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Updated 07/28/2015
Printed 02/02/2018 Page 1 of 1 Project No. Q1711-C
DESIGN AND CONSTRUCTION GROUP
THE GOVERNOR NELSON A. ROCKEFELLER
EMPIRE STATE PLAZA
ALBANY, NY 12242
ADDENDUM NO. 2 TO PROJECT NO. Q1711
CONSTRUCTION WORK
REPLACE ROOF, ADMINISTRATION BUILDING
STATE ARMORY
93-05 168TH STREET
JAMAICA, NY
February 2, 2018
NOTE:This Addendum forms a part of the Contract Documents. Insert it in the Project Manual.
Acknowledge receipt of this Addendum in the space provided on the Bid Form.
SPECIFICATION GROUP
1. SECTION 014339 MOCKUP REQUIREMENTS: Discard the Section bound in the Project
Manual and substitute the accompanying Section (pages 014339-1 thru 014339-2) noted
“ADDENDUM #2_01/31/18”.
2. Page 075323 – 1, Article 1.01, Add the Following Paragraph:
“D. Mockup Requirements: Section 014339.”
3. Page 076000 – 1, Article 1.01, Add the Following Paragraph:
“C. Mockup Requirements: Section 014339.”
4. SECTION 099103 MECHANICAL PAINTING: Add the accompanying section (pages 099103-1
through 099103-11) noted “ADDENDUM #2_01/31/18” to the Project Manual.
5. SECTION 233723 ROOF MOUNTED INLETS AND OUTLETS: Discard this section from the
Project Manual.
DRAWINGS
6. Addendum Drawings:
a) Drawing A-304 noted “ADDENDUM 2 - 1/31/18” accompanies this addendum and
forms part of the Construction Documents.
7. Revised Drawings:
a) Drawing Nos: S-101, A-001, A-101, A-102, A-104, A-301, A-302, A-303, M-101, M-
701, P-101, and P-103 noted “ADDENDUM 2 - 1/31/18” accompany this addendum and
supersede the same numbered originally issued drawings.
END OF ADDENDUM
Margaret F. Larkin
Executive Director
Design and Construction
ADDENDUM #2_01/31/18
Created 10/26/2012
ADDENDUM #2_01/31/18 014339 - 1 Project No. Q1711-C
SECTION 014339
MOCKUP REQUIREMENTS
PART 1 GENERAL
1.01 RELATED WORK SPECIFIED ELSEWHERE
A. Adhered EPDM Roofing System: Section 075323
B. Flashing and Trim: Section 076000
1.02 SUBMITTALS
A. Quality Control Submittals
1. Mockup Plan: Copy of proposed plan.
1.03 DEFINITIONS
A. Mockups (General): Full-size physical assemblies that are constructed on-site.
Mockups are constructed to verify selections made under sample submittals; to
demonstrate aesthetic effects and, where indicated, qualities of materials and
execution; to review coordination, testing, or operation; to show interface
between dissimilar materials; and to demonstrate compliance with specified
installation tolerances.
1. Mockups are not Samples.
2. Unless otherwise indicated, approved mockups establish the standard by
which the Work will be judged.
C. Integrated Exterior Mockups: Mockups of the exterior envelope erected
separately from the building but on Project site, consisting of multiple products,
assemblies, and subassemblies.
1.04 QUALITY ASSURANCE
A. Mockup Plan: Detailed, dimensioned plans and elevations showing mockup
size, and items and materials that will be included in proposed mockup.
B. Pre-Construction Conference: Prior to the construction of the mockup, a
conference will be called by the Director’s Representative at the Site for the
purpose of reviewing the requirements, and intent of mockup. The conference
shall be attended by the Director’s Representative, Contractor, the authorized
roofing applicator, Company Field Advisor and person supervising this phase of
the Work.
PART 2 PRODUCTS (Not Used)
ADDENDUM #2_01/31/18
Created 10/26/2012
ADDENDUM #2_01/31/18 014339 - 2 Project No. Q1711-C
PART 3 EXECUTION
3.01 INSTALLATION
A. Before installing portions of the Work requiring mockups, build mockups for
each form of construction and finish as directed.
1. Build mockups in location and of size and profile indicated or, or as
directed by the Director’s Representative.
2. Notify the Director’s Representative a minimum of 5 days in advance of
dates and times when mockups will be constructed and able to be
inspected.
3. Employ supervisory personnel to oversee mockup construction. Employ
same workers that will be employed during the construction of Project.
4. Demonstrate the proposed range of aesthetic effects and workmanship.
5. Commence the Work after mockup has been inspected and approved in
writing by Director’s Representative.
6. The mockup will establish the standard of quality of workmanship by
which the Work will be judged.
7. Maintain mockups during construction in an undisturbed condition as a
standard for judging the completed Work. Failure to maintain the
mockup, until directed, will be cause for rejection of the Work.
8. Demolish and remove mockups when directed unless otherwise
indicated.
B. Mockup Types: Construct mockup in accordance with approved shop drawings,
project manual, and Contract Drawings, using exact materials and methods
approved for the Project, including required accessories.
1. Integrated Exterior Mockups: Coordinate installation of exterior
envelope materials and products for which mockups are required in
individual Specification Sections and supporting materials.
2. Provide the following mockups:
a. Complete roof assembly, including all roof membrane flashing and
metal flashing details, included in specification sections 075323 and
076000.
END OF SECTION
ADDENDUM #2_01/31/18
Updated 10/22/2012
ADDENDUM #2_01/31/18 099103 - 1 Project No. Q1711-C
SECTION 099103
MECHANICAL PAINTING
PART 1 GENERAL
1.01 DEFINITIONS
A. The word “paint” in this Section refers to substrate cleaners, fillers, sealers,
primers, undercoats, enamels and other first, intermediate, last or finish coatings.
B. The word “primer” in this Section refers to substrate cleaners, fillers, sealers,
undercoats, and other first or intermediate coats beneath the last or finish
coating.
C. The words “finish paint” in this Section refers to the last or final coat and
previous coats of the same material or product directly beneath the last or final
coat.
D. Finish Paint Systems: Finish paint and primers applied over the same substrate
shall be considered a paint system of products manufactured or recommended by
the finish coat manufacturer.
1. Finish paint products shall meet or exceed specified minimum physical
properties.
1.02 SUBMITTALS
A. Painting Schedule: Cross-referenced Painting Schedule listing all exterior and
interior substrates to be painted and specified finish paint type designation;
product name and manufacturer, recommended primers and product numbers,
and finish paint color designation for each substrate to be painted.
1. Designate exterior substrates by building name and number, substrate to
be painted and surface location.
2. Designate interior substrates by building name and number, floor, room
name and number, and surface to be painted.
B. Product Data Sheets: Manufacturer’s published product data sheets describing
the following for each finish paint product to be applied:
1. Percent solids by weight and volume, solvent, vehicle, weight per gallon,
ASTM D 523 gloss/reflectance angle, recommended wet and dry film
thickness, volatile organic compound (VOC) content in lbs/gallon,
product use limitations and environmental restrictions, substrate surface
preparation methods, directions and precautions for mixing and thinning,
recommended application methods, square foot area coverage per gallon,
storage instructions, and shelf-life expiration date.
2. Manufacturer’s recommended primer for each finish paint product and
substrate to be painted.
3. Manufacturer’s complete range of available colors for each finish paint
product to be applied.
