TWO4DESIGN FIRM PROFILE

TWO4DESIGN ARCHITECTURE FIRM PROFILE
75-07 64TH Pl. (Suite 1L) Glendale NY 11385
Ph: 347-985-0870 E: [email protected]

PROFILE Two4Design Architecture PLLC, a firm in development since 1998, started in Brooklyn, New
PARTNERS York as a joint effort between two Architects. The firm's goal through each project is
exceptional design; commitment to the particularity of place and user; and for the sensitivity
and consideration of the impact of a built structure on the natural environment.

Our array of experience in projects range from high end residential design to restoration
and renovation of historic buildings to green roofs and parks. Both partners have different
sets of skills, which during design charrettes complement each other, to reach a particular
aesthetic solution to meet the client’s needs. Two4Design respects the sensitivity to the
existing buildings and architectural fabric. When working with historic buildings
Two4Design does the due diligence to research the history, understand the original
materials of the structure to successfully restore or renovate the building working along with
the governing landmarks preservation agencies.

The founding partners at Two4Design Architecture PLLC, Melissa R. Caruso and Harold A.
Martinez, are both graduates of Pratt Institute's School of Architecture. Combined they have
over 30 years of architectural experience in many fields within the architectural practice.
Both partners have worked directly with Clients from project start to finish to successfully
complete projects on schedule and within budget.

Melissa R. Caruso, A.I.A is a registered architect in the State of New York who has
predominately worked on residential, commercial and institutional architectural design. In
her 15 years of experience, Melissa has worked as a project manager in various firms such
as the Pratt Center for Community Development, Dennis Wedlick Architects and Li-Saltzman
Architects. Melissa has experience working with the New York City Building Department,
the New York City Landmarks Preservation Commission, the New York City Planning
Department, as well as various New York State agencies such as the Office of Victim
Services.

At the Pratt Center for Community Development, Melissa worked on various not-for profit
projects that included the design of a six-story single residence occupancy building (120
units), several community day care centers as well as public space design. At Dennis Wedlick
Architect, Melissa was a designer and project manager for award winning high end
residential projects of various sizes. At Li-Saltzman Architects, Melissa's experience was
mainly in detail design of various projects of historic nature.

Harold A. Martinez, A.I.A is also a registered architect in the State of New York, specializing
in forensic architecture, exterior facades and building envelope solutions. Harold has
worked at Wiss Janney Elstner Architects, Superstructures, Li-Saltzman Architects and
Howard Zimmerman Architects, all firms specializing in the science of building envelopes.

Harold has extensive experience working with historic buildings and working with the New
York City Landmarks Preservation Commission as well as the New York Landmarks
Conservancy. As Project Architect at Li-Saltzman Architects, Harold was part of a
preservation team that received preservation awards from the Victorian Society in America
Metropolitan Chapter for the preservation of Tifereth Israel in Queens (2012) and the
preservation of Mt. Lebanon Baptist Church in Brooklyn (2012) as well as New York
Landmarks Conservancy Lucy G. Moses Preservation Award for Brown Memorial Baptist
Church (2012).

BUILDING DESIGN . RESTORATION AND RENOVATION . INTERIORS

TWO4DE SIGN ARCHITECTURE PLLC

75-07 64th PLACE SUITE 1-L GLENDALE, NY 11385 [email protected]

PROFFESIONAL American Society of Architects – New York City Chapter (AIA) New York, NY
AFFILIATIONS National Council of Architectural Registration Boards (NCARB) Queens, NY

CURRENT PROJECTS The Philippine Center New York Jersey City,
Bronx, NY
• Facade Repairs
• Roof Replacement New York,
• Change of Certificate of Occupancy New York, NY
The New Life Fellowship Church
(NYC & NYS Landmark, National Register of Historic Places) Queens,
New York, NY
• Exterior Restoration
• Roof Recovery New York,
Trump Plaza Amenities Deck Restoration New York,
NJ New York, NY

