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HECTOR VILL AGRAN ARCH | | TECH


KEYPLAN

A

B

C

FLASHING AS REQUIRED

2 ROOF +85.64'

REFER TO DOOR SCHEDULE FOR TYPES

TYP. ROOF ASSEMBLY 3-PLY BITUMINOUS MEMBRANE ON 2" RIGID INSULATION 10" MTL. JOIST 7/8" FURRING CHANNELS & 1 LAYER 5/8" GYP. BOARD

D10

11'-6"

WIC

M. BATH

LAUNDRY

KITCHEN

BLOCK:

REFER TO WINDOW SCHEDULE FOR TYPES

REFER TO DOOR SCHEDULE FOR TYPES

6TH FLOOR +74.14'

W1

TYP. FLOOR ASSEMBLY 3/4" HARWOOD FLOORING ON 3/4" PLYWOOD SUBSTRATE MTL. JOIST 7/8" FURRING CHANNELS & 1 LAYER 5/8" TYP. X GYP. BD

W3

22732

SEAL:

ANESTIS DEMOU RA ARCHITECT 1481 YORK AVENUE NEW YORK, NY 10075

W1

LOBBY

D15

LOT:

2272

ARCHITECT:

2ND FLOOR +28.14'

RECREATION ROOM

FLASHIN G AS REQ.

4

TYP. FLOOR ASSEMBLY 3/4" HARWOOD FLOORING ON 3/4" PLYWOOD SUBSTRATE MTL. JOIST 7/8" FURRING CHANNELS & 1 LAYER 5/8" TYP. X GYP. BD

FACE BRICK 1" AIR GAP ON 8" CMU WALL 3 1/2" MTL. STUDS & 1 LAYER 5/8" GYP. BD.

D15

ENGINEER: W2

1ST FLOOR +16.64'

W2 D3

5TH FLOOR +62.64'

11'-0"

11'-6"

EXTERIOR STUCCO WALL 2" EIFS RIGID INSULATION (R-12.8) ON 8" CMU WALL 3 1/2" MTL. STUDS & 1 LAYER 5/8" GYP. BOARD

OPEN CELLAR

GRADE +12.14'

DESIGNCONSULTANT:

CELLAR +5.64'

11'-6"

FLASHING AT ALL WINDOWS & DOOR S AS REQ.

LAUNDRY

KITCHEN

DINING

146 SPENCER STREET SUITE #3006 BROOKLYN NY, 11205 T. 718.484.3201

4TH FLOOR +51.14'

11'-6"

LINTELS REFER STRUCT.

MUNICIPALCONSULTANT:

RELIABLE EXPEDITING

WIC

M. BATH

LAUNDRY

KITCHEN

DINING

2

11'-6"

3RD FLOOR +39.64'

777 KENT AVE, BROOKLYN, NY 11205 (718) 797-2710

ENTRY DETAIL 1 SCALE: 3/16" = 1'-0"

EXTERIOR STUCCO WALL 2" EIFS RIGID INSULATION (R-12.8) ON 8" CMU WALL 3 1/2" MTL. STUDS & 1 LAYER 5/8" GYP. BOARD

B TYP. FLOOR ASSEMBLY 3/4" HARWOOD FLOORING ON 3/4" PLYWOOD SUBSTRATE MTL. JOIST 7/8" FURRING CHANNELS & 1 LAYER 5/8" TYP. X GYP. BD

A

WIC

M. BATH

LAUNDRY

KITCHEN

DINING

D7

2ND FLOOR +28.14'

REVISIONS DESCRIPTION

NO.

C

DATE

2ND FLOOR +28.14'

11'-6"

REFER TO WINDOW SCHEDULE FOR TYPES

WIC

M. BATH

LAUNDRY

KITCHEN

DINING

W7

D7

W7

W4

11'-0"

1ST FLOOR +16.64'

REFER TO WINDOW SCHEDULE FOR TYPES

W4 REFER TO DOOR SCHEDULE FOR TYPES

SHEETTITLE:

1ST FLOOR +16.64'

GRADE +12.14'

GRADE +12.14'

OPEN CELLAR

SECTIONS PROJECTTITLE:

NEW SIX STORY RESIDENTIAL BUILDING LOCATION:

16 BARTLETT STREET, BROOKLYN NY 11206

CELLAR +5.64'

CELLAR +5.64'

DEPARTMENTOFBUILDINGSAPPLICATION#:

# 320716800 DOBBSCANSTICKER

NOTE: REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL DESIGN

SCALE: DATE:

1

BUILDING SECTION 3 SCALE: 3/16" = 1'-0"

3

ENTRY DETAIL 2 SCALE: 3/16" = 1'-0"

3/16" = 1'-0" 6/20/2013 10:03:45 PM

DRAWINGNO.

