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2014 Architecture/Interior Design Portfolio
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2640546264
6668
Nguyen 3
Professional Work
Yoga StudioNalandaWestBlum Residence HouseRaloAlliare Residence
0406081620
Single Family HouseUrban InterventionPassive HousingEileen Gray E1027Katsura the Imperial Palace
Brazil PermacultureWanted Design Challenge
Studio Work
Experience
Iyengar Yoga Institute of New YorkYoga Studio
Complete renovation of the second floor (5,500 SF)
3 Practice Studios, 3 Offices, 1 Library, 1 Kitchenette, Women & Men’s Changing/Bathrooms, Prop Storage Space
Scope of work:
Program:
Nguyen 4S
hoes
WEST STUDIO
DW
REF
EAST STUDIO
WOMEN'SDRESSING
MEN'SDRESSING
HALL/KITCHENETTE
NORTH STUDIO
PROPSTORAGE
ENTRY
LIBRARY
Nguyen 5
The pavilion manipulate the materials to flow with the circulation of the people. The transition between two different spaces are guided through the transition of the material from one function to another. The circulation then merges together to descends down on to the central public space. The central gathering space is left completely open to the freedom of the users.
A Spiritual Oasis in Seattle, WashingtonNalandaWest
Basement First Floor Second Floor
Expansion of existing temple (4,000 SF +5,375 SF) with an addition two-story residential building (2,860 SF)
3 Shrine Rooms, 2 Offices, Library/Book Store, Cafe/Lounge Shop, Kitchen, Communal Dinning Room, Restrooms, Garden, Parking Space
Scope of work:
Program:
Nguyen 6
LIBRARY
OFFICE
RESIDENTIAL
DINING
NALANDA STORE
KITCHEN
VAJRA SPOT
NW OPERATION/ INFO DESKRESTROOM & CAFE
KITCHEN/SERVICE
ENTRY
RESIDENTIAL
FOYER
DPR OFFICE
ENTRY
CLASS ROOMS/ OFFICES
ENTRY
SHRINE ROOM /LARGE CLASS ROOM
MAHABODHI SHRINE ROOM
BATHROOMS
RESTROOMS
Nguyen 7
Narragansett, Rhode IslandBlum Family House
Ground up construction of a craftsman-style house (3,500 SF)
Living Room, Kitchen, Dining Room, Mud Room, Lounge Area, 3 Guest Bedrooms, Master Bedroom, and Master Bath
Scope of work:
Program:
Nguyen 8
BLUM RESIDENCE
16 RICHARD SMITH RDNARRAGANSETT, RI 02882
ARCHITECT
SHEET
26 JUNE 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING EXTERIORELEVATIONS
A100.00
7'-0"
4'-1
0"
23'-4"
26'-8"
15'-8
"
9'-0
"
34'-0"12'-0"
12'-1"
3637
20
30 31
35
3637
10 119
16 17
18 2019
3332 34
5 6
7 8
28 29
11
2 3 4
10
232425 26 27
22
1514
21
10'-0
"
BUILDING EXTERIORELEVATIONS
A100.00
7'-0"
4'-1
0"
23'-4"
26'-8"
15'-8
"
9'-0
"
34'-0"12'-0"
12'-1"
3637
20
35
3637
3332
11
2 3 4
10
23
22
21
10'-0
"
30 31
10 119
16 17
18 2019
3332 34
5 6
7 8
28 29
2 3 4
2425 26 27
1514
1312
Nguyen 9
Rhode Island House: Renderings
Exterior Elevations
Nguyen 10
BLUM RESIDENCE
16 RICHARD SMITH RDNARRAGANSETT, RI 02882
ARCHITECT
SHEET
26 JUNE 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING EXTERIORELEVATIONS
A100.00
7'-0"
4'-1
0"
23'-4"
26'-8"
15'-8
"
9'-0
"
34'-0"12'-0"
12'-1"
3637
20
30 31
35
3637
10 119
16 17
18 2019
3332 34
5 6
7 8
28 29
11
2 3 4
10
232425 26 27
22
1514
21
10'-0
"
BUILDING EXTERIORELEVATIONS
A100.00
7'-0"
4'-1
0"
23'-4"
26'-8"
15'-8
"
9'-0
"
34'-0"12'-0"
12'-1"
3637
20
35
3637
3332
11
2 3 4
10
23
22
21
10'-0
"
30 31
10 119
16 17
18 2019
3332 34
5 6
7 8
28 29
2 3 4
2425 26 27
1514
1312
Interior Elevations
Nguyen 11
BLUM RESIDENCE
16 RICHARD SMITH RDNARRAGANSETT, RI 02882
ARCHITECT
SHEET
26 JUNE 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
5'-1
"10
'-0"
1'-4
"
5'-0
3/4
"
7'-6
"
BUILDING SECTIONS
A101.00
INTERIOR FRONT ELEVATIONScale: 3/16" = 1'-0"1
INTERIOR LONG ELEVATIONScale: 3/16" = 1'-0"2
INTERIOR LONG ELEVATIONScale: 3/16" = 1'-0"4INTERIOR BACK ELEVATION
Scale: 3/16" = 1'-0"3
9'-9
"
6'-5 5/8"
10'-0
"
10'-0
"9'
-0"
1'-1
"
3'-0
"
9'-0
"
81617
18
20
21
19
1 1
4'-7
"
3'-1" 2'-1"
4'-1
1"
1'-3"
1'-8"
20
3031
35
2829
33 3234
4'-11"
4'-1
1"
2'-1"
4'-1
1"
36 37
38
10
23 24
25
2627
22
1011 9
4'-5
"
6 1/8"
2'-1
0"
15
4'-1
1"3'
-0"
25
27
8'-0
"
5'-2
"56
78
4'-5
"
2'-5"
4'-5
"
3'-1"
234
2'-5"
10'-0
"
First Floor Plan
Nguyen 12
BLUM RESIDENCE
16 RICHARD SMITH RDNARRAGANSETT, RI 02882
ARCHITECT
SHEET
26 JUNE 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
DW
cl
Master Bed
Guest 1Guest 2
Lounge Area
Roo
f Dec
k
Roo
f Dec
k
4'-0
"
1A1
1A1
1A1
1A1
8'-6"
CONSTRUCTIONPLANS
A200.00
1A1
1A1
1A1
1A1
Guest 3
Living RoomDining Room
LaundryKitchen
Mudroom
Entry
DW
PLAN/ SECOND FLOORScale: 1/4" = 1'-0"1
PLAN/ FIRST FLOORScale: 1/4" = 1'-0"2
37'-7
"
44'-7
"
42'-9"12'-6"
55'-3"7'-0"
12'-1
"
12'-6"
18'-2
"
Deck
11'2"x13'5"
7'10"x7'10"
17'-1
0"
11'-1
1"
4'-8
"
3'-0
"5'
-1"
5'-4
"
4'10"x5'1"
cl5'1"x5'1"
13'9"x17'7"
6'8"x5'1"
cl8'4"x5'1"
cl11'2"x14'9"
9'7"x7'10"
8'-6"
11'-1
"
4'11"x8'2"
9'6"x14'1"
6'x10'3"
15'4"x17'9"
17'10"x21'6"
12'0"x7'8"
22'3"x21'6"
9'0"x5'6"
22'-5
"
11'-2"
3'0"x6'2" 5'0"x6'8"
17'-6
" 15'-4"
6'-6"
4'-6
3/4
"
11'-2"
14'-9"
18'-9"
24'-3"
8'-6"
cl
COAT CL
RF
OV
W D
1'-6
"
3'-1"
5'-6"
3'-9
"
STAIRS TOBASEMENT
GAS FIRE
PLACE
REF . DWR
WC
33
1
2
10
16
19
17 18
21
22
23
20
3
45
6
7
8
9
11
12
13
14
15
1
2
3
4
5678
10
11
14
15
13 12
16 17 18 19 20
23
24
25
26
27
2829
30
31
3332 21
9
21
2235
34
Second Floor Plan
Nguyen 13
BLUM RESIDENCE
16 RICHARD SMITH RDNARRAGANSETT, RI 02882
ARCHITECT
SHEET
26 JUNE 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
DW
cl
Master Bed
Guest 1Guest 2
Lounge Area
Roo
f Dec
k
Roo
f Dec
k
4'-0
"
1A1
1A1
1A1
1A1
8'-6"
CONSTRUCTIONPLANS
A200.00
1A1
1A1
1A1
1A1
Guest 3
Living RoomDining Room
LaundryKitchen
Mudroom
Entry
DW
PLAN/ SECOND FLOORScale: 1/4" = 1'-0"1
PLAN/ FIRST FLOORScale: 1/4" = 1'-0"2
37'-7
"
44'-7
"
42'-9"12'-6"
55'-3"7'-0"
12'-1
"
12'-6"
18'-2
"
Deck
11'2"x13'5"
7'10"x7'10"
17'-1
0"
11'-1
1"
4'-8
"
3'-0
"5'
-1"
5'-4
"
4'10"x5'1"
cl5'1"x5'1"
13'9"x17'7"
6'8"x5'1"
cl8'4"x5'1"
cl11'2"x14'9"
9'7"x7'10"
8'-6"
11'-1
"
4'11"x8'2"
9'6"x14'1"
6'x10'3"
15'4"x17'9"
17'10"x21'6"
12'0"x7'8"
22'3"x21'6"
9'0"x5'6"
22'-5
"
11'-2"
3'0"x6'2" 5'0"x6'8"17
'-6" 15'-4"
6'-6"
4'-6
3/4
"
11'-2"
14'-9"
18'-9"
24'-3"
8'-6"
cl
COAT CL
RF
OV
W D
1'-6
"
3'-1"
5'-6"3'
-9"
STAIRS TOBASEMENT
GAS FIRE
PLACE
REF . DWR
WC
33
1
2
10
16
19
17 18
21
22
23
20
3
45
6
7
8
9
11
12
13
14
15
1
2
3
4
5678
10
11
14
15
13 12
16 17 18 19 20
23
24
25
26
27
2829
30
31
3332 21
9
21
2235
34
Kitchen Elevations
Nguyen 14
BLUM RESIDENCE
16 RICHARD SMITH RDNARRAGANSETT, RI 02882
ARCHITECT
SHEET
26 JUNE 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
Ki t ch enDW
KITCHEN PLANScale: 1/2" = 1'-0"6
KITCHEN ELEVATIONS
RF
OV
ELEVATIONS OF THE ISLANDScale: 1/2" = 1'-0"5
REF . DWR
WC
ELEVATION/ STOVEScale: 1/2" = 1'-0"3
1617
3'-2
"
4'-5
"
2'-1"
9"
6"
6"
ELEVATION/REFIGERATORScale: 1/2" = 1'-0"2
ELEVATION/BANQUETTEScale: 1/2" = 1'-0"1
1213
DW
ELEVATION/ KITCHEN SINKScale: 1/2" = 1'-0"4
15
14
A302.00
1'-2
"3'
-6"
1'-1
0"1'
-6"
1'-11 1/2"
BLUM RESIDENCE
16 RICHARD SMITH RDNARRAGANSETT, RI 02882
ARCHITECT
SHEET
26 JUNE 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
Ki t ch enDW
KITCHEN PLANScale: 1/2" = 1'-0"6
KITCHEN ELEVATIONS
RF
OV
ELEVATIONS OF THE ISLANDScale: 1/2" = 1'-0"5
REF . DWR
WC
ELEVATION/ STOVEScale: 1/2" = 1'-0"3
1617
3'-2
"
4'-5
"
2'-1"
9"
6"
6"
ELEVATION/REFIGERATORScale: 1/2" = 1'-0"2
ELEVATION/BANQUETTEScale: 1/2" = 1'-0"1
1213
DW
ELEVATION/ KITCHEN SINKScale: 1/2" = 1'-0"4
15
14
A302.00
1'-2
"3'
-6"
1'-1
0"1'
-6"
1'-11 1/2"
Central Island Elevations
Nguyen 15
BLUM RESIDENCE
16 RICHARD SMITH RDNARRAGANSETT, RI 02882
ARCHITECT
SHEET
26 JUNE 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
Ki t ch enDW
KITCHEN PLANScale: 1/2" = 1'-0"6
KITCHEN ELEVATIONS
RF
OV
ELEVATIONS OF THE ISLANDScale: 1/2" = 1'-0"5
REF . DWR
WC
ELEVATION/ STOVEScale: 1/2" = 1'-0"3
1617
3'-2
"
4'-5
"
2'-1"
9"
6"
6"
ELEVATION/REFIGERATORScale: 1/2" = 1'-0"2
ELEVATION/BANQUETTEScale: 1/2" = 1'-0"1
1213
DW
ELEVATION/ KITCHEN SINKScale: 1/2" = 1'-0"4
15
14
A302.00
1'-2
"3'
-6"
1'-1
0"1'
-6"
1'-11 1/2"
BLUM RESIDENCE
16 RICHARD SMITH RDNARRAGANSETT, RI 02882
ARCHITECT
SHEET
26 JUNE 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
Ki t ch enDW
KITCHEN PLANScale: 1/2" = 1'-0"6
KITCHEN ELEVATIONS
RF
OV
ELEVATIONS OF THE ISLANDScale: 1/2" = 1'-0"5
REF . DWR
WC
ELEVATION/ STOVEScale: 1/2" = 1'-0"3
1617
3'-2
"
4'-5
"
2'-1"
9"
6"
6"
ELEVATION/REFIGERATORScale: 1/2" = 1'-0"2
ELEVATION/BANQUETTEScale: 1/2" = 1'-0"1
1213
DW
ELEVATION/ KITCHEN SINKScale: 1/2" = 1'-0"4
15
14
A302.00
1'-2
"3'
-6"
1'-1
0"1'
-6"
1'-11 1/2"
Tibet Carpet, Inc.Ralo
Interior finishes and furnishings of showroom (2,000 SF)
Reception Area, Custom Workshop Area, Carpet Viewing Space, Equipment Storage Space
Scope of work:
Program:
Nguyen 16
RALO: RENDERINGS
ARCHITECT
SHEET
05 MARCH 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
�
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
RALO
29 HOWARD STREETNEW YORRK, NY 10013
DISPLAY SHELVES 5'
X 8
'5"
H 1
8.5"
CU
STO
M A