• Green Roof Recovery
• Amenities Deck Restoration and Waterproofing
St. Anselm Catholic Church
(NYC & NYS Landmark, National Register of Historic Places)
• Exterior and Interior Restoration
Bleecker Street Townhouse
NY

• Four Story Town House Renovations
Striver's Row Townhouse
(NYC & NYS Landmark, National Register of Historic Places)

• Exterior Restoration
• Interior Renovation
Yellowstone Towers
NY

• Activity Center Locker Room Design
• Building Riser Diagrams
ABC Television Networks

• 147 Columbus Avenue – Railing Inspections
• 47 West 66th Street – Railing Inspections
• 77 West 66th Street – Railing Inspections
• 125 West End Avenue – Fall Protection Design
River Terrace
NY
• NYC Local Law 11 Inspections – (F.I.S.P.)
• Balcony Repairs & New Railings
West 89th Street Apartment
NY
• Interior Renovation
Gramercy Park South Apartment

• Interior Renovation

BUILDING DESIGN . RESTORATION AND RENOVATION PAGE 2

TWO4DE TECTU . INTERIORS

75-07 64th PLACE SIGN ARCHI RE PLLC

SUITE 1-L GLENDALE, NY 11385 [email protected]

CLIENTS The Walt Disney Company (Disney Facilities and Support)
INSURANCE
Archdiocese of New York

The New York State Office of Victim Services
The New Life Fellowship Church
The Philippine Center (Office of the Consulate and Tourism)
Lindsay Park Housing Corp.
Gerard Towers Owners Corporation
Stuart & Alison Kauder
324 Bleecker Street LLC
Metro Management Development
Morgan Street Developers Urban Renewal Company
Frances LaBarre and Colin Greer

Two4Design Architecture is fully insured with General Liability insurance, Errors and
Omissions Insurance and an additional Umbrella Policy.

The Hartford General Liability

• $2,000,000 - General Liability per Occurrence
• $4,000,000 - General Liability Annual Aggregate
• $2,000,000 - Personal & Advertising Injury per Occurrence
• $4,000,000 - Products Completed Operations Aggregate
• $1,000,000 - Damage to Premises Rented to you
• $10,000 – Medical

Travelers Errors and Omissions

• $500,000 - Per Occurrence
• $1,000,000 - Annual Aggregate

The Hartford General Liability Umbrella

•$3,000,000 - Per Occurrence and Aggregate

BUILDING DESIGN . RESTORATION AND RENOVATION PAGE 3

TWO4DE TECTU . INTERIORS

75-07 64th PLACE SIGN ARCHI RE PLLC

SUITE 1-L GLENDALE, NY 11385 [email protected]

SAMPLE PROJECTS
ROOF SYSTEMS

ROOF RECOVERY

NEW LIFE FELLOWSHIP CHURCH, QUEENS NY



CONSTRUCTION NOTES TWO4DESIGN ARCHITECTURE PLLC
75-07 64TH PLACE, SUITE 1-L, GLENDALE, NY 11385
1. REMOVE AND DISCARD ALL TREES, SHRUBS AND GRASS. PROVIDE NEW TREES, SHRUBS AND
SCOPE OF WORK - LIMIT LINE GRASS TO MATCH EXISTING IN SPECIES. CONTRACTOR SHALL DOCUMENT ALL EXISTING T. 347.985.0870 E. [email protected]
LOCATIONS AND SPECIES TYPE PRIOR TO REMOVAL AND FOR THE PURPOSE OF REPLANTING.
GRAVEL GRAVEL 106-RUD TYPICAL AMENITIES DECK
4-BN WATERPROOFING
67-JS 2. REMOVE, STORE AND SALVAGE SOIL FOR REINSTALLATION. REMOVE AND DISCARD ALL
328-LIV 67-LIV SUB-SURFACE SAND OR DRAINAGE LIGHTWEIGHT FILL. PROVIDE OVERBURDEN AS SHOWN IN 88 MORGAN STREET
2-CF DRAWINGS. INCLUDE DRAINAGE MAT/PROTECTION BOARD THROUGHOUT AND JERSEY CITY, NJ 07302
POLYPROPYLENE GEOTEXTILE FABRIC AS SHOWN IN THE DRAWINGS. TYP.
NO. DATE ISSUE
3. CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR
5'-0" 6-CF GRASS LAWN 3-CF ELECTRICAL SERVICE TO OTHER PARTS OF THE BUILDING OR GARAGE WITHOUT 07/27/15 AMENITIES DECK REVISION
3-BN AUTHORIZATION OF THE CLIENT. PROJECT TEAM:
6-CF 72-LIV
FITNESS CENTER NIC 173-LIV 4. CONSTRUCTION WORK WILL BE CONFINED TO THE PROPOSED CONSTRUCTION AREA.
36-JS CONTRACTOR WILL MINIMIZE THE AMOUNT OF DUST, DIRT, OR OTHER SUCH
107-RUD INCONVENIENCES CREATED TO OTHER AREAS WITHIN THE AMENITIES DECK AND ADJACENT
AREAS.
31-PAN
69-JS 5. CONTRACTOR SHALL MATCH ALL EXISTING ELEVATIONS AS PER THE PROFFESIONAL SURVEY
PROVIDED IN THE DRAWINGS.

