Island Exterior Fabricators Portfolio by Zoe Alice Pettit

2'-713 16"

1'-715 16"

12'-0"

35'-33 4"

33'-214"

6'-8" 35'-101 4"

12'-0"

ID #

QTY

DESCRIPTION

LENGTH

6SW18

12' - 8 11/16"

6SW12

12' - 8 11/16"

6JX16

12' - 8 11/16"

6SW18

2' - 1 13/16"

6SW16

12' - 8 11/16"

6x3x1/9 HSS

6T12

35'-10 1/4"

6T12

4'-1 3/4"

STUDS

35'-101 4"

31'-0"

21'-214"

14'-614"

2'-614" 2'-614"

BILL OF MATERIALS

612"

35'-1014"

3'-4"

27'-8"

26'-81 4"

18'-1012"

113 4"

33'-713 16"

3'-93 4"

4'-0"

22'-1012"

4'-0"

14'-1012"

412"

3'-6"

11'-412"

4'-0"

3'-412"

4'-0"

3'-0"

7'-412"

412"

2'-8"

FRAME PLAN A

4'-13 4"

12'-93 16"

℄ 9'-83 8" 35'-101 4"

35'-63 4"

33'-1"

31'-3"

27'-11"

26'-1114"

23'-112"

20'-2"

19'-112"

16'-014"

15'-112"

11'-712"

3'-712"

812"

7'-712"

4'-13 4"

35 8"

35 8" 4" 12GA

314"

FRAME SECTION 1

35'-101 4"

FS2

4" 12GA

16'-0 1/4"

FS3

4" 12GA

15'-8 1/4"

NYC DOB NO: 121191646 JOB NUMBER:

15-820-038

2" SLOT

15'-814"

35'-10 1/4"

ESSEX CROSSING: SITE 2

33 8"

0" 1"

4" 12GA

12'-59 16" 4" 12GA

1'-83 4" ℄ K.O.

℄

115 DELANCY STREET NEW YORK, NY 10011

33 8"

35 8"

FS1

10'-57 8"

℄

35 8" 4" 12GA

10'-0" 4" 12GA

S2 S1

9'-83 8"

12'-59 16" 4" 12GA

12'-93 16"

4'-13 4"

℄

℄ 2'-59 16"

12'-93 16"

10'-0" 4" 12GA

S4 T2

12'-93 16"

1'-111116"

12'-93 16"

10'-212" R.O.

12'-93 16"

℄

2'-59 16"

12'-59 16" 4" 12GA

2'-35 16"

35 8"

33'-214"

35'-1014"

32'-515 16"

27'-103 8"

24'-515 16"

21'-21 4"

20'-2"

℄

16'-014"

15'-9"

14'-614"

12'-515 16"

7'-103 8"

4'-515 16"

2'-614"

35 8"

0'-3 1/2"

FLAT STRAP

15'-814"

FRAME PLAN B

16'-01 4"

ISSUES / REVISIONS: DESCRIPTION

DATE FRAME SECTION 2

TOTAL SQ. FOOTAGE:

314"

35'-63 4"

33'-1013 16" 35'-33 4"

33'-713 16"

31'-3"

31'-0"

27'-11"

26'-1114"

26'-81 4"

23'-112"

22'-1012"

19'-112"

18'-1012"

15'-112"

14'-1012"

11'-712"

11'-412"

7'-712"

7'-412"

3'-712"

3'-412"

812"

512"

27'-8"

FRAME ELEVATION

2" SLOT

6" 512"

QTY:

2'-5"

3'-6"

FRAME PLAN A (SLOTTED LOWER TRACK PLAN)

3'-0"

3'-6" 35'-101 4"

3'-6"

3'-33 4"

6" 53 4"

2'-10"

2'-113 16"

6" 1'-115 16"

1 " 2

ELEV:

CAD BY:

NOTE: CRC BRIDGING 48" O.C. @ EVERY K.O.

4" X 4" X 1/2"

35'-101 4"

12'-93 16"

LIFTING BLOCKS

35'-1014"

20'-2"

16'-014"

16'-01 4"

4'- 1 3/4"

TRACKS

35'-101 4"

35 8"

STUDS SPACED 16" O.C. TYP. U.O.N.

STUD K.O. LOCATIONS 24" O.C. AND 12" FROM BOTTOM OF STUD TYP. U.O.N.

LIFTING BLOCK PLAN (12GA PLATES SHOWN AT B.O. TOP TRACK)

CHECKED BY: TC DATE: 07.20.16 SCALE: 3/16" = 1'

463.4 SQ FT S

SEQ:

DRAWING NO:

5S5 FRAME

35'-1014" FRAME WIDTH

+112"

BILL OF MATERIALS

-212"

3'-0"

4'-0"

3'-6"

4'-0"

3'-93 4"

4'-0"

113 4"

2'-713 16"

3'-4"

1'-715 16"

QTY

DESCRIPTION

LENGTH

GIRT CLIPS

35'-1114"

35'-314"

33'-75 16"

30'-1112"

27'-712"

26'-73 4"

22'-10"

18'-10"

14'-10"

11'-4"

7'-4"

3'-4"

ID #

A-024 38

Z-GIRT ASSY.