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C. Quality Control Submittals:
1. Test Reports: Furnish certified test results from an independent testing
laboratory, showing that products submitted comply with the
specifications, when requested by the Director’s Representative
2. Certificates: Furnish certificates of compliance required under
QUALITY ASSURANCE Article.
1.03 QUALITY ASSURANCE
A. Volatile Organic Compounds (VOCs) Regulatory Requirements: Chapter III of
Title 6 of the official compilation of Codes, Rules and Regulations of the State
of New York (Title 6 NYCRR), Part 205 Architectural Surface Coatings.
1. Certificate of Compliance: List of each paint product to be delivered
and installed. List shall include written certification stating that each
paint product listed complies with the VOC regulatory requirements in
effect at the time of job site delivery and installation.
B. Container Labels: Label each product container with paint manufacturer’s name,
product name and number, color name and number, thinning and application
instructions, date of manufacture, shelf-life expiration date, required surface
preparations, recommended coverage per gallon, wet and dry film thickness,
drying time, and clean up procedures.
C. Field Examples:
1. Prior to on-site painting, at locations designated by the Director’s
Representative, apply field examples of each paint type to be applied.
2. Field examples to be applied on actual substrates to be painted and shall
duplicate earlier approved paint samples.
a. Field Example Minimum Wet and Dry Film Thickness: As
indicated on approved product data sheet.
b. Application: Apply each coat in a smooth uniform wet mil
thickness without brush marks, laps, holidays, runs, stains,
cloudiness, discolorations and other surface imperfections.
1) Leave a specified exposed width of each previous coat
beneath each subsequent coat of finish paint and primer.
c. Use of Field Examples: Field examples shall serve as a quality
control standard for acceptance or rejection of painting Work to
be done under this Section.
3. Field Example Sizes:
a. Mechanical Equipment: 20 square feet with 1 foot wide strips.
b. Linear Substrate Examples: 20 lineal feet with 12 inch long
strips.
4. Do not begin applying paints represented by field examples until
examples have been reviewed and approved by the Director’s
Representative.
a. Protect and maintain approved field examples until all painting
work represented by the example has been completed and
approved.
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D. Compatibility of Paint Materials: Primers and intermediate paints shall be
products manufactured or recommended by the finish paint manufacturer.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Delivery: Deliver materials to the Site in original, unopened containers and
cartons bearing manufacturer’s printed labels. Do not deliver products which
have exceeded their shelf life, are in open or damaged containers or cartons, or
are not properly labeled as specified.
B. Storage and Handling: Store products in a dry, well ventilated area in
accordance with manufacturer’s published product data sheets. Storage location
shall have an ambient air temperature between 45 degrees F and 90 degrees F.
1.05 PROJECT CONDITIONS
A. Environmental Requirements:
1. Ambient Air Temperature, Relative Humidity, Ventilation, and Surface
Temperature: Comply with paint manufacturer’s published product data
sheet or other printed product instructions.
2. If paint manufacturer does not provide environmental requirements, use
the following:
a. Ambient Air Temperature: Between 45 degrees F and .75
degrees F.
b. Relative Humidity: Below 75 percent.
c. Ventilation: Maintain the painting environment free from fumes
and odors throughout the Work of this Section.
d. Surface Temperature: At least 5 degrees F above the surface
dewpoint temperature.
3. Maintain environmental requirements throughout the drying period.
B. The following items are not to be field painted unless otherwise specified, noted
or directed:
1. Stainless steel, chrome plated or monel surfaces.
2. Piping or ductwork to be insulated.
3. Insulation on concealed piping and concealed ductwork.
4. Insulated items covered with aluminum, stainless steel, or PVC
jacketing.
5. Insulation on piping in walk-in and non walk-in tunnels.
6. Uninsulated mechanical equipment with factory applied baked on
enamel finish.
7. Mechanical equipment with enameled steel insulated jacket.
8. Prefabricated multi-wall chimneys.
1.06 EXTRA MATERIALS
A. Provide extra finish paint materials, from the same production run as paints to be
applied, in the following quantities for each color installed:
1. Paint Types EAL and IAL: Two gallons.
2. Color Coded Paints: One gallon, each type.
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3. Other Paint Types: One gallon, each type.
PART 2 PRODUCTS
2.01 PAINT MANUFACTURERS
A. Where noted, the following finish paint manufacturers produce the paint types
specified.
1. Ameron Protective Coatings, 201 Berry St., Brea, CA 92621, (800) 926-
3766.
2. Armstrong World Industries, Inc., P.O. Box 3001, Lancaster, PA 17604,
(800) 866-5639.
3. Benjamin Moore and Co., 51 Chestnut Ridge Rd., Montvale, NJ 07645,
(201) 573-9600.
4. ICI Dulux Paints, 4000 DuPont Cr., Louisville, KY 40207, (800) 984-
5444.
5. Inorganic Coatings, Inc., 500 Lapp Rd., Malvern, PA 19355, (800) 345-
0531.
6. Insl-X, 50 Holt Drive, P.O. Box 694, Stony Point, NY 10980, (845)
786-5000.
7. PPG Architectural Finishes, One PPG Plaza, Pittsburgh, PA 15272,
(800) 441-9695.
8. Rust-Oleum Corporation, 11 Hawthorn Pky., Vernon Hills, IL 60061,
(800) 553-8444.
9. Sherwin-Williams Co., Cleveland, OH 44101; 1-800-321-8194.
10. Valspar Corp., 1401 Severn St., Baltimore, MD 21230, (800) 638-7756.
11. Wm. Zinsser & Co., 39 Belmont Dr., Somerset, NJ 08875-1285, (908)
469-8100.
2.02 MISCELLANEOUS PRODUCTS
A. Cleaning Solvents: Low toxicity with flash point in excess of 100 degrees F.
B. Color Pigments: Pure, non-fading, finely ground pigments with at least 99
percent passing a 325 mesh sieve.
1. Use lime-proof color pigments on masonry, concrete and plaster.
2. Use exterior pigments in exterior paints.
C. Galvanizing Compound, Cold: Single component compound with 93 percent
pure zinc in the dried film and meeting the requirements of DOD-P-21035A
(NAVY).
D. Masking Tape: Removable paper or fiber tape, self-adhesive and non-staining.
E. Metal Filler: Polyester resin base autobody filler.
F. Mineral Spirits: Low odor type recommended by finish paint manufacturer.
G. Paint Stripper: As recommended by finish paint manufacturer.
ADDENDUM #2_01/31/18
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H. Stain Blocker, Primer-Sealer: As recommended by finish paint manufacturer.
I. Turpentine: ASTM D 13.
2.03 FINISH PAINT TYPES
A. Physical Properties:
1. Specified percent solids by weight and volume, pigment by weight, wet
and dry film thickness per coat, and weight per gallon are minimum
physical properties of acceptable materials.
a. Opaque Pigmented Paints: Physical properties specified are for
white titanium dioxide base before color pigments are added.
b. Specified minimum wet and dry film thickness per coat are for
determining acceptable finish paint products. Minimum wet and
dry film thickness per coat to be applied shall comply with
approved finish paint manufacturer’s product data sheets.
2. Gloss or Reflectance: The following ASTM D 523 specified light levels
and angles of reflectance:
a. Flat: Below 15 at 85 degrees.
b. Eggshell: Between 5 and 20 at 60 degrees.
c. Satin: Between 15 and 35 at 60 degrees.
d. Semigloss: Between 30 and 65 at 60 degrees.
e. Gloss: Over 65 at 60 degrees.