6. THE CONTRACTOR SHALL TEST ALL VISIBLE DRAINS AND SUBSURFACE DRAINS TO ENSURE THEY
ARE NOT CLOGGED. CLOGGED DRAINS SHALL BE REPORTED TO THE ARCHITECT AND CLIENT
AND SHALL BE SNAKED AND UNCLOGGED PRIOR TO START OF WORK. DRAINS SHALL BE
TESTED PRIOR TO COMMENCEMENT OF WORK AND AT PROJECT COMPLETION.

7. PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR SHALL TEST THE ELECTRICAL SYSTEM,
DECK LIGHTING AND PLANTER LIGHTING. PROVIDE A REPORT TO ARCHITECT / OWNER OF
RESULTS FOR REVIEW.

8. WHEN POSSIBLE CONTRACTOR SHALL TEST THE IRRIGATION SYSTEM. PROVIDE A REPORT TO
ARCHITECT / OWNER OF RESULTS FOR REVIEW.

DEMOLITION

9. CONTRACTOR SHAL DOCUMENT THE ENTIRE PLAZA IN PHOTOGRAPHS AND VIDEOS PRIOR TO
DEMOLITION FOR CATALOGING AND DOCUMENTATION PURPOSE.

10. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL FULLY BE PROTECTED FROM
DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL
MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER.

11. ALL MATERIALS CALLED TO BE SALVAGED SHALL BE STORED IN A SAFE LOCATION PROTECTED
FROM THE ELEMENTS TO PREVENT DECAY OR DETERIORATION OF THE MATERIAL.

GRASS LAWN GRASS LAWN
6-RUD
28-PAN 17-TO

24 LOR GRASS LAWN
823-PT
27-RUD
3-BN
24-PAN
GRASS LAWN

SYMBOL KEY SPECIES HEIGHT/ SPREAD ROOT COMMENT
ORNAMENTAL TREES

BN BETULA NIGRA HERITAGE 10'-0"-12'-0" BALL & BURLAP FULL HEAVY SPECIMENS

CF CARPINUS BETULUS FASTIGIATA 8'-0"-10'-0" BALL & BURLAP FULL HEAVY SPECIMENS 7-TO

CK CORNUS KOUSA 8'-0"-10'-0" BALL & BURLAP FULL HEAVY SPECIMENS 1-CK
EVERGREEN TREES THUJA OCCIDENTALIS 2-TO
JUNIPERUS SARGENTII 8'-0"-10'-0" BALL & BURLAP FULL HEAVY SPECIMENS 120-JS
TO 4-TO
SHRUBS 18-HS 4-CK

JS 18"-24" #2 CAN FULL PLANT 2" OC 6-TO
SPREAD #3 CAN FULL PLANT 2" OC HEDGE 9-TO
LOR LIGUSTRUM OBTUSIFOLIUM REGELIANUM 18"-24" ADJACENT TOWER NIC
SPREAD