DRAWNBY: CHECKEDBY:

SW AD

A-206.00

SHEET 18 OF 25

page | 1


D

C

A

B

P A R T I T I O N     T Y P E S

FLOOR/CEILING ASSEMBLY DETAIL ROOF ASSEMBLY DETAIL U.L. DESIGN NO. U419  MEA# BSA #338‐78‐SM (TYP.) 408‐89‐M (APP) CONTINUOUS ACOUSTIC CAULKING AT ALL JOINTS BOTH SIDES

HEAD

FLOOR /ROOF SYSTEM

TAPE & JOINT COMPOUND BOTH SIDES

CEILING AS SCHEDULED

2" THERMAFIBER SOUND ATTENUATION BLANKET

5

CONTINUOUS ACOUSTIC CAULKING AT ALL JOINTS BOTH SIDES

HEAD

HEAD

TAPE & JOINT COMPOUND BOTH SIDES

FLOOR /ROOF SYSTEM

CONTINUOUS ACOUSTIC CAULKING AT ALL JOINTS BOTH SIDES FLOOR /ROOF SYSTEM

TAPE & JOINT COMPOUND BOTH SIDES

RELIEVING ANGLE

CEILING AS SCHEDULED

2" THERMAFIBER SOUND ATTENUATION BLANKET

2" E.I.F.S.

3" THERMAFIBER SOUND ATTENUATION BLANKET

CEILING AS SCHEDULED

METAL PARAPET COPING

SHEATHING

1" TREATED WOOD BLOCKING PROVIDE THRU‐WALL ALUMINUMCAP RECEIVER, FLASHING AND COUNTER FLASHING AT ALL PARAPET ROOF JUNCTURES CARRY‐UP BASE FLASHING 8"MIN. PROVIDE CONT. CANT STRIP AT ALL PARAPET ROOF JUNCTURES

2 1/2" METAL STUDS @ 16" O.C.

PLAN

1 LAYERS 5/8"  GYP. BD. EACH SIDE

3 5/8" METAL STUDS 20 GA. @ 16" O.C.

PLAN

2  1/2" GALV. STUD TRACK ON FLOOR

PLAN

2 LAYERS 5/8"  GYP. BD. FIRECODE "C"  CORE EACH SIDE 3 5/8" GALV. STUD TRACK ON FLOOR

CONTINUOUS ACOUSTIC CAULKING AT ALL JOINTS BOTH SIDES

BASE & FINISH FLOOR  AS SCHEDULED

BASE

2 1/2" METAL STUDS @ 16" O.C.

ROOF +81.89'

1 LAYERS 5/8"  GYP. BD. EACH SIDE

CONTINUOUS ACOUSTIC CAULKING AT ALL JOINTS BOTH SIDES

4

STC: NOTES:

7/8" FURRING CHANNELS PERPENDICULAR TO F.J. @ 16" O.C.

VARIES

U419

UL DESIGN:

U419

UL DESIGN:

U493

44

STC:

51

STC:

59

NOTES:

AT BATHS. & PWD. RMS. : USE  1 LAYER 5/8" W.R.  GYP BD. & 1 LAYER 5/8"  GYP BD. WITH CERAMIC TILE INSTALL CEMENT BD.  INSTEAD OF GYP. BD. AT TUB LOCATION. WATERPROOFING MEMBRANE TURN UP 4" ABOVE FIN. FLR.

NOTES:

AT BATHS. & PWD. RMS. : USE  1 LAYER 5/8" W.R.  GYP BD. & 1 LAYER 5/8"  GYP BD. WITH CERAMIC TILE INSTALL CEMENT BD.  INSTEAD OF GYP. BD. AT TUB LOCATION. WATERPROOFING MEMBRANE TURN UP 4" ABOVE FIN. FLR.

AT BATHS. & PWD. RMS. : USE  1 LAYER 5/8" W.R.  GYP BD.  WITH CERAMIC TILE INSTALL CEMENT BD.  INSTEAD OF GYP. BD. AT TUB LOCATION. WATERPROOFING MEMBRANE TURN UP 4" ABOVE FIN. FLR. AT KITCHEN CABINETS USE 3‐5/8" METAL STUDS @ 12" O.C.

LOCATION:

A

AT KITCHEN CABINETS USE 3‐5/8" METAL STUDS @ 12" O.C.

WITHIN APARTMENTS

LOCATION:

INTERIOR WALL

B

NO.