B. Exterior Finish Paint Types:
1. Paint Type EAL-1: Exterior Acrylic Latex, Flat.
a. Solids by Weight: 52.0 percent.
b. Solids by Volume: 32.0 percent.
c. Solvent: Water.
d. Vehicle: 100 percent acrylic resin.
e. Weight per Gallon: 10.5 lbs.
f. Wet Film Thickness: 4.0 mils.
g. Dry Film Thickness: 1.3 mils.
h. Manufacturers: ICI Dulux, PPG, Sherwin-Williams.
2. Paint Type EAL-2: Exterior Acrylic Latex, Semigloss Enamel.
a. Solids by Weight: 47.0 percent.
b. Solids by Volume: 33.2 percent.
c. Solvent: Water.
d. Vehicle: 100 percent acrylic resin.
e. Weight per Gallon: 10.0 lbs.
f. Wet Film Thickness: 4.0 mils.
g. Dry Film Thickness: 1.3 mils.
h. Manufacturers: ICI Dulux, PPG, Sherwin-Williams.
3. Paint Type EAL-3: Exterior Acrylic Latex, Gloss Enamel.
a. Solids by Weight: 40.0 percent.
b. Solids by Volume: 32.0 percent.
c. Solvent: Water.
d. Vehicle: 100 percent acrylic resin.
e. Weight per Gallon: 10.0 lbs.
ADDENDUM #2_01/31/18
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ADDENDUM #2_01/31/18 099103 - 6 Project No. Q1711-C
f. Wet Film Thickness: 3.4 mils.
g. Dry Film Thickness: 1.2 mils.
h. Manufacturers: Benjamin Moore, PPG, Sherwin- Williams.
4. Paint Type ESP: Exterior Steel Zinc-Rich Primer, Flat.
a. Solids by Weight: 79.0 percent.
b. Solids by Volume: 68.0 percent.
c. Pigment by Weight: 90.0 percent zinc.
d. Solvent: Water.
e. Weight per Gallon: 24.6 lbs.
f. Dry Film Thickness: 3.0 mils if finish coated, 4.0 mils if not
finish coated.
g. Manufacturers: Ameron Protective Coatings, Inorganic
Coatings, Valspar.
C. Other Finish Paint Types:
1. Paint Type EIC: Elastomeric Insulation Coating, Acrylic Latex.
a. As manufactured or recommended by insulation manufacturer.
1) Armstrong Armaflex Insulation: Use WB Armaflex
Finish.
D. Colors: Provide paint colors shown on contract drawings or to be selected by the
Director from finish paint manufacturers available color selections.
1. Approved finish paint manufacturers to match designated colors of other
manufacturers where colors are shown on contract documents.
2. Safety Colors: Industry Standard ANSI Safety Colors.
3. Fire Protection Systems: Paint exposed piping, and handles of valves
serving the system as specified below:
a. Sprinkler Systems: Red piping, and green valve handles.
b. Standpipe Systems: Red piping, and red valve handles.
c. Combination Sprinkler/Standpipe Systems: Red piping, and
yellow valve handles.
4. Color Coding: Apply exposed insulated and uninsulated piping finish
paints in the following colors when piping is located in the following
applicable rooms or spaces:
a. Applicable Rooms and Spaces: Mechanical Equipment Rooms,
Steam Service Rooms, Refrigeration Machine Rooms, Boiler
Rooms, Penthouse Mechanical Equipment Rooms and Power
Houses.
b. Existing Facility Buildings: Color code to match Facility’s color
code.
c. New Facility Buildings: Color code as follows:
1) Air, Compressed: Safety Green.
2) Air, Control: Safety Green.
3) Air, Medical: Safety yellow.
4) Ammonia, Gas and Liquid: Safety Yellow.
5) Brine: Safety Green.
6) Carbon Dioxide: Safety Red.
7) Dangerous Materials: Safety Yellow.
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8) Engine Exhausts: Safety Yellow.
9) Fire Protection Systems; Fire Standpipe, Sprinkler, and
Wet Chemical Systems: Safety Red.
10) Flue Gases: Safety Yellow.
11) Gas, Natural and Manufactured: Safety Yellow.
12) Gasoline: Safety Yellow.
13) Glycol and Glycol/Water Mixtures: Safety Yellow.
14) Nitrous Oxide: Safety Blue.
15) Oils, Fuel and Lubrications: Safety Yellow.
16) Oxygen: Safety Green.
17) Pneumatic Tube Systems: Safety Green.
18) Refrigerants: Safety Yellow.
19) Sewers, Storm and Sanitary: Safety Yellow.
20) Steam; Supply, Condensate Return and Exhaust: Safety
Yellow.
21) Vacuum: Safety Green.
22) Vent, Atmospheric: Safety Green.
23) Water, Up to 140 Degrees Fahrenheit: Safety Green.
24) Water, 141 Degrees and Above: Safety Yellow.
d. Other Colors:
1) Exposed Ductwork: Gray.
2) Insulated and Uninsulated Equipment: Gray.
a) Do not paint equipment with factory finish
paint.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine surfaces to be prepared, primed, or painted for compliance with
contract documents, required environmental conditions, manufacturer’s product
data sheets, product label instructions and other written requirements.
1. Do not begin any phase of the work without first checking and verifying
that surfaces and environmental conditions are acceptable for such work
and that any earlier phase deficiencies and discrepancies have been
properly corrected.
a. The commencement of new work shall be interpreted to mean
acceptance of surfaces to be affected.
3.02 PREPARATION
A. Protection: Cover and protect surfaces to be painted, adjacent surfaces not to be
painted, and removed furnishings and equipment from existing paint removals,
airborne sanding particles, cleaning fluids and paint spills using suitable drop
cloths, barriers and other protective devices.
1. Adjacent exterior surface protections include roofs, walls, landscaping,
driveways and walkways. Interior protections include floors, walls,
furniture, furnishings and electronic equipment.
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2. Remove and replace removable hardware, lighting fixtures, telephone
equipment, other devices and cover plates over concealed openings in
substrates to be painted.
a. Cover and neatly mask permanently installed hardware, lighting
fixtures, cover plates and other devices which cannot be
removed and are not scheduled for painting.
3. Schedule and coordinate surface preparations so as not to interfere with
work of other trades or allow airborne sanding dust particle to fall on
freshly painted surfaces.
4. Provide adequate natural or mechanical ventilation to allow surfaces to
be prepared and painted in accordance with product manufacturer’s
instructions and applicable regulations.
5. Provide and maintain “Wet Paint” signs, temporary barriers and other
protective devices necessary to protect prepared and freshly painted
surfaces from damages until Work has been accepted.
B. Clean and prepare surfaces to be painted in accordance with specifications, paint
manufacturer’s approved product data sheets and printed label instructions. In
the event of conflicting instructions or directions, the more stringent
requirements shall apply.
1. Cleaners: Use only approved products manufactured or recommended
by finish paint manufacturer. Unless otherwise recommended by cleaner
manufacturer, thoroughly rinse with clean water to remove surface
contaminants and cleaner residue.