RE
A
2' 7
" X 9
'H
13" 6'3"
X 9
'2"
H 1
3 1/
2"
9'3"
X 1
2'H
16"
5'2" X 8'3"H 20"
FLOOR PLAN Scale: 1/4" = 1'-0"6
CUSTOM AREA6'2"
X 9
'H
16"
8'1" X 9'11"H 19"
Cof
fee/
Tea
4'1"
X 5
'11"
H 1
2 1/
2"
RE
CE
PTI
ON
D
ES
K
DISPLAY PLATFORM
5' X 8'
6'2" X 9'2"
FRONT INTERIOR SECTION ELEVATIONScale: 1/4" = 1'-0"2 FRONT EXTERIOR ELEVATION
Scale: 1/4" = 1'-0"1
TIBET CARPET TEPRAC TEPIT
RALOCARPETS FOR YOUR SENSES
RALOCARPETS FOR YOUR SENSES
OLARCARPETS FOR YOUR SENSES
LONG SECTION AScale: 1/4" = 1'-0"5
LONG SECTION BScale: 1/4" = 1'-0"7
RECEPTION DESK
RECEPTION DESK
6'2" X 9'2"5'2" X 8'1"
INTERIOR SECTION ELEVATIONScale: 1/4" = 1'-0"3 BACK INTERIOR SECTION ELEVATION
Scale: 1/4" = 1'-0"4
Nguyen 17
RALO: RENDERINGS
Back Interior Elevation
Nguyen 18
RALO: RENDERINGS
ARCHITECT
SHEET
05 MARCH 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
�
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
RALO
29 HOWARD STREETNEW YORRK, NY 10013
DISPLAY SHELVES 5'
X 8
'5"
H 1
8.5"
CU
STO
M A
RE
A
2' 7
" X 9
'H
13" 6'3"
X 9
'2"
H 1
3 1/
2"
9'3"
X 1
2'H
16"
5'2" X 8'3"H 20"
FLOOR PLAN Scale: 1/4" = 1'-0"6
CUSTOM AREA6'2"
X 9
'H
16"
8'1" X 9'11"H 19"
Cof
fee/
Tea
4'1"
X 5
'11"
H 1
2 1/
2"
RE
CE
PTI
ON
D
ES
K
DISPLAY PLATFORM
5' X 8'
6'2" X 9'2"
FRONT INTERIOR SECTION ELEVATIONScale: 1/4" = 1'-0"2 FRONT EXTERIOR ELEVATION
Scale: 1/4" = 1'-0"1
TIBET CARPET TEPRAC TEPIT
RALOCARPETS FOR YOUR SENSES
RALOCARPETS FOR YOUR SENSES
OLARCARPETS FOR YOUR SENSES
LONG SECTION AScale: 1/4" = 1'-0"5
LONG SECTION BScale: 1/4" = 1'-0"7
RECEPTION DESK
RECEPTION DESK
6'2" X 9'2"5'2" X 8'1"
INTERIOR SECTION ELEVATIONScale: 1/4" = 1'-0"3 BACK INTERIOR SECTION ELEVATION
Scale: 1/4" = 1'-0"4
Nguyen 19
RALO: RENDERINGS
RALO: RENDERINGS
East 67th Street, New YorkAllaire Residence
Complete renovation of the entire apartment (2,750 SF)
Foyer, Dinning/Living Room, Master Bedroom & Bath, 2 Kid/Guest Room, Kitchen, Entertainment Room
Scope of work:
Program:
Nguyen 20
ALLAIRE/COONEY RESIDENCE
130 E 67TH ST, 3B/DNEW YORK, NY 10065
ARCHITECT
SHEET
10 JULY 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING RE-SUBMISSION 07/10/14
STEVEN KEITH , R .A .270 PARK AVENUE SOUTH
NEW YORK , NY 10010212 .780 .0081
stevenkeithra@gmail .com
05/27/14BUILDING REVIEWSUBMISSION
REF .WINECOOLER
OF F ICE DESKCABINETRY
WASHER DRYER
BUNK BED
FURNITURE PLANScale: 1/4" = 1'-0"1
A-104.00
FURNITURE PLAN
ENTRY
c l
F IRE PLACE
LIVING/DINING
HALLWAY
KITCHEN
BATHROOM 2
F OYER
BEDROOM 2
c l
cl
F IRE PLACE
ENTERTAINMENTROOM
MASTERBEDROOM
BATHROOM 1
ENTERTAINMENTROOM
REF
LINENCLOSET
LINENCLOSET
CLOSET
OPENSTORAGE
CLOSEDSTORAGE
WIN
DO
W S
EAT
CLOSET
LINENCLOSET
BEDROOM 1
APPLIANCEGARAGE
WALK- INCLOSET
BUILT- IN BUILT- IN
LINENCLOSET
OVEN
CLOSET
BAR
MASTERBATHROOM
WALK- INCLOSET 2
Electrical RCP
Nguyen 21
ALLAIRE/COONEY RESIDENCE
130 E 67TH ST, 3B/DNEW YORK, NY 10065
ARCHITECT
SHEET
10 JULY 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING RE-SUBMISSION 07/10/14
STEVEN KEITH , R .A .270 PARK AVENUE SOUTH
NEW YORK , NY 10010212 .780 .0081
stevenkeithra@gmail .com
05/27/14BUILDING REVIEWSUBMISSION
REF .WINECOOLER
OF F ICE DESKCABINETRY
WASHER DRYER
BUNK BED
FURNITURE PLANScale: 1/4" = 1'-0"1
A-104.00
FURNITURE PLAN
ENTRY
c l
F IRE PLACE
LIVING/DINING
HALLWAY
KITCHEN
BATHROOM 2
F OYER
BEDROOM 2
c l
cl
F IRE PLACE
ENTERTAINMENTROOM
MASTERBEDROOM
BATHROOM 1
ENTERTAINMENTROOM
REF
LINENCLOSET
LINENCLOSET
CLOSET
OPENSTORAGE
CLOSEDSTORAGE
WIN
DO
W S
EAT
CLOSET
LINENCLOSET
BEDROOM 1
APPLIANCEGARAGE
WALK- INCLOSET
BUILT- IN BUILT- IN
LINENCLOSET
OVEN
CLOSET
BAR
MASTERBATHROOM
WALK- INCLOSET 2
OF F ICE DESKCABINETRY
1'-0
" 3'-0"
2'-6
"
2'-6
"
3'-1
"
5'-1 1/4"
2'-9"
'-7" 3'-7" 3'-7" SES
ES
SSSS
S
L-5
L-1
L-5L-1
LIGHTING REMAIN
EXISTING LIGHTINGEXISTING LIGHTINGEXISTINGTO REMAINTO REMAINTO
SSEEEES
ESS
ES
SSSSSSS
ENTRY
c l
F IRE PLACE
LIVING/DINING
cl
F IRE PLACE
ENTERTAINMENTROOM
REF
OPENSTORAGE
WIN
DO
W S
EAT
APPLIANCEGARAGE
BUILT-
OVEN
Living Room Elevations
Nguyen 22
ALLAIRE/COONEY RESIDENCE
130 E 67TH ST, 3B/DNEW YORK, NY 10065
ARCHITECT
SHEET
10 JULY 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING RE-SUBMISSION 07/10/14
STEVEN KEITH , R .A .270 PARK AVENUE SOUTH
NEW YORK , NY 10010212 .780 .0081
stevenkeithra@gmail .com
05/27/14BUILDING REVIEWSUBMISSION
REF .
WINE COOLER
WINE COOLER
REFRIGERATOR
LIVING/DINING ROOM ELEVATIONSScale: 3/8" = 1'-0"1
DINING ROOMDINING ROOM
FIRE PLACE
TELEVISION
LIVING/DINING ROOM ELEVATIONSScale: 3/8" = 1'-0"2
LIVING/DINING ROOM ELEVATIONSScale: 3/8" = 1'-0"3 LIVING/DINING ROOM ELEVATIONS
Scale: 3/8" = 1'-0"4
1 STORAGE
OPEN TOLIVING ROOM
OPEN TOHALLWAY
FOYER ELEVATIONSScale: 3/8" = 1'-0"5 FOYER ELEVATIONS
Scale: 3/8" = 1'-0"6 FOYER ELEVATIONSScale: 3/8" = 1'-0"7 FOYER ELEVATIONS
Scale: 3/8" = 1'-0"8
9'-5"1'-8 3/4" 3'-0" 9 1/4" 6" 2'-8"
18'-1"
8'-8
1/2
"
1'-5" 3 1/2" 3'-0 1/8" 4 3/8" 2'-8"
7'-9"
8'-8
1/2
"
3'-2" 9'-6 3/4" 3'-0" 7 1/2"
16'-4 1/4"
8'-8
1/2
"
1'-10 1/8" 5'-1 5/8" 9 1/4"
7'-9"
8'-8
1/2
"
BAR
1'-8 3/4" 1'-3" 6'-11 7/8" 8 5/8"1'-10 3/4" 17'-10 3/4" 8 1/4"31'-2"
8'-9
1/2
"
1'-0"
16'-11 1/8"
1'-6 1/2"
8'-9
1/2
"
8 1/4" 5'-3 1/2" 7'-1" 5'-3 1/2" 1'-11 1/2"1'-5 3/4" 9'-6"
31'-3 1/2"
2'-1
0"5'
-11
1/2"
8'-9
1/2
"
13'-7 1/8" 2'-1 1/4"
15'-8 3/8"
8'-9
1/2
"
A-201.00
LIVING, DINING, & FOYERELEVATIONS
ALLAIRE/COONEY RESIDENCE
130 E 67TH ST, 3B/DNEW YORK, NY 10065
ARCHITECT
SHEET
10 JULY 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING RE-SUBMISSION 07/10/14
STEVEN KEITH , R .A .270 PARK AVENUE SOUTH
NEW YORK , NY 10010212 .780 .0081
stevenkeithra@gmail .com
05/27/14BUILDING REVIEWSUBMISSION
REF .
WINE COOLER
WINE COOLER
REFRIGERATOR
LIVING/DINING ROOM ELEVATIONSScale: 3/8" = 1'-0"1
DINING ROOMDINING ROOM
FIRE PLACE
TELEVISION
LIVING/DINING ROOM ELEVATIONSScale: 3/8" = 1'-0"2
LIVING/DINING ROOM ELEVATIONSScale: 3/8" = 1'-0"3 LIVING/DINING ROOM ELEVATIONS
Scale: 3/8" = 1'-0"4
1 STORAGE
OPEN TOLIVING ROOM
OPEN TOHALLWAY
FOYER ELEVATIONSScale: 3/8" = 1'-0"5 FOYER ELEVATIONS
Scale: 3/8" = 1'-0"6 FOYER ELEVATIONSScale: 3/8" = 1'-0"7 FOYER ELEVATIONS
Scale: 3/8" = 1'-0"8
9'-5"1'-8 3/4" 3'-0" 9 1/4" 6" 2'-8"
18'-1"
8'-8
1/2
"
1'-5" 3 1/2" 3'-0 1/8" 4 3/8" 2'-8"
7'-9"
8'-8
1/2
"
3'-2" 9'-6 3/4" 3'-0" 7 1/2"
16'-4 1/4"
8'-8
1/2
"
1'-10 1/8" 5'-1 5/8" 9 1/4"
7'-9"
8'-8
1/2
"
BAR
1'-8 3/4" 1'-3" 6'-11 7/8" 8 5/8"1'-10 3/4" 17'-10 3/4" 8 1/4"31'-2"
8'-9
1/2
"
1'-0"
16'-11 1/8"
1'-6 1/2"
8'-9
1/2
"
8 1/4" 5'-3 1/2" 7'-1" 5'-3 1/2" 1'-11 1/2"1'-5 3/4" 9'-6"
31'-3 1/2"
2'-1
0"5'
-11
1/2"
8'-9
1/2
"
13'-7 1/8" 2'-1 1/4"
15'-8 3/8"
8'-9
1/2
"
A-201.00
LIVING, DINING, & FOYERELEVATIONS
Kitchen Elevations
Nguyen 23
ALLAIRE/COONEY RESIDENCE
130 E 67TH ST, 3B/DNEW YORK, NY 10065
ARCHITECT
SHEET
10 JULY 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING RE-SUBMISSION 07/10/14
STEVEN KEITH , R .A .270 PARK AVENUE SOUTH
NEW YORK , NY 10010212 .780 .0081
stevenkeithra@gmail .com
05/27/14BUILDING REVIEWSUBMISSION
WASHER DRYER
3'-9
"
9"8'-9 5/8"
9'-6 5/8"
3'-0"3'-3 3/4"
17
REF
OPENSTORAGE CLOSEDSTORAGE
APPLIANCEGARAGE
OVEN
6'-6 1/2"
KITCHEN
ToasterOven
ENTERTAINMENT ROOM ELEVATIONScale: 3/8" = 1'-0"10
PRINTER
2'-6
"5'
-8"
5"
8'-7
"
1'-8"
1'-3"
3'-6 5/8" 1'-8"
10 3/8"6'-10 5/8"
1'-4 1/4"1'-4 1/4" 4'-2"
6'-10 5/8"
FILE
FILE
4'-6
1/2
"4
3/4"
TV BOX
DESK CABINET
DESK CABINET
DESK CABINET
5"5'
-8 1
/4"
2'-5
3/4
"
ENTERTAINMENT ROOM ELVATIONScale: 3/8" = 1'-0"8ENTERTAINMENT ROOM DESK ELEVATION
Scale: 3/8" = 1'-0"7
ENTERTAINMENT ROOM ELEVATIONScale: 3/8" = 1'-0"9
A-202.00
KITCHEN &ENTERTAINMENT ROOM
7" 10'-2" 2'-10" 3'-10" 11" 1'-11 1/2"
20'-5 1/2"
8'-7
"
7" 3'-6 1/2" 2'-10 1/2" 1'-11 3/8"
8'-11 3/8"
19'-10 1/2"
1'-11 1/2" 2" 1'-0" 7"
16'-2"3'-8 1/2"
2'-11" 6'-2 1/2" 2'-10 1/2" 4'-2"
KITCHEN ELEVATIONScale: 3/8" = 1'-0"2 KITCHEN ELEVATION
Scale: 3/8" = 1'-0"3
KITCHEN ELEVATIONScale: 3/8" = 1'-0"4 KITCHEN ELEVATION
Scale: 3/8" = 1'-0"5
3'-7 1/8" 3'-0"1 1/2" 1 1/2" 9'-6 1/2"
16'-4 1/2"
9"8'-9 1/2" CUSTOM BANQUETTE
7'-1
1 1/
2"
5'-3
1/2
"2'
-8"
3'-0
"
NEWCABINETRY
4'-10 1/4" 1 1/4" 2'-10" 5 1/2" 10'-2 1/4"
18'-5 1/4"
2'-9"
2'-1
1 3/
4"
7'-1
1 1/
2"
7'-9" 2'-6 3/8" 2'-5 5/8" 3'-9 5/8"
16'-6 3/4"
3'-1
3/4
"1'
-10"
2'-1
1 3/
4"
7'-1
1 1/
2"
1'-11" 14'-7 3/4" 4 1/2"
16'-11 1/4"
3'-2 3/8" 2'-8 1/4" 3'-7 3/4" 7/8" 4'-0 3/8" 3'-0 1/8" 1'-11"
18'-6 3/4"
REFOVEN
cl
ENTERTAINMENTROOM
1
2
3
4 A4.1
ENTERTAINMENT ROOM PLANScale: 3/8" = 1'-0"6
1'-1
1 1/
2"2"
1'-0
"7"
2'-1
0 1/
2"6'
-3"
2'-1
0"4'
-2 1
/2"
7"
20'-5
1/2
"
8'-11 3/8"
6'-1
0 1/
2"2'
-10"
10'-2
"7"
20'-5
1/2
"
3'-6 1/2"2'-10 5/8"1'-11 3/8"
8'-4 1/2"
KITCHEN PLANScale: 3/8" = 1'-0"1
ALLAIRE/COONEY RESIDENCE
130 E 67TH ST, 3B/DNEW YORK, NY 10065
ARCHITECT
SHEET
10 JULY 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING RE-SUBMISSION 07/10/14
STEVEN KEITH , R .A .270 PARK AVENUE SOUTH
NEW YORK , NY 10010212 .780 .0081
stevenkeithra@gmail .com
