE DIMENSION

22' - 11"

24' - 8" BUILDING DIMENSION

2"

INTERCOM AS PER MDL 51, BC 1008.4.4

Copyright Tamar Kisilevitz, PLLC. This drawing is an instrument of service and is the sole property of Tamar Kisilevitz, PLLC. Any use of this drawing without the written consent by Tamar Kisilevitz, PLLC is prohibited.

Drawing scales as indicated are for reference only and are not intended to accurately depict actual or designed conditions.

Written dimensions shall govern.

Project:

415 MANHATTAN AVENUE BROOKLYN N.Y. 11222

Title:

ZONING & CODE COMPLIANCE CELLAR & 1ST FL. PLAN

DN 13 R @ 8"

DWG #

Signature:

2"

21' - 3"

1' - 2"

15' - 9 1/2"

6"

17' - 1 1/2"

6"

12' - 5"

29' - 5"

Date:

06/25/13 Seal:

2" 1' - 8"

Z-006.00 Scale:

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

Designer

100' - 0" PROPERTY LINE

Job #

Z - 1st Floor 2 1/4" = 1'-0"

32157 GC TO PROVIDE AN ELECTRIC RADIATOR HEATING ELEMENT W/THERMOSTAT

STAIR REQUIRED AS PER NYC BC 1018

Checked:

Checker

WINDOW SCHEDULE

LEGEND

W2

W1

W3

W4

W5

W6

W7

2 HR FIRE PARTITION

W9

W8

PLAN 0' - 2 1/2"

1' - 5"

3"

2' - 6"

3"

3"

1' - 2"

SD/CO

4' - 6"

3"

5' - 0"

PLAN

0' - 2 1/2"

4' - 6 1/2"

PLAN AREA DRAIN PLAN HOT WATER HEATER

EXIT SIGNS PLAN

DOOR #

PLAN

WINDOW #

PLAN

3"

ROOF DRAIN

H.W.H

LOT LINE SPR. HD

0' - 2 1/2" 2' - 7"

3"

4.55'

4' - 6 1/2" 0' - 2 1/2"

0.98'

4.52'

50 CFM BATHROOM EXHAUST FAN

PLAN

PLAN

R.D

A.D

50 CFM

2' - 7"

3"

7' - 5"

1' - 2" 3" 11 1/2"

3"

3"

2.03'

2.01'

3"

FINISH FLOOR

5' - 0"

75 CFM BATHROOM EXHAUST FAN

PLAN

CM SD 4.55'

3"

6' - 0"

5' - 6"

6' - 0"

7' - 8"

4.95' 7' - 5"

4.94'

6' - 11 1/2"

7' - 8"

4.95' 7' - 5"

6' - 11 1/2"

3' - 11"

3.48'

0.98'

3"

3" 3' - 5 1/2"

4' - 6"

5.55'

3"

3"

7' - 8"

5' - 11"

5' - 11"

2' - 7"

3"

2.03'

3"

3" 11 1/2" 3"

1' - 9"

1.31'

3"

2' - 6"

4' - 6"

1.22'

2.52'

2' - 6"

3"

5' - 0"

2' - 0"

0.28' 1.87'

1.7'

3"

2' - 11"

0.78'

4' - 6"

4' - 6"

4.53'

1' - 6"

3"

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

3" 3"

30"

DISCOUNTED FOR LIGHT & AIR AREA FOR GLAZING AND OPERABLE SECTIONS

2' - 5 1/2"

4.52'

6' - 0"

4.53' 3"

5' - 0"

5' - 0"

3' - 0"

4.55'

5' - 0"

1' - 8"

3"

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

5' - 0"