0'-8"

AA-01 11

4" X 3 1/2" X 1/2"

0'-4"

35'-111 4"

T.O.P. ELEVATION (ALIGNMENT ANGLE)

3'-412"

3'-109 16"

4'-17 16"

35'-1114"

32'-414"

28'-213 16"

24'-414"

20'-213 16"

15'-83 4"

4'-6116"

3'-412"

4'-17 16"

3'-7"

GASKETED (L)

12' - 10 3/4"

GASKETED (T)

35'-11 1/4"

A-023

GASKETED (R)

12' - 10 3/4"

A-023

GASKETED (B)

35'-11 1/4"

VERTICAL GIRT PLAN A

Extrusion ID

Cut Left

Cut Right

32'-41 4"

35'-111 4"

VERTICAL GIRT PLAN B

TH 1

15'-1114"

PERIMETER EXTRUSIONS

35'-1114"

4'-03 4"

28'-213 16"

15'-1114"

24'-41 4"

20'-0"

15'-1114"

12'-41 4"

7'-83 4"

4'-41 4"

4'-412" (S-0298 CUT)

Cut Length

Extrusion ID

S-0269 : 1 : 0 : 22'-10

Cut Left

Cut Right

Cut Length

S-0270

VERTICAL RECEPTOR (R)

S-0269

CHICKEN HEAD (T)

S-0271

VERTICAL BLADE (L)

S-0268

CHICKEN HEAD RECEIVER (B)

S-0298

PUNCHED OPENING (L)

TH 2

S-0269 : 0 : 2 : 13'-3 3/16"

SPLICE

35'-111 4"

3'-111 4"

2'-8"

1'-43 4"

2'-8"

4'-03 4"

1'-212"

2'-55 8"

2'-8"

1'-718"

2'-8"

Cut Length

Extrusion ID

GIRT ELEVATION

10'-514" (S-0298 CUT)

10'-112" F.O.

712"

15-820-038

ISSUES / REVISIONS:

GIRT SECTION 2

DESCRIPTION

DATE

Cut Left

Cut Right

Cut Length

S-0268 : 0 : 8 : 13'-2 15/16"

SPLICE

1'-212"

2'-8"

1'-43 4"

4'-03 4" 35'-111 4"

HORIZONTAL GIRT PLAN C

1'-212"

2'-8"

2'-55 8"

2'-8"

35'-1114"

34'-418"

31'-818"

29'-018"

26'-418"

23'-1012"

21'-212"

20'-0"

TOTAL SQ. FOOTAGE: 15'-1114"

14'-612"

Cut Right

11'-1012"

9'-212"

Cut Left

6'-612"

3'-1012"

Extrusion ID

115 DELANCY STREET NEW YORK, NY 10011

BH 8

BH 7 S-0268 : 7 : 0 : 22'-10

GIRT SECTION 1

ESSEX CROSSING: SITE 2 NYC DOB NO: 121191646 JOB NUMBER:

75 16" 0"

35'-111 4"

34'-418"

31'-818"

29'-018"

26'-418"

23'-1012"

21'-212"

20'-0"

14'-612"

11'-1012"

9'-212"

6'-612"

3'-1012"

1'-212"

0" 1'-212"

A-023

27 16" 3'-03 8"

3 " 4

75 16" 0"

5'-83 8"

712"

3 " 4

10'-9"

12'-103 4"

S-0270 : 2 : 8 : 13'-1 1/4"

12'-93 16" FRAMING HEIGHT

Cut Length

10'-0" SHEATHING

3'-03 8"

12'-17 8"

2'-8" Cut : Bottom

2'-8"

Cut Top

2'-8"

A-023

5'-83 8"

3'-03 8"

Extrusion ID

10'-51 4" (S-0298 CUT)

S-0271 : 1 : 7 : 13'-1 1/4"

8'-43 8"

4'-412" (S-0298 CUT)

15'-1114"

Cut Length

A-023

12'-103 4" FINISH HEIGHT

2'-8" Cut : Bottom

2'-8"

Cut Top

2'-8"

12'-103 4" PANEL HEIGHT

Extrusion ID

4'-03 4" F.O.

A-024

11'-03 8"

12'-103 4"

2'-13 4"

1'-103 8"

12'-103 4"

11'-03 8"

8'-43 8"

* SEE TICKET FOR EXTRUSION CUT LENGTHS

LEAVE 2 7/16" UNSHEATHED

2'-63 4" SHEATHING

35'-111 4"

3'-7"

2'-13 4"

12'-103 4"

4'-17 16"

28'-213 16"

24'-414"

20'-213 16"

A-023

3'-109 16"

4'-17 16"

32'-414"

4'-6116"

3'-412"

15'-83 4"

7'-83 4"

4'-414"

0" 1'-103 8"

4'-712"

12'-414"

3'-412"

4'-414"

1'-212"

NOTE: USE 5/8" DENSGLASS GOLD SHEATHING.

