Portfolio 2020 by Jorge Torres

Pg. 1

PROFILE Junior architect with 8+ years of experience in different branches of architecture. Has acquired knowledge and experience by working in several New York City firms since 2012. Strong arts and design professional with a B. Arch from New York Institute of Technology. Most recent professional experience resides as project manager, responsible for production of design development and bidding sets for various projects. Having recently completed a M.S.C.M. with specialization in Sustainability and Energy Efficiency from LaSalle - Ramon Llull, Barcelona. Current focus is oriented to this specialization, with knowledge of various programs related to this branch of architecture. Spare time is spent discovering new places and architecture through traveling. Fortunate to have traveled to various countries in Latin America, Europe and the United Kingdom where many architectural projects have been experienced at first hand. Believes that the simple moments and the good company is what makes traveling memorable. Detail oriented; interested in construction, technology, new materials and innovation. Considered to be proactive, responsible, with leadership and teamwork capabilities.

MOTIVATIONAL STATEMENT I have always had an interest and passion for architecture, I spent almost ten years of my life putting my self through architecture school. Starting an Associates in architecture at my local community college, then completing my B. Arch degree in New York City to then completing a Masterâ&#x20AC;&#x2122;s of Science in Construction Management in Barcelona, Spain. My passion for architecture was subconsciously developed thanks to my father. He has always worked in construction, from being a master mason to working with poured concrete, he would bring me along to the job sites where I would help with different tasks. That constant exposure has developed into a passion for problem solving, design, detailed work, construction and most importantly: a professional career.

Architecture is the art form that allows us to influence a person's everyday life. ............................................................................................................................................................. Pg. 2

PROFESSIONAL WORK

ARCHITECT, NEW YORK CITY 2012 - 2020

Two Family Residential Project for Harlem, New York

Apartment Reno for Upper West Side, New York

Solar Collection for Hot Water Production, Sevilla

Sustainable Urban Intervention, Barcelona

Urban Regeneration for Union de S.A., Jal.Mex.

Housing Project for Two Bridges Area, New York

121 W 126th Street

260 West End Avenue

MASTERâ&#x20AC;&#x2122;S WORK

LA SALLE - URL, BARCELONA 2018 - 2020

Solar Collector Installation

Eco-Manzana

UNDERGRADUATE WORK NYIT, NEW YORK CITY 2012 - 2017

Centro Comunitario Union

Bridging Communities Pg. 3

04 121 W 126TH STREET Two Family Residential Project for Harlem, NY At Urban Edition Architecture Type: Residential Location: Harlem, Manhattan, New York Date: 2018 The concept for this project was to utilize the restrictive narrow site efficiently while creating comfortable habitable spaces for the tenants. The project utilizes the restrictive site conditions as the main element of design, the element that determines the interior circulation and program juxtaposition. The outcome is a two apartment dwelling that creates a unique living condition at each unit, where tenants have the option of privacy or sharing common spaces all with in the same apartment. Upon design completion, a filing set was submitted to the New York City DOB. My role in this project was as project manager. I oversaw the project from feasibility to bidding set, going through all the project phases. Met with client, consultants, engineer and managed a group of 3-5 people.

1 architecture, DPC

Architect

315 West 39th Street, ste 1104, New York, NY 10018

Wayne Simon

SET

Code Consultant 167 Madison Avenue, Suite 303, New York, NY 10016

ING

Ventrop Engineering Consulting M

DATE /IS 03.05 SUE .2018 FIL

A SERIES: ARCHITECTURAL DRAWINGS

MEP Engineer 365 West 34th Street, 3rd Floor, New York, NY 10001

Dalessio Engineering Structural Engineer 1661 Route 22 West, Suite 109, Bound Brook, NJ 08805

SHEET NO. SHEET NAME A-000.00 A-001.00 A-002.00 A-003.00 A-004.00 A-005.00 A-006.00 A-007.00 A-008.00 A-010.00 A-011.00 A-012.00 A-013.00 A-020.00 A-021.00 A-022.00 A-100.00 A-101.00 A-102.00 A-103.00 A-200.00 A-201.00 A-210.00 A-211.00 A-212.00 A-300.00 A-301.00 A-302.00 A-303.00 A-320.00 A-321.00 A-322.00 A-323.00 A-340.00 A-341.00 A-342.00 A-400.00 A-401.00 A-402.00 A-403.00 A-404.00 A-450.00 A-451.00 A-500.00 A-700.00 A-701.00 A-702.00 A-703.00 A-801.00 A-811.00 A-871.00

COVER SHEET, DRAWING LIST & PLOT PLAN SITE PLAN AND SIDE WALK LANDSCAPE ZONING CALCULATIONS ZONING CALCULATIONS BUILDING CODE NOTES & CALCULATIONS GENERAL NOTES ADA ACCESSIBILITY AND ADAPTABILITY PARTITION TYPES WALL TYPES WINDOW / SCREEN TYPES, SCHEDULES DOOR TYPES / HARDWARE SCHEDULE FINISH SCHEDULE LIGHTING, PLUMBING, BATH ACCESSORIES AND APPLIANCES SCHEDULE DOOR DETAILS STAIRS DETAILS, RAILING DETAILS WINDOW DETAILS FLOOR PLAN - CELLAR AND LEVEL 01 FLOOR PLAN - LEVEL 02 AND LEVEL 03 FLOOR PLAN - LEVEL 04 FLOOR PLAN - ROOF AND UPPER ROOF ELEVATION NORTH AND SOUTH ELEVATION EAST AND WEST BUILDING SECTION BUILDING SECTION BUILDING SECTION SLAB PLAN - CELLAR AND LEVEL 01 SLAB PLAN - LEVEL 02 AND LEVEL 03 SLAB PLAN - LEVEL 04 SLAB PLAN - ROOF AND UPPER ROOF POWER DATA PLAN - LEVEL CELLAR AND LEVEL 01 POWER DATA PLAN - LEVEL 02 AND LEVEL 03 POWER DATA PLAN - LEVEL 04 POWER DATA PLAN - ROOF AND UPPER ROOF REFLECTED CEILING PLAN - CELLAR AND LEVEL 01 REFLECTED CEILING PLAN - LEVEL 02 AND LEVEL 03 REFLECTED CEILING PLAN - LEVEL 04 TYPICAL BATHROOM TYPICAL KITCHEN, LIVING AND DINING TYPICAL LIVING ROOM TYPICAL BEDROOM ENTRY INTERIOR DETAILS INTERIOR DETAILS STAIRS PLAN AND SECTION - ELEVATION INTERIOR ELEVATION - LEVEL 01 KITCHEN, LIVING, DINING INTERIOR ELEVATION - LEVEL 03 BATH AND CLOSET INTERIOR ELEVATION - LEVEL 02 BATH INTERIOR ELEVATION - LEVEL 01 KITCHEN, LIVING, DINING BUILDING WALL SECTION 01 SECTION DETAILS EXTERIOR WALL 01 ROOF AND BULKHEAD MISC DETAILS

TOTAL

50 SHEETS

00.00.2018

---------- SET

00.00.2018

---------- SET

REV:

DATE:

ISSUE:

DRAWING LIST SCALE:

NTS F

E 121 WEST 126TH STREET

16.67' 16.67' 16.67'

99'-11"

17.83"

16.67"

LOT 24

LOT 41

LOT 23

LOT 21

16.67"

LOT 20

LOT 119

125'

PROJECT

121 W 126TH STREET NEW YORK, NY 10027 BLOCK 1911 LOT 22 ZONING V1 (VACANT LAND)

BLOCK 1911

OWNER

LOT 41

LOT 42

LOT 43

LOT 141

BLOCK No.: 1911 LOT No.: 22 MAP No.: 6a ZONING DISTRICT: R7

121 W 126TH STREET 121 WEST 126TH STREET NEW YORK, NY 10027

KIPU MANAGEMENT LLC 167 MADISON AVENUE, SUITE 303 NEW YORK, NY 10016

COVER SHEET DRAWING LIST PLOT PLAN

17.92"

17.83" 232'-1 34"

17'-10 41"

A-000.00 SCALE: 1/4" = 1'-0" DATE: 03.05.2018

LAN SCALE: 10

NOT TO SCALE A 1

NYC DOB Number:

PROJ. No.: 17RE04 DRAWN BY: UE CHECKED BY: FO .

Pg. 4

The Process Started the project with a feasibility study and sketches while analyzing the NY building Code. Followed by a series of facade studies that helped us understand the over all massing and relationship to the surrounding context. We then proceeded to work on a schematic project that could be presented to the client and discussed in further depth. One of the main elements of the project developed as the staggering of the floor plates between the north and south side of the building, this allowed us to maximize square footage with in and its use.

Pg. 5

Pg. 6

BEDROOM 2

SECOND FLOOR

THIRD FLOOR

CELLAR PLAN

SIDEWALK EL -0'-3"

UP 3'-4"

5'-841"

ENTRY STAIR B 70 SQ. FT.

2'-821"

1'-0" 1'-0" 5"

5'-841" 734" 2'-4"

1'-0" 1'-0"

A1 A-211 A7 A-200

A-211

321 SQ.FT. NEW A1

UP 30 SQ. FT.

106 SQ.FT.

A1 A-210 A1 A-210

A7 A-200 A7 A-200

A1 A-211 A1 A-211

A1 A-210

A7 A-200

A1 A-211

5'-841"

6'-841"

SECOND FLOOR EL +16'-11 1/2"

1'-0" 1'-0"

W 105

W 113

W 104

21'-234"

10 A7 A-212

21'-234"

A7 A-212 A7 A-212

21'-234"

THIRD FLOOR EL +27'-0"

APT. B BEDROOM 2 3-01 321 SQ. FT.

13'-321"

21'-234"

1'-0"

W 112

W 109

W 108

12'-341"

13'-321"

21'-234"

SECOND FLOORFLOOR FOURTH EL +16'-11 1/2" EL +37'-8"

APA RTM AP EN AR T A TM - 2NEN D TFLB O- O 4TR H FLO APT. A BEDROOM 3 OR BEDROOM 3 2-01 296APT. SQ.BFT. 4-01 321 SQ. FT.

2-05

08 17

STAIR B 76 SQ. FT.

STAIR B=25'-0"

APT A: BATHROOM 3 2-02 56 SQ. FT.

APT B: BATHROOM 3 4-02 56 SQ. FT.

APT B: BATHROOM 2 3-02 56 SQ. FT.

SCALE:

STAIR B 76 SQ. FT.

STAIR B=25'-0"

2-05

32'-0"

30'-041"

8'-0"

FOURTH FLOOR

THIRD FLOOR

SECOND FLOOR

FIRST FLOOR

TOTAL:143'-1"

59'-10"

83'-3"

TOTAL:79'-8"

60'-4"

19'-4"

4'-221"

2'-0"

BEDROOM 1

6'-0"

3'-1"

6'-0"

8'-0"

4'-221"

8'-0" 8'-0" A1 A-212 A1 A-212

6'-0"

2-05

63'-22121"" 63'-2

STAIR A 8 104 SQ. FT.

1'-3"

STAIRS=8'-8"

STAIRS=9'-8" STAIRS= 9'-8"

1 12'-2 4" 2-05

1'-3" 2'-0" 63'-221"

64'-221"

63'-221"

17'-3"

STAIRS= 8'-8"

1'-3"

63'-221"

STAIR A 104 SQ. FT.

STAIR B 103 SQ. FT.

25'-241"

4-04

6'-0"

FIRST FLOOR EL -0'-0"

APT. A KITCH/LVG RM 1-03 429 SQ. FT.

30'-221"

26'-834"

27'-341"

2A 321 SQ.FT. NEW

32 SQ.FT.

FOUNDATION INFILL

ROOM NAME Rm No. Rm Name 4-01 BEDROOM 3

YES

16 SQ.FT.

SECOND FLOOR EL +10'-8"

367 SQ.FT. NEW

38 SQ. FT.

APT. B BEDROOM 1 3-04 321 SQ. FT.

2'-0"

1A3'-1"

6'-0"

APT A: BATHROOM 2 2-03 56 SQ. FT.

8'-0"

4'-221"

3'-1"

2 2

21'-234"

19'-941"

21'-634"

192 SQ.FT.

25'-021"

21'-234"

SECOND FLOOR EL +10'-8"

FOURTH FLOOR APT. A BEDROOM 2 EL +32'-0" 2-04 321 SQ. FT.

APT. B KITCH/LVG RM 4-03 367 SQ. FT.