MEMBRANE FLASHING OVER METAL FLASHING

GALVANIZED STRUCTURAL STEEL ANGLE FOR MASONRY  SUPPORT WELD TO TUBE WITH SPACER

LOCATION:

2 HOUR INTERIOR WALL

C

AT KITCHEN & BATHROOMS WITHIN APARTMENTS

ELASTOMETRIC SEALANT WITH 3/4" BACKER ROD

HANGERS AT 4'-0" O.C. MAX.

2" E.I.F.S. 8" C.M.U.

1 1/2" C.R. CHANNELS AT 4'-0" O.C. MAX.

4TH FLOOR +71.89'

FURRING CLIP BC 27‐859 CHIMNEY TO EXTEND 3' ABOVE HIGHEST CONSTRUCTION WITHIN 10' OF CHIMNEY OUTLET

ING . AC H SP G C X. IN MA URR . F C . . " O TL 24 R M FO

DURA‐VENT APPROVED GAS VENT BSA CAL. # 569‐57‐SM

1

TYP. GYPSUM BOARD HUNG CEIL. DETAIL

5/8" GYP ON METAL  STUD

AIR AND VAPOR BARRIER 4" CONCRETE SLAB ON CORRUGATED STEEL DECK ON TOP OF STEEL JOISTS AS INDICATED ON STRUCTURAL PLANS FLOOR FINISH TO BY OWNER 1/4" GROUT 1/2" SHEAR STUDS WELDED TO CORRUGATED MTL. DECKING @ 12" O.C.

* CONC. SLAB OVER GALV.     MTL. DECK BSA #338‐78‐SM (TYP.)

MUNICIPAL CONSULTANT: 7/8" FURRING CHANNELS PERPENDICULAR TO F.J. @ 16" O.C.

TALL CONE BOOT FLASHING RING FASTENED TO ROOF SHEATING

TYP. FIRE RETARD ALL CEILINGS W/ (2) LAYER 1/2" TYPE 'X' GYP. THROUGHOUT  U.L. DESIGN NO. U419  MEA573‐06‐M 5/8" GYP ON METAL  STUD AIR AND VAPOR BARRIER 4" CONCRETE SLAB ON CORRUGATED STEEL DECK ON TOP OF STEEL JOISTS AS INDICATED ON STRUCTURAL PLANS 2" E.I.F.S.

DOUBLE JOIST EA. SIDE

8" C.M.U. 1" MIN. AIR SPACE

1ST FLOOR +41.89'

2

FLOOR FINISH TO BY OWNER

 4" METAL STUDS WITH 2 LAYER 5/8 GYPSUM BOARD ON EACH SIDE  2 HR RATED.

GYP. BD. CEIL'G ASSEMBLY

12" CONCRETE FOUNDATION WALL

FIN. TYPE FLOORING ON SUB‐FLOORING (TYPICAL)

1/2" SHEAR STUDS WELDED TO CORRUGATED MTL. DECKING @ 12" O.C.

OPTIONAL 1" X 4" SHEET METAL GRAVEL STOP; 36"  SQUARE MIN. SET IN FLASHING METAL FLASHING CEMENT

MINERAL FIBER FIRESTOP TO FULL LENGTH OF BEAMS ALL AROUND AT EACH  FLOOR (TYPICAL)

DECK CLAMP

3

STRIPPING FELTS

1

METAL CHIMNEY (GAS VENT) DOUBLE WALL CONSTR.: OUTER WALL #28 GA. GALV. STEEL INNER WALL = .16 ALUMINUM

DRAWING TITLE: DETAILS

1/4" GROUT 4" INSULATED SLAB

CHIMNEY DETAIL

CELLAR +31.89'

SCALE: 3/4" = 1'‐0"

1/2" MOVEMENT JOINT @ EDGE OF SLAB (USE ELASTOMETRIC FILLER)

8"X8" CROSSREINFORCEMENT (MIN 2" FROM FINISH EDGE, USE #6 REBAR)

SEAL AND SIGNATURE 14" x 14" CROSSREINFORCEMENT (USE #8 REBAR)

ROOF DRAIN DETAIL SCALE: 1 1/2" = 1'‐0"

4 C

DATE: 7/7/2013 1:22:06 PM PROJECT NO.: 221-SPEN DRAWING BY: HV DRAWING No.:

A-300.00

1/8" BENTONITE CLAY SATURATED GEOTEXTILE MEMBRANE

D

146 SPENCER STREET SUITE #3006 BROOKLYN NY, 11205 T. 718.484.3201

PROJECT: NEW 4 STORY RESIDENTIAL BUILDING

2" INSULATION

E

DESIGN CONSULTANT:

1/2" NON‐SHRINKIN EPOXY GROUT

FLOOR FINISH TO BY OWNER

TAPER INSULATION TO DRAIN

2

777 KENT AVE, BROOKLYN, NY 11205 (718) 797-2710

LOCATION: 221 SPENCER STREET BROOKLYN, NY 11205

BEARING PLATE

1/8"SATURATED BENTONITE CLAY  GEOTEXTILE MEMBRANE

CLAMPING RING

RELIABLE EXPEDITING

SAMUEL WIEDER + ASSOCIATES

1/4" GROUT

EXISTING CONCRETE SIDEWALK EDGE OF SUMP STRIPPING FELTS STRIPPING FELTS METAL FLASHING STRAINER

STRUCTURAL ENGINEER:

APPROVED TYPE ANTTIDOWN DRAFT CAP

SCALE: 1 1/2" = 1'‐0"

ROOF BEAMS (TYP.)

N

R ‐15 BATT INSULATION

FIRE STOPPING

STORM COLLAR

ROOFING

KEY PLAN

TYP. FIRE RETARD ALL CEILINGS W/ (2) LAYER 1/2" TYPE 'X' GYP. THROUGHOUT U.L. DESIGN NO. U419 MEA573‐06‐M

DOUBLE SEAL TO WINDOW TO ALLOW DEFLECTION

CHASE WALL

DOUBLE SEAL TO WINDOW

3

DATE

STAINLESS STEEL OR ZCC THROUGH‐WALL FLASHING

AT KITCHEN CABINETS USE 3‐5/8" METAL STUDS @ 12" O.C.

PUBLIC HALLWAYS BETWEEN APARTMENTS

REVISIONS DESCRIPTION

FLOOR SYSTEM

6".

SEE PLAN UL DESIGN:

DIEGO AGUILERA ARCHITECTS P.C. 97-40 62nd Drive. Suite 4L Rego park NY 11374 (718) 606 6008 - (718) 896 9432 dbaguilera@aol.com

CONTINUOUS ACOUSTIC CAULKING AT ALL JOINTS BOTH SIDES

BASE & FINISH FLOOR  AS SCHEDULED

BASE

FLOOR SYSTEM

4".

DESIGN & ARCHITECTURE

FIRE BLOCKING TYP.

2  1/2" GALV. STUD TRACK ON FLOOR

BASE & FINISH FLOOR  AS SCHEDULED

BASE

FLOOR SYSTEM

8" C.M.U.

CLASS "A" ROOF FIRESTONE 180 OR APPROVED EQUAL TORCHED DOWN RUBBER ROOF LOOSE‐LAID OVER POLYSOCYANURATE INSULATION, OR OTHER MANUFACTURER ACCEPTABLE INSULATION TYPE SPLICE WITH HIGH STRENGTH SEAM TYPE AS APPROVED MEA# 408‐89‐M (APP)

DIEGO AGUILERA ARCHITECTS, P.C.

E

SHEET 12 OF 18

WALL DETAIL SCALE: 3/4" = 1'‐0"

B

A

page | 2


page | 3


Consultants:

Armada Design 1822 E. New York Ave Brooklyn, NY 11208 TEL: 718 737 7345

Armada Design 1822 E. New York Ave Brooklyn, NY 11208 TEL: 718 737 7345

Pearl Corps, Inc 387 Forbell Ave Brooklyn, NY 11207 TEL: 718. 528. 5298

DAX Electrical 95 Fountain Ave Brooklyn, NY 12208 TEL: 718.437. 9032

Armada Design 1822 E. New York Ave Brooklyn, NY 11208 TEL: 718 737 7345

Armada Design 1822 E. New York Ave Brooklyn, NY 11208 TEL: 718 737 7345

CITY UNIVERSITY OF NEW YORK 300 JAY STREET, BROOKLYN, NY 11201

NAME:

HECTOR VILLAGRAN No.