4'-712"

A-023

35'-111 4"

PRIME FOR BLACK GRACE PERMABARRIER MEMBRANE.

INSULATE WITH 4" ROXUL CAVITY ROCK DD.

4'-414"

12'-414"

7'-83 4"

4'-414"

PERIMETER GIRTS A-023

1'-718"

QTY:

ELEV:

CAD BY:

CHECKED BY: TC DATE: 07.27.16 SCALE: 3/16"=1'

463.4 SQ FT S

SEQ:

DRAWING NO:

5S5 GIRT

BILL OF MATERIALS

4 PD-01

2'-75 8"

1'-915 16"

3'-51116" 3 " 4

5'-35 8"

2'-75 8"

7'-1114"

1'-915 16"

3'-51116" 5'-35 8"

3 " 4

3 " 4 4'-03 4"

2'-75 8"

7'-1114"

1'-915 16"

3'-51116"

5'-35 8"

3 " 4

2'-75 8"

1'-6"

1'-1" 1'-915 16"

3'-51116"

5'-35 8"

7'-1114"

BRONZE (V)

12'-6"

A0_5

BRONZE (V)

12'-6"

B0_5

BRONZE (V)

12'-6"

AOL_5

BRONZE (V)

12'-6"

BOL_5

BRONZE (V)

12'-6"

A02_5

BRONZE (V)

12'-6"

BLACK (V)

2'- 1 3/4"

BLACK (H)

7'-11 7/16"

BLACK (H)

7'-11 7/16"

P10

BLACK (V)

0'- 7 1/2"

P11

BLACK (H)

7'-11 7/16"

P12

BLACK (H)

7'-11 7/16"

35'-111 4" FINISH WIDTH

3 " 4

7'-117 16"

3 " 8

7'-117 16"

3'-03 8"

3 " 4

814" 712"

712"

35'-1114"

20'-0" 3 " 4

3'-1114"

P12

27'-117 16" 27'-1113 16"

P11

SP3

3 " 4

SP4

19'-1114"

P10

16'-0"

3 " 8

7'-117 16"

SP5

7'-117 16" 7'-1113 16"

SP4

15'-1114"

SP5

3 " 4

75 " 43 4" 16

BRONZE (V)

SP-2

BLACK (H)

12' - 5 1/8" 2'- 1 1/4"

SP-3

BLACK (H)

7' - 11 5/8"

SP-4

BLACK (H)

7' - 10 3/4"

SP-5

BLACK (V)

0'- 7 1/2"

S-0277

ACM CLIPS ACM CLIP

0'-6"

712" WEEP

0" 5"

1'-1" 1'-6"

7'-117 16"

FINISH SECTION 1

35'-1114" PANEL WIDTH

FINISH ELEVATION 3

PD-01

PD-02

PD-01

FINISH SECTION 2

ESSEX CROSSING: SITE 2 115 DELANCY STREET NEW YORK, NY 10011

1'-915 16" 2'-75 8"

1'-915 16"

3'-51116" 5'-35 8"

7'-1114"

2'-75 8" 3 " 4

LOUV-1

3'-51116"

1'-915 16"

5'-35 8"

2'-75 8" 4'-03 4"

7'-1114"

5'-35 8" 7'-1114"

1'-915 16"

3'-51116" 2'-75 8"

3 " 4

NYC DOB NO: 121191646 JOB NUMBER:

3'-51116"

15-820-038

5'-35 8"

ISSUES / REVISIONS:

7'-1114"

DESCRIPTION

DATE

35'-1114"

7'-117 16"

FINISH PLAN C

3 " 8

7'-117 16"

3 " 4

3'-1114" 35'-1114" PANEL WIDTH

3 " 4

35'-1114"

20'-0"

27'-117 16" 27'-1113 16"

19'-111 4"

15'-111 4"

7'-117 16" 7'-1113 16"

16'-0"

1'-1"

FINISH PLAN B

SP3

SP-1

10'-51 4" (S-0298 CUT)

3'-03 8"

43 4"

12'-103 4"

5'-83 8"

712"

15'-1114"

ACM SPLINES

10'-9"

10'-112" F.O.

10'-0"

4'-03 4" F.O.