C. Surfaces:
1. Existing Painted Substrates: Thoroughly clean to remove dirt, soot,
grease, mildew, chalkiness and stains using finish paint manufacturer’s
recommended cleaners.
a. Remove loose, peeling, cracked and blistered paint by chipping,
scraping, and sanding smooth with medium and fine sandpaper
b. Completely strip and remove existing paint films where shown
on the drawings using approved methods. When approved,
chemical strippers are to be applied and rinsed or removed in
accordance with product manufacturer’s printed instructions.
c. Fill surface holes and depressions with finish paint
manufacturer’s recommended filler and sand smooth to adjacent
undisturbed edges.
d. Touch-up bare spots on previously painted surfaces with finish
paint manufacturer’s recommended primer.
e. Sand existing semigloss and gloss paint surfaces to a uniform
smooth dull finish before painting.
f. Fill and sand smooth existing paint surface damages,
depressions, ridges and other imperfections that will remain
visible after new paints have been applied.
2. Steel Substrates:
a. Prepare steel in accordance with Structural Steel Painting
Council (SSPC) standards:
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1) SSPC-SP1: Remove oil, grease, dirt, soil, salts, and
other surface contaminants using appropriate cleaning
solvents and clean rags, vapor, alkali, emulsion, or
steam and adequate ventilation.
2) SSPC-SP2: Remove loose rust, mill scale, and paint to
the degree specified by hand chipping, scraping,
sanding, and wire-brushing.
3) SSPC-SP3: Remove loose rust, mill scale, and paint to
the degree specified by power-tool chipping, descaling,
sanding, wire-brushing, and grinding.
4) SSPC-SP5: Remove all visible rust, mill scale, paint,
and foreign matter by white-metal blast cleaning with
wheel or nozzle (dry or wet) using sand, grit, or shot.
5) SSPC-SP6: Remove all visible rust, mill scale, paint,
and foreign matter by commercial blast cleaning until at
least two-thirds of each element of the surface is free of
all visible residues.
6) SSPC-SP10: Near white blast cleaning for heat resistant
paints.
5. Galvanized Metal:
a. Allow new galvanized surfaces to weather as long as possible
before cleaning. Remove surface contaminants using clean rags
and petroleum spirits.
b. Remove “white rust” using appropriate solvent and, if necessary,
wire brushing or sanding.
c. Use appropriate Structural Steel Painting Council Standard
SSPC-SP1 to SSPC-SP6 to prepare steel substrates where
galvanized protection has been removed.
6. Aluminum:
a. Non-corroded Surfaces: Rub with fine steel wool and wipe
clean with mineral spirits.
b. Corroded Surfaces: Sand smooth, rub with fine steel wool and
wipe clean with mineral spirits.
D. Painting Material Preparations:
1. Prepare painting materials in accordance with manufacturer’s approved
product data sheets and printed label instructions.
a. Stir materials before and during application for a consistent
mixture of density. Remove container surface paint films before
stirring and mixing.
b. Slightly tint first opaque finish coat where primer and finish
coats are the same color.
c. Do not thin paints unless allowed and directed to do so in
writing within limits stated on approved product data sheets.
3.03 PAINTING SCHEDULE
A. Exterior Exposed Items: Unless otherwise specified, apply the following paint
types with manufacturer’s recommended primers on the following exterior
substrates:
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1. Paint Type EAL-3:
a. Uninsulated piping and ductwork.
b. Equipment hangers, supports and accessories for pipe and
ductwork.
2. Paint Type EIC:
a. Flexible elastomeric foam insulation on piping, ductwork, and
equipment.
3.04 APPLICATION
A. Environmental Conditions:
1. Water-based Paints: Apply when surface temperatures will be 50
degrees Fahrenheit to 90 degrees Fahrenheit throughout the drying
period.
2. Other Paints: Apply when surface temperatures will be 45 degrees
Fahrenheit to 95 degrees Fahrenheit throughout the drying period.
3. Apply exterior paints during daylight hours free from rain, snow, fog and
mist when ambient air conditions are more than 5 degrees above the
surface dewpoint temperature and relative humidity less than 85 percent.
a. When exterior painting is allowed or required during
nondaylight hours, provide portable outdoor weather recording
station with constant printout showing hourly to diurnal air
temperature, humidity, and dewpoint temperature.
4. Exterior Cold Weather Protection: Provide heated enclosures necessary
to maintain specified temperature and relative humidity conditions
during paint application and drying periods.
B. Application: Apply approved paints where specified, or shown on the drawings,
and to match approved field examples.
1. Applicators: Brushes, rollers or spray equipment recommended by the
paint manufacturer and appropriate for the location and surface area to
be painted.
a. Approved minimum wet and dry film thicknesses for each coat
shall be as recommended on approved product data sheets and
the same for each application method and substrate.
C. Paint Type Coats To Be Applied: Unless otherwise specified, or recommended
by finish paint manufacturer’s product data sheet and approved by submittal, the
number of coats to be applied for each paint type are as follows:
1. Acrylic Latex Paint Types EAL and IAL:
a. New Unpainted Surfaces: Apply 1 coat of primer and 2 coats of
finish paint.
b. Existing Painted Surfaces:
1) Apply 2 coats of finish paint when existing paint has a
lower gloss.
2) Apply one coat of primer and 2 finish coats when
existing paint has a higher gloss.
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c. Paint Type IAL: Provide mildewcide additive for bathrooms,
kitchens, janitor closets, laundry rooms, restrooms and other wet
or damp areas.
2. Paint Types ESP and ISP: Apply 1 coat.
a. Allow paint to dry one week and test adhesion. Remove and
replace defective primer where adhesion failures occur.
3. Other Paint Types: Apply in accordance with paint manufacturer’s
product data sheets.
3.05 FIELD QUALITY CONTROL
A. Paint Samples: Assist the Director’s Representative in obtaining random one
quart paint samples for testing at any time during the Work.
1. Notify the Director’s Representative upon delivery of paints to the Site.
2. Furnish new one quart metal paint containers with tight fitting lids and
suitable labels for marking.
a. Furnish labor to thoroughly mix paint before sampling and
provide assistance with sampling when required.
3.06 ADJUSTING AND CLEANING
A. Reinstall removed items after painting has been completed.
1. Restore damaged items to a condition equal to or better than when
removed. Replace damaged items that cannot be restored.
B. Touch up and restore damaged finish paints. Touch up and restoration paint
coats are in addition to the number of specified finish paint coats.
C. Remove spilled, splashed, or spattered paint without marring, staining or
damaging the surface. Restore damaged surfaces to the satisfaction of the
Director’s representative.
D. Remove temporary barriers, masking tape, and other protective coverings upon
completion of painting, cleaning and restoration work.
END OF SECTION
TRIM BACK EXISTING THRU-WALL FLASHING TO FIRST VERTICAL. BEND AS SHOWN IN THRU WALL FLASHING REPAIR DETAIL.
REMOVE BRICK ABOVE EXISTING THRU-WALL FLASHING. REFER TO BIA TECH NOTE 46.
REMOVE EXISTING TERMINATION BAR AND FASTENERS, COMPLETE
TWO PIECE STAINLESS STEEL COUNTERFLASHING
REGLET ATTACHMENT INSTALLED WITH MASONRY.