THIRD FLOOR EL +21'-4"

LIGHT AND AIR CALCULATIONS FOR FOURTH FLOOR

6'-0"

KITCHEN/LIVING RM

W 111

W 110 W 102

W 103

1'-0"

YES

A1 A-200

YES

19 SQ.FT.

W 114

W 115

2'-0"

104 106

W 107

2'-0"

W 110

W 111

1'-0"

1'-0" 1'-0"

1'-0"

SCALE:

26 SQ.FT.

A1 A-200 A1 A-200

A1 A-200

YES

AIR CALCULATIONS SQ FT Required COMPLIANT 5% OF1'-0" SQ FT Provided COMPLIANT AREA 142 SQ.FT. YES 16 SQ.FT. YES

104 106

26 SQ.FT.

21'-64" 8'-0" 1'-0" NOTE: WINDOWS COMPLY 7 WITH PROVISION OF277.7 (i) A,C,D,E AND 6 F. 5 NOTE: PER NYC MULTIPLE DWELLING LAW, SEC. 30-08 (a) MINIMUM WINDOW AREA FOR LIGHT REQUIREMENT IS 12 SF. PER NYC 1BUILDING CODE, ROOMS NOT GREATER THAN 59 SF ARE NOT HABITABLE. APTNOTE: B: BATHROOM 3-03 56 SQ. FT.

4-03

LIGHT CALCULATIONS AREA WINDOW AREA SG FT Required SQ FT 3 Num. of win 21'-2 (SQ FT) Type 10% Provided 4" OF AREA 2 32 SQ. FT. 67 SQ.FT. 321 SQ.FT. NEW

2 30'-221"

1'-0"

SCALE: SCALE:

4 AIR CALCULATIONS SQ FT Required COMPLIANT 5% OF AREA SQ FT Provided COMPLIANT W YES 16 SQ.FT. YES 26 SQ.FT. 107

APT. A BEDROOM 2 2-04 321 SQ. FT.

106 SQ.FT.

21'-234"

21'-634"

THIRD FLOOR EL +21'-4"

APT. B BEDROOM 1 3-04 321 SQ. FT.

21'-734"

21'-634"

10 7 2 LIGHT CALCULATIONS AREA WINDOW AREA SG FT Required SQ FT Num. of win 10% OF AREA (SQ FT) Type Provided 2 32 SQ. FT. 321 SQ.FT. NEW 106 SQ.FT.

APT A: BATHROOM 2 2-03 56 SQ. FT.

8'-0"

3'-92" 2'-0" APT B: BATHROOM 1 3-03 56 SQ. FT.

8'-0"

UP 1A NOTE: WINDOWS COMPLY WITH3'-1" PROVISION OF277.7 (i) A,C,D,E AND F. NOTE: PER NYC MULTIPLE DWELLING LAW, SEC. 30-08 (a) MINIMUM WINDOW AREA FOR LIGHT REQUIREMENT IS 12 SF. NOTE: PER 3NYC BUILDING CODE, ROOMS NOT GREATER THAN 59 SF ARE NOT HABITABLE. 74" 1A

STAIRS= 9'-8"

3-04

ROOM NAME Rm No. Rm Name BEDROOM 2 3-01

68'-1034"

A1 A-212

3'-1"

1A 00

6'-0"

25'-241"

STAIR B 98 SQ. FT.

N/A

2A 00

A1 A-212 A1 A-212

1134"

1'-3"21" 63'-2

63'-221"

17'-3"

STAIR A =18'-4"

3 5'-8 4" STAIRS= 8'-8"

1'-8"

1'-3"21" 63'-2

63'-221"

K9 LIGHT AND AIR CALCULATIONS FOR THIRD FLOOR

3-05

14'-621"

8'-0"

STAIR B 3-05 98 SQ. FT.

6'-0"

06 2'-8"

A1 5'-0" A-212 A1 A-212

1 10 3'-1" 4"

HALLWAY 119 SQ. FT.

1A04 3'-6"

STAIR A 1-06 44 SQ. FT.

1-02

30'-741" APT A: BATHROOM 3 2-02 56 SQ. FT.

FLOOR

13'-241"

APARTMENT B

APARTMENT A

K9 LIGHT AND AIR CALCULATIONS FOR THIRD FLOOR K9N/A LIGHT AND AIR CALCULATIONS FOR FIRST FLOOR 1/4" = 1'-0

5'-11" APT B: BATHROOM 2 3-02 56 SQ. FT. APT A: BATHROOM 1 1-04 43 SQ. FT.

APARTMENT A -1ST

A7 A-212 A7 A-212

21'-234"

1'-0"

FOUNDATION INFILL

SCALE:

STAIR B - 25'-0"

SCALE:

2 AIR CALCULATIONS APA SQ FT Required RT COMPLIANT M SQ FT Provided COMPLIANT ENOF AREA 5% CELLAR TA 26 SQ.FT. YES 14.8 SQ.FT. YES - 2N D FL C-01 253 SQ. FT. OO R SQ.FT. 26 YES 16 SQ.FT. YES CELLAR FLOOR APT. A BEDROOM 3 EL -4'-1" 2-01 296 SQ. FT.

7'-0"

1A THIRD FLOOR EL +27'-0"

A7 A-212 A7 A-212

21'-234"

APT. A BEDROOM 1 1-05 173 SQ. FT.

17'-741"

9'-741"

FIRST2 FLOOR APT. B BEDROOM ELFT. +4'-5 3/4" 3-01 321 SQ.

APT. A ENTRY FOYER 1-01 43 SQ. FT.

W 109

W 108

01 LIGHT CALCULATIONS AREA WINDOW AREA SG FT Required SQ FT Num. of win 10% OF AREA (SQ FT) Type Provided W 2 29.6 SQ. FT. 106 SQ.FT. 296 SQ.FT. NEW 104

DN 3'-4"

1'-0"

4'-421"

3'-0"

APARTMENT B - LANDING 3'-

NOTE: WINDOWS COMPLY WITH PROVISION OF277.7 (i) A,C,D,E AND F. W 1 NOTE: PER NYC MULTIPLE DWELLING LAW, SEC. 30-08 (a)2'-8 MINIMUM WINDOW FOR LIGHT REQUIREMENT IS 12 SF. 3'-1134" AREA 2" 1'-0" 105 NOTE: PER NYC BUILDING CODE, ROOMS NOT GREATER THAN 59 SF ARE NOT HABITABLE.

2-04

ROOM NAME Rm No. Rm Name 2-01 BEDROOM 3

5'-841"

5'-041"

STREET WALL LINE ELEV. 27.42' = - 0'-3"

A1 A-210 A1 A-210

A7 A-200

A1 A-211 A7 A-200

A1 A-211

ENTRY STAIR B 61 SQ. FT.

LIGHT AND AIR CALCULATIONS FOR SECOND FLOOR

FIRST FLOOR

THIRD FLOOR

FIRST FLOOR LANDING PLAN

fourth level

A M

734"

17'-641"

LIGHT AND AIR CALCULATIONS FOR SECOND FLOOR

2" 2" 17'-641" 2"

1'-0" 9'-934"

5'-821" 1'-0"

U:\Projects\17RE04 121 West 126th126th St\20St\20 DRAWINGS\23 SHEETS\01 FilingFiling Set\A-100.00-FLOOR PLANPLAN CELLAR-01.dwg U:\Projects\17RE04 121 West DRAWINGS\23 SHEETS\01 Set\A-101.00 FLOOR 02-03.dwg

copyright UE Architecture DPCWest 2014 126th St\20 DRAWINGS\23U:\Projects\17RE04 U:\Projects\17RE04 121 SHEETS\01 Filing Set\A-102.00 121 West 126th FLOOR St\20PLAN DRAWINGS\23 04.dwg SHEETS\01 Filing Set\A-101.00 FLOOR PLAN 02-03.dwg

1'-0"

ADJACENT PROPERTY 1'-0" 3'-934" 5'-441" 7'-441"

2" 17'-641" 2" ADJACENT PROPERTY

1'-0" 15'-641" 1'-0" 1'-0" 15'-641" 1'-0" 1'-0" 15'-641" 1'-0"

APT B. LANDING

15'-221"

17'-641" 17'-641" 17'-641"

3'-0"

5'-634" 3'-0"

2'-6" 2'-1034"

A1 A-210

1'-0" 15'-641" 1'-0"

1'-0" 1 15'-641" 17'-64"

1'-0"

15'-221"

3'-2"

8'-634" 11'-921"

3'-5" 11'-921"

3'-5"

3'-2" 8'-934" 3'-2" 3'-2" 5'-634" 3'-0" 3'-2" 8'-934"

3'-2"

3'-2" 3'-0"

15'-134" 15'-134"

3'-2" 3'-2" 5'-2"

1'-6" HOLD 2'-821" 1'-6" HOLD 1 2'-8 1'-6" 2" HOLD

2'-821"

3'-2" 3'-2" 5'-2" 5'-2"

3'-0" 3'-0" 2'-821"DW

3'-2" 3'-2"

5'-134"

1'-6" HOLD 2'-821" 2'-821" 1'-6" HOLD

5'-2" 8'-634" 3'-2"

1'-834"

3'-0" 6'-5" 3'-0"

2'-821"

1'-6" HOLD 1'-6" HOLD MW 3'-0" 3'-0"

3'-2" 5'-2" 6'-5" 8'-4"3'-2" 5'-2" 6'-5" 6'-5"

5'-634" 3'-0"

3'-0"

2'-821"

3'-2" 6'-5"

6'-234"

5'-2"

1'-6" HOLD 2'-821"

DW MW 3'-0" 3'-0" 2'-821"

3'-0"

8'-634" 5"

6'-2"

5'-2" 8'-1134" 6'-5" 3'-2"

5'-2"

9'-321"

8'-334"

3'-2" 8'-934"

3'-2" 3'-2"

8'-934"

1'-6" HOLD 734"

15'-134"

15'-134" 15'-134"

15'-134"

MICROWAVE

DISHWASHER

ELECTRIC RANGE

REFRIGERATOR

31'-021"

REAR YARD

REAR YARD EL -0'-0"

N/A

31'-021"

MICROWAVE REFRIGERATOR

MICROWAVE

BELOW COUNTER DISHWASHER

KITCHEN SINK

HOOD

ELECTRIC RANGE

30'-021"

WASHER

DRYER

OVEN BELOW

COMBINED SMOKE/CARBON MONOXIDE DETECTOR

SMOKE DETECTOR

SCALE:

⅊ ⅊

SCALE:

⅊

SCALE:

⅊ ⅊

⅊

1/4" = 1'-0 A 1 C

1/4" = 1'-0

NTS K

NEW 3HR FIRE RATED PARTITIONS

NEW 2HR FIRE RATED PARTITIONS

NEW 1HR FIRE RATED PARTITIONS

NEW PARTITIONS

CARBON MONOXIDE DETECTOR

⅊

SCALE: WATER HEATER

1/4" = 1'-0 A 1

K1 NTS K A1 A 1/4" = 1'-0 M A1 1 COMBINED SMOKE/CARBON MONOXIDE DETECTOR S

SCALE: ELECTRIC METER

TOILET

NEW 2HR FIRE RATED PARTITIONS BATHROOM LAVORATORY NEW 3HR FIRE RATED PARTITIONS

SCALE:

⅊ ⅊

C S

WATER HEATER

⅊ ⅊

1/4" = 1'-0

E1 1/4" = 1'-0 E1

ELECTRIC METER

TOILET

BATHROOM LAVORATORY

⅊ ⅊

SCALE:

⅊ ⅊

NTS K

K1 NTS K K1

NEW 3HR FIRE RATED PARTITIONS

SCALE: SCALE:

NOTE: NEW 2" THICK TOPPING SLAB AT C THIS LEVEL CARBON MONOXIDE DETECTOR ONLY. SEE BUILDING DEPARTMENT NOTES FOR BELOW COUNTER CAST-IN-PLACE CONCRETE ON SHEET A000 NEW PARTITIONS DISHWASHER MAXIMUM TRAVEL DISTANCE: 200'-0" MAX MEASURED TRAVEL DISTANCE: 36'-4" < 200'-0" [COMPLIES] NEW 1HR FIRE RATED PARTITIONS

K4 LEGENDS AND GENERAL NOTES

N/A

WASHER

DRYER

OVEN BELOW

NEW NEW 1HR 2HR FIRE FIRE RATED RATED PARTITIONS PARTITIONS

NEW NEW PARTITIONS 1HR FIRE RATED PARTITIONS

NEW NEW 2HR 3HR FIRE FIRE RATED RATED PARTITIONS PARTITIONS

KITCHEN SINK NOTE: NO SLEEPING OR COOKING THISS LEVEL SMOKE DETECTOR

EXISTING INFILL HOOD

A1 A-200

31'-021"

K4 LEGENDS AND GENERAL NOTES

NTS

K4 LEGENDS AND GENERAL NOTES N/A K4 LEGENDS AND GENERAL NOTES

DW MW

3'-2"

3'-2" 8'-934"

3'-2" 3'-2" 8'-934" 3'-2"

DW MW MW

DW MW

OV D OV D W

00.00.2018

00.00.2018 00.00.2018 DATE: 00.00.2018

---------- SET

KIPU MANAGEMENT LLC

PROJ. No.:

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

PROJ. No.:

17RE04

CHECKED BY:

FO.