75 CFM

PLAN EMERGENCY LIGHTS

PLAN F.D

LIGHT = 7.68 SF

LIGHT = 8.47 SF

LIGHT = 5.96 SF

LIGHT = 15.76 SF

LIGHT = 12.47 SF

LIGHT = 6.04 SF

LIGHT = 5.44 SF

LIGHT = 0 SF

LIGHT = 20.70 SF

VENTILATION = 7.68 SF

VENTILATION = 8.47 SF

VENTILATION = 5.96 SF

VENTILATION = 15.76 SF

VENTILATION = 12.47 SF

VENTILATION = 6.04 SF

VENTILATION = 5.44 SF

VENTILATION = 0 SF

VENTILATION = 20.70 SF

WALL TAG (A-605.00)

PLAN

FLOOR DRAIN PLAN

LIGHT & AIR CALCULATIONS: LIVING/DINING RM REQUIRED LIGHT (10%) OF 143.48 SF = 14.35 SF PROPOSED LIGHT: [W5](4.95'x2.52')+[W6](4.95'x1.22') = 18.51 SF 18.51 SF > 14.35 SF THEREFORE OK REQUIRED AIR (5%) OF 143.48 SF = 7.17 SF PROPOSED AIR: [W5]+[W6] = 18.51 SF 18.51 SF > 7.17 SF THEREFORE OK

NOTE: All windows to have min-35 dB(A) of window wall attention as per ZR 123-32 (Typ.)

2 HR. RATED AS PER BC 1213.1

100' - 0" PROPERTY LINE 100' - 0" 8' - 7"

8"

2' - 8"

2' - 4"

6" 10"4"

15' - 10 1/2"

6A

MAX TRAVEL DISTANCE IS 31'-7" FT. (200' MAX)

2'

50 CFM DN 14R @ 7 3/4"

3' - 6 1/2" MEANS OF EGRESS ILLUMINATION AS PER NYC BC 1006

Z - 2ND FL. 1/4" = 1'-0"

2

7C

6"

BEDROOM 2 111.47 SF

6 1/2"

1A 1A

3

4' - 9 1/2"

WALK-IN CL. 46.24 SF

STAIR A

9' - 8"

8' - 4 1/2"

6"

3' - 1"

AS PER NYC BC 1009.1 EXCEPTIONS 1.2 36" MINIMUM STAIRWAY WIDTH PERMITTED IN R-2 OCCUPANCY

10' - 4"

4' - 8"

7

"

OPEN TO BELOW

D-06

4

-6

UP 14R @ 7 3/4"

W6

3 6' -

"

SD CM

W2 W3

14' - 4"

3A

LIGHT & AIR CALCULATIONS: BEDROOM 2 REQUIRED LIGHT (10%) OF 112.09 SF = 11.21 SF PROPOSED LIGHT:[W2](1.87'x4.53')+[W3](1.31'x4.55') =14.43 SF 14.43 SF > 11.21 SF THEREFORE OK REQUIRED AIR (5%) OF 112.09 SF = 5.60 SF PROPOSED AIR: [W2]+[W3] = 14.43 SF 14.43 > 5.60 SF THEREFORE OK

OPEN TO BELOW

HR OR 7 2 DO 3x SC P F

W5

SD CM

C.H. 8' - 0"

2' - 4 1/2"

BATH TYPE C 3A 39.32 SF

D-01

ALCLOVE 22.36 SF

18' - 10" D-06

1A

8' - 0"

D-06

FOYER 32.70 SF

5' - 0"

21' - 1 1/4"

13' - 8" (2ND FLOOR)

RESIDENTIAL - APARTMENT 2B 2 BED RM, 1 BATH RM TOTAL AREA = 543 SF. CLASS A

D-06 7 4"

2' - 3 1/2"

6"

2'

FP 3x SC 7 2 DO HR OR

C.H. 8' - 0"

W4

SD CM

6' - 6"

1' - 0"

C.H. 7' - 6"

MECH. ROOF 629.62 SF

1' - 6"

D-09

BEDROOM 1 91.60 SF

LIVING/DINING RM. 143.48 SF

LIGHT & AIR CALCULATIONS: BEDROOM 1 REQUIRED LIGHT (10%) OF 91.60 SF = 9.16 SF PROPOSED LIGHT: [W4](3.48'x4.53') = 15.76 SF 15.76 SF > 9.16 SF THEREFORE OK REQUIRED AIR (5%) OF 91.60 SF = 4.58 SF PROPOSED AIR: [W4] = 15.76 SF 15.76 SF > 4.58 SF THEREFORE OK