GROUND COVERINGS 1 GALLON FULL PLANT 18" OC
HS HEMEROCALLIS STELLA DE ORO

LIV LIRIOPE MUSCARI VARIEGATA 1 QUART FULL PLANT 12" OC
PAN 2 GALLLONS FULL PLANT 24" OC
PENNISETUM ALOPECUROIDES NAT.
PT ARBORETUM FLATS FULL PLANT 3/SF
RUD 1 GALLON FULL PLANT 24" OC
PACHYSANDRA TERMINALIS

RUDBECKIA FULGIDA GOLDSTURM

DIMENSIONS PROVIDED FOR INFORMATION ONLY. DO NOT
SCALE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING
DIMENSIONS AND DETAILS IN FIELD. REPORT ANY DISCREPANCIES
TO THE ARCHITECT FOR RESOLUTION.

DRAWING TITLE:

6-TO 7-TO 7-TO
3-TO

SEAL & SIGNATURE: DATE:
07/ 24 / 2015

PROJECT NO:

1 PLANTING DIAGRAM: DRAWN BY:
JC
SCALE: 3/32" = 1'-0"
CHECKED BY:
HAM

SCALE:
SEE DWG.

DRAWING NO:

A-101.00

SHEET 05 OF 07

ALL DESIGNS , ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THESE
DRAWINGS ARE OWNED BY AND THE PROPERTY OF TWO4DESIGNARCHITECTURE
PLLC, AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE
PROJECT DESIGNATED. THE INFORMATION MAY NOT BE REPRODUCED, COPIED OR
RE-USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECTS.

c 2015 TWO4DESIGN ARCHITECTURE PLLC

8" MIN. EXISTING LIMESTONE COPING TO REMAIN TWO4DESIGN ARCHITECTURE PLLC
75-07 64TH PLACE, SUITE 1-L, GLENDALE, NY 11385
REMOVE AND SHORE OUTER WYTHE OF EXISTING
MASONRY. NEW BRICK TO MATCH EXISTING
EXISTING CMU WALL TO REMAIN

21" DRAINAGE MAT WITH FILTER FABRIC T. 347.985.0870 E. [email protected]
ROOT BARRIER

PARAPRO FLASHING MEMBRANE EXISTING BRICK "L" METAL PANEL (24 GA. GALVANIZED AMENITIES DECK
(FULLY ADHEREDD TO PREPARED MASONRY TO REMAIN SET IN PRO PASTE AND FASTEN @ WATERPROOFING
SURFACES) 6"O.C. STAGGERED)
EXISTING MASONRY TO REMAIN EXISTING CMU BACK UP WALL
NEW/ SALVAGED 21" DRAINAGE BOARD WITH FILTER 8" MIN.
LIGHT WEIGHT FABRIC ROOT BARRIER 121" MIN. REMOVE AND SHORE OUTER WYTHE OF 88 MORGAN STREET
JERSEY CITY, NJ 07302
SOIL FILL PARAPRO FLASHING MEMBRANE EXISTING MASONRY. NEW BRICK TO EMSEAL OR APPROVED EQUAL
(FULLY ADHEREDD TO PREPARED MATCH EXISTING WATER PROOF JOINT FILLER
SURFACES)
PARAPRO FLASHING MEMBRANE (FULLY PARAPRO FLASHING MEMBRANE (FULLY NEW PLANTER LEVELS TO MATCH NO. DATE ISSUE
ADHEREDD TO PREPARED SURFACES) DRAINAGE MATT / PROTECTION ADHEREDD TO PREPARED SURFACES) EXISTING. REFER TO SURVEY FOR
BOARD NORE INFORMATON, TYP.
PARAPRO ROOF MEMBRANE
(FULLY ADHEREDD) 8" MIN. EXISTING STAINLESS STEEL METAL
BASE-PLY (P-20 TG FULLY TO REMAIN
ADHERED TO PREPARED/PRIMED
SURFACE ) 21" DRAINAGE BOARD WITH FILTER FABRIC ROOT BARRIER