TERMINATION BAR AND ROOF MEMBRANE, SEE DESIGN DETAILS
REINSTALL BRICK
BEND EXISTING THRU-WALL FLASHING UP AND LAP OVER COUNTER FLASHING
CONTINUOUS BEAD OF TYPE 1 SEALANT
MASTIC
8" CHANNEL STAIR STRINGER
EXISTING CONCRETE SILL
EXISTING DOOR
VAPOR BARRIER SET IN PRIMER/ADHESIVE
EXISTING CONCRETESLAB
6" CURED EPDM COVER TAPE
90 MIL EPDM ROOF MEMBRANE
TERMINATION BAR AND FASTENER AT 6" ON CENTER WITH WATER STOP BEHIND BAR, TYP BY MANUFACTURER
TWO PIECE STAINLESS STEEL COUNTERFLASHING
CONTINUOUS BEADOF TYPE 1 SEALANT
1/2" ISULATIVE PROTECTION BOARD
ELASTOMERIC PAD
METAL GRATING OVER 1 1/2 X 1 1/2 X 3/16 ANGLE
BONDING ADHESIVE
3" SPLICE TAPE
BATTEN WITH FASTENERS AT 12" ON CENTER MAXIMUM (AP SEALANT OVER FASTENER HEADS BY ROOF MANUFACTURER)
SINGLE PLY EPDM MEMBRANE EXTENDS DOWN FACE AND NAIL OFF AT 6" ON CENTER
1" T
O 1
-1/2
"
1' -
4 1
/2"
5"
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2"FLAT ISO BASE LAYER IN 2 COMPONENT ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN LAYERS TYPICAL) (RIGID INSULATION AND PROTECTION BOARD TOGETHER ACHIEVE R30)
OSHA COMPLIANT METAL HANDRAIL WELDED TO STEEL STRINGER, BOTH SIDES
REMOVE STANDING SEAM METAL FLASHING
TRIM BACK EXISTING THRU-WALL FLASHING TO FACE OF BRICK. BEND AS SHOWN IN THRU WALL FLASHING REPAIR DETAIL.
REMOVE BRICK ABOVE EXISTING THRU-WALL FLASHING. REFER TO BIA TECH NOTE 46.
CONTINUOUS BEAD OF TYPE 1 SEALANT
TWO PIECE STAINLESS STEEL COUNTERFLASHING
REGLET ATTACHMENT INSTALLED WITH MASONRY.
REINSTALL BRICK
BEND EXISTING THRU-WALL FLASHING UP AND LAP OVER FABRIC FLASHING
MASTIC
STAINLESS STEEL FABRIC FLASHING
TRIM BACK EXISTING THRU-WALL FLASHING TO FACE OF BRICK. BEND AS SHOWN IN THRU WALL FLASHING REPAIR DETAIL.
REMOVE BRICK ABOVE EXISTING THRU-WALL FLASHING. REFER TO BIA TECH NOTE 46.
REGLET ATTACHMENT INSTALLED WITH MASONRY.
REINSTALL BRICKS
BEND EXISTING THRU-WALL FLASHING UP AND LAP OVER FABRIC FLASHING
MASTIC
STAINLESS STEEL FABRIC FLASHING
TWO PIECE STAINLESS STEEL COUNTERFLASHING
TERMINATION BAR AND ROOF MEMBRANE, SEE DESIGN DETAILS
CONTINUOUS BEAD OF TYPE 1 SEALANT
01/10/2018 BID DOCUMENTS
CONSTRUCTIONREPLACE ROOF, ADMINISTRATION
BUILDINGWICKS EXEMPT
DIVISION OF MILITARY & NAVAL AFFAIRS
Q1711
DESIGN & CONSTRUCTION
WARNING:THE ALTERATION OF THIS MATERIAL IN ANY WAY,UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECTFOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONSAND IS A CLASS 'A' MISDEMEANOR.
CONTRACT:
TITLE:
LOCATION:
CLIENT:
MARK DATE DESCRIPTION
PROJECT
NUMBER:
DESIGNED BY:
DRAWN BY:
FIELD CHECK:
APPROVED:
SHEET TITLE:
DRAWING NUMBER:
SHEET OF
CONSULTANT
36x24 PLOT SHEET
- C
28
NY STATE ARMORY93-05 168TH STREET
JAMAICA, NY
01/31/2018 ADDENDUM 22
2/1/2018 12:43:48 PM
C:\Users\ama0041\Documents\1570.01-OGS_TC_Jamaica_Arm
ory_Roof-Central-2016_jonesQ36JL.rvt
Designer
Author
Checker
01/26/18
A-304
WALL SECTIONS ANDDETAILS
3" = 1'-0"1
THRU WALL FLASHING REMOVAL 3" = 1'-0"
2THRU WALL FLASHING REPAIR
3" = 1'-0"3
ROOFING TERMINATION AT STAIR BULKHEAD
3" = 1'-0"4
ROOF EDGE AT HIGH LIMESTONE CORNICE REMOVALS 3" = 1'-0"
5ROOF EDGE AT HIGH LIMESTONE CORNICE REPAIR
2
2
3" = 1'-0"6
ROOF EDGE AT LOW LIMESTONE CORNICE REMOVALS 3" = 1'-0"
7ROOF EDGE AT LOW LIMESTONE CORNICE REPAIRS
2
2
2
8' - 0"
8' - 0" 8' -
0"
8' - 0"
EXPANSION JOINT
EX
PA
NS
ION
JO
INT
4
1B
FACE OF CORNICE(BELOW)
1A 2 3
5
1A 2 3
MAIN ROOF - HIGH
STAIR BULKHEAD ROOF
MAIN ROOF - LOW
TOWER ROOF
4
4
1A 2 3
4
4
4
4
1A 2 3
1A 2 3
1A 2 3
4 1B
8' -
0"
8' - 0"5 5
4 FACE OF CORNICE(BELOW)
EXISTING STEEL DUNNAGE TO BE REMOVED AND RESET. SEE 5/S-301
1A 2 3
EXISTING STEELDUNNAGE TO REMAIN
EXISTING STEELDUNNAGE TO REMAIN
1A 2 3
4
1A 2 3
4
1B
HIGH WALLALTERNATE 1
ALTERNATE 1
ALTERNATE 1
1B ALTERNATE 1EXTEND TO BUILDING CORNER
ALTERNATE 1EXTEND TO BUILDING CORNER
1B ALTERNATE 1
EX
PA
NS
ION
JO
INT
EX
PA
NS
ION
JO
INT
EXPA
NSI
ON
JO
INT
EXPANSION JOINT
EXPANSION JOINT
EXPANSION JOINT
ALTERNATE 1 ALTERNATE 1
ROOF STEP
ROOF STEP
REPLACEMENT STAIRSEE 6/S-301
N
NOTE:NO WORK ON OUTSIDEFACE OF PARAPET ATSOUTH BUILDINGELEVATION
2
WORK NOTES - MASONRY RESTORATION
PROVIDE RESTORATION ANCHORS AND REMOVE BRICK VENEER (LOWER 3 COURSES) PROVIDE REPLACEMENT BRICK UNITS. COORDINATE WORK WITH FLASHING INSTALLATION. SEE ARCHITECTURAL DRAWINGS FOR FLASHING DETAILS. TYPICAL AT INTERIOR FACE OF PARAPET.
CUT OUT MORTAR JOINTS BETWEEN BRICK AND REPOINT (LOWER 3 COURSES). REMOVE AND RE-INSTALL UNITS AT DISPLACED BRICK AT EXTERIOR FACE. SEE DETAIL 1/S-302. ASSUME 2,750 LF OF REPOINTING AT EXTERIOR FACE OF PARAPET.