15'-1114"

10'-0" SHEATHING

2'-8"

12'-103 4"

SP1

12'-6"

12'-103 4" FINISH HEIGHT

8'-43 8"

LOUV-1 P2

2'-13 4"

11'-03 8"

12'-17 8"

2'-8"

MTL - 6

12'-103 4"

12'-93 16" FRAMING HEIGHT

27 16"

12'-103 4"

2'-63 4" SHEATHING

12'-103 4"

1'-103 8"

LEAVE 2 7/16" UNSHEATHED

3 " 4

2'-13 4"

28'-0"

20'-0"

SP2

5'-35 8"

35'-1114"

2'-75 8"

SP2

16'-0"

8'-0"

5'-35 8"

27'-111 4"

2'-75 8"

7'-1114"

19'-111 4"

5'-35 8"

15'-111 4"

2'-75 8"

7'-1114"

10'-9" 10'-814"

12'-103 4" FINISH HEIGHT

RIVETS TO MATCH PAN COLOR AT PERIMETER.

12'-103 4"

NOTE: FINISH PANS ARE ALPOLIC 4MM MATERIAL IN EITHER BRONZE OR METALLIC BLACK.

5'-35 8"

7'-111 4"

2'-75 8"

3'-1114"

HEIGHT

FINISH PLAN A

7'-1114"

DESCRIPTION

BO1_5

35'-1114"

7'-1114"

QTY

ACM PANS

1'-1"

ID #

7'-117 16"

3 " 8

7'-117 16"

TOTAL SQ. FOOTAGE: QTY:

ELEV:

CAD BY:

CHECKED BY: TC DATE: 07.27.16 SCALE: 3/16"=1'

463.4 SQ FT S

SEQ:

DRAWING NO:

5S5 FINISH

SEAL OVER SCREW W/ DOW 758SILICONE SEALANT [CJ-05] 2" GRADE 5 DRILL FLEX HDG HEX HEAD SCREWS [SC-01] @16" O.C. #10-1 300 SERIES S.S PAN HEAD TEK SCREWS [SC-03] @ 20" O.C.

.050" ALUMINUM - CONTINUOUS SET IN SEALANT

43 4"

5" 416

X X

CONTINUOUS VAPOR BARRIER B.O.

COPING SUBSTRUCTURE TYPE B

OVERLAP EIFS UNDERCOAT W/ MESHON TO BACKWRAP W/ MESH COAT, TYP. @ ALL PERIMETER CONDITIONS

3" 4

3 5 21" X 16 " NOTCH OUT OF BACK OF RIGID INSULATIONTO ALLOW FOR EIFS BACKWRAP @ IIEF PERIMETER EXTRUSIONS, TYP.

COPING PROFILE E

Â°

3" 8

COPING SUBSTRUCTURE TYPE E TYP.

X X X X X X

13" 616

3" 4

FRONT OF FINISH: THIN BRICK [BS-00] SEE MATERIAL SCHEDULE FOR COLOR

1'-4 7 " 16

5" 316

7 16"

9 3'-716"

53 4"

SECTION SHOWN FOR REFERENCE

PAINTED .032 ALUMINUM SPLICE 6" LENGTHS TO MATCH SILVER 601

PAINTED .032 ALUMINUM COPING 10' LENGTHS TO MATCH SILVER 601

ISLAND INTERNATIO EXTERIOR FABRICAT

COPING PROFILE E

COLOR PRIME @ ALL CAULK TO EIFS LOCATIONS, TYP.

CONTINUOUS .050" ALUM. STIFFENER

53 8"

SEAL OVER SCREW W/ DOW 758SILICONE SEALANT [CJ-05] 2" GRADE 5 DRILL FLEX HDG HEX HEAD SCREWS [SC-01] @16" O.C.

1'-413 16"

1101 SCOTT AVENUE CALVERTON, NY PH. (631) 208-3500 FAX (631) 2

SPLICE TYPE E SUBSTRUCTURE TYPE E

OWNER:

SUBSTRUCTURE TYPE B

BACKWRAP EPS INSULATION W/ MESH AND UNDERCOAT

FLUSHING COMMONS

BACKSTOP LIQUID APPLIED AQUAFLASH WATERPROOFING MEMBRANE FROM WP MEM. TO PERIM. EXT. PRIMUS DM, TROWEL ON HORIZONTALLY 2 14" EPS INSULATION

Contact:

DRYVIT PRIMUS LIMESTONE FINISH COAT ARCHITECT TO PROVIDE COLOR

1121 AVENUE OF THE AMERICAS, 29TH FLOOR NEW YORK, NY

DRYVIT PRIMUS DM BASE COAT W/ MESH

ARCHITECT OF RECORD:

PERKINS EASTMAN Contact:

PERKINS EASTMAN 115 FIFTH AVENUE NEW YORK, NY 10003 T: 212.353.7200

CONSTRUCTION MANAGER:

TISHMAN CONSTRUC CORPORATION Contact:

SPLICE TYPE E COPING TYPE E COPING TYPE E

100 PARK AVENUE 5TH FLOOR NEW YORK, NY 10017

STRUCTURAL ENGINEER:

SPLICE TYPE E

DESIMONE CONSULT ENGINEERS

COPING TYPE E COPING TYPE E

SPLICE TYPE E COPING TYPE E

SPLICE TYPE E

COPING TYPE E COPING TYPE E

COPING TYPE E

Contact:

SPLICE TYPE E

18 WEST 18TH STREET NEW YORK, NY 10003

SEE SEPARATE SUBMITTAL FOR BUILDING D

COPING TYPE E

SPLICE TYPE E COPING TYPE E

REVISIONS:

SEAL:

COPING TYPE E SPLICE TYPE E

COPING TYPE E

COPING TYPE E COPING TYPE E SPLICE TYPE E

COPING TYPE E

COPING TYPE E SPLICE TYPE E

COPING TYPE E

COPING TYPE E SPLICE TYPE E

COPING TYPE E

COPING TYPE E SPLICE TYPE E

SPLICE TYPE E COPING TYPE E

COPING TYPE E

COPING TYPE E SPLICE TYPE E

SPLICE TYPE E

PROJECT:

FLUSHING COMM BUILDING C JOB NUMBER:

TITLE:

B14-801-038

COPING LAYOUT @ BLDG C - 14TH FLO

SEAL OVER SCREW W/ DOW 758SILICONE SEALANT [CJ-05] 2" GRADE 5 DRILL FLEX HDG HEX HEAD SCREWS [SC-01] @16" O.C. #10-1 300 SERIES S.S PAN HEAD TEK SCREWS [SC-03] @ 20" O.C.

.050" ALUMINUM - CONTINUOUS SET IN SEALANT COLOR PRIME @ ALL CAULK TO EIFS LOCATIONS, TYP.

CONTINUOUS .050" ALUM. STIFFENER

SECTION SHOWN FOR REFERENCE

1'-4 7 " 16 13" 616

5" 316

COPING PROFILE E

PAINTED .032 ALUMINUM SPLICE 6" LENGTHS TO MATCH SILVER 601

ISLAND INTERNATIONA EXTERIOR FABRICATORS

COPING PROFILE E 7 16"

SEAL OVER SCREW W/ DOW 758SILICONE SEALANT [CJ-05] 2" GRADE 5 DRILL FLEX HDG HEX HEAD SCREWS [SC-01] @16" O.C.

Â°

X X X X X X

3 5 21" X 16 " NOTCH OUT OF BACK OF RIGID INSULATIONTO ALLOW FOR EIFS BACKWRAP @ IIEF PERIMETER EXTRUSIONS, TYP.

BACKWRAP EPS INSULATION W/ MESH AND UNDERCOAT

COPING SUBSTRUCTURE TYPE E TYP.

53 4"

43 4"

3" 4

COPING SUBSTRUCTURE TYPE B

53 8"

5" 416 CONTINUOUS VAPOR BARRIER B.O. OVERLAP EIFS UNDERCOAT W/ MESHON TO BACKWRAP W/ MESH COAT, TYP. @ ALL PERIMETER CONDITIONS

3" 8 13" 1'-416

1101 SCOTT AVENUE CALVERTON, NY 119 PH. (631) 208-3500 FAX (631) 208-8

SPLICE TYPE E SUBSTRUCTURE TYPE E OWNER:

SUBSTRUCTURE TYPE B

FLUSHING COMMONS,

BACKSTOP LIQUID APPLIED AQUAFLASH WATERPROOFING MEMBRANE FROM WP MEM. TO PERIM. EXT. PRIMUS DM, TROWEL ON HORIZONTALLY 2 14" EPS INSULATION

Contact:

DRYVIT PRIMUS LIMESTONE FINISH COAT ARCHITECT TO PROVIDE COLOR

1121 AVENUE OF THE AMERICAS, 29TH FLOOR NEW YORK, NY

DRYVIT PRIMUS DM BASE COAT W/ MESH

ARCHITECT OF RECORD:

PERKINS EASTMAN Contact:

PERKINS EASTMAN 115 FIFTH AVENUE NEW YORK, NY 10003 T: 212.353.7200

CONSTRUCTION MANAGER:

TISHMAN CONSTRUCTI CORPORATION Contact:

100 PARK AVENUE 5TH FLOOR NEW YORK, NY 10017

STRUCTURAL ENGINEER:

DESIMONE CONSULTIN ENGINEERS Contact:

SEE SEPARATE SUBMITTAL FOR BUILDING D

FRONT OF FINISH: THIN BRICK [BS-00] SEE MATERIAL SCHEDULE FOR COLOR

3" 4

PAINTED .032 ALUMINUM COPING 10' LENGTHS TO MATCH SILVER 601

3'-7 9 16"

18 WEST 18TH STREET NEW YORK, NY 10003

REVISIONS:

SEAL:

PROJECT:

FLUSHING COMMO BUILDING C JOB NUMBER:

TITLE:

COPING LAYOUT

TOP OF PANEL EL = +207'- 11 1/2 "

ACCESS LINE

TOP OF COPING EL = +208'-2"

1101 SCOTT AVENUE CALVERTON, NY 11933 PH. (631) 208-3500 FAX (631) 208-8165

BOTTOM OF EIFS EL = +206'-5 13/16"