EXISTING CONCRETE SLAB PARAPRO FLASHING MEMBRANE (FULLY
ADHERED TO PREPARED SURFACES)

NEW/ SALVAGED LIGHT WEIGHT SOIL FILL 07/27/15 AMENITIES DECK REVISION
PROJECT TEAM:
NEW SAND BED
POLYPROPYLENE GEOTEXTILE FABRIC

PARAPRO FLASHING MEMBRANE (FULLY NEW BED OF 1 GRAVEL 3" 3" DRAINAGE MATT / PROTECTION BOARD 3" 3"
ADHERED TO PREPARED SURFACES) 2 NEW 21" GRAVEL
TERABASE AND TERANAP SYSTEM (FULLY
NEW POLYPROPYLENE GEOTEXTILE FABRIC ADHERED)

DRAINAGE MATT / PROTECTION BOARD NEW SAND BED BASE-PLY (P-20 TG FULLY ADHERE TO
PREPARED/PRIMED SURFACE )
TERABASE AND TERANAP SYSTEM (FULLY ADHERED) SALVAGED LIME STONE PAVERS
EXISTING CONCRETE SLAB
BASE-PLY (P-20 TG FULLY
ADHERED TO
PREPARED/PRIMED
SURFACE )

1 SECTION DETAIL AT THROUGH STAIRS 2 SECTION DETAIL AT PARAPET WALL 3 SECTION DETAIL THROUGH BUILDING PERIMETER 4 SECT. DTL. THROUGH EXP. JOINT AT PERIMETER

1 1/2" = 1'-0" 1 1/2" = 1'-0" N.T.S. N.T.S.

SALVAGED OR NEW 1'-0" WIDE X 2' THICKNESS ELKIN NEW SEALANT AND BACKER ROD AT ALL EXISTING LIMESTONE CAP
LIMESTONE PAVER BORDER WITH SANDBLAST FINISH EXISTING COPING STONES TRANSVERSE TO REMAIN
JOINTS, TYP.
NEW POLYPROPYLENE GEOTEXTILE FABRIC
SALVAGED OR NEW 24"X 24"X 2" EXISTING LIMESTONE CAP TO REMAIN WATERPROOFING MANUFACTURES
NEW SAND SETTING BED THICKNESS ELKIN LIMESTONE PAVER RECOMMENDATIONS
SALVAGED OR NEW 1'-11" WIDE X2" THICKNESS FIELD WITH BRUSH HAMMERED FINISH
ELKIN LIMESTONE POOL COPING WITH BRUSH REMOVE OUTER WYTHE OF EXISTING MASONRY
AND INSTALL WATERPROOFING. INSTALL NEW
HAMMERED FINISH. BRICK TO MATCH EXISTING IN COLOR, TEXTURE,
AND PERFORMANCE
NEW PAVER LEVELS TO MATCH EXISTING CMU WALL TO REMAIN
EXISTING. REFER TO SURVEY EXISTING BRICK MASONRY TO REMAIN PARAPRO FLASHING MEMBRANE. PREPARE BACKUP
FOR MORE INFORMATON, TYP. MASONRY PER WATERPROOFING MANUFACTURES
PARAPRO FLASHING MEMBRANE (FULLY RECOMMENDATIONS, TYP.
ADHEREDD TO PREPARED SURFACES) PARAPRO FLASHING
MEMBRANE. PREPARE CONTRACTOR TO PROVIDE MOCK OF PAVER FOR
EXISTING POOL COMPOSITE DECK LIGHT BACKUP MASONRY PER LIGHT REVIEW APPROVAL BY ARCHITECT AND OWNER
WEIGHT WEIGHT
PARAPRO FLASHING WATERPROOFING
MEMBRANE (FULLY ADHERED SOIL MANUFACTURES SOIL

TO PREPARED SURFACES) RECOMMENDATIONS, TYP.