CUT OUT MORTAR JOINTS AT EACH SIDE OF EXISTING CRACK AND PROVIDE JOINT REINFORCEMENT. REMOVE AND PROVIDE REPLACEMENT UNITS AT CRACKED BRICK AND REPOINT. SEE DETAIL 2/S-302. ASSUME 175 LF OF CRACK REPAIR.
LAYOUT CONTROL JOINTS AT 15' - 0"OC IN INSIDE WYTHE OF BRICK PARAPET. PROVIDE RESTORATION ANCHORS ALONG EACH SIDE OF JOINT. SAWCUT JOINT AND PROVIDE BACKER ROD AND TYPE 1 SEALANT. SEE DETAIL 6/S-302. ASSUME 100 LF OF CONTROL JOINTS.
REMOVE EXIST CRAMP AND CUT OUT SEALANT AND MORTAR BETWEEN COPING STONES. DEEP REPOINT AND PROVIDE BACKER ROD AND TYPE 1 SEALANT WITH WEATHERCAP. ASSUME 330 LF OF COPING JOINTS. SEE DETAIL 7/S-302. TYPICAL AT ALL COPING STONES.
REMOVE PARAPET WALL IN ITS ENTIRETY DOWN TO CORNICE LEVEL. DOWEL VERTICAL REINFORCEMENT THROUGH EXISTING CORNICE STONE AND RECONSTRUCT PARAPET WITH 6 - INCH CMU BACK UP WALL AND 4 - INCH BRICK REPLACEMENT UNITS. RE-INSTALL COPING STONES OVER THROUGH WALL FLASHING. SEE DETAILS 1/S-301 THROUGH 4/S-301.
1A
2
3
4
5
1B
2
2
ALTERNATE 1
ALTERNATE 1
LEGEND - MASONRY RESTORATION
INDICATES LIMITS OF PARAPET REMOVAL AND RECONSTRUCTION (ALTERNATE 1). SEE WORK NOTE 5.
INDICATES LIMITS OF 100% REPOINTING. SEE WORK NOTES 1A AND 1B.
REFER TO ARCHITECTURALDRAWINGS FOR ROOFINGAND BASE FLASHINGWORK
REMOVE INTERIOR VENEER (LOWER 3 COURSES) AND PROVIDE REPLACEMENT UNITS. SEE WORK NOTE 1A, TYPICAL
DEEP REPOINT. PROVIDE BACKER ROD AND TYPE 1 SEALANT WITH WEATHERCAP. SEE WORK NOTE 4,TYPICAL AT ALL COPING STONES
REPAIR CRACK.SEE WORK NOTE 2, TYPICAL
PROVIDE RESTORATION ANCHORS AT 4' - 0"OC (TYPICAL). SEE DETAIL5/S-302. INSTALL ANCHORS PRIOR TO BRICK REMOVAL
2
2
ALTERNATE 1 REMOVE AND RECONSTRUCT MASONRY PARAPET. SEE WORK NOTE 5.
EXISTING CORNICE TO REMAIN
ALTERNATE 1REPOINT COURSES OF EXTERIOR BRICK ABOVE CORNICE LEVEL. REMOVE AND RE-INSTALL DISPLACED BRICK UNITS. SEE WORK NOTE 1B, TYPICAL
DEEP REPOINT. PROVIDE BACKERROD AND TYPE 1 SEALANT WITH WEATHERCAP.SEE WORK NOTE 4, TYPICAL AT ALL COPINGSTONES
2
LINE TYPE LEGEND
- INDICATES EXISTING CONDITION
- INDICATES FACE OF CORNICE (BELOW)
- INDICATES NEW CONSTRUCTION
01/10/2018 BID DOCUMENTS
CONSTRUCTIONREPLACE ROOF, ADMINISTRATION
BUILDINGWICKS EXEMPT
DIVISION OF MILITARY & NAVAL AFFAIRS
Q1711
DESIGN & CONSTRUCTION
WARNING:THE ALTERATION OF THIS MATERIAL IN ANY WAY,UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECTFOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONSAND IS A CLASS 'A' MISDEMEANOR.
CONTRACT:
TITLE:
LOCATION:
CLIENT:
MARK DATE DESCRIPTION
PROJECT
NUMBER:
DESIGNED BY:
DRAWN BY:
FIELD CHECK:
APPROVED:
SHEET TITLE:
DRAWING NUMBER:
SHEET OF
CONSULTANT
36x24 PLOT SHEET
- C
28
NY STATE ARMORY93-05 168TH STREET
JAMAICA, NY
01/31/2018 ADDENDUM 22
1/31/2018 10:46:58 AM
F:\SHARE\11\112\11265-1\REVIT\LOCAL\11265-1_JamaicaArm
oryRoof_LOCAL_CGM_2017.rvt
CAR
SJW
S-101
ROOF PLAN -PARAPETS
SCALE: 1/8" = 1'-0"
ROOF PLAN - PARAPETS
NOT TO SCALES-101
1 TYPICAL MASONRY RESTORATION - INSIDE FACE OF PARAPETNOT TO SCALES-101
2 TYPICAL MASONRY RESTORATION - OUTSIDE FACE OF PARAPET
4
NON-SHRINK GROUT
PLYWOOD
WOOD BLOCKING (CONT.)(NOM. DIMS.)
2 6
RIGID INSULATION
INSULATIVE PROTECTION BOARD
1
?
.
DATUM POINT: TOP OF CONCRETE, STEEL OR SUBSTRATE
STANDARD DIMENSION
FINISHED SURFACE LINES - NEW
REMOVAL OF EXISTING
SOFFIT (ABOVE) OR HIDDEN (SURFACE BELOW)
REVISION DESIGNATION
KEYNOTES
SECTION AND DETAIL REFERENCESGENERAL ANNOTATION
SPECIAL NOTES
DETAIL NUMBER
SHEET NUMBER
12View Name1/8" = 1'-0"
DETAIL NUMBER
SCALE1
A-101
SIM
EXISTING ARMORY ROOF TO EAST,NOT IN CONTRACT
SCAFFOLDING EXTENTS ABOVE EXISTING ROOF
93R
D A
VE
.
168TH ST.
RA
IL R
OA
DNORTH
SCAFFOLDING EXTENTS AT GROUND LEVEL
EXISTING ARMORY ROOF TO EAST,NOT IN CONTRACT
SIDEWALK BRIDGE EXTENTS
93R
D A
VE
.
168TH ST.
RA
IL R
OA
D
NORTH
01/10/2018 BID DOCUMENTS
CONSTRUCTIONREPLACE ROOF, ADMINISTRATION
BUILDINGWICKS EXEMPT
DIVISION OF MILITARY & NAVAL AFFAIRS
Q1711
DESIGN & CONSTRUCTION
WARNING:THE ALTERATION OF THIS MATERIAL IN ANY WAY,UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECTFOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONSAND IS A CLASS 'A' MISDEMEANOR.
CONTRACT:
TITLE:
LOCATION:
CLIENT:
MARK DATE DESCRIPTION
PROJECT
NUMBER:
DESIGNED BY:
DRAWN BY:
FIELD CHECK:
APPROVED:
SHEET TITLE:
DRAWING NUMBER:
SHEET OF
CONSULTANT
36x24 PLOT SHEET
- C
28
NY STATE ARMORY93-05 168TH STREET
JAMAICA, NY
01/31/2018 ADDENDUM 22
2/1/2018 12:43:40 PM
C:\Users\ama0041\Documents\1570.01-OGS_TC_Jamaica_Arm
ory_Roof-Central-2016_jonesQ36JL.rvt
AJ
AP
A-001
GENERAL NOTES,LEGENDS AND
DETAILS
7
MATERIALS LEGENDSYMBOLS LEGEND
CODE NOTES
1. OVERALL GOVERNING CODE IS NEW YORK STATE UNIFORM
BUILDING AND ENERGY CODE 2016.
2. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL CODE
REQUIREMENTS.
OCCUPANCY AND CONSTRUCTION CLASS
1. EXISTING CONSTRUCTION CLASS: IIB
2. EXISTING OCCUPANCY: B
3. OCCUPANCY AND CONSTRUCTION CLASS ARE NOT CHANGED
BY THE WORK.
4. EGRESS AND EXITING ARE NOT CHANGED BY THE WORK.
TEMPORARY PROTECTION NOTES
1. TEMPORARY ACCESS IS THE RESPONSIBILITY OF THE
CONTRACTOR. COMPLY WITH OSHA STANDARD 1926.5000 'FALL
PROTECTION' AND ALL LOCAL CODES AND ORDINANCES OF
GOVERNING AUTHORITIES HAVING JURISDICTION. SUBMIT
SCAFFOLDING SYSTEM DESIGN PREPARED BY REGISTERED
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW
YORK, FOR INFORMATION ONLY.
A. THE OUTER SIDE AND ENDS OF EACH SCAFFOLD SHALL BE
COVERED WITH SAFETY NETTING.
B. SCAFFOLDING SHALL EXTEND TO 6'-0" ABOVE TOP OF PARAPET
(+/- 80'-0")
2. SIDEWALK SHED STRUCTURES SHALL BE PROVIDED AT ALL
SIDEWALKS ADJACENT TO THE WORK ON THE EXTERIOR FACE OF
THE BUILDING. COMPLY WITH CHAPTER 33 OF THE NEW YORK
STATE UNIFORM CODE AND ALL LOCAL CODES AND ORDINANCES
OF GOVERNING AUTHORITIES HAVING JURISDICTION. SUBMIT
SIDEWALK SHED DESIGN PREPARED BY REGISTERED
PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK, FOR
INFORMATION ONLY.
A. SIDEWALK SHED DECK SHALL BE DESIGNED AND CONSTRUCTED
TO CARRY A LIVE LOAD OF 300 PSF.
B. THE OUTER SIDE AND ENDS OF THE DECK OF THE SHED SHALL
BE PROVIDED WITH A SUBSTANTIAL ENCLOSURE AT LEAST 3'-6"
HIGH.
C. THE WALKWAY BELOW THE SHED SHALL BE WIDE ENOUGH TO
ACCOMMODATE PEDESTRIAN TRAFFIC NORMAL TO THE
LOCATION WITHOUT CAUSING CONGESTION, BUT IN NO CASE
SHALL THE WIDTH BE LESS THAN 4'-0". THE HEIGHT OF THE
WALKWAY MUST BE 8'-0" CLEAR.
D. THE UNDERSIDE OF THE SHED SHALL BE LIGHTED AT ALL
TIMES, EITHER BY NATURAL OR ARTIFICIAL LIGHT. THE LEVEL
OF ILLUMINATION SHALL BE THE EQUIVALENT OF THE
PRODUCED BY (2) 100 WATT, 3400 LUMEN STANDARD
INCANDESCENT LAMPS SPACED 15'-0" APART.
E. ALL OPENINGS IN SIDEWALK SHED AT THE DECK LEVEL SHALL
BE CLOSED OR PROTECTED AT AL TIMES.
1" = 20'-0"1
SITE PLAN - ALTERNATE 1 - SCAFFOLDING 2
1" = 20'-0"3
SITE PLAN - SIEDWALK BRIDGE
DS.1
DS.2 DR.4
DR.2DR.2
DR.2
DR.4
DR.2
V V
V
V V
V
H
H
VVV
V2
V6V6
V V
V V V
DR.6
DR.6
DR.7
DR.7
DR.2
DR.8
DR.1
DR.1
DR.3
DR.3
DR.3
DR.3
DR.3
DR.1
DR.4
DR.4
DR.4DR.4
DR.4
DR.4
DR.4
DR.4
DR.4
DR.4
DR.4
DR.4DR.4
DR.4
DR.4
DR.4
DR.4DR.4
DR.4DR.4
DR.4
DR.4DR.4
DR.4DR.4
DR.2DR.2
DR.2
DR.10
DR.10
DR.9DR.12 TYP
E
E
E E
E E
E E
E
E
E
E
E
E
E
HH
H H
TYP
M
M1
M
M
M
M M
M
M M
DR.11TYP
DR.13
E
DR.4DR.2
DR.4
DR.4
DR.4
DR.4
DR.4
DR.4
DR.4DR.4
DR.4
DR.4
DR.3
DR.14
2' - 0"
2' -
0"
DR.14
DR.14
DR.14
DR.14
DR.14
DR.9
DR.9
DR.9
DR.15
NORTH
DR.4DR.4
4
A-304
1
A-304
1
A-304
1
A-304
1
A-304
1
A-304
1
A-304
4
A-304
4
A-304
6
A-304
6
A-304
6
A-304
DR.17TYP
DR.1
DR.1DR.3
V
DR.3
V
V12V48
DR.4
DR.4
DR.4
DR.4
DR.4
DR.4
DR.4
DR.4DR.4
DR.16DR.16
DR.4DR.4DR.4
DR.9
DR.4
DR.4
DR.4
DR.14
DR.14
NORTH
REFERENCE PHOTO FOR DR.16
1
A-304
1
A-304
1
A-304
1
A-304
1
A-304
1
A-304
1
A-304
1
A-304
2
2
2
2
ROOF PENETRATION LEGEND
M - MECHANICAL DUCT PENETRATION
V - VENT PIPE WITH 4-1/2" OUTSIDE DIAMETER
E - ELECTRICAL CONDUIT PENETRATION
- ROOF DRAIN
VX - VENT PIPE WHERE "X" IS THE OUTSIDE DIAMETER IN INCHES
M1 - EXHAUST FAN PENETRATION
H - HYDRONIC PIPING PENETRATION
01/10/2018 BID DOCUMENTS
CONSTRUCTIONREPLACE ROOF, ADMINISTRATION
BUILDINGWICKS EXEMPT
DIVISION OF MILITARY & NAVAL AFFAIRS
Q1711
DESIGN & CONSTRUCTION
WARNING:THE ALTERATION OF THIS MATERIAL IN ANY WAY,UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECTFOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONSAND IS A CLASS 'A' MISDEMEANOR.
CONTRACT:
TITLE:
LOCATION:
CLIENT:
MARK DATE DESCRIPTION
PROJECT
NUMBER:
DESIGNED BY:
DRAWN BY:
FIELD CHECK:
APPROVED:
SHEET TITLE:
DRAWING NUMBER:
SHEET OF
CONSULTANT
36x24 PLOT SHEET
- C
28
NY STATE ARMORY93-05 168TH STREET
JAMAICA, NY
01/31/2018 ADDENDUM 22
2/1/2018 12:43:42 PM
C:\Users\ama0041\Documents\1570.01-OGS_TC_Jamaica_Arm
ory_Roof-Central-2016_jonesQ36JL.rvt
AJ
AP
A-101
ROOF PLAN -REMOVALS
8
GENERAL REMOVAL NOTES
A THESE GENERAL NOTES APPLY TO EXISTING SPACES AND BUILDING CONSTRUCTION AFFECTEDBY THE WORK.