05/27/14BUILDING REVIEWSUBMISSION
WASHER DRYER
3'-9
"
9"8'-9 5/8"
9'-6 5/8"
3'-0"3'-3 3/4"
17
REF
OPENSTORAGE CLOSEDSTORAGE
APPLIANCEGARAGE
OVEN
6'-6 1/2"
KITCHEN
ToasterOven
ENTERTAINMENT ROOM ELEVATIONScale: 3/8" = 1'-0"10
PRINTER
2'-6
"5'
-8"
5"
8'-7
"
1'-8"
1'-3"
3'-6 5/8" 1'-8"
10 3/8"6'-10 5/8"
1'-4 1/4"1'-4 1/4" 4'-2"
6'-10 5/8"
FILE
FILE
4'-6
1/2
"4
3/4"
TV BOX
DESK CABINET
DESK CABINET
DESK CABINET
5"5'
-8 1
/4"
2'-5
3/4
"
ENTERTAINMENT ROOM ELVATIONScale: 3/8" = 1'-0"8ENTERTAINMENT ROOM DESK ELEVATION
Scale: 3/8" = 1'-0"7
ENTERTAINMENT ROOM ELEVATIONScale: 3/8" = 1'-0"9
A-202.00
KITCHEN &ENTERTAINMENT ROOM
7" 10'-2" 2'-10" 3'-10" 11" 1'-11 1/2"
20'-5 1/2"
8'-7
"
7" 3'-6 1/2" 2'-10 1/2" 1'-11 3/8"
8'-11 3/8"
19'-10 1/2"
1'-11 1/2" 2" 1'-0" 7"
16'-2"3'-8 1/2"
2'-11" 6'-2 1/2" 2'-10 1/2" 4'-2"
KITCHEN ELEVATIONScale: 3/8" = 1'-0"2 KITCHEN ELEVATION
Scale: 3/8" = 1'-0"3
KITCHEN ELEVATIONScale: 3/8" = 1'-0"4 KITCHEN ELEVATION
Scale: 3/8" = 1'-0"5
3'-7 1/8" 3'-0"1 1/2" 1 1/2" 9'-6 1/2"
16'-4 1/2"
9"8'-9 1/2" CUSTOM BANQUETTE
7'-1
1 1/
2"
5'-3
1/2
"2'
-8"
3'-0
"
NEWCABINETRY
4'-10 1/4" 1 1/4" 2'-10" 5 1/2" 10'-2 1/4"
18'-5 1/4"
2'-9"
2'-1
1 3/
4"
7'-1
1 1/
2"
7'-9" 2'-6 3/8" 2'-5 5/8" 3'-9 5/8"
16'-6 3/4"
3'-1
3/4
"1'
-10"
2'-1
1 3/
4"
7'-1
1 1/
2"
1'-11" 14'-7 3/4" 4 1/2"
16'-11 1/4"
3'-2 3/8" 2'-8 1/4" 3'-7 3/4" 7/8" 4'-0 3/8" 3'-0 1/8" 1'-11"
18'-6 3/4"
REFOVEN
cl
ENTERTAINMENTROOM
1
2
3
4 A4.1
ENTERTAINMENT ROOM PLANScale: 3/8" = 1'-0"6
1'-1
1 1/
2"2"
1'-0
"7"
2'-1
0 1/
2"6'
-3"
2'-1
0"4'
-2 1
/2"
7"
20'-5
1/2
"
8'-11 3/8"
6'-1
0 1/
2"2'
-10"
10'-2
"7"
20'-5
1/2
"
3'-6 1/2"2'-10 5/8"1'-11 3/8"
8'-4 1/2"
KITCHEN PLANScale: 3/8" = 1'-0"1
Master Bathroom
Nguyen 24
ALLAIRE/COONEY RESIDENCE
130 E 67TH ST, 3B/DNEW YORK, NY 10065
ARCHITECT
SHEET
10 JULY 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING RE-SUBMISSION 07/10/14
STEVEN KEITH , R .A .270 PARK AVENUE SOUTH
NEW YORK , NY 10010212 .780 .0081
stevenkeithra@gmail .com
05/27/14BUILDING REVIEWSUBMISSION
KIDS BATH ELEVATIONScale: 3/8" = 1'-0"5 KIDS BATH ELEVATION
Scale: 3/8" = 1'-0"6 KIDS BATH ELEVATIONScale: 3/8" = 1'-0"7 KIDS BATH ELEVATION
Scale: 3/8" = 1'-0"8
HALL BATH ELEVATIONScale: 3/8" = 1'-0"10 HALL BATH ELEVATION
Scale: 3/8" = 1'-0"11 HALL BATH ELEVATIONScale: 3/8" = 1'-0"12
MASTER BATH ELEVATION Scale: 3/8" = 1'-0"1
OPEN
2'-10 1/2" 4'-4" 1'-6 3/8" 2'-10 3/4"
11'-7 5/8"
8'-0
"
MASTER BATH ELEVATION Scale: 3/8" = 1'-0"2
18'-10"
4'-6" 8'-11 3/8" 5" 1'-9" 3'-0" 2 3/4"
7'-2
"10
"
8'-0
"
2'-8
"
MASTER BATH ELEVATIONScale: 3/8" = 1'-0"3
2'-9 1/2" 3'-0 1/4" 5 1/4" 2'-7 1/8" 2'-9 1/2"
11'-7 5/8"
MASTER BATH ELEVATION Scale: 3/8" = 1'-0"4
3'-0" 1'-4" 5" 9'-4 1/2" 4'-1 3/8"18'-5 7/8"
3"
7'-2
"1'
-0"
8'-0
"
1'-4 1/2" 4'-2" 7"
6'-1 1/2"
8'-0
"
8 1/2" 2'-10" 1 3/8" 1'-9 3/4" 3'-6 3/4"
9'-0 1/2"
2'-11 5/8" 3 1/2" 3'-6 1/2" 2'-2 1/2"9'-0 1/8"
8'-0
"
5'-6 1/8"
8'-0
"
3 1/2" 2'-8" 2'-7 1/2"
5'-7"
8'-0
"
5'-9 1/2" 3'-4"
9'-1 1/2"
1'-9"
8'-0
"
5'-6 3/4"
8'-0
"
3'-4" 5'-9 1/2"
9'-1 1/2"
8'-0
"
HALL BATH ELEVATIONScale: 3/8" = 1'-0"9
A-203.00
BATHROOM
ALLAIRE/COONEY RESIDENCE
130 E 67TH ST, 3B/DNEW YORK, NY 10065
ARCHITECT
SHEET
10 JULY 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING RE-SUBMISSION 07/10/14
STEVEN KEITH , R .A .270 PARK AVENUE SOUTH
NEW YORK , NY 10010212 .780 .0081
stevenkeithra@gmail .com
05/27/14BUILDING REVIEWSUBMISSION
KIDS BATH ELEVATIONScale: 3/8" = 1'-0"5 KIDS BATH ELEVATION
Scale: 3/8" = 1'-0"6 KIDS BATH ELEVATIONScale: 3/8" = 1'-0"7 KIDS BATH ELEVATION
Scale: 3/8" = 1'-0"8
HALL BATH ELEVATIONScale: 3/8" = 1'-0"10 HALL BATH ELEVATION
Scale: 3/8" = 1'-0"11 HALL BATH ELEVATIONScale: 3/8" = 1'-0"12
MASTER BATH ELEVATION Scale: 3/8" = 1'-0"1
OPEN
2'-10 1/2" 4'-4" 1'-6 3/8" 2'-10 3/4"
11'-7 5/8"
8'-0
"
MASTER BATH ELEVATION Scale: 3/8" = 1'-0"2
18'-10"
4'-6" 8'-11 3/8" 5" 1'-9" 3'-0" 2 3/4"
7'-2
"10
"
8'-0
"
2'-8
"
MASTER BATH ELEVATIONScale: 3/8" = 1'-0"3
2'-9 1/2" 3'-0 1/4" 5 1/4" 2'-7 1/8" 2'-9 1/2"
11'-7 5/8"
MASTER BATH ELEVATION Scale: 3/8" = 1'-0"4
3'-0" 1'-4" 5" 9'-4 1/2" 4'-1 3/8"18'-5 7/8"
3"
7'-2
"1'
-0"
8'-0
"
1'-4 1/2" 4'-2" 7"
6'-1 1/2"
8'-0
"
8 1/2" 2'-10" 1 3/8" 1'-9 3/4" 3'-6 3/4"
9'-0 1/2"
2'-11 5/8" 3 1/2" 3'-6 1/2" 2'-2 1/2"9'-0 1/8"
8'-0
"
5'-6 1/8"
8'-0
"
3 1/2" 2'-8" 2'-7 1/2"
5'-7"
8'-0
"
5'-9 1/2" 3'-4"
9'-1 1/2"
1'-9"
8'-0
"
5'-6 3/4"
8'-0
"
3'-4" 5'-9 1/2"
9'-1 1/2"
8'-0
"
HALL BATH ELEVATIONScale: 3/8" = 1'-0"9
A-203.00
BATHROOM
Bathroom Details
Nguyen 25
ALLAIRE/COONEY RESIDENCE
130 E 67TH ST, 3B/DNEW YORK, NY 10065
ARCHITECT
SHEET
10 JULY 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING RE-SUBMISSION 07/10/14
STEVEN KEITH , R .A .270 PARK AVENUE SOUTH
NEW YORK , NY 10010212 .780 .0081
stevenkeithra@gmail .com
05/27/14BUILDING REVIEWSUBMISSION
TYPICAL WATERPROOFING SECTION DETAILNOT TO SCALE
6
CEMENT BOARD
EXISTING SLAB
FINISH , AND SETTING BED TYPE AND THICKNESS ARE VARIABLE
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES , TO 12" ABOVE FINISH FLOOR
SLOPE GROUT FILL TO DRAIN 1/4" PER FOOT
DRAIN
LATICRETE 9235 WATERPROOFING MEMBRANE LIQUID TO SEAL OPENING ALL AROUND
LATACRETE 9235 WATERPROOFING MEMBRANE
COMPRESSIBLE BACKER ROD SET WITH LATASIL
GROUT AS REQUIRED TO PATCH OPENING COMPLETELY
TYP . CURB DETAIL @ WET LOCATIONSNTS
8
EXISTING SLAB
125 LATECRETE SOUND & CRACK ADHESIVE
THINSET MORTAR
SCHEDULED TILE
LIGHTWEIGHT SETTING BED
LEAD PAN
SCHEDULED STONE
BLOCKING
LATICRETE 9235WATERPROOFING MEMBRANE
W/REINFORCING FABRIC,DOUBLE PLY AT CORNERS
COVES, TO 12" ABOVE FINISHFLOOR
3-5/8" METAL RUNNER
3-5/8" METAL STUD
3-1/2" BATT SOUND INSULATION
5/8" GWB
SOLID WOOD BASE
3-5/8" METAL RUNNER
TYPICAL NON-RATED PARTITION SECTION DETAILScale: 1 1/2" = 1'-0"
3
5/8" GWB W/ CORNERBEAD
1/4" DIAM . GALV . STEEL ROD
EXISTING SLAB
NYC APPROVED CADDY CLIP ATTACHED TO SLAPS WITH HILTI POWDER ACTIVATED CONCRETE NAILS
1-1/2" C .R . 16 GA . STEELCHANNEL ( .475#) AT 4'-6"O.C . MAX .
7/8" METAL FURRING STRIPS ,ATTACH WITH NYC APPROVED HANGER STRAPS
FACE OF WALL
TYPICAL DROPPED CEILING DETAILScale: 1 1/2" = 1'-0"
2
LATICRETE 170 SSOUND AND CRACK ISOLATION MAT
NEW MARBLE FLOORING
EXISTING SUB-FLOOR
EXISTING SLAB
3/4"
TYP . SOUND PROOFING DETAIL AT NEW MARBLE FLOORINGNOT TO SCALE
9
LEAD PAN AT SHOWER DETAILScale: 1 1/2" = 1'-0"
4
FINISH AND SETTING BED
NEW FREE-STANDING TUB
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES
BATHTUB WATER PROOFING SECTION DETAILScale: 1 1/2" = 1'-0"
5
CEMENT BOARD
NOTES: PACK ANY GAPS AT DRAIN PENETRATION WITH COMPRESSIBLE BACKER ROD AND LATASIL; APPLY A COAT OF 9235 WATERPROOFING MEMBRANE LIQUID AROUND PENETRATION OPENING; SEE ALSO DETAIL #8/G002.00 (SIMILAR).
LOCAL LAW 58 ADAPTABLE BATHROOMNTS
7
EXTEND WATERPROOFING 8" MIN . AT WALLS
SCHEDULED TILE
STONE SILL
LIGHTWEIGHT SETTING BEDCEMENT BACKER BOARD
LEAD PAN
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES (BENEATH LEAD PAN)
SCHEDULED TILETHINSET MORTAR
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC ,
DOUBLE PLY AT CORNERS COVES (BENEATH LEAD PAN)
LEAD PAN
LATICRETE 170 SOUND & CRACK ISOLATION MAT
SCHEDULED TILE
BLOCKING
EXISTING SLAB
LATICRETE 9235 WATERPROOFING MEMBRANE W/ REINFORCING FABRIC
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES TO 12" ABOVE FINISHED FLOOR IN ROOM AND TO 84" AFF AT ADJOINING WALL
NEW PLYWOOD TUB PLATFORM TO CONCEAL PLUMBING DRAIN LINE; HEIGHT TO MATCH EXISITNG PLATFORM HEIGHT
FIRE PROOFING AND FIRE PROTECTION:THE SHAREHOLDER SHALL UPON COMPLETION OF DEMOLITION RESTORE ALL FIREPROOFING TO STEEL BEAMS, COLUMNS, AND SHAFT ENCLOSURES IN A MANNER SATISFACTORY TO THE CHIEF ENGINEER OF MANAGER AND ITS OTHER PROFESSIONAL CONSULTANTS.(A) RESTORATION OF FIREPROOFING SHALL BE DONE IMMEDIATELY AFTER DEMOLITION, ACTIVITIES ARE COMPLETE AND BEFORE ANY OTHER CONSTRUCTION ACTIVITY COMMENCES.(B) STEEL COLUMNS SHALL BE FIRE PROOFED TO ACHIEVE A FOUR-HOUR RATING USING GYPSUM ASSOCIATION DESIGN MANUAL # CM4320, 4410, OR 4420.(C) STEEL BEAMS SHALL BE FIRE PROOFED TO ACHIEVE A THREE-HOUR RATING USING GYPSUM ASSOCIATION DESIGN MANUAL # BM3110.(D) SHAFT ENCLOSURES SHALL BE CONSTRUCTED AND OR FIRE PROOFED TO ACHIEVE A TWO-HOUR RATING USING GYPSUM DESIGN MANUAL #'S WP7055, 7060, 7061, 7077, 7078, 7086, 7088, 7089, 7092, 7093, 7095, 7104, 7109, 7111, 7117, 7125, OR 7210.(E) SERVICE PENETRATIONS (PIPES, DUCTS, CONDUITS ETC.) THROUGH RATED FLOORS/WALLS SHALL BE FIRESTOPPED USING U.L. ASSEMBLY #'S 449, 450, 510, 604, 605, 606, 607 AS APPLICABLE.(F) UPON COMPLETION OF FIRE PROOFING BY THE CONTRACTOR, THE COMPLETED WORK SHALL BE INSPECTED BY THE SHAREHOLDER'S ARCHITECT. THE ARCHITECT SHALL SUBMIT IN WRITING TO THE CORPORATION A STATEMENT OF COMPLETION, SPECIFYING GYPSUM ASSOCIATION DESIGN MANUAL METHODS USED, AND CONFORMANCE TO THE SPECIFICATIONS. THE ARCHITECT SHALL SIGN AND STAMP THE STATEMENT SUBMITTED..