---------- SET

00.00.2018

DATE:

---------SET FOR REVIEW ISSUE:

121 W 126TH STREET A-101.00

121 WEST 126TH STREET NEW YORK, NY 10027 SCALE: 1/4" = 1'-0" PROJ. No.: 17RE04 DATE: 03.05.2018 DRAWN BY: UE KIPU MANAGEMENT LLC CHECKED BY: FO 167 MADISON AVENUE, SUITE 303 . NYC DOB Number: NEW YORK, NY 10016

BLOCK No.: 1911 LOT No.: 22 MAP No.: 6a ZONING DISTRICT: R7

SECOND FLOOR THIRD FLOOR 121 WEST 126TH STREET

167 MADISON AVENUE, SUITE 303 NEW YORK, NY 10016

KIPU MANAGEMENT LLC

121 WEST 126TH STREET NEW YORK, NY 10027

REV:

121 W 126TH STREET

00.00.2018 03.03.2016

BLOCK No.: 1911 LOT No.: 22 MAP No.: 6a 00.00.2018 ZONING DISTRICT: R7---------- SET

121 WEST 126TH STREET

ISSUE:

---------- SET

00.00.2018

Dalessio Engineering Structural Engineer . 1661 Route 22 West, Suite 109, Bound Brook, NJ 08805 NYC DOB Number:

NYC DOB Number:

CHECKED BY: FO Ventrop Consulting DATE: Engineering DRAWN BY: MEP Engineer 03.05.2018 UE 365 West 34th Street, 3rd Floor, New York, NY 10001

DATE:

Architect

17RE04

A-101.00 A-100.00 architecture, DPC

Wayne Simon Code Consultant 167 Madison Avenue, Suite 303, New York, NYBY: 10016 DATE: DRAWN 03.05.2018 UE

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

315 West 39th Street, ste 1104, New York, NY 10018

SECOND FLOOR CELLAR PLAN THIRD FLOOR FIRST FLOOR FIRST FLOOR LANDING

Ventrop Engineering Consulting MEP Engineer 365 WestMADISON 34th Street, 3rd Floor, NewSUITE York, NY303 10001 167 AVENUE, KIPU MANAGEMENT LLC NEW YORK, NY 10016 Dalessio Engineering Structural Engineer 167 MADISON AVENUE, SUITE 303 1661 Route 22 West, Suite 109, Bound Brook, NJ 08805 NEW YORK, NY 10016

Architect

NEW YORK, NY 10027 121 WEST 126TH STREET Wayne Simon Code Consultant NEW YORK, NYSuite 10027 167 Madison Avenue, 303, New York, NY 10016

315 WestWEST 39th Street, ste 1104, New York, NY 10018 121 126TH STREET

121 W 126TH STREET architecture, DPC 121 W 126TH STREET

BLOCK No.: 1911STREET 121 WEST 126TH LOT No.: 22 BLOCK No.: MAP No.: 6a1911 LOT No.: DISTRICT: 22 ZONING R7 MAP No.: 6a ZONING DISTRICT: R7

REV:

ISSUE:

---------- SET ---------- SET ISSUE: ---------- SET

121 WEST 126TH STREET

DATE:

1 2 REV: 1

REV:

OWNEROWNER

PROJECT OWNER

third level

PROJECT

second level

OWNER

ground level W

It was important to create a set that was well organized that allowed us to work efficiently with the consultant and engineer. We used Revit as a tool that allowed us to work more efficiently. PROJECT PROJECT

Architectural Drawing Set Using Revit

1'-6"

BULKHEAD EL +58'-9" CONCRETE SIDE WALLS AND PARAPET WALL

OUTDOOR TERRACE

BULKHEAD

OUTDOOR TERRACE

1/4" = 1'-0 A 1

SCALE:

1'-9"

J WINDOW SYSTEM

DROPPED CEILING

SLIDING DOOR SYSTEM

APT B: BEDROOM 3

4TH FLOOR EL +37'-8"

ADA HANDRAIL

KITCHEN ISLAND AND EQUIPMENT

EXTERIOR BEAM, TYP (R-8.3): 12" REINFORCED CONCRETE VAPOR BARRIER 3 85" METAL STUDS FURRING 16" O.C. & MINERAL WOOL INSULATION (1)LAYER 85" GWB

APT B : KITCHEN / LIVING ROOM

LIVING ROOM B EL +32'-0"

G APT B: BATHROOM 2 1'-4" APT B : BEDROOM 2

3RD FLOOR EL +27'-0" 1 HOUR SEPARATION BETWEEN APT A & APT B

APT B: BATHROOM 1

EXTERIOR BEAM, TYP (R-8.3): 12" REINFORCED CONCRETE VAPOR BARRIER 3 85" METAL STUDS FURRING 16" O.C. & MINERAL WOOL INSULATION (1)LAYER 85" GWB

1 HOUR SEPARATION BETWEEN APT A & APT B

1'-4"

APT B: BEDROOM 1

BEDROOM B2 EL +21'-4"

APT A: BATHROOM 3

THERMAL BREAK APT A : BEDROOM 3

2ND FLOOR EL +16'-11 1/2" E

E APT A: BATHROOM 2 APT A : BEDROOM 2

FIRE RATED PARTITIONS LEGEND:

KITCHEN ISLAND AND EQUIPMENT

APT A: BATHROOM 1

NEW 2HR FIRE RATED PARTITIONS

1ST FLOOR EL -0'-0"

NEW 3HR FIRE RATED PARTITIONS APT A: KITCHEN / LIVING ROOM

SIDEWALK EL -0'-3" BACKYARD EL -1'-0" CELLAR EL - 4'-1"

CELLAR

GUARDRAIL AND HANDRAIL FOR CELLAR STAIRS

1ST FLOOR EL +0'-0"

SIDEWALK EL -0'-3" NY ELEVATION 27.42

STAIRS DOWN TO CELLAR LEVEL 2 HOUR SEPARATION BETWEEN CELLAR & APT B OFFICE

21'-941"

NEW 1HR FIRE RATED PARTITIONS

APT A: BEDROOM 1

APT A BDRM 1 EL -4'-5 1/2"

CELLAR EL - 4'-1"

ROOF TERRANCE EL +49'-4"

APT B ENTRY STAIRS AND LANDING BEYOND

section a

WEST SECTION

SCALE: 13

1/4" = 1'-0 A 1

W 117

63'-221"

5-02

BULKHEAD 5-01 319 SQ. FT.

17'-221"

17'-1041"

A1 A-212

3'-0"

W 116

2A 4

6'-2"

3'-0"

63'-221"

9'-541"

BULKHEAD EL +49'-4"

STAIR B 110 SQ. FT.

3'-1"

2A 4

2'-3"

21'-921"

BEDROOM A2 EL +10'-8"

LANDING EL +8'-0 1/2"

1'-0"

A1 A-200

U:\Projects\17RE04 121 West 126th St\20 DRAWINGS\23 SHEETS\01 Filing Set\A-210.00 BUILDING SECTION N-S.dwg

⅊

TERRACE EL +49'-4"

2 HOUR MECHANICAL AND VENTING SHAFT THROUGH BUILDING

WINDOW SYSTEM

3'-6"

TERRACE EL +49'-4"

ADA HANDRAIL

ROOF DECK / PAVERS

APT B: BATHROOM 3

SCALE:

TERRACE / ROOF (R-49): CONCRETE PAVERS PEDESTALS 5 PLY BUILT UP ROOFING MEMBRANE 3 4" FIBER BOARD 3 34" RIGID INSULATION SLOPE TO DRAIN 7 21" RIGID INSULATION 6" CONCRETE SLAB FIRE PROOFING UL BXUV.N708

HANDRAIL

⅊

1/4" = 1'-0

BULKHEAD ROOF (R-49): 5 PLY BUILD UP ROOFING MEMBRANE 3 4" FIBER BOARD 3 34" RIGID INSULATION SLOPE TO DRAIN 7 21" RIGID INSULATION 6" CONCRETE SLAB FIRE PROOFING UL BXUV.N708

ROOF EL +59'-9"

3'-6"

PROJ. No.: 17RE04 DRAWN BY: UE CHECKED BY: FO

PERMEABLE SCREEN TO HIDE MECHANICAL EQUIPMENT

NYC DOB Number:

A-103.00 B

SCALE: 1/4" = 1'-0" DATE: 03.05.2018

167 MADISON AVENUE, SUITE 303 NEW YORK, NY 10016

ROOF TERRACE ROOF PLAN

KIPU MANAGEMENT LLC

121 WEST 126TH STREET NEW YORK, NY 10027

121 W 126TH STREET

BLOCK No.: 1911 LOT No.: 22 MAP No.: 6a ZONING DISTRICT: R7

PROJECT

AREA FOR CONDENSING UNITS

OWNER

121 WEST 126TH STREET

PERMEABLE SCREEN TO HIDE MECHANICAL EQUIPMENT

1'-6"

CONCRETE SIDE WALLS & PARAPET WALLS

MECHANICAL CHASE TURNS AND RUNS PARALLEL WITH BUILDING

OUTDOOR TERRACE

BULKHEAD

TERRACE EL +49'-4"

3'-6"

21'-634"

ROOF DECK / PAVERS

TERRACE EL +49'-4"

J WINDOW SYSTEM

WINDOW SYSTEM

7'-0"

4'-434"

9'-1121"

FLOATING LANDING UP TO BULKHEAD AND TERRACE

DROPPED CEILING 15'-7"

SLIDING DOOR SYSTEM

7'-0"

9'-1141"

LIVING ROOM B EL +32'-0"

G DOTTED LINES INDICATE HEADROOM CLEARANCE AS PER ADA REQUIREMENTS

1'-4"

EXTERIOR BEAM, TYP (R-8.3): 12" REINFORCED CONCRETE VAPOR BARRIER 3 85" METAL STUDS FURRING 16" O.C. & MINERAL WOOL INSULATION (1)LAYER 58" GWB

7'-0"

9'-1121"

APT B BEDROOM 2

1 HOUR SEPARATION BETWEEN APT A & APT B

1'-4" APT B BEDROOM 1

9'-1121"

7'-0"

STAIR TO APT A BEDROOM 2

7'-5"

STAIR LEADS UP TO ABOVE APARTMENT THERMAL BREAK ADA HANDRAIL

APT A BEDROOM 2

BEDROOM A2 EL +10'-8"

1 HOUR SEPARATION BETWEEN APT A & APT B

LOW CONCRETE WALL LANDING

LANDING EL +8'-0 1/2"

7'-0"

APT A BEDROOM 3

2ND FLOOR EL +16'-11 1/2"

RIGID INSULATION AND CONCRETE PANEL UNDER OVERHANG AT LANDING

BEDROOM B2 EL +21'-4"

7'-0"

9'-321"

THERMAL BREAK

APARTMENT B ENTRY

SLIDING DOOR SYSTEM

STAIRS UP TO LANDING AND APT B ENTRY

9'-1121"

7'-0"

APARTMENT A ENTRY

KITCHEN ISLAND AND EQUIPMENT HALLWAY

NEW 1HR FIRE RATED PARTITIONS NEW 2HR FIRE RATED PARTITIONS

APT A: KITCHEN / LIVING ROOM

1ST FLOOR EL -0'-0"

NEW 3HR FIRE RATED PARTITIONS

1ST FLOOR EL +0'-0"

SIDEWALK EL -0'-3" NY ELEVATION 27.42

SIDEWALK EL -0'-3" BACKYARD EL -1'-0" CELLAR EL - 4'-1"

CELLAR EL - 4'-1" CELLAR AND FOUNDATION BEYOND

FIRE RATED PARTITIONS LEGEND:

BEDROOM A1 EL -4'-5 1/2"

ROOF TERRACE A

APT B: KITCHEN / LIVING ROOM

3RD FLOOR EL +27'-0"

ADA HANDRAIL KITCHEN ISLAND AND EQUIPMENT

7'-0" EXTERIOR BEAM, TYP (R-8.3): 12" REINFORCED CONCRETE VAPOR BARRIER 3 85" METAL STUDS FURRING 16" O.C. & MINERAL WOOL INSULATION (1)LAYER 85" GWB

A1 A-210

A7 A-200

17'-641"

ROOF PLAN

APT B BEDROOM 3

4TH FLOOR EL +37'-8"

7'-5"

1'-0"

15'-641"

A1 A-211

U:\Projects\17RE04 121 West 126th St\20 DRAWINGS\23 SHEETS\01 Filing Set\A-210.00 BUILDING SECTION N-S.dwg

1'-0"

terrace level D

ADA HANDRAIL

7'-0"

1'-9"

LANDING EL +50'-0"

ROOF TERRANCE EL +49'-4"

BULKHEAD EL +58'-9"

HANDRAIL

A7 A-212

BULKHEAD ROOF (R-49): 5 PLY BUILD UP ROOFING MEMBRANE 3 4" FIBER BOARD 3 34" RIGID INSULATION SLOPE TO DRAIN 7 21" RIGID INSULATION 6" CONCRETE SLAB FIRE PROOFING UL BXUV.N708

ROOF EL +59'-9"

3'-6"

2'-6"

6'-041"

17'-2"

7'-021"

section b STREET WALL LINE ELEV. 27.42' = - 0'-3"

WEST SECTION SCALE: 13

Pg. 7

1/4" = 1'-0 A 1

U:\Projects\17RE04 121 West 126th St\20 DRAWINGS\23 SHEETS\

08 260 West End Avenue Apartment Renovation for Upper West Side, NY At Urban Edition Architecture Type: Residential Location: Upper West Side, Manhattan, NY Date: 2015 This project combined two adjacent existing apartments into a single apartment where the client achieved more generous and comfortable spaces to inhabit.

The large apartment was fully remodeled to include living room, kitchen, dining room, bathroom, and three bedrooms. One 5 5 4 4 3 3 2 unique feature of this project is a flexible space that allows the client toUSE,utilize the 1. NO CHANGE IN OCCUPANCY, 1. NO CHANGE IN OROCCUPANCY, EGRESS. USE, OR EGRESS. living room as one large space and have the 2. THE FOLLOWING IS2.SUBJECT THE FOLLOWING TO CONTROLLED IS SUBJECT TO CONTROLLED INSPECTION: option to turn a 2.1.portion of2.1.INSPECTION: the FINAL INSPECTION FINALliving INSPECTIONroom into an additional bedroom when needed.

LTIPLE DWELLING NOTES -MULTIPLE DWELLING NOTES -

BUILDING DEPARTMENT NOTES BUILDING DEPARTMENT NOTES

architecture, DPC architecture,Architect DPC 315 West 39th Street, ste 1104, New 315 York, West NY 39th10018 Street, ste 1104, New York, NY 10018

THE WITH PROJECT SHALL CONFORM 1. THEWITH PROJECT ARTICLES SHALL 3, CONFORM 5 AND 67 OF WITH THEARTICLES 3, 5 AND 67 OF THE MPLY SECTION MULTIPLE DWELLING LAW (HEREAFTER MULTIPLE REFERRED DWELLING LAW TO AS (HEREAFTER "M.D.L")ANDREFERRED TO AS "M.D.L")AND MULTIPLE DWELLING RULES AND MULTIPLE REGULATIONS DWELLING FOR RULES A CLASS AND 'A' REGULATIONS FOR A CLASS 'A' TO COMPLY WITH MULTIPLE DWELLING. MULTIPLE DWELLING.

THE CONSTRUCTION CLASSIFICATION 2. THE CONSTRUCTION OF THE BUILDING CLASSIFICATION IS CLASS 3,OF THE BUILDING IS CLASS 3, ON SHALL COMPLY COMBUSTIBLE, PER OLD CODE, COMBUSTIBLE, AND THE OCCUPANCY PER OLD CODE, IS CLASS AND 'A'THE OCCUPANCY IS CLASS 'A' MULTIPLE DWELLING - CONVERTED. MULTIPLE DWELLING - CONVERTED. 3. ALL INTERIOR FINISHES SHALL 3. ALL COMPLY INTERIOR WITH FINISHES THE NEW SHALL YORKCOMPLY CITY WITH THE NEW YORK CITY BUILDING CODE, SECTION 27-348 BUILDING AND TABLE CODE,5-4, SECTION EXCEPT 27-348 WALLAND TABLE 5-4, EXCEPT WALL TO COMPLY WITH 3. ARTICLE BUILDING 7 M.D.L., TO COMPLY ALL DEPARTMENT WITH ARTICLE 7 M.D.L., ALL DEPARTMENT LBUILDING OF THE BOARD OF COVERINGS AND COATINGS THAT COVERINGS ARE LESS AND THAN COATINGS 0.036 INTHAT TOTAL ARE LESS THAN 0.036 IN TOTAL RULES AND REGULATIONS AND RULES HOUSING AND REGULATIONS MAINTENANCEAND CODE. HOUSING MAINTENANCE CODE. ION. THICKNESS, WHEN APPLIED DIRECTLY THICKNESS, TO WHEN A NON-COMBUSTIBLE, APPLIED DIRECTLY ORTO A NON-COMBUSTIBLE, OR FIRE TREATED WOOD SUBSTRATE. FIRE TREATED WOOD SUBSTRATE. SIGNS AND 4. SIGNS DISPLAYED TO BE ASPROVIDED PER SEC. AND D26 OF DISPLAYED THE AS PER SEC. D26 OF THE WS WILLTO BEBE OFPROVIDED A

My role in this project was as part of the design team. I worked closely with the project manager to design the interior spaces and develop the architectural drawings. I then moved on to picking interior finishes, producing presentations and a construction set, which included coordination with the suppliers and detail drawings for construction.

Architect

WORKING R

CLOSED WAL

HOUSING MAINTENANCE CODE HOUSING (H.M.C.).MAINTENANCE CODE (H.M.C.). 4. FINISH FLOORING AND FLOOR 4. FINISH COVERINGS FLOORING SHALL AND COMPLY FLOORWITH COVERINGS SHALL COMPLY WITH SECTION 27-351. SECTION 27-351. REGISTRATION OF OWNERSHIP 5. REGISTRATION AND OCCUPANCY OF OWNERSHIP TO COMPLYAND WITH OCCUPANCY TO COMPLY WITH 27-345. SEC. D26.41. SEC. D26.41. SPACES WITHIN 5. WHERE REQUIRED FIRE RETARDED 5. WHERE TREATED REQUIRED WOOD FIRETO RETARDED BE IN TREATED WOOD TO BE IN IRS, FURRING, PIPE ACCORDANCE WITH SECTION ACCORDANCE 27-328 OF THE WITH NYC BUILDING SECTION 27-328 CODE.OF THE NYC BUILDING CODE. TO COMPLY WITH 6. SEC. PREMISES D26.17.01 TO COMPLY HEAT AND WITH HOT SEC. WATER. D26.17.01 HEAT AND HOT WATER. ATPREMISES WOULD PERMIT

HOT GASES FROM 6. SUSPENDED SHALL CEILING COMPLY CONSTRUCTION WITH THE NEW SHALL COMPLY WITH THE NEW TOFROM COMPLY WITH 7. SEC. DRAINAGE 77 M.D.L. TO COMPLY WITH SEC. 77 M.D.L. 6. SUSPENDED CEILING CONSTRUCTION F DRAINAGE SPACES, OR YORK CITY BUILDING CODE, SECTION YORK CITY 27-350 BUILDING AND RS-5-16. CODE, SECTION 27-350 AND RS-5-16. ALL BE FILLED WITH 8. DOORS DWELLING TO HAVE UNIT APPROVED-TYPE ENTRANCE DOORS PEEP TO HAVE APPROVED-TYPE PEEP CT.DWELLING 27-345. UNIT ENTRANCE 7. ALL MATERIALS, ASSEMBLIES, 7. ALL FORMS MATERIALS, AND METHODS ASSEMBLIES, OF FORMS AND METHODS OF HOLES AS PER SEC. 51-A M.D.L. HOLES AS PER SEC. 51-A M.D.L. MATERIALS CONSTRUCTION SHALL COMPLY CONSTRUCTION WITH THE REQUIREMENTS SHALL COMPLY OFWITH THE REQUIREMENTS OF NOMINAL THICKNESS SUBCHAPTER 1, IN ARTICLE 7. SUBCHAPTER 1, ARTICLE 7. LIGHTS AT FRONT 9. LIGHTS TO BE AS AT PER FRONT SPEC ENTRANCE 35 M.D.L.TO AND BEINAS PER SPEC 35 M.D.L. AND OMBUSTIBLE FIRE ENTRANCE REAR YARD AS PER SEC. 26 SUB REAR 7A YARD M.D.L.AS PER SEC. 26 SUB 7A M.D.L. D SPACES OF FIRE 8. GLASS IN PRIME AND STORM 8. GLASS DOORS,ININTERIOR PRIME AND DOORS, STORM FIXED DOORS, GLASS INTERIOR DOORS, FIXED GLASS FIREPLACES, FLUES, PANELS THAT AS MAY BE MISTAKEN PANELS FOR THAT MEANS MAY OFBE EGRESS MISTAKEN OR FOR MEANS OF EGRESS OR VESTIBULE, PUBLIC HALL10. ANDVESTIBULE, STAIR LIGHTS PUBLIC TO BE HALL PROVIDED AND STAIR AS PER LIGHTS TO BE PROVIDED PER INGRESS, SHOWER DOORS AND INGRESS, TUB ENCLOSURES, SHOWER DOORS OR INAND SIMILAR TUB ENCLOSURES, OR IN SIMILAR 37 SUB 1 M.D.L. SEC 37 SUB 1 M.D.L. UTSEC SPACES SHALL BE INSTALLATIONS WHERE THE LOWER INSTALLATIONS POINT OFWHERE PANEL THE IS LESS LOWER THAN POINT OF PANEL IS LESS THAN RESTOPS SHALL BE 18" ABOVE FINISHED FLOOR OR 18"THE ABOVE MINIMUM FINISHED DIMENSION FLOOR OR OFTHE PANEL MINIMUM DIMENSION OF PANEL NEW OUT HEADERS AND TRIMMERS 11. NEW TO HEADERS BE HUNG AND IN BRIDLE TRIMMERS IRONS. TO BE HUNG IN BRIDLE IRONS. RRED SPACES IS LARGER THAN 18" SHALL MEET IS LARGER THE REQUIREMENT THAN 18" SHALL OF MEET TABLETHE 10-9.REQUIREMENT OF TABLE 10-9.