Date

Revision

12/20/2010

DOB SUBMISSION

UNION STREET

Key Plan:

TRUE NORTH

PROJECT NORTH (43째 CCW)

CLINTON STREET

Block # 0345

Lot # 06

Designer:

ARMADA DESIGN

Project Architect/Engineer:

H. VILLAGRAN

Drawn by:

H. VILLAGRAN

Checked by:

C. BENMEKKI

Project:

Address:

SMITH BROWNSTONE RENOVATION 399 CLINTON STREET BROOKLYN, NY 11231

Drawing Title:

ENLARGED DETAILS Drawing Scale:

AS SHOWN NOTE: Drawing may be printed at reduced scale

Drawing No.:

A401 Sheets in Contract:

8

of

13

page | 4


A

L 4x4X1/2 ANGLE WELD TO Z GIRT & BOLTED TO STRUCTURAL COLUMN

A

2 Hammarskjold Plaza

C

B

East 46th Street + Second Avenue New York, New York

Z GIRT BOLTED TO BACK UP WALL

6x3x1 STEEL PLATE BOLTED TO Z GIRT & STRUCTURAL COLUMN

VERTICAL TRACK

Owner: 2 Hammarskjold Plaza

TERRACOTTA PANEL VERTICAL TRACK BOLTED TO BACK UP WALL

Z GIRT BOLTED TO VERTICAL TRACK & METAL STUD

1

USG BSA 542-68 2 HR RTD PARTITION

2 1/2" METAL STUD

WOOD FINISH SILL

VERTICAL TRACK BOLTED TO Z GIRT

4 TERRACOTTA PANEL

L 4x4x1/2 BOLTED TO STRUCTURAL COLUMN

Structural Engineer:

Mechanical & Electrical Engineer:

3

5

Architects:

USG BSA 542-68 2HR RTD PARTITION

2" SPRAY ON FIREPROOFING AROUND EXPOSED STRUCTURAL STEEL COLUMN

1/2" BACKER ROD & SEALANT

6x8x16 CONCRETE MASONRY UNITS (2 CORE)

2" SPRAY ON FIREPROOFING AROUND EXPOSED STRUCTURAL STEEL COLUMN

CORNER PANEL CLIP W/ MITER JOINT

3" RIGID INSULATION (2) 5/8" GYP. BOARD

2" SPRAY ON FIREPROOFING AROUND EXPOSED STRUCTURAL COLUMN

VERTICAL TRACK BOLTED TO BACK UP WALL

Life Safety & Code Consultant:

Lighting Consultant:

W 25x117 STRUCTURAL STEEL COLUMN

TREATED WOOD BLOOCKING

Acoustical Consultant:

TERRACOTTA PANEL 9/16" ALUMINUM CLOSURE ANGLE VERTICAL TRACK BOLTED TO BACK UP WALL

2

OUTSIDE CORNER CONDITION 1 1" = 1'-0"

OUTSIDE CORNER CONDITION AT WINDOW JAMB 1" = 1'-0"

3

INTERIOR COLUMN DETAIL 1" = 1'-0"

4

4x8x16 CONCRETE MASONRY UNIT

Vertical Transportation Consultant:

1ST FLOOR INTERIOR COLUMN DETAIL 1" = 1'-0" No.

B

D

Date:

Revision:

E

1/2" CAULKING AT CONNECTION TO STOREFRONT 103

CORNER PANEL CLIP W/ MITER JOINT

W 24x117 STEEL STRUCTURAL COLUMN

USG BSA 542-68 2HR RTD PARTITION

TERRACOTTA PANEL

2" SRPAY ON FIREPROOFING AROUND EXPOSED STEEL STRUCTURAL COLUMN

6x8x16 CONCRETE MASONRY UNIT

VERTICAL TRACK BOLTED TO BACK UP WALL 1/2" WOOD VENEER PANEL

2

2

6x8x16 CONCRETE MASONRY UNIT

Z GIRT BOLTED TO BACK UP WALL

TERRACOTTA PANEL 7/8" "HAT" FURRING CHANNEL

USG BSA 542-68 2HR RTD PARTITION 115

Z GIRT BOLTED TO BACK UP WALL

201

2" SPRAY ON FIREPROOFING AROUND STRUCTURAL STEEL COLUMN (2) 5/8" GYP. 7/8" FURRING BOARD "HAT" CHANNEL 2 1/2" METAL STUD

1/2" WOOD VENEER PANEL

1ST FLOOR EXTERIOR COLUMN DETAIL 5 1" = 1'-0"

INTERIOR COLUMN DETAIL AT STAIR CORE 6 1" = 1'-0"

2

2nd AVENUE

1/2" WOOD VENEER PANEL

7/8" FURRING "HAT" CHANNEL

5

Z GIRT FASTENED TO VERT. TRACK

E 46th STREET

6x8x16 CONCRETE MASONRY UNIT

kjo ld

STOREFRONT PARTITION

2H Pla amm za ars

6x8x16 CONCRETE MASONRY UNIT

1/2" CAULKING AT CONNECTION W/ WOOD VENEER PANEL

E 47th STREET

B

N

VERTICAL TRACK BOLTED TO BACK UP WALL

INTERIOR COLUMN DETAIL AT 2ND FLOOR STAIR #1 7 1" = 1'-0"