EXISTING POOL WITH STEEL LINER BED OF 1 REMOVE AND SHORE OUTER WYTHE 8" MIN.
2 OF EXISTING MASONRY. NEW BRICK
POLYPROPYLENE GEOTEXTILE FABRIC TO MATCH EXISTING
EXISTING CONCRETE TO REMAIN GRAVEL 21" DRAINAGE BOARD WITH
TERABASE AND TERANAP SYSTEM 21" DRAINAGE BOARD WITH FILTER FILTER FABRIC ROOT BARRIER
(FULLY ADHERED) 8" MIN. FABRIC ROOT ARRIER
DRAINAGE MATT / PROTECTION NEW PAVER LEVELS TO MATCH
BOARD EXISTING. REFER TO SURVEY FOR
MORE INFORMATON, TYP.

GEOFOAM NEW LAWN AREA LEVEL TO MATCH EXISTING CMU
EXISTING. REFER TO SURVEY FOR WALL TO REMAIN
MORE INFORMATON, TYP.

BED OF 1 GRAVEL
2

NEW BED OF 21" EXISTING STONE PARAPRO FLASHING
GRAVEL CURB MEMBRANE (FULLY ADHERED
TO PREPARED SURFACES)

NEW BASE-PLY (P-20 TG FULLY PARAPRO FLASHING MEMBRANE (FULLY EXISTING CONCRETE SLAB EXISTING CONCRETE SLAB DRAINAGE MATT / PROTECTION BOARD
ADHERED TO PREPARED/PRIMED ADHERED TO PREPARED SURFACES) TERABASE AND TERANAP SYSTEM (FULLY
BASE-PLY (P-20 TG FULLY ADHERED TO BASE-PLY (P-20 TG FULLY ADHERED TO ADHERED)
SURFACE ) DRAINAGE MATT / PROTECTION BOARD PREPARED/PRIMED SURFACE ) PREPARED/PRIMED SURFACE )
TERABASE AND TERANAP SYSTEM (FULLY ADHERED) REMOVE AND SALVAGE EXISTING
EXISTING CONCRETE SLAB GRANITE STONE FOR REINSTALLATION

5 SECTION DETAIL AT POOL PERIMETER 6 SECTION DETAIL THROUGH KNEE WALL AT CIRCLE LAWN 7 SECTION DETAIL THROUGH RAMP

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

NOTES EXISTING WINDOW SILL TO REMAIN 8" MIN.
1. BACKER ROD MATERIAL SHOULD BE COMPOSED OF EXTRUDED, CLOSED CELL POLYETHYLENE.
2. APPLY DUCT OR MASKING TAPE BENEATH FLEECE LOOP TO PREVENT ADHESION OF THE REMOVE AND SHORE OUTER WYTHE OF EXISTING DIMENSIONS PROVIDED FOR INFORMATION ONLY. DO NOT
MASONRY. NEW BRICK TO MATCH EXISTING SCALE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING
SATURATED FLEECE IN THE AREA TO EXPERIENCE EXPANSION/CONTRACTION. DIMENSIONS AND DETAILS IN FIELD. REPORT ANY DISCREPANCIES
3. FINISH APPLICATION OF SURFACE AGGREGATE IS HELD BACK (not applied) DIRECTLY OVER THE DRAINAGE MAT BASE-PLY (P20 TG FULLY TO THE ARCHITECT FOR RESOLUTION.
ADHERED)
EXPANSION JOINT. TERABASE AND TERANAP SYSTEM DRAWING TITLE:
4. REFER TO SIPLAST PREPARATION GUIDELINES FOR PROPER SURFACE TREATMENT OF ALL (FULLY ADHERED) WATERSTOP PLY (P20 TG) 12"
WIDE MIN. OVER EXIST.
MATERIALS PRIOR TO APPLICATION OF PARAPRO MATERIAL. PARAPRO FLASHING STRIP MEMBRANE AND CONCRETE
5. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN PARAPRO INSTALLATION (FULLY ADHERED)

SPECIFICATIONS SHALL APPLY IN ADDITION TO THE ABOVE DRAWING.