LIVING ROOM

ALL MASONRY CONSTRUCTION 12. ALL ASMASONRY PER SEC.CONSTRUCTION 8.4.1. AND 8.4.1.4AS B.C PER SEC. 8.4.1. AND 8.4.1.4 B.C STRUCTION SHALL BE 9. EXIT LIGHTING TO COMPLY 9. WITH EXITSECTION LIGHTING 27-381 TO COMPLY AND 27-383 WITHOF SECTION 27-381 AND 27-383 OF HE TOP AND BOTTOM BUILDING CODE. BUILDING CODE. 5 5 O COMMUNICATE WITH TO FURRINGTO ONBE METAL ALL FURRED CEILINGS 13.BE ALL FURRED CEILINGS 8" FIRESHIELD 8" FIRESHIELD FURRING ON METAL EDIATE LANDING HANGARS. HANGARS. 10. CORRIDORS SHALL HAVE10. A CLEAR CORRIDORS HEIGHTSHALL OF 7'-6" HAVE FORAAT CLEAR LEASTHEIGHT 75% OF 7'-6" FOR AT LEAST 75% OF THE FLOOR AREA WITH NOOF POINT THE FLOOR LESS THAN AREA7'-0" WITH IN HEIGHT. NO POINT LESS THAN 7'-0" IN HEIGHT. UIRED PROVIDE 1X3 CROSS BRIDGING 14. PROVIDE AT 8'-0"1X3 MAXCROSS SPACING. BRIDGING AT 8'-0" MAX SPACING. PROJECTION BELOW THE CEILING PROJECTION SHALL NOT BELOW OBSTRUCT THE CEILING FULL VIEW SHALL NOT OBSTRUCT FULL VIEW ROOF ASSEMBLY OF EXIT SIGNS. OF EXIT SIGNS. OWNER FILE STATEMENT 15. THAT OWNER VENT TOSYSTEM FILE STATEMENT TO BE KEPT THAT IN VENT SYSTEM TO BE KEPT IN OR WALLS,TO VERTICAL CONTINUOUS OPERATION DURING CONTINUOUS NORMALOPERATION HOURS OF OCCUPANCY DURING NORMAL HOURS OF OCCUPANCY IDOR PARTITIONS OR 11. ALL ROOMS AND SPACES11. SHALL ALL BE ROOMS VENTILATED AND SPACES IN ACCORDANCE SHALL BE VENTILATED IN ACCORDANCE AS PER CODE. AS PER CODE. THE SAME FIRE WITH THE NYC BUILDING CODE, WITH SUBCHAPTER THE NYC BUILDING 12, ARTICLE CODE, 7. SUBCHAPTER 12, ARTICLE 7. E CONCEALED SPACE 3 3 PPED INTO AREAS DOORS 16. " ALL BATHROOM TO BE ALL UNDERCUT BATHROOM 4" DOORS TO BE UNDERCUT 412. COMPLIANCE FOR LOCAL12. LAW COMPLIANCE 58/87 FOR NEW FORCONSTRUCTION LOCAL LAW 58/87 FOR NEW CONSTRUCTION HEIGHT OF THE (SEE ADDITIONAL NOTES AND(SEE DIAGRAMS ADDITIONAL ON DRAWING NOTES AND A-002.00) DIAGRAMS ON DRAWING A-002.00) NEW OPENINGS TO BE FRAMED 17. NEW WITH OPENINGS DOUBLETO HEADERS BE FRAMED AND WITH DOUBLE HEADERS 12.1. THE AND MINIMUM CLEAR 12.1. WIDTH FOR THE SINGLE MINIMUM WHEELCHAIR CLEAR WIDTH PASSAGE FOR SINGLE WHEELCHAIR PASSAGE TRIMMERS. TRIMMERS. SHALL BE 32" AT A POINT ANDSHALL 36" CONTINUOUSLY. BE 32" AT A POINT AND 36" CONTINUOUSLY. CTED OF 12.2. THE SPACE FOR A WHEELCHAIR 12.2. THETO SPACE MAKEFOR A 180 A WHEELCHAIR DEGREE TURNTO IS MAKE A 180 DEGREE TURN IS OVIDED IN SECTION INTERIOR WALLS OF ALL 18. TOILET INTERIOR ROOMSWALLS SHALLOF BEALL OF TOILET MOISTURE ROOMS SHALL BE OFAMOISTURE CLEAR SPACE OF 60" DIAMETER. A CLEAR SPACE OF 60" DIAMETER. RESISTANT GYPSUMBOARD B.S. RESISTANT AND A. CAL GYPSUMBOARD NO. 486-39 SM. B.S. AND A. CAL NO. 486-39 SM. 12.3. THE MAXIMUM SLOPE12.3. OF A RAMP THE MAXIMUM SHALL BE 1:12. SLOPETHE OF MINIMUM A RAMP SHALL BE 1:12. THE MINIMUM

260 WEST END AVE

CLEAR WIDTH OF A RAMP SHALL CLEAR BE 36". WIDTH OF A RAMP SHALL BE 36". BUILDING ENTRANCE DOORS 19. BUILDING AND OTHER ENTRANCE EXTERIOR DOORS DOORS AND SHALL OTHER EXTERIOR DOORS SHALL 12.4. DOORWAYS INTENDED 12.4. FOR USER DOORWAYS PASSAGE INTENDED SHALL HAVE FOR A USER PASSAGE SHALL HAVE A BE PROVIDED WITH HEAVY DUTY BE PROVIDED LOCK SETSWITH WITHHEAVY AUXILIARY DUTYLATCH LOCK SETS WITH AUXILIARY LATCH ARTMENT. MINIMUM CLEAR OPENING OFMINIMUM 32" WITH CLEAR THE DOOR OPENING OPENOF 90 32" WITH THE DOOR OPEN 90 BOLTS TO PREVENT BOLTS FROM TOBEING PREVENT MANIPULATED THE LATCHBY FROM BEING MANIPULATED BY AN APPROVED TYPE THE LATCH DEGREES, MEASURED BETWEEN DEGREES, THE FACE MEASURED OF THE DOOR BETWEEN ANDTHE FACE OF THE DOOR AND OTHERFROM THAN THE A KEY. OTHER THAN A KEY. POWER THE STOP. THE STOP. RCUIT OTHER THAN 12.5. DIMENSIONS OF CLEAR 12.5. SPACE DIMENSIONS AND DOOR OF OPENING CLEAR INTO SPACE AND DOOR OPENING INTO TOHOWEVER DWELLING UNITS 20. SHALL DOORSHAVE TO DWELLING AN OPERABLE UNITSKEY SHALL FROM HAVE AN OPERABLE KEY FROM CHDOORS CIRCUIT, ADAPTABLE TOILETS (WHERE ADAPTABLE APPLICABLE)TOILETS COMPLY (WHERE WITH SEC. APPLICABLE) COMPLY WITH SEC. OUTSIDE AND THUMB TURN FROM OUTSIDE INSIDE ANDWITH THUMB A ATURN HEAVYFROM DUTYINSIDE WITH A A HEAVY DUTY E EQUIPPED WITH 4.32.4.2. 4.32.4.2. BOLT OR CHAIN DOOR DEAD GUARD BOLT ALSO OR ON CHAIN THE INSIDE. DOOR GUARD ALL ALSO ON THE INSIDE. ALL SDEAD AS PER C27-980 12.6. CABINETS SHALL BE MODIFIED, 12.6. CABINETS RANGE, SHALL DISHWASHER, BE MODIFIED, RANGE, DISHWASHER, OPERABLE EQUIPPED WINDOWS WITH SASH SHALL LOCKS. BE EQUIPPED WITH SASH LOCKS. HEOPERABLE WINDOWS SHALL BE WASHER/DRYER (WHERE APPLICABLE) WASHER/DRYER SHALL BE (WHERE REPLACED APPLICABLE) BY SHALL BE REPLACED BY E AS PER SEC. APPROVED TYPE APPLIANCES APPROVED SPECIFIED TYPE IN ANSI APPLIANCES SHOULD SPECIFIED IN ANSI SHOULD 1 1 CAPABLE OF 6HOUSING AIR OF 6 AIR ELECTRIC EXHAUST FANS21. AT ROOF ELECTRIC HOUSING EXHAUST FANS AT ROOF 20 HP 20 HP CAPABLE HANDICAPPED PERSONS OCCUPY HANDICAPPED THE APARTMENT PERSONS TOOCCUPY BE THE APARTMENT TO BE EXCHANGES PER HOUR. EXCHANGES PER HOUR. THIN 15'-0" OF THE RENOVATED. RENOVATED. EILING MOUNTED AND 12.7. FLOOR SURFACES ALONG 12.7. ACCESSIBLE FLOOR SURFACES ROUTES ALONG AND IN ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS SHALL BE ACCESSIBLE MADE STABLE, ROOMS FIRM, SHALL AND BE SLIP MADE STABLE, FIRM, AND SLIP NANT SAFETY NOTES TENANT SAFETY NOTES FOR SMOKE RESISTANT IN COMPLIANCE WITH RESISTANT SEC. 4.5.1. IN COMPLIANCE ANSI SHOULD WITH SEC. 4.5.1. ANSI SHOULD OF CODE TO BE UNOCCUPIED PERSONS OCCUPY HANDICAPPED THE APARTMENT PERSONS TOOCCUPY BE THE APARTMENT TO BE BUILDING 1. BUILDING DURING TO DEMOLITION BE UNOCCUPIED AND DURING DEMOLITION HANDICAPPED AND ON. RENOVATED. RENOVATED. CONSTRUCTION. CONSTRUCTION.

THE EXISTING FIRE ESCAPE 2. WILL THEBE EXISTING MAINTAINED FIRE ESCAPE AT ALL TIMES. WILL BE MAINTAINED AT ALL TIMES.

NO WORK WHICH MIGHT 3. PRODUCE NO WORK DISTURBING WHICH MIGHT NOISEPRODUCE WILL BE DISTURBING NOISE WILL BE NCE TO THE BETWEEN NEW 5:00 P.M. EXECUTED EXECUTED AND 8:00A.M. BETWEEN 5:00 P.M. AND 8:00A.M. GULATIONS OF ALL

DUST WILL BE CONTROLLED 4. BY DUST MEANS WILLOF BE DAMPENING CONTROLLED THE BY MEANS OF DAMPENING THE QUATE TEMPORARY FLOORS DURING DEMOLITIONFLOORS AND MAINTAINING DURING DEMOLITION DAMP FABRIC AND MAINTAINING DAMP FABRIC TURAL IS OVERWORK ALL OPENINGS. OVER ALL OPENINGS. D REPAIR OPERATIONS K CITYMONIXIDE BUILDINGDETECTOR RBON CARBON NOTES MONIXIDE DETECTOR NOTES 06.0. ALL CARBON MONOXIDE DETECTORS 1. ALL CARBON SHALL MONOXIDE COMPLY WITH DETECTORS SECTION SHALL COMPLY WITH SECTION RESS FOR TENANTS 27-981.2 AND 27-981.3 27-981.2 AND 27-981.3 D FREEDWELLING OF ALL EVERY UNIT IN A2.BUILDING EVERY DWELLING WITH ALL UNIT OCCUPANCY IN A BUILDING GROUPS WITH ALL OCCUPANCY GROUPS , TOOLS, ETC. J-1, J-2, OR J-3 WHERE FOSSIL J-1, FUEL-BURNING J-2, OR J-3 WHERE FURNACE FOSSIL ORFUEL-BURNING BOILER IS FURNACE OR BOILER IS LOCATED, AND EVERY DWELLING LOCATED, UNIT INAND A BUILDING EVERY DWELLING THAT IS IN UNIT IN A BUILDING THAT IS IN CLOSE RANGE TO A SOURCE CLOSE OF CARBON RANGE MONOXIDE TO A SOURCE A DEVICE OF CARBON SHALL MONOXIDE A DEVICE SHALL UCTION AREA, AND/OR BE INSTALLED. BE INSTALLED. CURED IN A LOCKED AS REQUIRED IN SECTION 3. 27-981.2(a), AS REQUIRED AN OPERATIONAL IN SECTION 27-981.2(a), CARBON AN OPERATIONAL CARBON NTROLLED BY MONOXIDE DETECTOR SHALLMONOXIDE BE INSTALLED DETECTOR AT LEAST SHALL WITHIN BE FIFTEEN INSTALLED AT LEAST WITHIN FIFTEEN FEET OF EACH ROOM WHEREFEET SLEEPING OF EACH PURPOSES ROOM WHERE ARE LAWFULLY SLEEPING PURPOSES ARE LAWFULLY ERLY FASHION. ACCEPTED. ACCEPTED. LY SEALED IN THEIR ND SUCH CONTAINERS

G 3

03.11.2016

3 SUBMISSION 03.11.2016 BOARD

02.25.2016

2 SUBMISSION 02.25.2016 BOARD

10.13.2015

1 FOR 10.13.2015 BUILDING BOARD

FOR BUILDING BOARD

REV:

DATE:

REV: ISSUE: DATE:

ISSUE:

E 260 WEST END AVE

EA FROM OCCUPIED DROP CLOTHS. ND CLEANED FROM E ACCUMULATION AS NS OF THE SITE

260 WEST END AVE

OF ALL PARTIES HAN NORMAL

TASHA & DOUGTASHA & DOUG 260 WEST END AVE 10D260 WEST END AVE 10D NY, NEW YORK 10023 NY, NEW YORK 10023 C

GENERAL NOTES GENERAL NOTES AND SITE PLAN AND SITE PLAN

260 WEST END AVE 10D260 WEST END AVE 10D NY, NEW YORK 10023 NY, NEW YORK 10023

E INTERRUPTION OF TENANTS OF

TASHA & DDOUG TASHA RESID. & DOUG RESID.

RK PERMIT FROM THE AGENCIES IF OURS.