KEY PLAN

Z GIRT FASTENED TO VERTICAL TRACK & METAL STUD 3" RIGID INSULATION (2) 5/8" "GOLD BOARD" SHEATHING .25 HR FIRE RTD

Date:

Drawn By: Author

Scale: As Noted

Checked By: Checker

Project No. & Title: 2004.01 - 2 Hammarskjold Plaza

Drawing Title:

EXTERIOR COLUMN DETAIL AT STAIR CORE 8 1" = 1'-0"

CURTAIN WALL DETAILS

Drawing Number:

A-500.00 page | 5


2 Hammarskjold Plaza 5

East 46th Street + Second Avenue New York, New York

5

COPING EYELET CLIP SECURED TO MASONRY PARAPET WALL

Owner: 2 Hammarskjold Plaza

RELIEVING ANGLE 6" CONC. FLOOR SLAB ON 2x2 CORRUGATED STEEL DECK

Architects:

TERRACOTTA PARAPET COPING TOP PANEL CLIP

1 /2" SHEAR STUDS @ 12" O.C.

THROUGH WALL FLASHING W/ DRIP EDGE

WWM 6x6 D5, D5

3RD FLOOR 32' - 5 1/16" 1 /4 x 1 /2

L 6x6x1/2 STEEL ANGLE AT EDGE OF SLAB

Structural Engineer:

VERTICAL PANEL TRACK @ EITHER END OF PANELS

1" TREATED WOOD BLOCKING

CONCRETE EXPANSION BOLTS AS PER ENGINEER'S SPEC.

Mechanical & Electrical Engineer:

TERRACOTTA PANEL

W 18x119 SPANDREL BEAM PANEL CLIP

5

3 1/2" ZEE GIRT WELD TO SPANDREL BEAM

C 6x8.2 STEEL CHANNEL WELD TO VERTICAL TRACK & FASTENED TO PARAPET WALL

Life Safety & Code Consultant:

8x8x16 cONCRETE MASONRY UNIT

Lighting Consultant:

W 16x100 STEEL JOIST

Acoustical Consultant:

THROUGH WALL FLASHING W/ DRIP EDGE 1 /4 x 1 /2

C 5x6.7 WELD TO Z GIRT & BOLTED TO SPANDREL BEAM

3/8" STEEL PLATE

W 16x100 JOIST

WWM 6x6 D5, D5

IRRIGATION WATER LEVEL 1/8" ROOT BARRIER 1/4" BENTONITE GEOTEXTILE MAT 3" RIGID ROOFING INSULATION 1" CORRUGATED SUPPORT MAT 3 PLY WATER PROOF MEMBRANE 1/2"PROTECTION MAT

No.

Date:

Revision:

15TH FLOOR 170' - 5 1/16" 6"

BACKER ROD & SEALANT

6" CONC. FLOOR SLAB ON 2x2 CORRUGATED STEEL DECK

L 6x6x1/2 STEEL ANGLE AT EDGE OF SLAB

TOP PANEL CLIP 2 1/2" METAL STUD

1 /4 x 1 /2

1 /4 x 1 /2

L 6x6x1/2 FIELD WELD TO W 16X100JOIST & TO L 9x6x1/2

W 18x119 SPANDREL BEAM 1 /2" SHEAR STUDS @ 12" O.C. 3 1/2" Z GIRT WELD TO SPANDREL BEAM C 5x6.7 WELD TO Z GIRT & BOLTED TO SPANDREL BEAM

2HR RATED EXTERIOR BACK UP WALL

1 /4 x 1 /2

Z GIRT FASTED TO VERTICAL TRACK & METAL STUD 1 /4 x 1 2 /

2" SPRAY ON FIREPROOFING AROUND ALL EXPOSED STRUCTURAL STEEL

2 1/2" METAL STUD

(2) 5/8" GYP. BOARD

2nd AVENUE

4 1/2"x5 3/8"x3/8" STEEL ANGLE WELD TO STEEL PLATE

THROUGH WALL FLASHING WITH DRIP EDGE (2) 1/8"x2" LG. FRM'D ALUMINUM CLIPS (3003-h14) @ END OF PANEL & FASTENED TO 3 1/2"x3" BOX GIRT DOW 795 SEALANT @ CLIP LOCATION AFTER PANEL IS SET