BACKER ROD TOP OF PAVER
(NOT SHOWN FOR CLARITY)
TERABASE AND TERANAP SYSTEM PRO PASTE PARAPRO FLASHING MEMBRANE
(FULLY ADHERED) (FULLY ADHERED TO PREPARED SURFACES)
TERABASE AND TERANAP SYSTEM
DUCT OR MASKING TAPE (SEE (FULLY ADHERED)
NOTES ABOVE)
PARAPRO FLASHING MEMBRANE 21" DRAINAGE BOARD WITH FILTER FABRIC SEAL & SIGNATURE: DATE:
EMSEAL OR APPROVED EQUAL (FULLY ADHERED) NEW/ SALVAGED LIGHT WEIGHT SOIL FILL 07/ 24 / 2015
WATER PROOF JOINT FILLER NEW SAND BED
EXISTING CONCRETE DECK (PREPARE POLYPROPYLENE GEOTEXTILE FABRIC PROJECT NO:

AND PRIME ) BASE-PLY (P20 TG FULLY ADHERED)

512" 3" 3" 3" DRAWN BY:
JC
3" MIN. 3" MIN. 3" MIN. 6" MIN. LAP 6" MIN. LAP 6" MIN.
CHECKED BY:
2'-0" PARAPRO FLASHING OVERLAP MIN. HAM

DRAINAGE MATT / PROTECTION BOARD SCALE:
SEE DWG.
NEW 21" GRAVEL
TERABASE AND TERANAP SYSTEM DRAWING NO:
(FULLY ADHERED)
EXISTING ROOF MEMBRANE NEW ROOF MEMBRANE 3" 3" A-400.00
3" 3" SHEET 06 OF 07

EXISTING CONCRETE. PRIME BASE-PLY (P-20 TG FULLY ADHERE TO ALL DESIGNS , ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THESE
EXPOSED SURFACE DRAWINGS ARE OWNED BY AND THE PROPERTY OF TWO4DESIGNARCHITECTURE
PREPARED/PRIMED SURFACE ) PLLC, AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE
PROJECT DESIGNATED. THE INFORMATION MAY NOT BE REPRODUCED, COPIED OR
8 SECTION DETAIL AT BUILDING EXPANSION JOINT 9 TIE-IN DETAIL AT EXISTING TO NEW ROOF 10 SECTION THROUGH WALL AT GYM EXISTING CONCRETE SLAB 11 WALL SECTION THROUGH COLUMN AT GYM RE-USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECTS.

N.T.S. N.T.S. 1-1/2" = 1'-0" 1-1/2 = 1'-0" c 2015 TWO4DESIGN ARCHITECTURE PLLC

DRAINAGE MAT TOP OF PAVER BASE-PLY (P20 TG FULLY
(NOT SHOWN FOR CLARITY) ADHERED)
TERABASE AND TERANAP SYSTEM
(FULLY ADHERED) WATERSTOP PLY (P20 TG) 12"
WIDE MIN. OVER EXIST.
PARAPRO FLASHING STRIP MEMBRANE AND CONCRETE
(FULLY ADHERED)

3" MIN. 3" MIN. 3" MIN. 6" MIN. LAP 6" MIN. LAP 6" MIN.

2'-0" PARAPRO FLASHING OVERLAP MIN.

EXISTING ROOF MEMBRANE NEW ROOF MEMBRANE

EXISTING CONCRETE. PRIME
EXPOSED SURFACE

AMENITIES DECK WATERPROOFING 9 TIE-IN DETAIL AT EXISTING TO NEW ROOF

88 MORGAN STREET, JERSEY CITY, NJ N.T.S.

ROOF REPLACEMENT

556 FIFTH AVENUE, NEW YORK NY



TWO4DESIGN ARCHITECTURE PLLC

75-07 64TH PLACE, GLENDALE NY 11385

PH: 347.985.0870
[email protected]
WWW.TWO4DESIGNARCHITECTURE.COM