REAS OF WORK DUST, DIRT, DEBRIS TIAL AREAS OF THE

BLOCK No. :1184 BLOCK No. :1184 LOT No. :10 LOT No. :10 MAP No. : 8C MAP No. : 8C ZONING DISTRICT: R10A ZONING DISTRICT: R10A

AREAS BY TENANTS OR NS UNTIL OTHERWISE ER.

A6 SITE PLAN N/A 6

260 WEST END AVE

ED TO NORMAL DAY TO FRIDAY

OWNER

PROJECT

RIVER

OWNER

PROJECT

SIDE

HUDSON RIVER GREENWAY

SITE PLAN SCALE: 5

260 WEST END AVE

BLOCK No.: 1184 BLOCK No.: 1184 LOT No.: 10 LOT No.: 10 MAP No.: 8C MAP No.: 8C ZONING DISTRICT: R10A ZONING DISTRICT: R10A

RE THERE IS EXPOSED

MUM AND CONFINED

SUBMISSION BOARD

AND STORED IN AN

TO BE SHUT OFF

SUBMISSION BOARD

NTS A 1

A-000.00 A-000.00 SCALE: 1/4"=1'-0" DATE: 10.02.2015 1 OF 3

NYC DOB Number:A SCALE: NTS 1

15RE08 PROJ. SCALE:No.:1/4"=1'-0" 10.02.2015 VT DRAWN DATE: BY: JG3 CHECKED BY: 1 OF

PROJ. No.: 15RE08 VT DRAWN BY: JG CHECKED BY:

NYC DOB Number: .

260 WEST END AVE

LIVING ROOM Pg. 8

3. WRITTEN INFORMATION OF TESTING AND MAINTENANCE OF THE DEVICES SHALL BE PROVIDED TO THE DWELLING UNIT OWNER.

T.O. FINISHED FLOOR EL +0'-0"

SCALE:

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

8 SCALE:

SMOKE AND CARBON MONOXIDE DETECTOR NOTES

15. PER NYC MULTIPLE DWELLING LAW, DOORS TO DWELLING UNITS SHALL HAVE AN OPERABLE KEY FROM OUTSIDE AND THUMB TURN FROM INSIDE WITH A HEAVY DUTY DEAD BOLT OR CHAIN DOOR GUARD ALSO ON THE INSIDE. ALL OPERABLE WINDOWS SHALL BE EQUIPPED WITH SASH LOCKS.

K8 SCALE:

NTS

ELEVATION AT BEDROOM 3 - STUDIO

= 1'-0"

GENERAL NOTES SCALE:

N/A

DOB NOTES

N/A

1 architecture, DPC

Architect

315 West 39th Street, ste 1104, New York, NY 10018

(E) BEAM

278"

(E) BEAM

1 916 "

(E) BEAM

(E) PICTURE MOLDING

B.O. CEILING EL +8'-9 1/16" B.O. BEAM EL +8'-0"

(E) PICTURE MOLDING

7 516 "

B.O. CEILING EL +8'-9 1/16" B.O. BEAM EL +8'-0"

PROPOSED RETRACTABLE PANELS

NEW FINISH T.B.D.

4'-334"

3'-314" 3'-121"

260 WEST END AVE

B.O. CEILING EL 6 +8'-9 1/16" B.O. BEAM EL +8'-0"

1 916 "

8'-0"

EXISTING BEAM 260 WEST END AVE NY, NEW YORKABOVE 10023

4'-334"

REMOVE EXISTING PARTITIONS AND DOOR AS SHOWN

PLAN, ELEVATION: 11 STUDIO BEDROOM

E7 SCALE:

(E) BEAM

PROPOSED 2 PICTURE MOLDING

A-221

AREA WINDOW AREA AREA (SQ FT) Num. of win (SQ FT) Type 27 SQ. FT 138 SQ.FT. EXISTING 1

MAP No.: 8C ZONING DISTRICT: R10A

LIVING ROOM

165 SQ.FT. EXISTING 1

32 SQ. FT

BEDROOM 2

167 SQ.FT. EXISTING 1

28 SQ. FT

110

MASTER BEDROOM

180 SQ.FT. EXISTING 1

36 SQ. FT

18 SQ. FT.

112

MASTER BATHROOM 124 SQ.FT. EXISTING 2

33.5 SQ. FT

12.4 SQ. FT.

18.5 SQ.FT. YES

16.5 SQ. FT.

BATHROOM LAVATORY

13.2 SQ.FT.

YES

NEW PARTITION - REFER TO SCHEDULE

8.35 SQ.FT.

12.5 SQ.FT.

YES

9 SQ.FT.

14.8 SQ.FT.

YES

NOTE: EXISTING PARTITIONS ARE RATED R-38 AS REQUIRED BY CODE.

6.2 SQ.FT.

9.3 SQ.FT.

YES

16.7 SQ. FT.

260 WEST END AVE NY, NEW YORK 10023

21.3 SQ.FT. YES

TASHA & DOUG 260 WEST END AVE 18.5 NY, NEW YORK 10023

LEGEND: EXISTING PARTITION

SQ.FT. YES

TOILET

ADJACENT PROPERTY BELOW COUNTER DISHWASHER DW

PLAN, ELEVATION: STUDIO BEDROOM

NOTE: WINDOWS COMPLY WITH PROVISION OF277.7 (i) A,C,D,E AND F. NOTE: PER NYC MULTIPLE DWELLING LAW, SEC. 30-08 (a) MINIMUM WINDOW AREA FOR LIGHT REQUIREMENT IS 12 SF. NOTE: PER NYC BUILDING CODE, ROOMS NOT GREATER THAN 59 SF ARE NOT HABITABLE. 1'-021"

1'-421"

4'-921"

REFRG

13 SQ.FT.

TASHA & DOUG RESID. 19.3 SQ.FT. YES

EL.+0'-0" F.F.

AIR CALCULATIONS LIGHT CALCULATIONS 260 WEST END AVE SG FT Required SQ FT SQ FT Required COMPLIANT 5% OF AREA 1184 Provided BLOCK SQ FT Provided COMPLIANT 10% OF No.: AREA 10 LOTSQ. No.: FT. 12.5 SQ.FT. 6.9 SQ.FT. 13.8 19.1 SQ.FT. YES YES

109

108

NYC DOB Number:

234"

EL.+0'-0" F.F.

GFI E

ROOM NAME Rm No. Rm Name A7 STUDIO 107

PROPOSED RETRACTABLE PANELS

ISSUE:

121"

107

SCALE:EXISTING 1/4"=1'-0" BEAM PROJ. No.: 15RE08 ABOVE DRAWN BY: DATE: 10.12.2015 VT CHECKED BY: JG

1/4" = 1'-0" A 1

SCALE: 4

DATE:

STUDIO 138 (SF)

A-221.00

14'-4"

(E) BEAM

REMOVE EXISTING MILLWORK AND CLOSET DOORS AS SHOWN

1/2" = 1'-0"

REV:

3'-121"

4" (E) WALL BASE

5'-834"

5'-521"

121"

4'-1112"

9 F

35'-141"

541"

1114"

G EL.+0'-3/4" F.F.

W/D

260 WEST END AVE NY, NEW YORK 10023

4'-334"

EL.+0'-3/4" F.F.

TASHA & DOUG 3'-314"

OWNER

REMOVE EXISTING FLOOR. MAINTAIN EXISTING SUBFLOOR

PROPOSED RETRACTABLE PANELS

4'-334"

5'-821"

PROPOSED CASEWORK

TASHA SHOWN & DOUG RESID.

PROJECT

ENLARGED PLAN AT BEDROOM 3 - STUDIO

PARTITIONS AND CLOSET DOOR AS

NEW FINISH T.B.D.

OWNER

(E) PICTURE MOLDING

4'-334"

11'-512"

ELEVATION AT BEDROOM 3 - STUDIO

BLOCK No.: 1184 LOT No.: 10 MAP No.: 8C REMOVE EXISTING ZONING DISTRICT: R10A

(E) PICTURE MOLDING

PROJECT

(E) BEAM

3'-121"

EXISTING BEAM ABOVE

1'-2"

24"

4'-921"

1/2" = 1'-0" J

SCALE:

HU E

(E) BEAM

ELEVATION AT BEDROOM 3 - STUDIO

1/2" = 1'-0"

234"

1'-221" 9 7'-616 "

1'-021"

1'-421"

J7 SCALE:

A-221

OPEN TO BEYOND

18'-11"

4'-334"

14'-4"

4'-334"

T.O. FINISHED FLOOR EL 3 +0'-0"

ISSUE:

121"

B.O. CEILING EL +8'-9 1/16" B.O. BEAM EL +8'-0"

1'-2"

U:\Projects\15RE08 260 W End Ave\20 DRAWINGS\23 SHEETS\15RE08_A221.00 PLAN ENLARGE-ELEV-BEDROOM 3-STUDIO.dwg

3'-121"

1114"

11'-512"

541"

4'-1112"

PROPOSED WALL BASE

5'-834"

architecture, DPC

A-221.00

DRYER AND WASHER

Architect

315 West 39th Street, ste 1104, New York, NY 10018

T.O. FINISHED FLOOR EL +0'-0"

8'-0"

NEW FINISH T.B.D.

(E) PICTURE MOLDING

(E) BEAM

N/A LEGEND AND NOTES

SCALE: REMAIN

EXISTING BEAM ABOVE TO REMAIN

NTS

REMOVE EXISTING PARTITIONS AND DOOR AS SHOWN

NYC DOB Number:

1/4" = 1'-0" A 1 PROPOSED (E) BEAM RETRACTABLE PANELS

EXISTING ELECTRICAL PANEL TO REMAIN

9 65'-316 "

PROPOSED RETRACTABLE PANELS

EXISTING WINDOW TO REMAIN

DEMOLITION FIRST FLOOR

EXISTING BEAM ABOVE TO

SCALE: 1/4"=1'-0" architecture, DPC PROJ. No.: 15RE08 Architect DATE: 10.12.2015 DRAWN BY: VT CHECKED BY: JG

315 West 39th Street, ste 1104, New York, NY 10018

(E) BEAM

REMOVE EXISTING PARTITIONS AND DOOR AS SHOWN SCALE:

demo plan

EXISTING WINDOW TO REMAIN

EXISTING BEAM ABOVE TO REMAIN

(E) BEAM

1 916 "

EL +8'-0" 6 B.O. CEILING EL +8'-9 1/16" B.O. BEAM EL +8'-0"

NEW FINISH T.B.D.

4 (E) PICTURE MOLDING

7 516 "

1/2" = 1'-0" 7

(E) PICTURE MOLDING

(E) WALL BASE

T.O. FINISHED FLOOR EL +0'-0"

SCALE:

1/2" = 1'-0"

SCALE:

1/2" = 1'-0"

2'-834"

ELEVATION AT BEDROOM 3 - STUDIO

3'-234"

13'-10"

T.O. FINISHED FLOOR

EL +0'-0" 3 - STUDIO ELEVATION AT BEDROOM

6'-834"

1'-834" 1'-0"

ELEVATION AT BEDROOM 3 - STUDIO

3'-1"

3'-034"

2'-821"

1'-8" 6"

SCALE:

4'-234"

1/2" = 1'-0" J

SCALE:

4'-421"

3'-234"

3'-9"

7'-521K"

(E) WALL BASE

T.O. FINISHED FLOOR EL +0'-0" ELEVATION AT BEDROOM 3 - STUDIO

1/2" = 1'-0" J

(E) BEAM

J1 SCALE:

821" 3'-434"

1114"

1'-2"

floor plan

5'-2"

4'-10" 4

4'-10"

1'-8"

5'-6" SCALE:

2'-921"

2'-6"

SCALE:

3'-4"

7'-1"

3'-741" 260 WEST END AVE NY, NEW YORK 10023

2'-6"

6'-2"

2'-9" 7"

5'-821"

12'-934"

6'-10"

PLAN, ELEVATION: .STUDIO BEDROOM

8'-7"

13'-4"

STUDIO BEDROOM

A-221.00

PROJECT

NYC DOB Number: SCALE: 1/4"=1'-0" DATE: 10.12.2015

11'-521"

TASHA &ELEVATION: DOUG PLAN,

1/4" = 1'-0" A 1

2'-921"

RESID.