TOP OF PANEL EL = +207'-11 1/2"

OWNER:

FLUSHING COMMONS, LLC

ACCESS LINE

TOP OF COPING EL = +208'-2" ACCESS LINE

EL = +206'-5 13/16" BOTTOM OF EIFS

ISLAND INTERNATIONAL EXTERIOR FABRICATORS

Contact:

1121 AVENUE OF THE AMERICAS, 29TH FLOOR NEW YORK, NY

ARCHITECT OF RECORD:

PERKINS EASTMAN Contact: SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

SUBSTRUCTURE SUBSTRUCTURE TYPE B TYPE B SUBSTRUCTURE SUBSTRUCTURE TYPE E TYPE E

SUBSTRUCTURE TYPE E

SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

COPING PROFILE E

TISHMAN CONSTRUCTION CORPORATION

RUN WATERPROOF MEMBRANE UNDER BACKER ROD

ACCESS LINE

IIEF TO SEAL EIFS TO FLASHING W/ CAULK AND CLOSED CELL BACKER ROD, COLOR : TBD

7" 16

Â°

COPING SUBSTRUCTURE TYPE E TYP.

COPING PROFILE E

3" 8

SPLICE TYPE E SUBSTRUCTURE TYPE E

13" 1'-416

SUBSTRUCTURE TYPE B

OVERLAP EIFS UNDERCOAT W/ MESHON TO BACKWRAP W/ MESH COAT, TYP. @ ALL PERIMETER CONDITIONS

1 41" GRADE 5 DRILL FLEX HDG HEX HEAD SCREWS [SC-01] 16" O.C. IIEF ALUM. PERIMETER EXTRUSION [ IIEF-S-0107 ] PERIM. EXT. [IIEF-S-0107] SET IN CONT. BED OF DOW 758 SEALANT [CJ-05]

DETAIL MEMBRANE FROM PERIMETER EXT. S-0127TO PERIMETER GIRT A-0027

COLOR PRIME @ ALL CAULK TO EIFS LOCATIONS, TYP.

Contact: SEE SEPARATE SUBMITTAL FOR BUILDING D

SEE DETAIL 2/SD-502 FOR TYP. ACM SYSTEM DETAILS

IIEF ALUMINUM PERIMETER ACM SUPPORT [A-0027] EXTRUSION

AQUAFLASH RETURNS TO EXTRUSION BENEATH BACKER ROD (7/8")

3" 4

DETAIL MEMBRANE FROM PERIMETER EXT. S-0127TO PERIMETER GIRT A-0028

BACKSTOP LIQUID APPLIED AQUAFLASH WATERPROOFING MEMBRANE FROM WP MEM. TO PERIM. EXT.

3" 4

2 14" EPS INSULATION PRIMUS DM, TROWEL ON HORIZONTALLY

613 16"

45" 16

5/8" DENSGLASS SHEATHING B.O. DRYVIT PRIMUS LIMESTONE FINISH COAT ARCHITECT TO PROVIDE COLOR DRYVIT PRIMUS DM BASE COAT W/ MESH

1'-4 7 " 16

35" 16

BACKWRAP EPS INSULATION W/ MESH AND UNDERCOAT

53 4"

3 5 12" X 16 " NOTCH OUT OF BACK OF RIGID INSULATIONTO ALLOW FOR EIFS BACKWRAP IIEF PERIMETER EXTRUSIONS, TYP.

43 4"

PERKINS EASTMAN 115 FIFTH AVENUE NEW YORK, NY 10003 T: 212.353.7200

CONSTRUCTION MANAGER:

SECTION SHOWN FOR REFERENCE COPING SUBSTRUCTURE TYPE B

SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

ACCESS LINE

SUBSTRUCTURE TYPE B SUBSTRUCTURE TYPE E

SUBSTRUCTURE TYPE B

53" 8

ACCESS LINE

SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

100 PARK AVENUE 5TH FLOOR NEW YORK, NY 10017

STRUCTURAL ENGINEER:

DESIMONE CONSULTING ENGINEERS Contact:

18 WEST 18TH STREET NEW YORK, NY 10003

REVISIONS:

SUBSTRUCTURE TYPE B SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

SUBSTRUCTURE TYPE E SUBSTRUCTURE SUBSTRUCTURE TYPE B TYPE E SUBSTRUCTURE TYPE B

SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

SEAL:

SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

1'-13 8"

E SEAL OVER SCREW W/ DOW 758SILICONE SEALANT [CJ-05] 2" GRADE 5 DRILL FLEX HDG HEX HEAD SCREWS [SC-01] @16" O.C. #10-1 300 SERIES S.S PAN HEAD TEK SCREWS [SC-03] @ 20" O.C.

SEAL OVER SCREW W/ DOW 758SILICONE SEALANT [CJ-05] 2" GRADE 5 DRILL FLEX HDG HEX HEAD SCREWS [SC-01] @16" O.C.