CONSTRUCTION CLASS NOTE:C26-241.0 CLASS 3--NON-FIREPROOF STRUCTURES. A. CLASS 3 NON-FIREPROOF STRUCTURES ARE THOSE WHICH ARE MADE OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES OF MATERIALS INADEQUATE TO MEET THE FIRE RESISTIVE RATING REQUIREMENTS OF CLASS 1 OR CLASS 2 STRUCTURES, OR IN WHICH THE EXTERIOR WALLS ARE OF MASONRY OR REINFORCED CONCRETE AND THE INTERIOR FRAMING IS PARTLY OR WHOLLY OF WOOD OR UNPROTECTED IRON OR STEEL. THE EXTERIOR WALLS OF SUCH STRUCTURES SHALL BE MADE OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES OF MATERIALS WITH A FIRE RESISTIVE RATING OF AT LEAST ONE HOUR WHEN WALLS OR* NON-BEARING, TWO HOURS WHEN WALLS ARE NON-BEARING AND PROTECTION OF OPENINGS IS REQUIRED, AND THREE HOURS WHEN THEY ARE BEARING WALLS; THE FLOOR ABOVE THE CELLAR OR BASEMENT AND COLUMNS BELOW SUCH FLOORS BE CONSTRUCTED OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES OF MATERIALS HAVING A FIRE RESISTIVE RATING OF THREE HOURS (EXCEPT IN RESIDENCE STRUCTURES THREE STORIES OR FORTY FEET IN HEIGHT); SHAFTS AND REQUIRED STAIRWAY ENCLOSURES MAY BE MADE OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES HAVING A FIRE RESISTIVE RATING OF AT LEAST ONE HOUR). THE EXTERIOR WALLS IF OF MASONRY SHALL BE AS PROVIDED IN SECTIONS C26-412.0 THROUGH C26-467.0B. THIS SECTION SHALL NOT BE CONSTRUED AS APPLYING TO PRIVATE DWELLINGS OF FORTY FEET AND FOUR STORIES OR LESS IN HEIGHT (EXCEPT AS TO EXTERIOR WALLS). (AS AMENDED BY LOCAL LAW 33 OF 1948IN EFFECT MAY 25, 1948.)C. EXTERIOR WALLS OF PRIVATE DWELLINGS OF CLASS 3, NON-FIREPROOF CONSTRUCTION MAY BE CONSTRUCTED OF INCOMBUSTIBLE MATERIAL HAVING A FIRE RESISTIVE RATING OF AT LEAST ONE HOUR, PROVIDED THE BUILDING DOES NOT EXCEED ONE STORY IN HEIGHT AND THAT THE BUILDING IS SEPARATED BY AT LEAST FOUR FEET FROM ANY LOT LINE AND FROM ANY OTHER BUILDING. (SUB.. C AS ADDED BY LOCAL LAW 183 OF 1953 IN EFFECT DECEMBER 26, 1953.) D. EXTERIOR WALLS OF CENTRAL STATION POWER GENERATING PLANTS WHERE LOCATED AT LEAST 30 FEET DISTANT FROM COMMON LOT LINE MAY BE OF INCOMBUSTIBLE MATERIALS WITHOUT SPECIFIED FIRE RESISTIVE RATING AND MAY HAVE INTERIOR STEEL WITHOUT FIREPROOFING. (PARAGRAPH ADDED TO SUBD. C. BY LOCAL LAW 59 OF 1960 IN EFFECT SEPTEMBER 21, 1960.)
ZONING CALCULATIONS1. CHANGE TO FLOOR AREA.2. NO CHANGE TO USE OR OCCUPANCY.3. NO CHANGE TO ZONING.
SPECIAL AND PROGRESS INSPECTIONS1. FIRESTOP, DRAFTSTOP AND FIREBLOCK SYSTEM BC 1704.25
2. ENERGY CODE COMPLIANCE INSPECTION BC 109.3.5INTERIOR LIGHTING POWER (IC3)LIGHTING CONTROLS (IIC5)
3. FINAL 28-116.2.4.2, BC 109.5 DIRECTIVE 14 OF 1975, AND 1 RCNY § 101-10
WORK ITEMS PROPOSED DESIGNED VALUES
CODE PRESCRIBED VALUE & CITATION
BUILDING ENVELOPE NO CHANGE
MECHANICAL SYSTEMS
SERVICE WATER HEATING
ELECTRICAL POWER & LIGHTING SYSTEMINSTALL NEW LIGHTING FIXTURES AND WIRING
NO CHANGE
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THIS APPLICATION IS IN COMPLIANCE WITH THE NYCECC 2010/2011.
NYCECC STATEMENT:
ENERGY CONSERVATION CONSTRUTION CODE OF NEW YORK CITY 2011CLIMATE ZONE 4A
ENERGY ANALYSIS:
NO CHANGE
NO CHANGE
NO CHANGE NO CHANGE
52% OF THE NEW PERMANENTLY INSTALLED INTERIOR LIGHTING FIXTURES ARE FITTED WITH HIGH-EFFICACY LAMPS
ECC505.2 INTERIOR LIGHTING POWER ALLOWANCES (COMPLIES)
BUILDING CLASSIFICATION BOROUGH
BLOCK
LOT
173
7501 (13)
ZONING DISTRICT
ZONING MAP
C6-2A
12a
CONSTRUCTION CLASSIFICATION OLD CODE: 1
MANHATTAN
BUILDING HEIGHT
YES
REVIEW UNDER 2008 BUILDING CODE
OCCUPANCY CLASSIFICATION J-2
BUILDING STORIES 13 +PH
FLOOR SECOND FLOOR
MULTIPLE DWELLING CLASSIFICATION HACA
SITE PLANScale: NTS1
LEXI
NG
TON
AVE
E 67 TH STREET
130-134 E 67 STREET 11 STORIESBLOCK ___LOT_ ____
SCOPE OF WORK:1. DEMOLITION OF EXISTING MINOR PARTITIONS2. CONSTRUCTION OF NEW MINOR PARTITIONS INTERIOR DOORS3. INSTALLTION OF NEW PLUMBING FIXTURES AND FITTINGS4. INSTALLATION OF NEW CASEWORK AND LIGHTING5. INSTALLATION OF NEW FINISHES
COMPLIANCE
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
REQUIRED;
DRAWING
SEE E-101.00
PLUMBING NOTES 2008:ALL PLUMBING WORK SHALL MEET THE REQUIREMENT OF TITLE 28, NEW YORK CITY PLUMBING CODE AND NEW YORK CITY FUEL GAS CODE.
1. ALL PERMITS SHALL BE OBTAINED AS DIRECTED IN PC 105.2. ALL INSPECTIONS AND TESTING SHALLL BE AS OUTLINED IN 107, PC 312 AND FGC 406.3. MATERIALS, JOINTS AND CONNECTIONS SHALL BE IN ACCORDANCE WITH PC 303, PC 605, PC 702, PC 706, PC 804, PC 902, PC 1004, PC 1102 AND FGC 403.4. PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS SHALL BE AS DIRECTED IN PC 305.5. PIPING SUPPORT SHALL BE AS DIRECTED IN PC 308.6. INSTALLATION OF FIXTURES SHALL BE AS OUTLINED IN PC 405.7. FLOOR AND TRENCH DRAINS SHALL BE IN ACCORDACE WITH PC 412.8. WATER HEATERS SHALL BE INSTALLED AS DIRECTED IN PC 501 THROUGH PC 505.9. INSTALLATION OF WATER SUPPLY SYSTEM SHALL BE IN ACCORDACE WITH PC 603 AND PC 606.10. HOT WATER SUPPLY SYSTEM BE INSTALLED AS DIRECTED IN PC 607.11. PROTECTION OF POTABLE WATER SUPPLY SHALL BE AS OUTLINED IN PC 608.12. DISINFECTION OF POTABLE WATER SYSTEM SHALL BE IN ACCORDANDE WITH PC 610.13. SANITARY DRAINAGE PIPING INSTALLATION SHALL BE AS OUTLINED PC 704 AND PC 706.14. CLEANOUT SHALL BE INSTALLED ACCORDING TO PC 708.15. INDIRECT WASTES SHALL BE INSTALLED IN ACCORDANCE WITH PC 802.16. SPECIAL WASTES SHALL BE INSTALLED IN ACCORDANCE WITH PC 803. SANITARY VENTS SHALL BE INSTALLED AS DIRECTED IN PC 901 THROUGH PC 916. 17. SUMPS AND PUMPING SHALL BE INSTALLED AS OUTLINED IN PC 1113.18. GAS PIPING INSTALLATION, MATERIAL AND SIZES SHALL ADHERE TO FGC 401, FGC 404, FGC 407 THROUGH FGC 411 FGC 415.19. GAS METER AND GAS SERVICE SHALL ADHERE TO FGC APPENDIX E.20. ALL PLUMBING FIXTURES SHALL COMPLY WITH LOCAL LAW 29/89 - LOW FLOW FIXTURES.
GAS PIPING NOTES:1. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF THE NYC BUILDING CODE2. THE GAS SHUT-OFF SHALL BE ACCESSIBLE3. SCHEDULE BE SHALL BE FILED INDICATING A GAS PIPING EXTENSION4. NO GAS PIPING SHALL BE LOCATED IN THE FLOOR.5. CON EDISON SHALL BE NOTIFIED OF THE WORK.6. IT IS A SPECIFIED REQUIREMENT THAT THE COMPLETED GAS PIPING SHALL BE TESTED BY CONTRACTOR, AND INSPECTED AND SIGNED OFF BY THE DOB. SELF-CERTIFICATION BY THE PLUMBER SHALL NOT BE ALLOWED.7. PRIOR TO COMMENCING ANY WORK, THE LICENSED PLUMBER SHALL PRESSURE TEST THE GAS SUPPLY BACK TO THE METER. IF THE LOSS IN PRESSURE EXCEEDS CODE LIMITS, NO GAS PIPING WORK MAY BE DONE UNTIL REPAIRS ARE MADE AT THE SHAREHOLDER'S EXPENSE. SHOULD IT NOT BE POSSIBLE TO MAKE THE NECESSARY REPAIRS DUE TO LIMITED ACCESS TO THE GAS RISER OR FOR OTHER REASONS, THEN NO GAS PIPING CHANGES WILL BE ALLOWED.
AREA OF WORK:APT. 3BD
LANDMARK
271 FT.
3RD FLOOR
KITCHEN (GAS)
EXISTINGGAS RANGE
EXISTINGLOCATION
BATH ROOM 1
TOILET
3" DRAIN
LAVATORY
3" DRAIN
C .O . C .O .
EXISTING VENT &WASTE STACKS
1 1/2" 1 1/2"
1 REPLACED BATH TUB;1 REPLACED LAVATORY;
1 REPLACED TOILET
1 1/2"
BATH ROOM 2
TOILET LAVATORYBATH TUB
2" DRAIN 2" DRAIN
1 1/2"
1 REFURBISHED SHOWER1 REPLACED LAVATORY; 1 REPLACED TOILET
2ND FLOOR
EXISTING VENT &WASTE STACKS
D.W .
KITCHEN
2" DRAIN
C .O .
1 1/2"
SINK
REF/FRZR
1 EXISTING REFRIGERATOR/FRZR;1 EXISTING D.W.;1 EXISTING SINK;1 EXISTING WASHER/DRYER
3" DRAIN
C .O .
EXISTING VENT &WASTE STACKS
1 1/2"
1 1/2"
MASTER BATHROOM
TOILET LAVATORY
2" DRAIN
SHOWER
1 1/2"
LAVATORY
2" DRAIN
3RD FLOOR
3RD FLOOR
3RD FLOOR
WASHER/DRYER
BATH TUB
1 REPLACED TOILET;2 RELOCATED LAVATORIES;1 REFURIBISHED SHOWER;1 RELOCATED BATH TUB
SHOWER
G002 .00
GENERAL NOTES & DETAILS
PLUMBING AND RISER DIAGRAMS1-1/2" = 1'-0"
10
ALLAIRE/COONEY RESIDENCE
130 E 67TH ST, 3B/DNEW YORK, NY 10065
ARCHITECT
SHEET
10 JULY 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING RE-SUBMISSION 07/10/14
STEVEN KEITH , R .A .270 PARK AVENUE SOUTH
NEW YORK , NY 10010212 .780 .0081
stevenkeithra@gmail .com
05/27/14BUILDING REVIEWSUBMISSION
TYPICAL WATERPROOFING SECTION DETAILNOT TO SCALE
6
CEMENT BOARD
EXISTING SLAB
FINISH , AND SETTING BED TYPE AND THICKNESS ARE VARIABLE
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES , TO 12" ABOVE FINISH FLOOR
SLOPE GROUT FILL TO DRAIN 1/4" PER FOOT
DRAIN
LATICRETE 9235 WATERPROOFING MEMBRANE LIQUID TO SEAL OPENING ALL AROUND
LATACRETE 9235 WATERPROOFING MEMBRANE
COMPRESSIBLE BACKER ROD SET WITH LATASIL
GROUT AS REQUIRED TO PATCH OPENING COMPLETELY
TYP . CURB DETAIL @ WET LOCATIONSNTS
8
EXISTING SLAB
125 LATECRETE SOUND & CRACK ADHESIVE
THINSET MORTAR
SCHEDULED TILE
LIGHTWEIGHT SETTING BED
LEAD PAN
SCHEDULED STONE
BLOCKING
LATICRETE 9235WATERPROOFING MEMBRANE
W/REINFORCING FABRIC,DOUBLE PLY AT CORNERS
COVES, TO 12" ABOVE FINISHFLOOR
3-5/8" METAL RUNNER
3-5/8" METAL STUD
3-1/2" BATT SOUND INSULATION
5/8" GWB
SOLID WOOD BASE
3-5/8" METAL RUNNER
TYPICAL NON-RATED PARTITION SECTION DETAILScale: 1 1/2" = 1'-0"
3
5/8" GWB W/ CORNERBEAD
1/4" DIAM . GALV . STEEL ROD
EXISTING SLAB
NYC APPROVED CADDY CLIP ATTACHED TO SLAPS WITH HILTI POWDER ACTIVATED CONCRETE NAILS
1-1/2" C .R . 16 GA . STEELCHANNEL ( .475#) AT 4'-6"O.C . MAX .