14' - 0"

FP 2H SC R DO OR

KITT'E TYPE A 37.74 SF

75 CFM

PULL

1A D-100

OPEN TO BELOW

25' - 0" PROPERTY LINE

REFUSE RM. 22.61 SF 3x 7

PUSH

7C

BUILDING LINE ABOVE

1' - 2"

4

7

2

4' - 6 1/2"

2500 LBS PASSENGER ELEVATOR

11' - 6"

12" DROP ARCH AS PER NYC BC 1211.2

7' - 0 1/2"

28' - 2 1/4"

4"

4"

8"

8' - 0 1/2"

29' - 9"

4"

1' - 9 1/2"

5' - 0 1/2"

23' - 1"

13' - 11 1/2"

8' - 9 1/2"

1' - 0"

12' - 3"

7' - 4 1/2"

LIGHT & AIR CALCULATIONS: LIVING/DINING RM REQUIRED LIGHT (10%) OF 143.48 SF = 14.35 SF PROPOSED LIGHT: [W5](4.95'x2.52')+[W6](4.95'x1.22') = 18.51 SF 18.51 SF > 14.35 SF THEREFORE OK REQUIRED AIR (5%) OF 143.48 SF = 7.17 SF PROPOSED AIR: [W5]+[W6] = 18.51 SF 18.51 SF > 7.17 SF THEREFORE OK

LANDING @ DOORS AS PER NYC BC 1008.1.5

100' - 0" 7' - 1"

4" 8 1/2"8"

8' - 7"

8"

2' - 2" 6"

2' - 4"

6"1' - 2"

7' - 1"

8' - 9 1/2"

4"

11' - 6"

1' - 2"

OPEN TO BELOW

3 1A

WALK-IN CL. 46.24 SF

2' - 8" 5' - 0"

8' - 0"

2' - 8"

OPEN TO BELOW - 3"

SD CM

W4

D-06 7

2"

13' - 10"

3' - 0" 2' - 4 1/2" 1' - 8"

6' - 6"

4" 6'

1A

7

14' - 0"

4"

BEDROOM 2 111.47 SF

D-06

14' - 4"

UP 14R @ 7 3/4"

WALK-IN CL. 46.23 SF

4

W6

5' - 0"

5

5' - 0 1/2"

5

13' - 11 1/2"

2' - 3 1/2"

4' - 9 1/2" 6 1/2"

3' - 9"

D-06

PULL

1' - 0"

BATH TYPE B 39.14 SF 50 CFM 3

" 8' - 9

BATH TYPE B 39.32 SF 50 CFM

HR OR 7 2 DO 3x SC FP

W5

SD CM

4"

W3

LIGHT & AIR CALCULATIONS: BEDROOM 1 REQUIRED LIGHT (10%) OF 91.60 SF = 9.16 SF PROPOSED LIGHT:[W1](1.7'x4.52')+[W3](1.31'x4.55') = 13.64 SF 13.64 SF > 9.16 SF THEREFORE OK REQUIRED AIR (5%) OF 91.60 SF = 4.58 SF PROPOSED AIR: [W1]+[W3] = 13.64 SF 13.64 SF > 4.58 SF THEREFORE OK

ALCLOVE 22.36 SF

18' - 10" D-06 7' - 10"

D-01

1" UNDERCUT

D-06

8' - 0 1/2"

BEDROOM 1 111.54 SF

3A

"

W1

SD CM

MAX TRAVEL DISTANCE IS 31'-7" FT. (200' MAX)

6 1/2"

5' - 0 1/2"

7' - 5"

4" 8' - 0 1/2"

W8

SD CM

2' - 6

D-06 7' - 10"

4"

4

D-02

D-02

DN 14R @ 7 3/4"

SD CM

D-06

5' - 0"

9' - 0"

22' - 8" (3rd Floor.)