.050" ALUMINUM - CONTINUOUS SET IN SEALANT COLOR PRIME @ ALL CAULK TO EIFS LOCATIONS, TYP.

CONTINUOUS .050" ALUM. STIFFENER

PROJECT:

PAINTED .032 ALUMINUM SPLICE 6" LENGTHS TO MATCH SILVER 601 7" 516

BACKWRAP EPS INSULATION W/ MESH AND UNDERCOAT BACKSTOP LIQUID APPLIED AQUAFLASH WATERPROOFING MEMBRANE FROM WP MEM. TO PERIM. EXT. PRIMUS DM, TROWEL ON HORIZONTALLY 2 41" EPS INSULATION DRYVIT PRIMUS DM BASE COAT W/ MESH DRYVIT PRIMUS LIMESTONE FINISH COAT ARCHITECT TO PROVIDE COLOR

ACCESS LINE

3 5 21" X 16 " NOTCH OUT OF BACK OF RIGID INSULATIONTO ALLOW FOR EIFS BACKWRAP @ IIEF PERIMETER EXTRUSIONS, TYP.

BOTTOM OF EIFS EL = +206'-5 13/16"

TOP OF PANEL EL = +207'-11 1/2"

ACCESS LINE

TOP OF COPING EL = +208'-2"

CONTINUOUS VAPOR BARRIER B.O. OVERLAP EIFS UNDERCOAT W/ MESHON TO BACKWRAP W/ MESH COAT, TYP. @ ALL PERIMETER CONDITIONS

ACCESS LINE

FRONT OF FINISH: THIN BRICK [BS-00] SEE MATERIAL SCHEDULE FOR COLOR

ACCESS LINE

PAINTED .032 ALUMINUM COPING 10' LENGTHS TO MATCH SILVER 601

FLUSHING COMMONS BUILDING C JOB NUMBER:

B14-801-038

TITLE:

SUBSTRUCTURE LAYOUT @ BLDG C - 14TH FLOOR CADD BY: CHECKED BY: DATE: FILE PATH:

WKP TC 04/20/2016

DRAWING NO:

FI-C-14S

ISLAND INTERNATIONAL EXTERIOR FABRICATORS

COPING PROFILE E

1101 SCOTT AVENUE CALVERTON, NY 11933 PH. (631) 208-3500 FAX (631) 208-8165

SECTION SHOWN FOR REFERENCE

OWNER:

Contact:

7 16" 53 4"

43 4"

3" 58

5" 416

Â°

BOTTOM OF EIFS 11 EL = +226'-1 16 "

COPING PROFILE E

3" 8

TOP OF COPING TOP OF PANEL EL = +229'-11 38" EL = +230'-2"

SPLICE TYPE E

TOP OF PANEL EL = +229"- 11 3/8"

1'-413" 16

ARCHITECT OF RECORD:

SUBSTRUCTURE TYPE B

PERKINS EASTMAN Contact:

ACCESS LINE

.050" ALUMINUM - CONTINUOUS SET IN SEALANT

1'-37 8" COPING PROFILE E

SEE SEPARATE SUBMITTAL FOR BUILDING D

T/ COPING EL=+230'-2"

221" 11" 116

CONTINUOUS .050" ALUM. STIFFENER SET IN BED OF CONT. DOW 758 @ SCREW LOCATIONS PAINTED .032 ALUMINUM SPLICE 6" LENGTHS TO MATCH SILVER 601 PAINTED .032 ALUMINUM COPING 10' LENGTHS TO MATCH SILVER 601

3" 316

53 8"

513 16"

3 5 21" X 16 " NOTCH OUT OF BACK OF RIGID INSULATIONTO ALLOW FOR EIFS BACKWRAP @ IIEF PERIMETER EXTRUSIONS, TYP.

7" 8 5" 116 5 16"

BACKWRAP EPS INSULATION W/ MESH AND UNDERCOAT

5/8" DENSGLASS SHEATHING B.O. ROOFER INSTALLED INSULATION & WATERPROOFING

ISLAND PANEL - SEE IIEF SHOP DRAWINGS

BACKSTOP LIQUID APPLIED AQUAFLASH WATERPROOFING MEMBRANE FROM WP MEM. TO PERIM. EXT.

FRONT OF PANEL

PRIMUS DM, TROWEL ON HORIZONTALLY 2 41" EPS INSULATION

SUBSTRUCTURE TYPE B SUBSTRUCTURE TYPE E

ACCESS LINE

DRYVIT PRIMUS DM BASE COAT W/ MESH DRYVIT PRIMUS LIMESTONE FINISH COAT ARCHITECT TO PROVIDE COLOR

CURB STEPS UP

SUBSTRUCTURE TYPE B SUBSTRUCTURE TYPE E

SUBSTRUCTURE TYPE B

SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

18 WEST 18TH STREET NEW YORK, NY 10003

REVISIONS:

SEAL:

SUBSTRUCTURE TYPE E

SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

STRUCTURAL ENGINEER:

Contact:

3" 4 T.O. PANEL SEE IIEF SHOP DRAWINGS

100 PARK AVENUE 5TH FLOOR NEW YORK, NY 10017

DESIMONE CONSULTING ENGINEERS

OVERLAP EIFS UNDERCOAT W/ MESHON TO BACKWRAP W/ MESH COAT, TYP. @ ALL PERIMETER CONDITIONS

FRONT OF FINISH: THIN BRICK [BS-00] SEE MATERIAL SCHEDULE FOR COLOR

#10-1 300 SERIES S.S PAN HEAD TEK SCREWS [SC-03] @ 20" O.C.