7/8" METAL FURRING STRIPS ,ATTACH WITH NYC APPROVED HANGER STRAPS
FACE OF WALL
TYPICAL DROPPED CEILING DETAILScale: 1 1/2" = 1'-0"
2
LATICRETE 170 SSOUND AND CRACK ISOLATION MAT
NEW MARBLE FLOORING
EXISTING SUB-FLOOR
EXISTING SLAB
3/4"
TYP . SOUND PROOFING DETAIL AT NEW MARBLE FLOORINGNOT TO SCALE
9
LEAD PAN AT SHOWER DETAILScale: 1 1/2" = 1'-0"
4
FINISH AND SETTING BED
NEW FREE-STANDING TUB
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES
BATHTUB WATER PROOFING SECTION DETAILScale: 1 1/2" = 1'-0"
5
CEMENT BOARD
NOTES: PACK ANY GAPS AT DRAIN PENETRATION WITH COMPRESSIBLE BACKER ROD AND LATASIL; APPLY A COAT OF 9235 WATERPROOFING MEMBRANE LIQUID AROUND PENETRATION OPENING; SEE ALSO DETAIL #8/G002.00 (SIMILAR).
LOCAL LAW 58 ADAPTABLE BATHROOMNTS
7
EXTEND WATERPROOFING 8" MIN . AT WALLS
SCHEDULED TILE
STONE SILL
LIGHTWEIGHT SETTING BEDCEMENT BACKER BOARD
LEAD PAN
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES (BENEATH LEAD PAN)
SCHEDULED TILETHINSET MORTAR
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC ,
DOUBLE PLY AT CORNERS COVES (BENEATH LEAD PAN)
LEAD PAN
LATICRETE 170 SOUND & CRACK ISOLATION MAT
SCHEDULED TILE
BLOCKING
EXISTING SLAB
LATICRETE 9235 WATERPROOFING MEMBRANE W/ REINFORCING FABRIC
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES TO 12" ABOVE FINISHED FLOOR IN ROOM AND TO 84" AFF AT ADJOINING WALL
NEW PLYWOOD TUB PLATFORM TO CONCEAL PLUMBING DRAIN LINE; HEIGHT TO MATCH EXISITNG PLATFORM HEIGHT
FIRE PROOFING AND FIRE PROTECTION:THE SHAREHOLDER SHALL UPON COMPLETION OF DEMOLITION RESTORE ALL FIREPROOFING TO STEEL BEAMS, COLUMNS, AND SHAFT ENCLOSURES IN A MANNER SATISFACTORY TO THE CHIEF ENGINEER OF MANAGER AND ITS OTHER PROFESSIONAL CONSULTANTS.(A) RESTORATION OF FIREPROOFING SHALL BE DONE IMMEDIATELY AFTER DEMOLITION, ACTIVITIES ARE COMPLETE AND BEFORE ANY OTHER CONSTRUCTION ACTIVITY COMMENCES.(B) STEEL COLUMNS SHALL BE FIRE PROOFED TO ACHIEVE A FOUR-HOUR RATING USING GYPSUM ASSOCIATION DESIGN MANUAL # CM4320, 4410, OR 4420.(C) STEEL BEAMS SHALL BE FIRE PROOFED TO ACHIEVE A THREE-HOUR RATING USING GYPSUM ASSOCIATION DESIGN MANUAL # BM3110.(D) SHAFT ENCLOSURES SHALL BE CONSTRUCTED AND OR FIRE PROOFED TO ACHIEVE A TWO-HOUR RATING USING GYPSUM DESIGN MANUAL #'S WP7055, 7060, 7061, 7077, 7078, 7086, 7088, 7089, 7092, 7093, 7095, 7104, 7109, 7111, 7117, 7125, OR 7210.(E) SERVICE PENETRATIONS (PIPES, DUCTS, CONDUITS ETC.) THROUGH RATED FLOORS/WALLS SHALL BE FIRESTOPPED USING U.L. ASSEMBLY #'S 449, 450, 510, 604, 605, 606, 607 AS APPLICABLE.(F) UPON COMPLETION OF FIRE PROOFING BY THE CONTRACTOR, THE COMPLETED WORK SHALL BE INSPECTED BY THE SHAREHOLDER'S ARCHITECT. THE ARCHITECT SHALL SUBMIT IN WRITING TO THE CORPORATION A STATEMENT OF COMPLETION, SPECIFYING GYPSUM ASSOCIATION DESIGN MANUAL METHODS USED, AND CONFORMANCE TO THE SPECIFICATIONS. THE ARCHITECT SHALL SIGN AND STAMP THE STATEMENT SUBMITTED..
CONSTRUCTION CLASS NOTE:C26-241.0 CLASS 3--NON-FIREPROOF STRUCTURES. A. CLASS 3 NON-FIREPROOF STRUCTURES ARE THOSE WHICH ARE MADE OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES OF MATERIALS INADEQUATE TO MEET THE FIRE RESISTIVE RATING REQUIREMENTS OF CLASS 1 OR CLASS 2 STRUCTURES, OR IN WHICH THE EXTERIOR WALLS ARE OF MASONRY OR REINFORCED CONCRETE AND THE INTERIOR FRAMING IS PARTLY OR WHOLLY OF WOOD OR UNPROTECTED IRON OR STEEL. THE EXTERIOR WALLS OF SUCH STRUCTURES SHALL BE MADE OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES OF MATERIALS WITH A FIRE RESISTIVE RATING OF AT LEAST ONE HOUR WHEN WALLS OR* NON-BEARING, TWO HOURS WHEN WALLS ARE NON-BEARING AND PROTECTION OF OPENINGS IS REQUIRED, AND THREE HOURS WHEN THEY ARE BEARING WALLS; THE FLOOR ABOVE THE CELLAR OR BASEMENT AND COLUMNS BELOW SUCH FLOORS BE CONSTRUCTED OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES OF MATERIALS HAVING A FIRE RESISTIVE RATING OF THREE HOURS (EXCEPT IN RESIDENCE STRUCTURES THREE STORIES OR FORTY FEET IN HEIGHT); SHAFTS AND REQUIRED STAIRWAY ENCLOSURES MAY BE MADE OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES HAVING A FIRE RESISTIVE RATING OF AT LEAST ONE HOUR). THE EXTERIOR WALLS IF OF MASONRY SHALL BE AS PROVIDED IN SECTIONS C26-412.0 THROUGH C26-467.0B. THIS SECTION SHALL NOT BE CONSTRUED AS APPLYING TO PRIVATE DWELLINGS OF FORTY FEET AND FOUR STORIES OR LESS IN HEIGHT (EXCEPT AS TO EXTERIOR WALLS). (AS AMENDED BY LOCAL LAW 33 OF 1948IN EFFECT MAY 25, 1948.)C. EXTERIOR WALLS OF PRIVATE DWELLINGS OF CLASS 3, NON-FIREPROOF CONSTRUCTION MAY BE CONSTRUCTED OF INCOMBUSTIBLE MATERIAL HAVING A FIRE RESISTIVE RATING OF AT LEAST ONE HOUR, PROVIDED THE BUILDING DOES NOT EXCEED ONE STORY IN HEIGHT AND THAT THE BUILDING IS SEPARATED BY AT LEAST FOUR FEET FROM ANY LOT LINE AND FROM ANY OTHER BUILDING. (SUB.. C AS ADDED BY LOCAL LAW 183 OF 1953 IN EFFECT DECEMBER 26, 1953.) D. EXTERIOR WALLS OF CENTRAL STATION POWER GENERATING PLANTS WHERE LOCATED AT LEAST 30 FEET DISTANT FROM COMMON LOT LINE MAY BE OF INCOMBUSTIBLE MATERIALS WITHOUT SPECIFIED FIRE RESISTIVE RATING AND MAY HAVE INTERIOR STEEL WITHOUT FIREPROOFING. (PARAGRAPH ADDED TO SUBD. C. BY LOCAL LAW 59 OF 1960 IN EFFECT SEPTEMBER 21, 1960.)
ZONING CALCULATIONS1. CHANGE TO FLOOR AREA.2. NO CHANGE TO USE OR OCCUPANCY.3. NO CHANGE TO ZONING.
SPECIAL AND PROGRESS INSPECTIONS1. FIRESTOP, DRAFTSTOP AND FIREBLOCK SYSTEM BC 1704.25
2. ENERGY CODE COMPLIANCE INSPECTION BC 109.3.5INTERIOR LIGHTING POWER (IC3)LIGHTING CONTROLS (IIC5)
3. FINAL 28-116.2.4.2, BC 109.5 DIRECTIVE 14 OF 1975, AND 1 RCNY § 101-10
WORK ITEMS PROPOSED DESIGNED VALUES
CODE PRESCRIBED VALUE & CITATION
BUILDING ENVELOPE NO CHANGE
MECHANICAL SYSTEMS
SERVICE WATER HEATING
ELECTRICAL POWER & LIGHTING SYSTEMINSTALL NEW LIGHTING FIXTURES AND WIRING
NO CHANGE
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THIS APPLICATION IS IN COMPLIANCE WITH THE NYCECC 2010/2011.
NYCECC STATEMENT:
ENERGY CONSERVATION CONSTRUTION CODE OF NEW YORK CITY 2011CLIMATE ZONE 4A
ENERGY ANALYSIS:
NO CHANGE
NO CHANGE
NO CHANGE NO CHANGE
52% OF THE NEW PERMANENTLY INSTALLED INTERIOR LIGHTING FIXTURES ARE FITTED WITH HIGH-EFFICACY LAMPS
ECC505.2 INTERIOR LIGHTING POWER ALLOWANCES (COMPLIES)
BUILDING CLASSIFICATION BOROUGH
BLOCK
LOT
173
7501 (13)
ZONING DISTRICT
ZONING MAP
C6-2A
12a
CONSTRUCTION CLASSIFICATION OLD CODE: 1
MANHATTAN
BUILDING HEIGHT
YES
REVIEW UNDER 2008 BUILDING CODE
OCCUPANCY CLASSIFICATION J-2
BUILDING STORIES 13 +PH
FLOOR SECOND FLOOR
MULTIPLE DWELLING CLASSIFICATION HACA
SITE PLANScale: NTS1
LEXI
NG
TON
AVE
E 67 TH STREET
130-134 E 67 STREET 11 STORIESBLOCK ___LOT_ ____
SCOPE OF WORK:1. DEMOLITION OF EXISTING MINOR PARTITIONS2. CONSTRUCTION OF NEW MINOR PARTITIONS INTERIOR DOORS3. INSTALLTION OF NEW PLUMBING FIXTURES AND FITTINGS4. INSTALLATION OF NEW CASEWORK AND LIGHTING5. INSTALLATION OF NEW FINISHES
COMPLIANCE
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
REQUIRED;
DRAWING
SEE E-101.00
PLUMBING NOTES 2008:ALL PLUMBING WORK SHALL MEET THE REQUIREMENT OF TITLE 28, NEW YORK CITY PLUMBING CODE AND NEW YORK CITY FUEL GAS CODE.
1. ALL PERMITS SHALL BE OBTAINED AS DIRECTED IN PC 105.2. ALL INSPECTIONS AND TESTING SHALLL BE AS OUTLINED IN 107, PC 312 AND FGC 406.3. MATERIALS, JOINTS AND CONNECTIONS SHALL BE IN ACCORDANCE WITH PC 303, PC 605, PC 702, PC 706, PC 804, PC 902, PC 1004, PC 1102 AND FGC 403.4. PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS SHALL BE AS DIRECTED IN PC 305.5. PIPING SUPPORT SHALL BE AS DIRECTED IN PC 308.6. INSTALLATION OF FIXTURES SHALL BE AS OUTLINED IN PC 405.7. FLOOR AND TRENCH DRAINS SHALL BE IN ACCORDACE WITH PC 412.8. WATER HEATERS SHALL BE INSTALLED AS DIRECTED IN PC 501 THROUGH PC 505.9. INSTALLATION OF WATER SUPPLY SYSTEM SHALL BE IN ACCORDACE WITH PC 603 AND PC 606.10. HOT WATER SUPPLY SYSTEM BE INSTALLED AS DIRECTED IN PC 607.11. PROTECTION OF POTABLE WATER SUPPLY SHALL BE AS OUTLINED IN PC 608.12. DISINFECTION OF POTABLE WATER SYSTEM SHALL BE IN ACCORDANDE WITH PC 610.13. SANITARY DRAINAGE PIPING INSTALLATION SHALL BE AS OUTLINED PC 704 AND PC 706.14. CLEANOUT SHALL BE INSTALLED ACCORDING TO PC 708.15. INDIRECT WASTES SHALL BE INSTALLED IN ACCORDANCE WITH PC 802.16. SPECIAL WASTES SHALL BE INSTALLED IN ACCORDANCE WITH PC 803. SANITARY VENTS SHALL BE INSTALLED AS DIRECTED IN PC 901 THROUGH PC 916. 17. SUMPS AND PUMPING SHALL BE INSTALLED AS OUTLINED IN PC 1113.18. GAS PIPING INSTALLATION, MATERIAL AND SIZES SHALL ADHERE TO FGC 401, FGC 404, FGC 407 THROUGH FGC 411 FGC 415.19. GAS METER AND GAS SERVICE SHALL ADHERE TO FGC APPENDIX E.20. ALL PLUMBING FIXTURES SHALL COMPLY WITH LOCAL LAW 29/89 - LOW FLOW FIXTURES.
GAS PIPING NOTES:1. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF THE NYC BUILDING CODE2. THE GAS SHUT-OFF SHALL BE ACCESSIBLE3. SCHEDULE BE SHALL BE FILED INDICATING A GAS PIPING EXTENSION4. NO GAS PIPING SHALL BE LOCATED IN THE FLOOR.5. CON EDISON SHALL BE NOTIFIED OF THE WORK.6. IT IS A SPECIFIED REQUIREMENT THAT THE COMPLETED GAS PIPING SHALL BE TESTED BY CONTRACTOR, AND INSPECTED AND SIGNED OFF BY THE DOB. SELF-CERTIFICATION BY THE PLUMBER SHALL NOT BE ALLOWED.7. PRIOR TO COMMENCING ANY WORK, THE LICENSED PLUMBER SHALL PRESSURE TEST THE GAS SUPPLY BACK TO THE METER. IF THE LOSS IN PRESSURE EXCEEDS CODE LIMITS, NO GAS PIPING WORK MAY BE DONE UNTIL REPAIRS ARE MADE AT THE SHAREHOLDER'S EXPENSE. SHOULD IT NOT BE POSSIBLE TO MAKE THE NECESSARY REPAIRS DUE TO LIMITED ACCESS TO THE GAS RISER OR FOR OTHER REASONS, THEN NO GAS PIPING CHANGES WILL BE ALLOWED.