FOYER 32.70 SF

BEDROOM 1 91.60 SF

LIVING/DINING RM. 143.48 SF

RESIDENTIAL - APARTMENT 3/5B 2 BED RM, 1 BATH RM TOTAL AREA = 532 SF. CLASS A

4' - 9 1/2"

MAX TRAVEL DISTANCE IS 25'-2" FT. (200' MAX)

D-09

D-100

12" DROP ARCH AS PER NYC BC 1211.2

KITT'E TYPE A 75 CFM 37.75 SF

1' - 6"

FOYER 32.30 SF

7' - 7"

7' - 2"

24' - 8"

RESIDENTIAL - APARTMENT 3/5A 1 BED RM, 1 BATH RM TOTAL AREA = 500 SF. CLASS A

4

W9

3x FP 7 2H SC R DO OR

1A

13' - 11 1/2"

LIGHT & AIR CALCULATIONS: BEDROOM 1 REQUIRED LIGHT (10%) OF 112.17 SF = 11.22 SF PROPOSED LIGHT: [W9](4.55'x4.55') = 20.70 SF 20.70 SF > 11.22 SF THEREFORE OK REQUIRED AIR (5%) OF 112.17 SF = 5.61 SF PROPOSED AIR: [W9] = 20.70 SF > 5.61 SF THEREFORE OK

REFUSE RM. 22.61 SF

4

2

4' - 6 1/2"

W8

2500 LBS PASSENGER ELEVATOR

7' - 0 1/2"

W9

HR OR 7 2 DO 3x SC FP

25' - 0" PROPERTY LINE

9

KITT'E TYPE 75ACFM 37.75 SF

LIVING/DINING RM. 198.85 SF 14' - 0"

5' - 0"

12" DROP ARCH AS PER NYC BC 1211.2

6A

FP 3x SC 7 2 DO HR OR

7C

PUSH

3' - 9"

LIGHT & AIR CALCULATIONS: LIVING/DINING RM REQUIRED LIGHT (10%) OF 198.85 SF = 19.88 SF PROPOSED LIGHT: = [W9](4.55'x4.55') = 20.70 SF 20.70 SF > 19.88 SF THEREFORE OK REQUIRED AIR (5%) OF 198.85 SF = 9.94 SF PROPOSED AIR: [W9] = 20.70 SF > 9.94 SF THEREFORE OK

6" 2' - 0"

2"

13' - 11"

LIGHT & AIR CALCULATIONS: BEDROOM 2 REQUIRED LIGHT (10%) OF 112.09 SF = 11.21 SF PROPOSED LIGHT:[W4](3.48'x4.53') = 15.76 SF 15.76 SF > 11.21 SF THEREFORE OK REQUIRED AIR (5%) OF 112.09 SF = 5.60 SF PROPOSED AIR: [W4] = 15.76 SF 15.76 SF > 5.60 SF THEREFORE OK DWG #

Signature:

1' - 2"

13' - 11 1/2"

4"

9' - 8"

6"

8' - 4 1/2"

6"

9' - 8"

59' - 7" BUILDING DIMENSION

4"

13' - 11 1/2"

Z-007.00 Date:

06/25/13

1' - 2" 7' - 4 1/2"

Seal:

Scale:

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

MEANS OF EGRESS ILLUMINATION AS PER NYC BC 1006

AS PER NYC BC 1009.1 EXCEPTIONS 1.2 36" MINIMUM STAIRWAY WIDTH PERMITTED IN R-2 OCCUPANCY

LANDING @ DOORS AS PER NYC BC 1008.1.5

Designer Job #

32157 Checked:

1

Z - 3RD & 5TH FL. 1/4" = 1'-0"

Checker

WALL SECTIONS

WALL TYPE A

PROPOSED FLOOR SECTIONS FLOOR TYPE 1 - TYP. FLOOR

WALL TYPE A

R-VALUES 2" INSULATION

WALL TYPE A

WALL TYPE A

R-VALUES

WALL TYPE D

0.00

AIR SEAL TAPE TO CLOSE ALL JOINTS

0.00

12" CONCRETE FOUNDATION WALL

1.28

R-VALUES

?