E 46th STREET

TRACK CLIP SECURED TO SEE GIRT 3 1/4" RIGID INSULATION

1 4 / x 1 /2

2ND FLOOR 20' - 11 1/16"

kjo ld

TERRACOTTA PANEL

GLASS STOREFRONT WALL W/ ALUMINUM FRAME & MULLIONS

W 16x100 STEEL JOIST

2H Pla amm za ars

2 1/2" METAL STUD TRACK

1 /4 x 1 /2

3 1/4" RIGID INSULATION

E 47th STREET

Z GIRT FASTENED TO METAL STUD & VERTICAL TRACK

1 /4 x 1 /2

2" SPRAY ON FIREPROOFING ON ALL EXPOSED STRUCTURAL STEEL

1 /4 x 1 /2

AIR GAP

BACKER ROD & SEALANT

THROUGH WALL FLASHING WITH DRIP EDGE

PANEL CLIP

1" WOOD FINISH WINDOW SILL

CONTINUOUS AKUMINUM CAP W/ DRIP EDGE

GEOTEXTILE SEPRATOR 2" DRAINAGE MEDIA (GRAVEL)

2"

1" WOOD FINISH WINDOW HEAD

TRACK CLIP SECURED TO SEE GIRT

L 9x6x1/2 STEEL ANGLEWELD TO L 6x6x1/2

GEOTEXTILE SEPARATOR

DOW 795 SEALANT @ CLIP LOCATION AFTER PANEL IS SET

C 5x6.7 WELD TO Z GIRT & BOLTED TO SPANDREL BEAM

BOTTOM PANEL CLIP

2" MIN. PLANTING MEDIUM (SOIL) 2" CRUSHED STONE TERMINATION

2"

PANEL CLIP

DRAIN BRANCH

BACKER ROD & SEALANT

(2) 1/8"x2" LG. FRM'D ALUMINUM CLIPS (3003-h14) @ END OF PANEL & FASTENED TO 3 1/2"x3" BOX GIRT

Vertical Transportation Consultant:

TREATED WOOD BLOCKING

4 1/2"x5 3/8"x3/8" STEEL ANGLE WELD TO STEEL PLATE

THROUGH WALL FLASHING WITH DRIP EDGE

3 1/2" Z GIRT WELD TO SPANDREL BEAM

WATERPROOF MEMBRANE WELD TO END OF BENTONITE CLAY GEOTEXTILE

(2) 5/8" GYP. BOARD

Z GIRT FASTED TO VERTICAL TRACK & METAL STUD 2 1/2" METAL STUD

W 18x119 SPANDREL BEAM

TRACK CLIP @ 2' O.C. & SECURED TO BACK UP WALL

3"

2ND FLOOR 20' - 11 1/16"

1 /4 x 1 /2

2HR RATED EXTERIOR BACK UP WALL

ALUMINUM REGLET FASTENED TO CMU BACK UP WALL

N

L 6x6x1/2 STEEL ANGLE AT EDGE OF SLAB

3 1/4" RIGID INSULATION

1 /4 x 1 /2

WWM 6x6 D5, D5

2" SPRAY ON FIREPROOFING AROUND ALL EXPOSED STRUCTURAL STEEL

TRACK CLIP SECURED TO SEE GIRT

6" CONC. FLOOR SLAB ON 2"x2" CORRUGATED STEEL DECK

KEY PLAN BACKER ROD & SEALANT 1" WOOD WINDOW HEAD FINISH 3/8" STEEL PLATE

Date:

Drawn By: Author

Scale: As Noted

Checked By: Checker

Project No. & Title: 2004.01 - 2 Hammarskjold Plaza

1

CURTAIN WALL SECTION AT SOFFIT 1 1/2" = 1'-0"

2

CURTAIN WALL SECTION AT HEAD & SILL 1 1/2" = 1'-0"

3

CURTAIN WALL SECTION AT PARAPET 1 1/2" = 1'-0"

Drawing Title:

CURTAIN WALL SECTIONS

Drawing Number:

A-501.00 page | 6


2 Hammarskjold Plaza

B A B

6x6 W5.4/5.4 WELDED WIRE MESH

1/2" CONSTRUCTION JOINT TYP.

6"

W 24 x 117 STEEL COLUMN

1 3/4" DIAMETER HOLE

6" LIGHTWEIGHT CONC. ON 2x4 CORRUGATED MTL. DECKING.