AREA OF WORK:APT. 3BD
LANDMARK
271 FT.
3RD FLOOR
KITCHEN (GAS)
EXISTINGGAS RANGE
EXISTINGLOCATION
BATH ROOM 1
TOILET
3" DRAIN
LAVATORY
3" DRAIN
C .O . C .O .
EXISTING VENT &WASTE STACKS
1 1/2" 1 1/2"
1 REPLACED BATH TUB;1 REPLACED LAVATORY;
1 REPLACED TOILET
1 1/2"
BATH ROOM 2
TOILET LAVATORYBATH TUB
2" DRAIN 2" DRAIN
1 1/2"
1 REFURBISHED SHOWER1 REPLACED LAVATORY; 1 REPLACED TOILET
2ND FLOOR
EXISTING VENT &WASTE STACKS
D.W .
KITCHEN
2" DRAIN
C .O .
1 1/2"
SINK
REF/FRZR
1 EXISTING REFRIGERATOR/FRZR;1 EXISTING D.W.;1 EXISTING SINK;1 EXISTING WASHER/DRYER
3" DRAIN
C .O .
EXISTING VENT &WASTE STACKS
1 1/2"
1 1/2"
MASTER BATHROOM
TOILET LAVATORY
2" DRAIN
SHOWER
1 1/2"
LAVATORY
2" DRAIN
3RD FLOOR
3RD FLOOR
3RD FLOOR
WASHER/DRYER
BATH TUB
1 REPLACED TOILET;2 RELOCATED LAVATORIES;1 REFURIBISHED SHOWER;1 RELOCATED BATH TUB
SHOWER
G002 .00
GENERAL NOTES & DETAILS
PLUMBING AND RISER DIAGRAMS1-1/2" = 1'-0"
10
ALLAIRE/COONEY RESIDENCE
130 E 67TH ST, 3B/DNEW YORK, NY 10065
ARCHITECT
SHEET
10 JULY 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING RE-SUBMISSION 07/10/14
STEVEN KEITH , R .A .270 PARK AVENUE SOUTH
NEW YORK , NY 10010212 .780 .0081
stevenkeithra@gmail .com
05/27/14BUILDING REVIEWSUBMISSION
TYPICAL WATERPROOFING SECTION DETAILNOT TO SCALE
6
CEMENT BOARD
EXISTING SLAB
FINISH , AND SETTING BED TYPE AND THICKNESS ARE VARIABLE
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES , TO 12" ABOVE FINISH FLOOR
SLOPE GROUT FILL TO DRAIN 1/4" PER FOOT
DRAIN
LATICRETE 9235 WATERPROOFING MEMBRANE LIQUID TO SEAL OPENING ALL AROUND
LATACRETE 9235 WATERPROOFING MEMBRANE
COMPRESSIBLE BACKER ROD SET WITH LATASIL
GROUT AS REQUIRED TO PATCH OPENING COMPLETELY
TYP . CURB DETAIL @ WET LOCATIONSNTS
8
EXISTING SLAB
125 LATECRETE SOUND & CRACK ADHESIVE
THINSET MORTAR
SCHEDULED TILE
LIGHTWEIGHT SETTING BED
LEAD PAN
SCHEDULED STONE
BLOCKING
LATICRETE 9235WATERPROOFING MEMBRANE
W/REINFORCING FABRIC,DOUBLE PLY AT CORNERS
COVES, TO 12" ABOVE FINISHFLOOR
3-5/8" METAL RUNNER
3-5/8" METAL STUD
3-1/2" BATT SOUND INSULATION
5/8" GWB
SOLID WOOD BASE
3-5/8" METAL RUNNER
TYPICAL NON-RATED PARTITION SECTION DETAILScale: 1 1/2" = 1'-0"
3
5/8" GWB W/ CORNERBEAD
1/4" DIAM . GALV . STEEL ROD
EXISTING SLAB
NYC APPROVED CADDY CLIP ATTACHED TO SLAPS WITH HILTI POWDER ACTIVATED CONCRETE NAILS
1-1/2" C .R . 16 GA . STEELCHANNEL ( .475#) AT 4'-6"O.C . MAX .
7/8" METAL FURRING STRIPS ,ATTACH WITH NYC APPROVED HANGER STRAPS
FACE OF WALL
TYPICAL DROPPED CEILING DETAILScale: 1 1/2" = 1'-0"
2
LATICRETE 170 SSOUND AND CRACK ISOLATION MAT
NEW MARBLE FLOORING
EXISTING SUB-FLOOR
EXISTING SLAB
3/4"
TYP . SOUND PROOFING DETAIL AT NEW MARBLE FLOORINGNOT TO SCALE
9
LEAD PAN AT SHOWER DETAILScale: 1 1/2" = 1'-0"
4
FINISH AND SETTING BED
NEW FREE-STANDING TUB
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES
BATHTUB WATER PROOFING SECTION DETAILScale: 1 1/2" = 1'-0"
5
CEMENT BOARD
NOTES: PACK ANY GAPS AT DRAIN PENETRATION WITH COMPRESSIBLE BACKER ROD AND LATASIL; APPLY A COAT OF 9235 WATERPROOFING MEMBRANE LIQUID AROUND PENETRATION OPENING; SEE ALSO DETAIL #8/G002.00 (SIMILAR).
LOCAL LAW 58 ADAPTABLE BATHROOMNTS
7
EXTEND WATERPROOFING 8" MIN . AT WALLS
SCHEDULED TILE
STONE SILL
LIGHTWEIGHT SETTING BEDCEMENT BACKER BOARD
LEAD PAN
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES (BENEATH LEAD PAN)
SCHEDULED TILETHINSET MORTAR
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC ,
DOUBLE PLY AT CORNERS COVES (BENEATH LEAD PAN)
LEAD PAN
LATICRETE 170 SOUND & CRACK ISOLATION MAT
SCHEDULED TILE
BLOCKING
EXISTING SLAB
LATICRETE 9235 WATERPROOFING MEMBRANE W/ REINFORCING FABRIC
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES TO 12" ABOVE FINISHED FLOOR IN ROOM AND TO 84" AFF AT ADJOINING WALL
NEW PLYWOOD TUB PLATFORM TO CONCEAL PLUMBING DRAIN LINE; HEIGHT TO MATCH EXISITNG PLATFORM HEIGHT
FIRE PROOFING AND FIRE PROTECTION:THE SHAREHOLDER SHALL UPON COMPLETION OF DEMOLITION RESTORE ALL FIREPROOFING TO STEEL BEAMS, COLUMNS, AND SHAFT ENCLOSURES IN A MANNER SATISFACTORY TO THE CHIEF ENGINEER OF MANAGER AND ITS OTHER PROFESSIONAL CONSULTANTS.(A) RESTORATION OF FIREPROOFING SHALL BE DONE IMMEDIATELY AFTER DEMOLITION, ACTIVITIES ARE COMPLETE AND BEFORE ANY OTHER CONSTRUCTION ACTIVITY COMMENCES.(B) STEEL COLUMNS SHALL BE FIRE PROOFED TO ACHIEVE A FOUR-HOUR RATING USING GYPSUM ASSOCIATION DESIGN MANUAL # CM4320, 4410, OR 4420.(C) STEEL BEAMS SHALL BE FIRE PROOFED TO ACHIEVE A THREE-HOUR RATING USING GYPSUM ASSOCIATION DESIGN MANUAL # BM3110.(D) SHAFT ENCLOSURES SHALL BE CONSTRUCTED AND OR FIRE PROOFED TO ACHIEVE A TWO-HOUR RATING USING GYPSUM DESIGN MANUAL #'S WP7055, 7060, 7061, 7077, 7078, 7086, 7088, 7089, 7092, 7093, 7095, 7104, 7109, 7111, 7117, 7125, OR 7210.(E) SERVICE PENETRATIONS (PIPES, DUCTS, CONDUITS ETC.) THROUGH RATED FLOORS/WALLS SHALL BE FIRESTOPPED USING U.L. ASSEMBLY #'S 449, 450, 510, 604, 605, 606, 607 AS APPLICABLE.(F) UPON COMPLETION OF FIRE PROOFING BY THE CONTRACTOR, THE COMPLETED WORK SHALL BE INSPECTED BY THE SHAREHOLDER'S ARCHITECT. THE ARCHITECT SHALL SUBMIT IN WRITING TO THE CORPORATION A STATEMENT OF COMPLETION, SPECIFYING GYPSUM ASSOCIATION DESIGN MANUAL METHODS USED, AND CONFORMANCE TO THE SPECIFICATIONS. THE ARCHITECT SHALL SIGN AND STAMP THE STATEMENT SUBMITTED..
CONSTRUCTION CLASS NOTE:C26-241.0 CLASS 3--NON-FIREPROOF STRUCTURES. A. CLASS 3 NON-FIREPROOF STRUCTURES ARE THOSE WHICH ARE MADE OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES OF MATERIALS INADEQUATE TO MEET THE FIRE RESISTIVE RATING REQUIREMENTS OF CLASS 1 OR CLASS 2 STRUCTURES, OR IN WHICH THE EXTERIOR WALLS ARE OF MASONRY OR REINFORCED CONCRETE AND THE INTERIOR FRAMING IS PARTLY OR WHOLLY OF WOOD OR UNPROTECTED IRON OR STEEL. THE EXTERIOR WALLS OF SUCH STRUCTURES SHALL BE MADE OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES OF MATERIALS WITH A FIRE RESISTIVE RATING OF AT LEAST ONE HOUR WHEN WALLS OR* NON-BEARING, TWO HOURS WHEN WALLS ARE NON-BEARING AND PROTECTION OF OPENINGS IS REQUIRED, AND THREE HOURS WHEN THEY ARE BEARING WALLS; THE FLOOR ABOVE THE CELLAR OR BASEMENT AND COLUMNS BELOW SUCH FLOORS BE CONSTRUCTED OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES OF MATERIALS HAVING A FIRE RESISTIVE RATING OF THREE HOURS (EXCEPT IN RESIDENCE STRUCTURES THREE STORIES OR FORTY FEET IN HEIGHT); SHAFTS AND REQUIRED STAIRWAY ENCLOSURES MAY BE MADE OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES HAVING A FIRE RESISTIVE RATING OF AT LEAST ONE HOUR). THE EXTERIOR WALLS IF OF MASONRY SHALL BE AS PROVIDED IN SECTIONS C26-412.0 THROUGH C26-467.0B. THIS SECTION SHALL NOT BE CONSTRUED AS APPLYING TO PRIVATE DWELLINGS OF FORTY FEET AND FOUR STORIES OR LESS IN HEIGHT (EXCEPT AS TO EXTERIOR WALLS). (AS AMENDED BY LOCAL LAW 33 OF 1948IN EFFECT MAY 25, 1948.)C. EXTERIOR WALLS OF PRIVATE DWELLINGS OF CLASS 3, NON-FIREPROOF CONSTRUCTION MAY BE CONSTRUCTED OF INCOMBUSTIBLE MATERIAL HAVING A FIRE RESISTIVE RATING OF AT LEAST ONE HOUR, PROVIDED THE BUILDING DOES NOT EXCEED ONE STORY IN HEIGHT AND THAT THE BUILDING IS SEPARATED BY AT LEAST FOUR FEET FROM ANY LOT LINE AND FROM ANY OTHER BUILDING. (SUB.. C AS ADDED BY LOCAL LAW 183 OF 1953 IN EFFECT DECEMBER 26, 1953.) D. EXTERIOR WALLS OF CENTRAL STATION POWER GENERATING PLANTS WHERE LOCATED AT LEAST 30 FEET DISTANT FROM COMMON LOT LINE MAY BE OF INCOMBUSTIBLE MATERIALS WITHOUT SPECIFIED FIRE RESISTIVE RATING AND MAY HAVE INTERIOR STEEL WITHOUT FIREPROOFING. (PARAGRAPH ADDED TO SUBD. C. BY LOCAL LAW 59 OF 1960 IN EFFECT SEPTEMBER 21, 1960.)
ZONING CALCULATIONS1. CHANGE TO FLOOR AREA.2. NO CHANGE TO USE OR OCCUPANCY.3. NO CHANGE TO ZONING.
SPECIAL AND PROGRESS INSPECTIONS1. FIRESTOP, DRAFTSTOP AND FIREBLOCK SYSTEM BC 1704.25
2. ENERGY CODE COMPLIANCE INSPECTION BC 109.3.5INTERIOR LIGHTING POWER (IC3)LIGHTING CONTROLS (IIC5)
3. FINAL 28-116.2.4.2, BC 109.5 DIRECTIVE 14 OF 1975, AND 1 RCNY § 101-10
WORK ITEMS PROPOSED DESIGNED VALUES
CODE PRESCRIBED VALUE & CITATION
BUILDING ENVELOPE NO CHANGE
MECHANICAL SYSTEMS
SERVICE WATER HEATING
ELECTRICAL POWER & LIGHTING SYSTEMINSTALL NEW LIGHTING FIXTURES AND WIRING
NO CHANGE
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THIS APPLICATION IS IN COMPLIANCE WITH THE NYCECC 2010/2011.
NYCECC STATEMENT:
ENERGY CONSERVATION CONSTRUTION CODE OF NEW YORK CITY 2011CLIMATE ZONE 4A
ENERGY ANALYSIS:
NO CHANGE
NO CHANGE
NO CHANGE NO CHANGE
52% OF THE NEW PERMANENTLY INSTALLED INTERIOR LIGHTING FIXTURES ARE FITTED WITH HIGH-EFFICACY LAMPS
ECC505.2 INTERIOR LIGHTING POWER ALLOWANCES (COMPLIES)
BUILDING CLASSIFICATION BOROUGH
BLOCK
LOT
173
7501 (13)
ZONING DISTRICT
ZONING MAP
C6-2A
12a
CONSTRUCTION CLASSIFICATION OLD CODE: 1
MANHATTAN
BUILDING HEIGHT
YES
REVIEW UNDER 2008 BUILDING CODE
OCCUPANCY CLASSIFICATION J-2
BUILDING STORIES 13 +PH
FLOOR SECOND FLOOR
MULTIPLE DWELLING CLASSIFICATION HACA
SITE PLANScale: NTS1
LEXI
NG
TON
AVE
E 67 TH STREET
130-134 E 67 STREET 11 STORIESBLOCK ___LOT_ ____
SCOPE OF WORK:1. DEMOLITION OF EXISTING MINOR PARTITIONS2. CONSTRUCTION OF NEW MINOR PARTITIONS INTERIOR DOORS3. INSTALLTION OF NEW PLUMBING FIXTURES AND FITTINGS4. INSTALLATION OF NEW CASEWORK AND LIGHTING5. INSTALLATION OF NEW FINISHES
COMPLIANCE
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
REQUIRED;
DRAWING
SEE E-101.00
PLUMBING NOTES 2008:ALL PLUMBING WORK SHALL MEET THE REQUIREMENT OF TITLE 28, NEW YORK CITY PLUMBING CODE AND NEW YORK CITY FUEL GAS CODE.