1 1/2" WALL FURRING TOTAL

?

4" SIPS POLYURETHANE PANELS R-7 PER INCH

42.00

AIR SEAL TAPE TO CLOSE ALL JOINTS

0.00

2 1/2" MTL STUD

0.00

7/8" MTL FURRING @ 16 O.C.

0.00

5/8" G.W.B(DRAGON BOARD)

0.45

3/4" WOOD TILE FINISH

0.00

1" PLYWOOD SHEATHING

0.93

1/4" ACOUSTICAL TREATMENT

0.00

10" CONCRETE

0.16

6" INSULATION SLAB

0.16 TOTAL

5/8" G.W.B(DRAGON BOARD)

1.65

0.45 TOTAL

42.00

KEY ON SECTION FLOOR TYPE 2 - TYP. FLOOR APARTMENTS R-VALUES

OUT

IN

OUT

IN

WALL TYPE A

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

KEY ON SECTION

KEY ON SECTION

3/4" WOOD TILE FINISH

0.00

1" PLYWOOD SHEATHING

0.93

1/4" ACOUSTICAL TREATMENT

0.00

10" CONCRETE

0.16

7/8" MTL.FURRING 16@O.C.

0.00

1 LAYER OF 5/8" G.W.B

0.56 TOTAL

WALL TYPE C

1.65

WALL TYPE B WALL TYPE B WALL TYPE E KEY ON SECTION FLOOR TYPE 3 - TYP. FLOOR PUBLIC HALLWAYS R-VALUES 6" SIPS POLYURETHANE PANELS (R-7 PER INCH)

42.00

AIR SEAL TAPE TO CLOSE ALL JOINTS

0.00

8" CONCRETE

1.11 TOTAL

WALL TYPE C

R-VALUES R-VALUES

43.11

4" SIPS POLYURETHANE PANELS R-7 PER INCH

42.00

AIR SEAL TAPE TO CLOSE ALL JOINTS

0.00

5/8" G.W.B(TYPE X)

0.45

5/8" G.W.B(TYPE X)

0.45

3 1/2" METAL STUD

0.00

5/8" G.W.B(TYPE X)

0.45 0.45

5/8" G.W.B(TYPE X) TOTAL

OUT

3/4" CERAMIC TILE FINISH

0.00

1" PLYWOOD SHEATHING

0.93

1/4" ACOUSTICAL TREATMENT

0.00

10" CONCRETE

0.16 TOTAL

1.65

KEY ON SECTION

42.00

IN

FLOOR TYPE 4 - CELLAR FLOOR OUT

IN R-VALUES 4" CONCRETE SLAB

KEY ON SECTION

WALL TYPE C

2

WALL TYPE B

KEY ON SECTION

EN-1ST FLOOR 1/8" = 1'-0"

0.32 TOTAL

14.08

WALL TYPE C WALL TYPE F

WALL TYPE B

KEY ON SECTION

R-VALUES

WALL TYPE C

REF.

RG

DW

6" SIPS POLYURETHANE PANELS R-7 PER INCH

28.00

AIR SEAL TAPE TO CLOSE ALL JOINTS

0.00

6 3/4" MTL STUDS

0.00

4" SIPS POLYURETHANE PANELS R-7 PER INCH

42.00

5/8" G.W.B(DRAGON BOARD)

0.45

AIR SEAL TAPE TO CLOSE ALL JOINTS

0.00

5/8" G.W.B(DRAGON BOARD)

0.45

5/8" G.W.B(TYPE X)

0.45

5/8" G.W.B(TYPE X)

0.45

3 1/2" METAL STUD

0.00

5/8" G.W.B(TYPE X)

0.45

TOTAL

R-VALUES

29.11

0.45

WALL TYPE C

5/8" G.W.B(TYPE X) TOTAL

OUT

42.00

IN OUT

IN

PROPOSED ROOF SECTIONS

KEY ON SECTION

ROOF TYPE 1 - MECH ROOF KEY ON SECTION

WALL TYPE B

WALL TYPE C

R-VALUES 0.00

8" INSULATION

3

2ND FL. PLAN 1/8" = 1'-0"

FIBERGLASS ROOFING MEMBRANE

0.00

10" CONCRETE

0.00 TOTAL

WALL TYPE B

WALL TYPE C

??