PROPERTY LINE

6' - 0"

12" CONCRETE FILL

3/4" A8325 ANCHOR BOLT

1ST FLOOR 0" 1/2" SHEAR STUDS WELDED TO CORRUGATED MTL. DECKING @ 12" O.C. ON ALTERNATING RIBS

East 46th Street + Second Avenue New York, New York Owner: 2 Hammarskjold Plaza

Architects:

Structural Engineer:

W18x119 BEAM

Mechanical & Electrical Engineer: 1/2" ANCHOR BOLT

1 1/2" NON-SHIRNKING EPOXY - GROUT

1/8" / 1'-0"

W 24 x 117 STEEL COLUMN

7"

7"

1/8" BENTONITE CLAY SATURATED GEOTEXTILE MEMBRANE

3

7' - 0"

4"

GRAVEL FILL WHERE NECESSARY

3

3

3

S-200.00

S-200.00

Life Safety & Code Consultant:

1/2" NON-SHRINKIN EPOXY GROUT

Lighting Consultant:

2'-10 5/16" x 10" x 14" BEAM SHELF ATTACHED AND REINFORCED TO COLUMN

18" CONCRETE FOUNDATION WALL

22 13/16" x 34 5/16" x 2" STEEL BEARING PLATE

1' - 7 5/16" x 7" x 1/2" BEARING PLATE

Acoustical Consultant:

SHEAR REINFORCEMENT (USE #8 REBAR CAPPED RODS)

STEEL REINFORECEMENT (USE #6 REBAR @ 16" O.C.)

REINFORCEMENT LOOP (USE # 4 REBAR)

72" x 84" CAST IN PLACE CONCRETE FOOTING

Vertical Transportation Consultant:

3/4" CONTRACTION JOINT TYP.

No.

1

BASE PLATE DETAIL 1" = 1'-0"

2

1' - 0"

COLUMN ISLOTATION JOINT 1" = 1'-0"

Date:

Revision:

10"

2" INSULATION

2" 2"

2"

CELLAR LEVEL -12' - 8 1/16"

4" GRAVEL 2" BASE PLATE (BEARING)

24"x12" REINFORCED SLAB EDGE (HUNCH) SUPPORTED ON FOOTING

2" NON-SHRINKING EPOXY-GROUT

1/2" CONSTRUCTION JOINT (USE ELASTOMETRIC SEALANT AND/OR JOINT COVER TO SEAL JOINT)

2"

3"

8" GRID REINFORCEMENT (USE #7 REBAR)

3" 6' - 0"

COLUMN TO FOOTING SECTION 1" = 1'-0"

KEY PLAN

1/8" BENTONITE CLAY SATURATED GEOTEXTILE MEMBRANE

1 1/2" DIA. ANCHOR BOLTS

3

1' - 6"

CONTRACTION JOINT DETAIL 1 1/2" = 1'-0"

1/8" BENTONITE CLAY SATURATED GEOTEXTILE MEMBRANE

1' - 0"

4" 2' - 6"

4

2" INSULATION

6"

2nd AVENUE

N

6"

CELLAR LEVEL -12' - 8 1/16" 6" CAST IN PLACE CONCRETE SLAB

E 46th STREET

8"X8" CROSSREINFORCEMENT (MIN 2" FROM FINNISH EDGE, USE #6 REBAR)

kjo ld

W 24x117 STEEL COLUMN (BEARING - PROVIDE BITUMINOUS SATURATED PAPER AROUND)

E 47th STREET

B

1' CONCRETE FILL ELASTOMETRIC JOINT SEALANT IMBEDDED JOINT COVER (PROVIDE WHERE NECESSARY)

6" INSULATED SLAB

2H Pla amm za ars

1 1/4"

2' 10 5/16" x 2' 4" CONCRETE COLUMN WITH BEARING 2' 6" SPREAD FOOTING 1/2" CONTRACTION JOINT (USE ROTARY SAW TO MAKE JOINT)

5

CONSTRUCTION JOINT DETAIL 1 1/2" = 1'-0"

14" x 14" CROSSREINFORCEMENT (USE #8 REBAR)

REINFORCEMENT LOOP @ 16" O.C. (USE #6 REBAR) 1/2" MOVEMENT JOINT @ EDGE OF SLAB (USE ELASTOMETRIC FILLER)

1/2" DIA. DOWEL (USE LIGHTLY GREASED SMOOTH DOWEL, OR OTHER METHOD TO MAKE SURE DOWEL IS NOT BINDED)

Date:

Drawn By: H. Villagran

Scale: As Noted

Checked By: J. Coombs

Project No. & Title: 2004.01 - 2 Hammarskjold Plaza

Drawing Title:

FOUNDATION DETAILS 6

FOUNDATION WALL & BEAM SHELF SECTION 1" = 1'-0" Drawing Number:

S-200.00 page | 7


ARCH | | TECH

HECTOR VILL AGRAN


Hector villagran detailing portfolio