1. ALL PERMITS SHALL BE OBTAINED AS DIRECTED IN PC 105.2. ALL INSPECTIONS AND TESTING SHALLL BE AS OUTLINED IN 107, PC 312 AND FGC 406.3. MATERIALS, JOINTS AND CONNECTIONS SHALL BE IN ACCORDANCE WITH PC 303, PC 605, PC 702, PC 706, PC 804, PC 902, PC 1004, PC 1102 AND FGC 403.4. PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS SHALL BE AS DIRECTED IN PC 305.5. PIPING SUPPORT SHALL BE AS DIRECTED IN PC 308.6. INSTALLATION OF FIXTURES SHALL BE AS OUTLINED IN PC 405.7. FLOOR AND TRENCH DRAINS SHALL BE IN ACCORDACE WITH PC 412.8. WATER HEATERS SHALL BE INSTALLED AS DIRECTED IN PC 501 THROUGH PC 505.9. INSTALLATION OF WATER SUPPLY SYSTEM SHALL BE IN ACCORDACE WITH PC 603 AND PC 606.10. HOT WATER SUPPLY SYSTEM BE INSTALLED AS DIRECTED IN PC 607.11. PROTECTION OF POTABLE WATER SUPPLY SHALL BE AS OUTLINED IN PC 608.12. DISINFECTION OF POTABLE WATER SYSTEM SHALL BE IN ACCORDANDE WITH PC 610.13. SANITARY DRAINAGE PIPING INSTALLATION SHALL BE AS OUTLINED PC 704 AND PC 706.14. CLEANOUT SHALL BE INSTALLED ACCORDING TO PC 708.15. INDIRECT WASTES SHALL BE INSTALLED IN ACCORDANCE WITH PC 802.16. SPECIAL WASTES SHALL BE INSTALLED IN ACCORDANCE WITH PC 803. SANITARY VENTS SHALL BE INSTALLED AS DIRECTED IN PC 901 THROUGH PC 916. 17. SUMPS AND PUMPING SHALL BE INSTALLED AS OUTLINED IN PC 1113.18. GAS PIPING INSTALLATION, MATERIAL AND SIZES SHALL ADHERE TO FGC 401, FGC 404, FGC 407 THROUGH FGC 411 FGC 415.19. GAS METER AND GAS SERVICE SHALL ADHERE TO FGC APPENDIX E.20. ALL PLUMBING FIXTURES SHALL COMPLY WITH LOCAL LAW 29/89 - LOW FLOW FIXTURES.
GAS PIPING NOTES:1. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF THE NYC BUILDING CODE2. THE GAS SHUT-OFF SHALL BE ACCESSIBLE3. SCHEDULE BE SHALL BE FILED INDICATING A GAS PIPING EXTENSION4. NO GAS PIPING SHALL BE LOCATED IN THE FLOOR.5. CON EDISON SHALL BE NOTIFIED OF THE WORK.6. IT IS A SPECIFIED REQUIREMENT THAT THE COMPLETED GAS PIPING SHALL BE TESTED BY CONTRACTOR, AND INSPECTED AND SIGNED OFF BY THE DOB. SELF-CERTIFICATION BY THE PLUMBER SHALL NOT BE ALLOWED.7. PRIOR TO COMMENCING ANY WORK, THE LICENSED PLUMBER SHALL PRESSURE TEST THE GAS SUPPLY BACK TO THE METER. IF THE LOSS IN PRESSURE EXCEEDS CODE LIMITS, NO GAS PIPING WORK MAY BE DONE UNTIL REPAIRS ARE MADE AT THE SHAREHOLDER'S EXPENSE. SHOULD IT NOT BE POSSIBLE TO MAKE THE NECESSARY REPAIRS DUE TO LIMITED ACCESS TO THE GAS RISER OR FOR OTHER REASONS, THEN NO GAS PIPING CHANGES WILL BE ALLOWED.
AREA OF WORK:APT. 3BD
LANDMARK
271 FT.
3RD FLOOR
KITCHEN (GAS)
EXISTINGGAS RANGE
EXISTINGLOCATION
BATH ROOM 1
TOILET
3" DRAIN
LAVATORY
3" DRAIN
C .O . C .O .
EXISTING VENT &WASTE STACKS
1 1/2" 1 1/2"
1 REPLACED BATH TUB;1 REPLACED LAVATORY;
1 REPLACED TOILET
1 1/2"
BATH ROOM 2
TOILET LAVATORYBATH TUB
2" DRAIN 2" DRAIN
1 1/2"
1 REFURBISHED SHOWER1 REPLACED LAVATORY; 1 REPLACED TOILET
2ND FLOOR
EXISTING VENT &WASTE STACKS
D.W .
KITCHEN
2" DRAIN
C .O .
1 1/2"
SINK
REF/FRZR
1 EXISTING REFRIGERATOR/FRZR;1 EXISTING D.W.;1 EXISTING SINK;1 EXISTING WASHER/DRYER
3" DRAIN
C .O .
EXISTING VENT &WASTE STACKS
1 1/2"
1 1/2"
MASTER BATHROOM
TOILET LAVATORY
2" DRAIN
SHOWER
1 1/2"
LAVATORY
2" DRAIN
3RD FLOOR
3RD FLOOR
3RD FLOOR
WASHER/DRYER
BATH TUB
1 REPLACED TOILET;2 RELOCATED LAVATORIES;1 REFURIBISHED SHOWER;1 RELOCATED BATH TUB
SHOWER
G002 .00
GENERAL NOTES & DETAILS
PLUMBING AND RISER DIAGRAMS1-1/2" = 1'-0"
10
ALLAIRE/COONEY RESIDENCE
130 E 67TH ST, 3B/DNEW YORK, NY 10065
ARCHITECT
SHEET
10 JULY 2014 As Shown
TITLE
DATE SCALE
REV DESCRIPTION DATE
PROJECT #
ISSUED:
DRAWN BY:
DESIGNER
ENGINEER
BUILDING RE-SUBMISSION 07/10/14
STEVEN KEITH , R .A .270 PARK AVENUE SOUTH
NEW YORK , NY 10010212 .780 .0081
stevenkeithra@gmail .com
05/27/14BUILDING REVIEWSUBMISSION
TYPICAL WATERPROOFING SECTION DETAILNOT TO SCALE
6
CEMENT BOARD
EXISTING SLAB
FINISH , AND SETTING BED TYPE AND THICKNESS ARE VARIABLE
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES , TO 12" ABOVE FINISH FLOOR
SLOPE GROUT FILL TO DRAIN 1/4" PER FOOT
DRAIN
LATICRETE 9235 WATERPROOFING MEMBRANE LIQUID TO SEAL OPENING ALL AROUND
LATACRETE 9235 WATERPROOFING MEMBRANE
COMPRESSIBLE BACKER ROD SET WITH LATASIL
GROUT AS REQUIRED TO PATCH OPENING COMPLETELY
TYP . CURB DETAIL @ WET LOCATIONSNTS
8
EXISTING SLAB
125 LATECRETE SOUND & CRACK ADHESIVE
THINSET MORTAR
SCHEDULED TILE
LIGHTWEIGHT SETTING BED
LEAD PAN
SCHEDULED STONE
BLOCKING
LATICRETE 9235WATERPROOFING MEMBRANE
W/REINFORCING FABRIC,DOUBLE PLY AT CORNERS
COVES, TO 12" ABOVE FINISHFLOOR
3-5/8" METAL RUNNER
3-5/8" METAL STUD
3-1/2" BATT SOUND INSULATION
5/8" GWB
SOLID WOOD BASE
3-5/8" METAL RUNNER
TYPICAL NON-RATED PARTITION SECTION DETAILScale: 1 1/2" = 1'-0"
3
5/8" GWB W/ CORNERBEAD
1/4" DIAM . GALV . STEEL ROD
EXISTING SLAB
NYC APPROVED CADDY CLIP ATTACHED TO SLAPS WITH HILTI POWDER ACTIVATED CONCRETE NAILS
1-1/2" C .R . 16 GA . STEELCHANNEL ( .475#) AT 4'-6"O.C . MAX .
7/8" METAL FURRING STRIPS ,ATTACH WITH NYC APPROVED HANGER STRAPS
FACE OF WALL
TYPICAL DROPPED CEILING DETAILScale: 1 1/2" = 1'-0"
2
LATICRETE 170 SSOUND AND CRACK ISOLATION MAT
NEW MARBLE FLOORING
EXISTING SUB-FLOOR
EXISTING SLAB
3/4"
TYP . SOUND PROOFING DETAIL AT NEW MARBLE FLOORINGNOT TO SCALE
9
LEAD PAN AT SHOWER DETAILScale: 1 1/2" = 1'-0"
4
FINISH AND SETTING BED
NEW FREE-STANDING TUB
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES
BATHTUB WATER PROOFING SECTION DETAILScale: 1 1/2" = 1'-0"
5
CEMENT BOARD
NOTES: PACK ANY GAPS AT DRAIN PENETRATION WITH COMPRESSIBLE BACKER ROD AND LATASIL; APPLY A COAT OF 9235 WATERPROOFING MEMBRANE LIQUID AROUND PENETRATION OPENING; SEE ALSO DETAIL #8/G002.00 (SIMILAR).
LOCAL LAW 58 ADAPTABLE BATHROOMNTS
7
EXTEND WATERPROOFING 8" MIN . AT WALLS
SCHEDULED TILE
STONE SILL
LIGHTWEIGHT SETTING BEDCEMENT BACKER BOARD
LEAD PAN
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES (BENEATH LEAD PAN)
SCHEDULED TILETHINSET MORTAR
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC ,
DOUBLE PLY AT CORNERS COVES (BENEATH LEAD PAN)
LEAD PAN
LATICRETE 170 SOUND & CRACK ISOLATION MAT
SCHEDULED TILE
BLOCKING
EXISTING SLAB
LATICRETE 9235 WATERPROOFING MEMBRANE W/ REINFORCING FABRIC
LATICRETE 9235 WATERPROOFING MEMBRANE W/REINFORCING FABRIC , DOUBLE PLY AT CORNERS COVES TO 12" ABOVE FINISHED FLOOR IN ROOM AND TO 84" AFF AT ADJOINING WALL
NEW PLYWOOD TUB PLATFORM TO CONCEAL PLUMBING DRAIN LINE; HEIGHT TO MATCH EXISITNG PLATFORM HEIGHT
FIRE PROOFING AND FIRE PROTECTION:THE SHAREHOLDER SHALL UPON COMPLETION OF DEMOLITION RESTORE ALL FIREPROOFING TO STEEL BEAMS, COLUMNS, AND SHAFT ENCLOSURES IN A MANNER SATISFACTORY TO THE CHIEF ENGINEER OF MANAGER AND ITS OTHER PROFESSIONAL CONSULTANTS.(A) RESTORATION OF FIREPROOFING SHALL BE DONE IMMEDIATELY AFTER DEMOLITION, ACTIVITIES ARE COMPLETE AND BEFORE ANY OTHER CONSTRUCTION ACTIVITY COMMENCES.(B) STEEL COLUMNS SHALL BE FIRE PROOFED TO ACHIEVE A FOUR-HOUR RATING USING GYPSUM ASSOCIATION DESIGN MANUAL # CM4320, 4410, OR 4420.(C) STEEL BEAMS SHALL BE FIRE PROOFED TO ACHIEVE A THREE-HOUR RATING USING GYPSUM ASSOCIATION DESIGN MANUAL # BM3110.(D) SHAFT ENCLOSURES SHALL BE CONSTRUCTED AND OR FIRE PROOFED TO ACHIEVE A TWO-HOUR RATING USING GYPSUM DESIGN MANUAL #'S WP7055, 7060, 7061, 7077, 7078, 7086, 7088, 7089, 7092, 7093, 7095, 7104, 7109, 7111, 7117, 7125, OR 7210.(E) SERVICE PENETRATIONS (PIPES, DUCTS, CONDUITS ETC.) THROUGH RATED FLOORS/WALLS SHALL BE FIRESTOPPED USING U.L. ASSEMBLY #'S 449, 450, 510, 604, 605, 606, 607 AS APPLICABLE.(F) UPON COMPLETION OF FIRE PROOFING BY THE CONTRACTOR, THE COMPLETED WORK SHALL BE INSPECTED BY THE SHAREHOLDER'S ARCHITECT. THE ARCHITECT SHALL SUBMIT IN WRITING TO THE CORPORATION A STATEMENT OF COMPLETION, SPECIFYING GYPSUM ASSOCIATION DESIGN MANUAL METHODS USED, AND CONFORMANCE TO THE SPECIFICATIONS. THE ARCHITECT SHALL SIGN AND STAMP THE STATEMENT SUBMITTED..
CONSTRUCTION CLASS NOTE:C26-241.0 CLASS 3--NON-FIREPROOF STRUCTURES. A. CLASS 3 NON-FIREPROOF STRUCTURES ARE THOSE WHICH ARE MADE OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES OF MATERIALS INADEQUATE TO MEET THE FIRE RESISTIVE RATING REQUIREMENTS OF CLASS 1 OR CLASS 2 STRUCTURES, OR IN WHICH THE EXTERIOR WALLS ARE OF MASONRY OR REINFORCED CONCRETE AND THE INTERIOR FRAMING IS PARTLY OR WHOLLY OF WOOD OR UNPROTECTED IRON OR STEEL. THE EXTERIOR WALLS OF SUCH STRUCTURES SHALL BE MADE OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES OF MATERIALS WITH A FIRE RESISTIVE RATING OF AT LEAST ONE HOUR WHEN WALLS OR* NON-BEARING, TWO HOURS WHEN WALLS ARE NON-BEARING AND PROTECTION OF OPENINGS IS REQUIRED, AND THREE HOURS WHEN THEY ARE BEARING WALLS; THE FLOOR ABOVE THE CELLAR OR BASEMENT AND COLUMNS BELOW SUCH FLOORS BE CONSTRUCTED OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES OF MATERIALS HAVING A FIRE RESISTIVE RATING OF THREE HOURS (EXCEPT IN RESIDENCE STRUCTURES THREE STORIES OR FORTY FEET IN HEIGHT); SHAFTS AND REQUIRED STAIRWAY ENCLOSURES MAY BE MADE OF INCOMBUSTIBLE MATERIALS OR ASSEMBLIES HAVING A FIRE RESISTIVE RATING OF AT LEAST ONE HOUR). THE EXTERIOR WALLS IF OF MASONRY SHALL BE AS PROVIDED IN SECTIONS C26-412.0 THROUGH C26-467.0B. THIS SECTION SHALL NOT BE CONSTRUED AS APPLYING TO PRIVATE DWELLINGS OF FORTY FEET AND FOUR STORIES OR LESS IN HEIGHT (EXCEPT AS TO EXTERIOR WALLS). (AS AMENDED BY LOCAL LAW 33 OF 1948IN EFFECT MAY 25, 1948.)C. EXTERIOR WALLS OF PRIVATE DWELLINGS OF CLASS 3, NON-FIREPROOF CONSTRUCTION MAY BE CONSTRUCTED OF INCOMBUSTIBLE MATERIAL HAVING A FIRE RESISTIVE RATING OF AT LEAST ONE HOUR, PROVIDED THE BUILDING DOES NOT EXCEED ONE STORY IN HEIGHT AND THAT THE BUILDING IS SEPARATED BY AT LEAST FOUR FEET FROM ANY LOT LINE AND FROM ANY OTHER BUILDING. (SUB.. C AS ADDED BY LOCAL LAW 183 OF 1953 IN EFFECT DECEMBER 26, 1953.) D. EXTERIOR WALLS OF CENTRAL STATION POWER GENERATING PLANTS WHERE LOCATED AT LEAST 30 FEET DISTANT FROM COMMON LOT LINE MAY BE OF INCOMBUSTIBLE MATERIALS WITHOUT SPECIFIED FIRE RESISTIVE RATING AND MAY HAVE INTERIOR STEEL WITHOUT FIREPROOFING. (PARAGRAPH ADDED TO SUBD. C. BY LOCAL LAW 59 OF 1960 IN EFFECT SEPTEMBER 21, 1960.)