260 WEST END AVE 260 WEST END AVE NY, NEW YORK 10023 NY, NEW YORK 10023

SCALE: 1/4"=1'-0" DATE: 10.12.2015

1/4" = 1'-0" A 1

1 2'-10" 1'-84"

TASHA & DOUG TASHA & DOUG

1'-8" 3

6'-4"

260 WEST END AVE ZONING DISTRICT: R10A NY, NEW YORK 10023

5'-834"

OWNER PROJECT OWNER

4'-1112"

1'-521"

LOT No.: 10 & DOUG RESID. TASHA MAP No.: 8C

541"

2'-0"

1 1" 1'-112"

3'-541"

4'-1112"

2'-6"

9'-641"

3'-121"

7'-041"

3'-021"

4'-121" 3'-314" 3'-314"

4'-11"

3'-121"

1'-121"

3'-121"

3'-0"

3'-941"

5'-834"

4'-921"

8'-1021"

2'-1021" 5'-334"

1'-2"

541" 1'-521"

3'-1"

3'-0"

3'-941"

4'-2"

3'-0"

2'-241" 121" 1'-8"

35'-141"

541"

2'-9"

PROJ. No.: 15RE08 DRAWN BY: VT CHECKED BY: JG

A-221.00 . PROJ. No.: 15RE08 DRAWN BY: VT CHECKED BY: JG 4'-921" .

2'-034" 1'-021"

3'-0" NYC DOB Number: 5'-034"

1'-021"

3'-121"

4'-921"

4'-6"

1'-421" 321" 3'-2" 321" 3'-121"

1'-0"

2'-0"

3'-021"

1'-8"

6'-241"

1'-8"

6'-241"

2'-841" 4'-1021"

2'-241" 521"

3'-6"

521"

3'-6"

1'-934"

334"

2'-121"

3'-314"

REV:

DATE:

ISSUE:

3'-121"

234" 4'-334"

FIRST FLOOR

260 WEST END AVE

BLOCK No.: 1184 LOT No.: 10 MAP No.: 8C ZONING DISTRICT: R10A

4'-334"

1'-021"

ENLARGED PLAN AT BEDROOM 3 - STUDIO

1/2" = 1'-0" 7

WORKING ROOM

WALNUT PARTITION

TASHA & DOUG RESID.

WORKING ROOM SIDE VIEW (OPENED PANELS) D

OWNER

4'-334" 1'-2"

1114"

541"

4'-1112"

260 WEST 11/ 23/ 15 END AVE NY, NEW YORK 10023

TASHA & DOUG 260 WEST END AVE NY, NEW YORK 10023

PLAN, ELEVATION: STUDIO BEDROOM .

5'-834"

11'-512"

ENLARGED PLAN AT BEDROOM 3 - STUDIO SCALE: 3

1/4" = 1'-0" A 1

A-221.00 SCALE: 1/4"=1'-0" DATE: 10.12.2015 NYC DOB Number:

WORKING ROOM SIDE VIEW (CLOSED PANEL) 260 WEST END AVE

12'-1034"

4'-1" 2'-0"

8'-321"

3'-0" BLOCK No.: 11844" LOT No.: 10 MAP No.: 8C ZONING 260 WESTDISTRICT: END AVE R10A

121"

flexible space

1'-421"

ISSUE:

F 5'-521"

121"

1114"

BLOCK No.: 1184

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

ELS

3'-121"

5'-0"

11'-512"

ENLARGED PLAN AT BEDROOM 3 - STUDIO

PROPOSED RETRACTABLE PANELS

4'-334"

4'-921"

3'-021"

ISSUE:

DATE:

260 WEST END AVE

11'-512"

SCALE:

260 WEST END AVE

1/2" = 1'-0" 7

1'-021"

13 14'-4"

234"

H SCALE:

3'-121"

1'-421"

1/2" =WALL 1'-0"BASE PROPOSED

4'-921"

234"

WALNUT PARTITION

1'-021"

2'-10"

8'-8"

1/2" = 1'-0"

1'-421"

A-221

PROPOSED WALL BASE

2'-10"

121"

1'-1" 4'-6"

J7 A7

PROPOSED RETRACTABLE PANELS

WORKING ROOM

A-221

3'-021"

5'-521"

14'-341"

9'-4"

107

4'-334"

PROPOSED PICTURE MOLDING

PROPOSED RETRACTABLE PANELS

STUDIO 138 (SF)

DATE:

REV:

107 STUDIO 138 (SF)

REV:

11"

4'-5"

(E) BEAM

4'-334"

14'-4"

PROPOSED PICTURE MOLDING (E) BEAM

5'-821"

234"

(E) BEAM PROPOSED RETRACTABLE PANELS

4'-334"

16'-141"

(E) BEAM

ELEVATION AT BEDROOM 3 - STUDIO 13

11'-921"

234" 4'-3342"3"

1/2" = 1'-0"

4'-334"

1/2" = 1'-0"

M SCALE:

4'-334"

SCALE:

(E) BEAM

(E) WALL BASE

(E) BEAM

121"

4'-5"

STUDIO 138 (SF)

2'-1041"

1'-3"

T.O. FINISHED FLOOR

Architect

5'-521"

8'-11"

107

architecture, DPC

315 West 39th Street, ste 1104, New York, NY 10018

5'-821"

PROPOSED RETRACTABLE PANELS

1'-021"

T.O. FINISHED FLOOR

ELEVATION AT BEDROOM 3 - STUDIO EL +0'-0"

EL +0'-0" ELEVATION AT BEDROOM 3 - STUDIO

PROPOSED RETRACTABLE PANELS

4'-621"

1'-2"

1/2" = B1'-0"

(E) WALL BASE

10'-5"

8'-0"

T.O. FINISHED FLOOR EL +0'-0"

121"

1'-2"

PROPOSED CASEWORK

17'-0"

8'-0"

4'-334"

1'-0"

1 916 "

8'-0"

B.O. CEILING EL +8'-9 1/16" B.O. BEAM EL +8'-0"

1 916 "

B.O. CEILING EL +8'-9 1/16" B.O. BEAM EL +8'-0"

PROPOSED CASEWORK

14'-4"

1 916 "

7 516 "

EL +8'-9 1/16" B.O. BEAM EL +8'-0"

4'-334"

1'-8"

4'-334"

(E) PICTURE MOLDING

B.O. CEILING ELEVATION AT BEDROOM 3 - STUDIO

4'-334"

5'-821"

4'-334"

9'-634"

3'-134"

NEW FINISH T.B.D.

1'-2"

T.O. FINISHED FLOOR EL +0'-0" ELEVATION AT BEDROOM 3 - STUDIO

9 7'-616 "

11/ 23/ 15

T.O. FINISHED FLOOR EL +0'-0" 6

(E) PICTURE MOLDING

1'-2"

9 7'-616 "

OPEN TO BEYOND

U:\Projects\15RE08 260 W End Ave\20 DRAWINGS\23 SHEETS\15RE08_A101_FLOOR PLAN.dwg

9 7'-616 "

FRONT VIEW

OPEN TO BEYOND

(E) PICTURE MOLDING NEW FINISH T.B.D.

F 7

1'-3"

1'-221"

(E) PICTURE MOLDING (E) BEAM (E) BEAM

B.O. CEILING EL +8'-9 1/16" B.O. BEAM EL +8'-0"

(E) PICTURE MOLDING

1'-2" 1'-0"

(E) BEAM

B.O. CEILING EL +8'-9 1/16" B.O. BEAM EL +8'-0"

1'-221"

U:\Projects\15RE08 260 WDRAWINGS\23 End Ave\20 DRAWINGS\23 SHEETS\15RE08_A221.00 PLAN ENLARGE-ELEV-BEDROOM 3-STUDIO.dwg U:\Projects\15RE08 260 W End Ave\20 SHEETS\15RE08_A221.00 PLAN ENLARGE-ELEV-BEDROOM 3-STUDIO.dwg

SCALE:

(E) BEAM

8'-0"

278" 8'-0" 8'-0"

7'-981"

B.O. CEILING EL +8'-9 1/16"

ENLARGED PLAN ATBEAM BEDROOM 3 - STUDIO B.O.

1 916 "

7'-981"

LNUT PARTITION

1 916 "

278"

1 916 "

(E) PICTURE MOLDING

EL +8'-0" 13 B.O. CEILING EL +8'-9 1/16" B.O. BEAM EL +8'-0"

8 (E) BEAM

7 516 "

ROOM A

LIGHT AND AIR REQUIREMENTS

9 7'-616 "

B.O. CEILING EL +8'-9 1/16"

ELEVATION AT BEDROOM 3 - STUDIO B.O. BEAM

9 7'-616 "

T.O. FINISHED FLOOR EL +0'-0" 13

PROJECT

= 1'-0" 7

DATE:

T.O. FINISHED FLOOR EL +0'-0" RELOCATE EXISTING

ELECTRICAL PANEL 5'-521"

121"

REV:

107 STUDIO 138 (SF)

U:\Projects\15RE08 260 W End Ave\20 DRAWINGS\23 SHEETS\15RE08_D101_REMOVAL PLAN AND NOTES.dwg

4'-334"

ELEVATION AT BEDROOM 3 - STUDIO

REMOVE EXISTING KITCHEN CABINETS BATHROOM: REMOVE EXISTING MILLWORK AND FIXTURE.

(E) WALL BASE

T.O. FINISHED FLOOR EL +0'-0"

234"

5'-821"

7'-981"

8'-0"

4'-334"

PROPOSED RETRACTABLE EXISTING WINDOW PANELS TO REMAIN

9 7'-616 "

4'-334"

= 1'-0"

K11

LEGENDS AND GENERAL NOTES

11/ 23/ 15

PROJ. No.: 15RE08 DRAWN BY: VT CHECKED BY: JG .

The Process 7

The project started with a site survey that included measurements and documentation through photos. We then proceeded to draw up the existing conditions. We dove into the design of the space and determining what was the best way to merge the two units. After several meetings with the client and finalizing the design we worked on a bidding set followed by a construction set. Several issues were resolved during the construction phase witch required the development of detail drawings.

M FRONT VIEW 11/ 23/ 15

Pg. 9

10 Solar Collector Installation Installation for Hot Water Production, Sevilla Final Master Project Type: Solar Installation - Sustainability Location: Sevilla, EspaĂąa Date: 2020 This project consists of designing a solar collector installation for the production of domestic hot water in a multi-purpose building, office and residential, in Sevilla while meeting the guidelines given in the corresponding building code. Two different building codes were analyzed when designing this installation, the Codigo Tecnico de la Edicifacion and the Ordenanza municipal de Sevilla. In this case the Ordenanza Municipal was the determining code to follow given the fact that it is more restrictive and its more local to the project location. The installation was then taken through the construction process as a project manager. It was taken through the different stages of construction, from the architectural project to project delivery.

Pg. 10

BUILDING

Analyze the building to define its use, demand and shadow free area on the roof.

BUILDING CODE REQUIREMENTS Two preconditioning models were studied through the Censolar system. CTE and the OMS

HYDRAULIC CONNECTION Realized various connection tests in regards to the primary circuit until the optimum was reached.

INSTALLATION TYPOLOGY

Three typologies of Installation schemes were studied and compared in TRANSOL.

methodology

area on roof for solar collection

ground floor - offices

level 1-3 - residential

1 - Determine the consumption demand of domestic hot water used by the building on a daily basis: •71 total users in the building with a consumption of 40 liters per residential user and 2 liters per office user. •Total of 1.330 liters of daily domestic hot water consumption. 2- Determine the minimum annual solar contribution required by according to the location of the installation: •Location Sevilla, Spain - Climate zone 5 •Annual energy demand - 59,808 MJ/yr OR 16,613 Kw/yr •Required annual solar contribution - 67% •Minimum annual solar contribution - 40,071 MJ/yr OR 11,131 MJ/yr 3- Select solar collector based on proximity to installation location, performance, type of hydraulic connection and cost: •Brand - Termicol •Collection surface - 2.4 m² •Model - T10S • Optical Performance - 0.803 4- Determine the final net E that can be produced based on the available collection surface and the possible loses due to climate: •Total annual net E to be produced - 1,292.29 MJ/ m²-mes per solar collector 5- Determine the collection surface needed to produce the required energy and solar contribution: •Total surface needed - 31.01m² •Total number of solar collectors - 31.01 m² / 2.4 m² = 13 solar collectors dimensioning the installation based on building code requirements Pg. 11

Primary Circuit: Parallel This type of connection lets us have the installation in sectors, this means that we have the possibility to enable a whole row of solar collectors with out affecting the entire installation. This lets us perform maintenance work more easily or be able to do repairs in case they are needed with out shutting down the entire installation. If one row of the installation is shut down, the other row has the ability to function independently. hydraulic connection TIPOLOGÍA 2 – PARALELO TIPOLOGÍA 2 – PARALELO

Transol Typology: SCH206 Centralized Once the hydraulic connection is selected we can proceed to develop the extent of the installation all the way to the consumption points, where the users utilize the domestic hot water. The selected typology was SCH206, a centralized installation. Composed of a centralized water tank and centralized auxiliary equipment. This allows us to reduce heat loss, have all equipment in one space and be able to do maintenance more efficiently. installation typology

Installation Equipment Utilized the space available on the roof to develop a technical room that would allow us to house the majority of the equipment needed and used for the installation. A technical room is beneficial because not having the equipment exposed to the elements gives the installation a longer life cycle and it also makes the maintenance more affordable. technical room Pg. 12

Management of the Technical Project Budget Components

Amount

Direct Costs

44,654.19

Indirect Costs

1,339.63

Execution

45,993.82

Execution by Contarct

49,351.36

Tax

10,363.79

Total with Tax

59,715.15

Definate Total

65,524.05

Main Construction Units to Consider:

Aspects to Consider with Providers:

•Solar Collector •Support Structure •Water Deposit •Heat Exchangers

•Description •Quality •Lead Times •Execution Time •Cost

These are considered to be the main construction units because they have the biggest impact to the budget.