7" 16

T.O. COPING SEE IIEF SHOP DRAWINGS

SUBSTRUCTURE TYPE B SUBSTRUCTURE TYPE E

SUBSTRUCTURE TYPE B

CONTINUOUS VAPOR BARRIER B.O.

.050" ALUMINUM - CONTINUOUS SET IN BED OF CONT. DOW 758 @ SCREW LOCATIONS

121"

25 8"

5" 416

SUBSTRUCTURE TYPE E

SUBSTRUCTURE TYPE B

7" 516

PAINTED .032 ALUMINUM COPING 10' LENGTHS TO MATCH SILVER 601

SEAL OVER SCREW W/ DOW 758SILICONE SEALANT [CJ-05] 2" GRADE 5 DRILL FLEX HDG HEX HEAD SCREWS [SC-01] @16" O.C. SET IN BED OF CONT. DOW 758 @ SCREW LOCATIONS

23 4" 1143" PREVIOUSLY INSTALLED IEF PANEL 7" 8

SUBSTRUCTURE TYPE E

SUBSTRUCTURE TYPE B

PAINTED .032 ALUMINUM SPLICE 6" LENGTHS TO MATCH SILVER 601

TISHMAN TO CONFIRM BACK OF PARAPET ROOFING SYSTEM DIMENSION.

1'-413 16" @ PROFILE E

SUBSTRUCTURE TYPE E

COLOR PRIME @ ALL CAULK TO EIFS LOCATIONS, TYP.

PROFILE @ SD- 1/616

SEAL OVER SCREW W/ DOW 758SILICONE SEALANT [CJ-05] 2" GRADE 5 DRILL FLEX HDG HEX HEAD SCREWS [SC-01] @16" O.C. SET IN BED OF CONT. DOW 758 @ SCREW LOCATIONS

Contact:

SEAL OVER SCREW W/ DOW 758SILICONE SEALANT [CJ-05] 2" GRADE 5 DRILL FLEX HDG HEX HEAD SCREWS [SC-01] @16" O.C.

CONTINUOUS .050" ALUM. STIFFENER

SUBSTRUCTURE TYPE B SUBSTRUCTURE TYPE E

TISHMAN CONSTRUCTION CORPORATION

#10-1 300 SERIES S.S PAN HEAD TEK SCREWS [SC-03] @ 20" O.C.

SEAL OVER SCREW W/ DOW 758SILICONE SEALANT [CJ-05] 2" GRADE 5 DRILL FLEX HDG HEX HEAD SCREWS [SC-01] @16" O.C.

PERKINS EASTMAN 115 FIFTH AVENUE NEW YORK, NY 10003 T: 212.353.7200

CONSTRUCTION MANAGER:

PROFILE @ SD- 1/616

7 " @ PROFILE E 1'-416

1121 AVENUE OF THE AMERICAS, 29TH FLOOR NEW YORK, NY

SUBSTRUCTURE TYPE E

ACCESS LINE

E.1 ACCESS LINE

218"

TOP OF COPING EL = +230'-2"

BOTTOM OF EIFS EL = +226'-1 11/16 "

COPING PROFILE E

TOP OF PANEL EL = +230'-2"

613" 16

3" 4

TOP OF COPING EL = +229'-11 38"

1'-4 7 " 16

35" 16

COPING PROFILE E

COPING SUBSTRUCTURE TYPE E TYP.

BOTTOM OF EIFS 11 " EL = +226'-1 16

FLUSHING COMMONS, LLC

T/ COPING EL=+230'-2"

COPING SUBSTRUCTURE TYPE B

SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

SUBSTRUCTURE TYPE B

SUBSTRUCTURE TYPE E SUBSTRUCTURE TYPE B

PROJECT:

FLUSHING COMMONS BUILDING C EL = +230'-2" TOP OF COPING TOP OF PANEL EL = +229'-11 38"

JOB NUMBER: 4"

ACCESS LINE

EL = +230'-2" TOP OF COPING TOP OF PANEL EL = +229'-11 38"

B14-801-038

TITLE:

SUBSTRUCTURE LAYOUT @ BUILDING C 16TH FLOOR CADD BY: CHECKED BY: DATE: FILE PATH:

WKP TC 04/22/2016

DRAWING NO:

FI-C-16S