WALL TYPE C

BULKHEAD ROOF 66' - 8" ROOF

WALL TYPE C

WALL TYPE C

ROOF TYPE 2

KEY ON SECTION

58' - 8"

ROOF TYPE 2

6TH FLOOR

ROOF TYPE 2 - TERRACE R-VALUES

FLOOR TYPE 2

FLOOR TYPE 2

49' - 8"

ROOF TYPE 3

WALL TYPE C

3RD-6TH FL. PLAN 1/8" = 1'-0"

FLOOR TYPE 2

WALL TYPE C

WALL TYPE B

FLOOR TYPE 2

40' - 8"

0.00 0.00

GEOTEXTILE FILTER FABRIC

0.00

2" POLYISO BOARD

10.8

2 LAYER BITUMINOUS ROOFING

0.00

6" INSULATION

0.00 0.00

10" CONCRETE TOTAL

??

4TH FLOOR 31' - 8"

FLOOR TYPE 2

WALL TYPE C

3RD FLOOR FLOOR TYPE 1

22' - 8"

FLOOR TYPE 2

KEY ON SECTION

2ND FLOOR

WALL TYPE D

ROOF TYPE 1

ROOF TYPE 3 - BALCONY

1ST FLOOR

FLOOR TYPE 3

FLOOR TYPE 3

3' - 8" GROUND/BASE PLANE

R-VALUES 0.00

6" INSULATION FIBERGLASS ROOFING MEMBRANE

0.00

10" CONCRETE

0.00 TOTAL

WALL TYPE A

WALL TYPE E

WALL TYPE F

WALL TYPE C

WALL TYPE F

WALL TYPE A

WALL TYPE D

13' - 8"

FLOOR TYPE 1

WALL TYPE C

ROOF TYPE 1

WALL TYPE E

4

WALL TYPE B

FLOOR TYPE 2

WALL TYPE C

WALL TYPE C

WALL TYPE C

5TH FLOOR

ROOF PAVERS 1/4" COVERBOARD

FLOOR TYPE 4

FLOOR TYPE 4

0' - 0"

??

DWG #

Signature:

EN-003.00 Date:

12/11/14 Seal:

Scale:

As indicated

CELLAR

Drawn:

Designer

-8' - 0"

Job #

5

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

ELEVATOR PIT -12' - 11"

KEY ON SECTION

32157 Checked:

Checker

ENERGY CODE NOTES: - TYP ROOF/CEILING R VALUE TO BE MIN OF R-38.

- TYP WALL R VALUE TO HAVE MIN R-21 CI WHERE MASONRY WALL AND R-15 CI AND R-11 IN BETWEEN THE METAL STUDS. - TYP WINDOW U-VALUE TO BE MAX OF 0.35 - TYP. SHGC VALUE TO BE MAX 0.40 - TYP. SKYLIGHT U VALUE TO BE MAX 0.60 - TYP. ENTRANCE DOOR U-VALUE TO BE MAX 0.80 - TYP. STOREFRONT U-VALUE TO BE MAX 0.50

ENERGY CODE NOTES: - TYP ROOF/CEILING R VALUE TO BE MIN OF R-38.