ZONING CALCULATIONS1. CHANGE TO FLOOR AREA.2. NO CHANGE TO USE OR OCCUPANCY.3. NO CHANGE TO ZONING.
SPECIAL AND PROGRESS INSPECTIONS1. FIRESTOP, DRAFTSTOP AND FIREBLOCK SYSTEM BC 1704.25
2. ENERGY CODE COMPLIANCE INSPECTION BC 109.3.5INTERIOR LIGHTING POWER (IC3)LIGHTING CONTROLS (IIC5)
3. FINAL 28-116.2.4.2, BC 109.5 DIRECTIVE 14 OF 1975, AND 1 RCNY § 101-10
WORK ITEMS PROPOSED DESIGNED VALUES
CODE PRESCRIBED VALUE & CITATION
BUILDING ENVELOPE NO CHANGE
MECHANICAL SYSTEMS
SERVICE WATER HEATING
ELECTRICAL POWER & LIGHTING SYSTEMINSTALL NEW LIGHTING FIXTURES AND WIRING
NO CHANGE
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THIS APPLICATION IS IN COMPLIANCE WITH THE NYCECC 2010/2011.
NYCECC STATEMENT:
ENERGY CONSERVATION CONSTRUTION CODE OF NEW YORK CITY 2011CLIMATE ZONE 4A
ENERGY ANALYSIS:
NO CHANGE
NO CHANGE
NO CHANGE NO CHANGE
52% OF THE NEW PERMANENTLY INSTALLED INTERIOR LIGHTING FIXTURES ARE FITTED WITH HIGH-EFFICACY LAMPS
ECC505.2 INTERIOR LIGHTING POWER ALLOWANCES (COMPLIES)
BUILDING CLASSIFICATION BOROUGH
BLOCK
LOT
173
7501 (13)
ZONING DISTRICT
ZONING MAP
C6-2A
12a
CONSTRUCTION CLASSIFICATION OLD CODE: 1
MANHATTAN
BUILDING HEIGHT
YES
REVIEW UNDER 2008 BUILDING CODE
OCCUPANCY CLASSIFICATION J-2
BUILDING STORIES 13 +PH
FLOOR SECOND FLOOR
MULTIPLE DWELLING CLASSIFICATION HACA
SITE PLANScale: NTS1
LEXI
NG
TON
AVE
E 67 TH STREET
130-134 E 67 STREET 11 STORIESBLOCK ___LOT_ ____
SCOPE OF WORK:1. DEMOLITION OF EXISTING MINOR PARTITIONS2. CONSTRUCTION OF NEW MINOR PARTITIONS INTERIOR DOORS3. INSTALLTION OF NEW PLUMBING FIXTURES AND FITTINGS4. INSTALLATION OF NEW CASEWORK AND LIGHTING5. INSTALLATION OF NEW FINISHES
COMPLIANCE
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
REQUIRED;
DRAWING
SEE E-101.00
PLUMBING NOTES 2008:ALL PLUMBING WORK SHALL MEET THE REQUIREMENT OF TITLE 28, NEW YORK CITY PLUMBING CODE AND NEW YORK CITY FUEL GAS CODE.
1. ALL PERMITS SHALL BE OBTAINED AS DIRECTED IN PC 105.2. ALL INSPECTIONS AND TESTING SHALLL BE AS OUTLINED IN 107, PC 312 AND FGC 406.3. MATERIALS, JOINTS AND CONNECTIONS SHALL BE IN ACCORDANCE WITH PC 303, PC 605, PC 702, PC 706, PC 804, PC 902, PC 1004, PC 1102 AND FGC 403.4. PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS SHALL BE AS DIRECTED IN PC 305.5. PIPING SUPPORT SHALL BE AS DIRECTED IN PC 308.6. INSTALLATION OF FIXTURES SHALL BE AS OUTLINED IN PC 405.7. FLOOR AND TRENCH DRAINS SHALL BE IN ACCORDACE WITH PC 412.8. WATER HEATERS SHALL BE INSTALLED AS DIRECTED IN PC 501 THROUGH PC 505.9. INSTALLATION OF WATER SUPPLY SYSTEM SHALL BE IN ACCORDACE WITH PC 603 AND PC 606.10. HOT WATER SUPPLY SYSTEM BE INSTALLED AS DIRECTED IN PC 607.11. PROTECTION OF POTABLE WATER SUPPLY SHALL BE AS OUTLINED IN PC 608.12. DISINFECTION OF POTABLE WATER SYSTEM SHALL BE IN ACCORDANDE WITH PC 610.13. SANITARY DRAINAGE PIPING INSTALLATION SHALL BE AS OUTLINED PC 704 AND PC 706.14. CLEANOUT SHALL BE INSTALLED ACCORDING TO PC 708.15. INDIRECT WASTES SHALL BE INSTALLED IN ACCORDANCE WITH PC 802.16. SPECIAL WASTES SHALL BE INSTALLED IN ACCORDANCE WITH PC 803. SANITARY VENTS SHALL BE INSTALLED AS DIRECTED IN PC 901 THROUGH PC 916. 17. SUMPS AND PUMPING SHALL BE INSTALLED AS OUTLINED IN PC 1113.18. GAS PIPING INSTALLATION, MATERIAL AND SIZES SHALL ADHERE TO FGC 401, FGC 404, FGC 407 THROUGH FGC 411 FGC 415.19. GAS METER AND GAS SERVICE SHALL ADHERE TO FGC APPENDIX E.20. ALL PLUMBING FIXTURES SHALL COMPLY WITH LOCAL LAW 29/89 - LOW FLOW FIXTURES.
GAS PIPING NOTES:1. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF THE NYC BUILDING CODE2. THE GAS SHUT-OFF SHALL BE ACCESSIBLE3. SCHEDULE BE SHALL BE FILED INDICATING A GAS PIPING EXTENSION4. NO GAS PIPING SHALL BE LOCATED IN THE FLOOR.5. CON EDISON SHALL BE NOTIFIED OF THE WORK.6. IT IS A SPECIFIED REQUIREMENT THAT THE COMPLETED GAS PIPING SHALL BE TESTED BY CONTRACTOR, AND INSPECTED AND SIGNED OFF BY THE DOB. SELF-CERTIFICATION BY THE PLUMBER SHALL NOT BE ALLOWED.7. PRIOR TO COMMENCING ANY WORK, THE LICENSED PLUMBER SHALL PRESSURE TEST THE GAS SUPPLY BACK TO THE METER. IF THE LOSS IN PRESSURE EXCEEDS CODE LIMITS, NO GAS PIPING WORK MAY BE DONE UNTIL REPAIRS ARE MADE AT THE SHAREHOLDER'S EXPENSE. SHOULD IT NOT BE POSSIBLE TO MAKE THE NECESSARY REPAIRS DUE TO LIMITED ACCESS TO THE GAS RISER OR FOR OTHER REASONS, THEN NO GAS PIPING CHANGES WILL BE ALLOWED.
AREA OF WORK:APT. 3BD
LANDMARK
271 FT.
3RD FLOOR
KITCHEN (GAS)
EXISTINGGAS RANGE
EXISTINGLOCATION
BATH ROOM 1
TOILET
3" DRAIN
LAVATORY
3" DRAIN
C .O . C .O .
EXISTING VENT &WASTE STACKS
1 1/2" 1 1/2"
1 REPLACED BATH TUB;1 REPLACED LAVATORY;
1 REPLACED TOILET
1 1/2"
BATH ROOM 2
TOILET LAVATORYBATH TUB
2" DRAIN 2" DRAIN
1 1/2"
1 REFURBISHED SHOWER1 REPLACED LAVATORY; 1 REPLACED TOILET
2ND FLOOR
EXISTING VENT &WASTE STACKS
D.W .
KITCHEN
2" DRAIN
C .O .
1 1/2"
SINK
REF/FRZR
1 EXISTING REFRIGERATOR/FRZR;1 EXISTING D.W.;1 EXISTING SINK;1 EXISTING WASHER/DRYER
3" DRAIN
C .O .
EXISTING VENT &WASTE STACKS
1 1/2"
1 1/2"
MASTER BATHROOM
TOILET LAVATORY
2" DRAIN
SHOWER
1 1/2"
LAVATORY
2" DRAIN
3RD FLOOR
3RD FLOOR
3RD FLOOR
WASHER/DRYER
BATH TUB
1 REPLACED TOILET;2 RELOCATED LAVATORIES;1 REFURIBISHED SHOWER;1 RELOCATED BATH TUB
SHOWER
G002 .00
GENERAL NOTES & DETAILS
PLUMBING AND RISER DIAGRAMS1-1/2" = 1'-0"
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Nature EmbraceSingle Family House
This single family house was designed to reconnect the liv-ing souls back with nature. This space challenges the very idea of what is nature to a house and how does a house define nature. The environment in which the house existed in is essential for the nesting of the house. The spatial conditions are being em-braced by its surrounding and in another sense nature is em-bracing the people. A house defines one’s relationship to nature.
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Nature’s Embrace
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Hinging Point is where different floors within the house rotate. Then the rotation locks into place by the two fireplaces.
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At the entrance the earth’s surface slowly opens up allowing one to descend down.
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�e journey to the house
�e public path also allows people to experience the same embrace by nature.
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The journey to the house is a series of meandering paths that encourage the farmers to strip off their daily work stress and enter into their sanctuary. The house is tucked away behind and below the trees and bushes of the hill to give the farmer’s family privacy.
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WetlandFarmland
HouseHouseHouseHouseHouseHouse
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FIRST FLOOR
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FIRST FLOOR
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colorful shrubs and bushes
Seasons
Blos
som
s
Frui
ts
Leav
es
Bran
ches
Ash
Maple
Oak
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SECOND FLOOR
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Wood
Glass
Stones
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Water Space MakingUrban Intervention
This urban intervention rethinks the urban infrastructures to integrate with the city’s lifestyle, transforming the solidity of the Brooklyn/Queens Expressway into an open interactive community gathering space. Here the programs act as a link between the two communities. This is a gathering place not only for people but also for water run-off. This fil-tration process helps bring awareness to the necessary needs of a city.
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Water as Space
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Brooklyn Queen Express
Atlantic Avenue
Pier 6
Atlantic Ave
12
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Separates the two Communities
Brooklyn Queen Express
tic Avenue
Pier 6
Atlantic Ave
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M aj o r r o ad
Ar r iving p o ints
B ar r ier /E levatio n ch ang e
Acces s B ar r ier
B ar r ier T h r es h o ld s
P ier 6P ier 6
Water FlowWater Flow
1
1
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1
2
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W ater ’ s F lo w
P ier 6R etentio n T ank
Distribute to th e par
k
Atlantic Ave
P ier 6
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P ier 6
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Commercial Space
ati
ctivi
ctivi
Commercial
Sppace
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Atlantic
Ave.
C o lu m b ia S t.
JoralementSt.
F u r m an
Atlantic Ave.
C o lu m b ia S t.
Joralement St.
F u r m an S t.
Atlantic Ave.
C o lu m b ia S t.
Joralement St.
F u r m an S t. Atlantic Ave.
C o lu m b ia S t.
Joralement St.
F u r m an S t.
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Atlantic Ave
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Atlantic Ave
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Sun SpaceGroup Project with Linda Xin
Passive House
This housing proposal pushes the Passive House limits to emphasize the role of the sun as a source of energy. The flow of the envelope responds to the light angles to maximize the winter sun while minimizing the summer sun. As the physical structure follows the sun’s rays, so does the people. Guided by the light, the exterior circulation piers diagonally through the site. Resi-dential community gathering space is being tucked in the central crevice and embraced by the arms of the architectural infrastructure.
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Sun Space
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As light is an important part of this housing complex, it was a goal to design the living space where one moves with the sun. Bedrooms are on the east to rise with the morning glow. Social public spaces are exposed to constant light sharing experiences with the exterior. The double height spaces are specifically designed for a single family, blurring the boundary between indoor and outdoor. Furniture extending out from the interior kitchen onto the barbecue terrace allows the experiences to be one with each other.
House E 1027Eileen Gray
Eileen Gray initially used the golden ratio as a template for de-signing her first villa. Although the perfect proportion was mes-merizing at the time, she understands the importance of building a house rather than building an idea. The shifting of the pilotis shows the necessary need for change to accommodate more sun access. Gray designed the villa’s programs according to the sun’s movement in relationship to the users’ living habits.
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House E 1027
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A Moon Garden ExperienceKatsura
This Imperial Palace is a paradise filled with exciting exploration and impermanent beauty. The hidden narrative within Katsu-ra transcends the experience. By unfolding the landscape in the drawing, it allowed me to trace one’s movement through space. The level of detail and thought that constructed these design de-cisions appear effortless.
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A Moon Garden ExperienceKatsura
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Brazil Permaculture at Ecocentro IPECLiving Routes
Traveled to Brazil, we were a selected group of twenty people all coming from different parts of the U.S. studying in various fields. Although we all had dif-ferent backgrounds, what brought us all together were our current interest in building a sustainable space and, more important, building a sustainable commu-nity. Green building is a broad term covering energy conservation, selection of low-impact materials, appropriate technologies, and life-cycle analysis. Besides the physical built environment, which is essentially a byproduct of a hard work-ing community. Together, we worked on a Community Action Project which sets out to help a family rebuilt their landscape garden. We designed a mini ecosystem that em-braced the house and brought it to life. Gained hands on experience in sustain-able building techniques while collaborated with horticulturists and garden plan-ners to design a suitable environment for a sustainable family lifestyle.
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The Water CycleWanted Design
As one of the participants that represents Parsons The New School of Design, I was a part of the Wanted Design Student Challenge. This is an unique op-portunity having 4 design schools from all over the world collaborating on one common theme Water Cycle. This year the focus was on collaboration and com-munication amongst the different schools. Over the course of three days, each team was to design concepts, scenarios, animations, videos and models, which will then be presented to the public as well as a jury of design professionals.
Participated schools: Art Center College of Design (Pasadena, CA, ENSCI les ateliers (Paris, France), Parsons The New School for Design (New York, NY), CENTRO Mexico (Mexico City, Mexico) and ENSAAMA Olivier de Serres (Paris, France).
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Life’s beauty emerges between two forces...
2014
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