Id 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23

Modo de Nombre de tarea tarea

Starts by identifying the agents that will intervene through the project. As project manager it is important to map out who these agents are and what their responsibilities are. The second stage is to compose a budget that will take into account the different aspects of a project; direct costs, indirect costs, execution, execution by contract, tax and professional fees.

Management of Fabricators, Subcontractors and Providers

•Payment conditions •Guarantees •Environment •Maintenance service •Maintenance cost

It’s important to identify the project’s construction units, this allows us to start coordinating with subcontractors and providers in order to complete the project efficiently. When dealing with the providers it is important to have criteria guidelines, this aids us in the selection of these providers.

Duración

OBRA GENERAL 70 días Tramites Previos a Ejecuccion 45 días Adjudicacion del Proyecto 5 días Redaccion del proyecto Ejecutivo 25 días Inspeccion de Tuberia y Conencciones del Edificio 5 días Solicitud y Obtecion de Licencias 30 días Autorizacion Administrativa 20 días Instalacion 10 días Tareas Previas 5 días Estudio & Refuerzo Estructural 5 días Sala de Maquinas 5 días Instalacion Solar Termica 5 días Pruebas Finales & Puesta en Marcha 1 día Tramites tras Finalizar la Obra 15 días Acta Fianl de Obra 1 día Acta de Finalizacion de Coordinación SS 1 día Redaccion del Proyecto As Built 5 días Certificado Posterior 5 días Documentacion de Seguimineto de Obra 10 días Libro del Edificio 10 días Certificado de Control de Calidad 10 días Certificado Final de Obra 10 días Acta de Recepcion de Obra 5 días

Comienzo

Fin

lun 27/01/20vie 01/05/20 lun 27/01/20vie 27/03/20 lun 27/01/20 vie 31/01/20 lun 03/02/20 vie 06/03/20 lun 10/02/20 vie 14/02/20 lun 17/02/20 vie 27/03/20 lun 02/03/20 vie 27/03/20 lun 30/03/20vie 10/04/20 lun 30/03/20 vie 03/04/20 lun 30/03/20 vie 03/04/20 lun 06/04/20 vie 10/04/20 lun 06/04/20 vie 10/04/20 vie 10/04/20 vie 10/04/20 lun 13/04/20vie 01/05/20 lun 13/04/20 lun 13/04/20 lun 13/04/20 lun 13/04/20 lun 13/04/20 vie 17/04/20 lun 20/04/20 vie 24/04/20 lun 13/04/20 vie 24/04/20 lun 13/04/20 vie 24/04/20 lun 13/04/20 vie 24/04/20 lun 13/04/20 vie 24/04/20 lun 27/04/20 vie 01/05/20

febrero 2020 marzo 2020 abril 2020 mayo 2020 20 23 26 29 01 04 07 10 13 16 19 22 25 28 02 05 08 11 14 17 20 23 26 29 01 04 07 10 13 16 19 22 25 28 01 04 07 10 13

Promotor Project Manager

Proyectista Project Manager DF & Promotor

Director de Obra Contratista

Contratista

Constratista & EC DF & Tercero

Director de Obra Coordinador SS

Director de Obra Tercero

Director de Obra Director de Obra DO & DF DO & DF

Contratista

Management of the Construction Process The most important aspect of the construction process is the planning. It is absolutely imperative to have a good planning schedule, with out this it is almost impossible to complete a project in a timely manner. It is an efficient way to make sure things are completed on time. Proyecto: 4.3_Planificacion Glob Fecha: vie 24/01/20

Tarea

Tarea inactiva

Informe de resumen manual

Hito externo

División

Hito inactivo

Resumen manual

Fecha límite

Hito

Resumen inactivo

solo el comienzo

Tareas críticas

Resumen

Tarea manual

solo fin

División crítica

Resumen del proyecto

solo duración

Tareas externas

Progreso

Progreso manual

Pg. 13

14 Eco-Manzana Sustainable Urban Intervention, Barcelona Master’s Project Type: Urban design Location: Barcelona, España Date: 2019 This project consisted of designing an entire block in Barcelona’s upcoming neighborhood of Poble Nou while incorporating a sustainable urban approach to integrate the structures and buildings with in the block. Ultimately integrating the block into the neighborhood through the use of sustainable strategies that will better the community as a whole. We started the project by analyzing the block as well as its surroundings. We established the current uses present throughout the block and studied what is the current condition of all the structures. This enabled us to start with an initial approach of taking advantage of the structures that were all ready adding to the over all block. The concept for the project is to use the synergistic relationship between the existing activities; creating synergy between the different activities that take place and the residential aspect. The strategy the project is to implement a circular economy principle where cycles of food, waste and water are associated to each other and taken advantage of to make the entire block operate in a more sustainable way.

Pg. 14

super block and main axes

concept - synergy

use

education

green points - recycling

building conditions

food markets

green spaces

pre-existing conditions Pg. 15

Intervention Proposal After analyzing the structures with in the block we determined what were the essential buildings that should remain and what were the structures that could be substituted or reformed. From that point we established the structures that could be demolished, keeping in mind the functionality of the block as a whole. current surface

surface to substituted

surface to demolish

Intervention Proposal When intervening in this block, we focused on two main aspects. The first was to incorporate strategic buildings and structures that would add not only benefits to the block but the entire community. We added residential, office, food, and greenhouse program to enhance the functionality of the block. The second focus was the green space, we felt that it was important to create a porosity where the interior of the block would become gathering place for the community.

public space proposal

Pg. 16

Intervention Proposal

resulting surface

proposed surface

surface before proposal

surface after proposal

Once we identified the structures that were to be substituted or demolished we established the resulting surface, these are the structures and buildings that bring value to the block and over all community. We then proposed a series of structures that would tie the block together while incorporating the functions that the block was lacking. We put a large focus on the public space, we felt that it was a very important aspect that brings the community together.

Intervention Proposal Sustainability is about efficiency; reducing, recycling and reusing. We strived to create a block with green spaces that would allow its residents to interact in new ways while bringing in the community. We reduced the footprint of the overall structures in the block, this allowed us to have a more dynamic environment. We recycled and reformed many of the structures while giving them new life.

eco-manzana

We reused and added potential to the distinct programs that already made up the block. This gives the community a sense of ownership and pride for their spaces. Pg. 17

Relationship to the Surrounding Context The relationship between the built environment and the public space is the essence of Poble Nou. The upcoming neighborhood is always implementing public works to benefit its residents, making sure that the block was well integrated to the neighborhood was very important. We achieved this through green spaces and its relationship to the over all context. It was also important to tie in the block to the main axes that are currently found in the neighborhood of el Poble Nou. Tying into these axes gives the block more potential to become a successful project for the entire community.

Pg. 18

Relationship to the Surrounding Context The green open space became an integral part of the proposed sustainable block. It was important to provide spaces for its residents that would provide well being, a sense of pride and ownership. We provided public spaces with different qualities and functions to make sure residents of all ages could take advantage of these. Pg. 19

20 Centro Comunitario Union Urban Regeneration for Union de S.A. Jal. Mex. Undergraduate Thesis Studio Type: Urban Design Location: Union de San Antonio. Jalisco, Mexico Population: 15,484 Date: 2017 This project analyzes the deficiencies that Union de San Antonio has and attempts to solve some of the major issues that are preventing the adequate and continuous growth of the town. Through the use of a strategic community center that will work as a catalyst; by providing different activities and allocated spaces for the distinct age groups with in the community. The project will have continuous use through out the day and the entire year. Through the implementation of a new community center along with urban interventions through out the town and the adjacent areas to the community center. This projectâ&#x20AC;&#x2122;s goal is to promotes community interaction and growth.

Pg. 20

built vs. unbuilt

current issues

development over time

Project Intent

Existing Conditions These diagrams analyze the existing conditions of the town and provide a better understanding of the elements that make up the town. The current issues are identified, the aspects that are not working well or not working at all, are identified and analyzed. The project intent is a response to the current issues of the town.

green spaces & institutions

It identifies the things that can be done to address some of the issues present in the town. The project intent is proposed as a two phase project that will allow the town to grow into the future.

Pg. 21

site intent Program Square Footages Young Adults

Art Classes

Youth

Dance Classes Sports Activities Aquatics

Children

Playground

Auditorium

Flexible Space - 3,000 sf Food Vendors - 200 sf ea

Children

Youth

Young Adults

Classrooms - 300 sf ea

Classrooms - 600 sf ea

Crafts Room - 500 sf

Dance Room - 600 sf

Playground - 3,000 sf

Gymnasium - 6,500 sf

Daycare - 1,000 sf

Seniors Classrooms - 600 sf

Multimedia Room - 600 sf

Cooking Room - 1,200 sf

Work Shop Rooms - 300 sf

Flexible Space - 2,000 sf

Shared Work Space - 900 sf

Park- open area

Small Library - 600 sf

Bus Station - 40,000 sf *

Dance Dan Room - 600 sf Gym - 3,000 sf

Yoga

Flexible Spaces

Adults

Classrooms - 600 sf ea

Projection Room - 1,200 sf

Pool - 3,000 sf

Crafts

Aquatics Art Classes

Auditorium - 5,000 sf (600 ppl)

Classes Cooking Classes Pool Aquatics

Art Classes Crafts Daycare

Common

Computer English Classes Classes Music Pool Dance Classes Music Small Classes Classes Dance Gym Library Media Projection Adults Gym Classes Room Room Projection Training Shared Rooms Training Workspace Room Art Classes Rooms Small Classes Pool Library Gym English Computer Classes Classes

Walking Food Vendors Pool Park

Social Dinneres

Seniors

Total: 14,000 sf * not inluding bus station

Total: 6,300 sf

Total: 4,200 sf

Total: 6,500 sf

Total: 10,800 sf

Total: 3,800 sf

Program Total: 45,600 sf Site Square Footage: 72, 200 sf 37% Open Space when all program is one level

Common

massing development

program relationships Pg. 22

ground floor

second floor

elevated bridge to crosswalk

funneling site entry

green roof to green roof

exterior seating

exterior pocket

classroom

moments

multi-functionality Pg. 23

farmers market

food vendors flea market

community functions to move under canopy

historical archwaycurrent threshold

satellite town center future town center

historic center

shift in town center

pedestrian bridgeintermediate threshold

large canopynew threshold

transition of town arrival / threshold

Pg. 24

movement by age group

overlay

adjust/trim

solids vs voids

fabric

Pg. 25

26 Bridging Communities Housing Project for Two Bridge Area, New York Undergraduate Project Type: HOUSING Location: TWO BRIDGE AREA, MANHATTAN, NY Date: 2015 This project utilizes itâ&#x20AC;&#x2122;s unique New York City site condition to not only house individuals, but also encourage community interaction. Located with in a series of through lots, this project develops has a porous element that allows two different communities, one located to the north and the other to the south, to pass through or gather with in the buildingâ&#x20AC;&#x2122;s public spaces. The building becomes a node where the two communities can interact with each other. The interior court yard becomes a place that is open to the community not just its residents, this allows the people from the community to have more interaction with one another.

Pg. 26

site

n. to s. connection

extrusion

ground level

program typical plan

roof level

roof level Pg. 27

elevations

passive strategies

Pg. 28

units & flexibility

two level unit - possible configurations Pg. 29