- TYP WALL R VALUE TO HAVE MIN R-21 CI WHERE MASONRY WALL AND R-15 CI AND R-11 IN BETWEEN THE METAL STUDS. - TYP WINDOW U-VALUE TO BE MAX OF 0.35 - TYP. SHGC VALUE TO BE MAX 0.40 - TYP. SKYLIGHT U VALUE TO BE MAX 0.60 - TYP. ENTRANCE DOOR U-VALUE TO BE MAX 0.80 - TYP. STOREFRONT U-VALUE TO BE MAX 0.50

25' - 0" PROPERTY LINE DIMENSION

25' - 0" PROPERTY LINE DIMENSION

PROPOSED WINDOW FOR BULKHEAD

SOLAR THERMAL PANELS

9' - 0 1/2"

BULKHEAD ROOF

BULKHEAD ROOF

66' - 8"

PARAPET WALL TO BE 32" HIGH ABOVE FINISH ROOF

8' - 0"

PARAPET WALL TO BE 32" HIGH ABOVE FINISH FLOOR

8' - 6 1/2" 2" SEISMIC SEPERATION

66' - 8"

SOLAR PV PANELS

8' - 0"

SOLAR THERMAL PANELS

3' - 0"

SOLAR THERMAL PANELS

ROOF

ROOF

< BHD 72.12' > 58' - 8"

< BHD 72.12' > 58' - 8"

W3

W5

2" SEISMIC SEPERATION

W9

W9

W8

W8

2" SEISMIC SEPERATION

9' - 0"

W6 W2

9' - 0"

PARAPET W/ METAL HANDRAIL TO BE 42" HIGH ABOVE FINISH FLOOR

D-15

6TH FLOOR

6TH FLOOR

< BHD 63.12' > 49' - 8"

< BHD 63.12' > 49' - 8"

W6

W5

2" SEISMIC SEPERATION

W1

W9

W9

W8

W8

9' - 0"

W4

9' - 0"

W3

5TH FLOOR

5TH FLOOR

< BHD 54.12' > 40' - 8"

< BHD 54.12' > 40' - 8"

W4 6" POLYURETHANE SIPS PANELS

W2

W9

W9 6" POLYURETHANE SIPS PANELS

W8

< BHD 45.12' > 31' - 8"

< BHD 45.12' > 31' - 8" 58' - 8"

58' - 8"

4TH FLOOR

9' - 0"

W6

W8

4TH FLOOR W3

W4

9' - 0"

W5

W5

W9

W9

W8

W8

9' - 0"

W6

9' - 0"

W3

9' - 0"

2ND FLOOR

3' - 8" GROUND/BASE PLANE

< BHD 17.12' >

0' - 0"

D-16

6" POLYURETHANE SIPS PANELS

W9

PARAPET WALL TO BE 54" HIGH ABOVE FINISH FLOOR

< BHD 27.12' > 13' - 8"

1ST FLOOR 3' - 8" GROUND/BASE PLANE

< BHD 17.12' >

< BHD 13.45' >

0' - 0" 8' - 0"

8' - 0"

< BHD 13.45' >

W9

EXIST. 2 STORY BUILDING

1ST FLOOR

EXIST. 1 STORY BUILDING

EXIST. 1 STORY BUILDING

D-05

10' - 0"

< BHD 27.12' > 13' - 8"

10' - 0"

W10

CELLAR

CELLAR

-8' - 0"

< BHD 5.45' >

Title:

-8' - 0" 4' - 11"

4' - 11"

< BHD 5.45' >

3' - 8"

2ND FLOOR

METAL GUARDRAIL

EXIST. 1 STORY BUILDING

< BHD 36.12' > 22' - 8"

PROPERTY LINE

W2

W4

< BHD 36.12' > 22' - 8"

PROPERTY LINE

W5

3RD FLOOR

3' - 8"

W6

3RD FLOOR

9' - 0"

W3

PROPERTY LINE

PROPERTY LINE

W1

ELEVATOR PIT

ELEVATOR PIT

BHD 0.53' -12' - 11"

< BHD 0.53' >-12' - 11"

EAST/WEST ELEVATIONS

DWG #

Signature:

A-200.00 Date:

07/22/02 Seal:

Scale:

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

EAST ELEVATION 1 3/16" = 1'-0"

WEST ELEVATION 2 3/16" = 1'-0"

Designer Job #

32157 Checked:

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