B EXISTING CONDITIONS MAY VARY FROM THOSE INDICATED. NOTIFY THE DIRECTOR'SREPRESENTATIVE IN WRITING OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THECONTRACT DOCUMENTS BEFORE PROCEEDING WITH THE WORK.
C WHEN REMOVING A MATERIAL, COMPONENT, ASSEMBLY OR SYSTEM, “COMPLETE” SHALL MEANTHE MATERIAL, COMPONENT, ASSEMBLY OR SYSTEM, ALONG WITH ASSOCIATED SUSPENSION,HANGERS, BRACING, SHIMS, FASTENERS, ANCHORS, TRIM, ACCESSORIES, TRANSITION PIECES,ADHESIVES, SEALANTS, ETC., UNLESS OTHERWISE INDICATED.
D SALVAGE MATERIALS AND EQUIPMENT AND TURN OVER TO THE DIRECTORS REPRESENTATIVEAS INDICATED. SALVAGING SHALL INCLUDE THE REMOVAL OF INTACT ASSEMBLIES, THEIRSTORAGE, PROTECTION, ORGANIZING AND RELOCATION UNLESS OTHERWISE INDICATED OR ASDIRECTED.
E WHEN DURING THE COURSE OF THE WORK, EXISTING CONSTRUCTION INDICATED TO REMAIN ISDAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE WITH IN-KIND MATERIAL TO LIKE-NEWCONDITION, AT NO EXPENSE TO THE DIRECTOR'S REPRESENTATIVE. REPAIR OR REPLACEMENTMETHODS AND MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE DIRECTOR'SREPRESENTATIVE.
F DO NOT DISTURB SUSPECTED YET UNIDENTIFIED HAZARDOUS MATERIAL. WHEN IN THE COURSEOF THE WORK, SUSPECT MATERIALS ARE ENCOUNTERED THAT ARE NOT DOCUMENTED IN THEHAZMAT SCOPE THE CONTRACTOR SHALL STOP WORK IN THE AFFECTED AREA, ANDIMMEDIATELY NOTIFY THE DIRECTOR'S REPRESENTATIVE.
G SHORE, BRACE AND SUPPORT STRUCTURAL ELEMENTS DURING CUTTING AND PATCHING. DONOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT COULD CHANGE THEIR LOADCARRYING CAPACITY OR LOAD DEFLECTION RATIO. WHERE CUTTING AND PATCHING INVOLVEADDING REINFORCEMENT TO STRUCTURAL ELEMENTS, SUBMIT DETAILS AND ENGINEERINGCALCULATIONS OF A REGISTERED PROFESSIONAL (STRUCTURAL) ENGINEER, CURRENTLYLICENSED IN NEW YORK STATE, SHOWING INTEGRATION OF REINFORCEMENT WITH ORIGINALSTRUCTURE.
H ROOF MUST BE WEATHER TIGHT EVERY DAY UNTIL COMPLETION.
1/8" = 1'-0"1
MAIN ROOF REMOVAL PLAN
1/8" = 1'-0"2
TOWER AND BULKHEAD ROOF REMOVAL PLAN
KEYED NOTES
E DESCRIPTION
DR.1 REMOVE EXISTING ROOF SYSTEM TO LEVEL OF CONCRETE ROOF SLAB
DR.2 REMOVE EXISTING STANDING SEAM METAL FLASHING
DR.3 REMOVE EXISTING ROOF DRAIN TO FIRST ELBOW.
DR.4 REMOVE EXISTING METAL FLASHING, TRIM THRUWALL FLASHING AT BRICKFACE
DR.6 REMOVE METAL CLADDING OVER DUNNAGE STRUCTURE
DR.7 REMOVE EXISTING THRU-WALL SCUPPER AND PREP OPENING FOR SCUPPERINSTALL
DR.8 REMOVE EXISTING SKYLIGHT AND SKYLIGHT CURB, COMPLETE. CLEAN ANDPREP OPENING FOR CONCRETE INFILL TO MATCH EXISTING ROOF DECK.
DR.9 REMOVE ROOF MEMBRANE, FLASHING, ADHESIVES, AND PAINTS FROMEXISTING VENT PIPE, PIPE TO REMAIN. TYPICAL AT ALL 'V' AND 'VX'LOCATIONS UNLESS NOTED OTHERWISE
DR.10 REMOVE PITCH POCKET AROUND VENT PIPES, PIPES TO REMAIN.
DR.11 REMOVE FLASHING AROUND MECHANICAL PENETRATIONS,DUCTWORK/FANS TO REMAIN. TYPICAL AT ALL 'M' LOCATIONS
DR.12 REMOVE PITCH POCKETS AT ELECTRICAL PENETRATIONS, CONDUIT TOREMAIN. TYPICAL AT ALL 'E' LOCATIONS UNLESS NOTED OTHERWISE
DR.13 REMOVE MECHANICAL UNIT, SEE MECHANICAL DRAWINGS. TEMPORARILYSUPPORT TOP DUNNAGE BEAMS. REMOVE LOOSE LAID STEEL DUNNAGESUPPORT AND SHIMS. SEE STRUCTURAL DRAWINGS FOR DUNNAGEDETAILING.
DR.14 REMOVE 2'-0" X 2'-0" OF CONCRETE SLAB AROUND ROOF DRAIN. SEESTRUCTURAL DRAWINGS.
DR.15 REMOVE ABANDONED ELECTRICAL PITCH POCKET
DR.16 LOOSEN LOWER CLAMP RING, RAISE UP 18" AND RETIGHTEN. REMOVE ROOFMEMBRANE, FLASHING, ADHESIVES, AND PAINTS BELOW LEVEL OFADJUSTED CLAMP RING.
DR.17 REMOVE FLASHING AND METAL SURROUNDS FROM HYDRONIC PIPINGPENETRATIONS. PIPING TO REMAIN.
DS.1 REMOVE EXISTING WOOD STAIR
DS.2 REMOVE EXISTING METAL STAIR
22
2 2
2
2
2
2
2
22
2
2
2
2
2
2
2
2
2
2
75' -
4"
50' - 0" 58' - 4"29' - 8" 28' - 7"
8' -
8"
28' - 8" 26' - 5" 3' - 6" 9' - 8 1/2" 28' - 1" 23' - 9" 44' - 5 1/2"
9' -
8 3
/4"
5' - 3"
19' -
0"
5' -
9"
10' -
1"
22' -
7"
11' -
5"
8' -
0"
4' - 10 1/2"
5' -
0"
3' -
0"
8"
1
A-301
3
A-303
4
A-303
3
A-303
TYP
2
A-301
1
A-303
3
A-304
5
A-302
2
A-302
8
A-302
3
A-303
TYP
2
A-301
5
A-303
VV
V
V V
V
H
H
VVV
V2
V6
V6
V V
V V V
E
E
E E
E E
E E
E
E
E
E
E
E
E
H
H
H H
M
M1
M
M
M
M M
M
M M
R.2
R.2
R.2
R.2
R.2
R.2
R.3TYP
R.4
R.4
R.5 R.6 TYPTYP
S.2
2
A-303
R.8
3' -
8 1
/2"
W.1
S.3
6"
1' -
8"
R.9
R.9
R.9
R.9
R.9
R.9
R.4 R.4
R.4R.4
NORTH
EXISTING ARMORY ROOF TO EAST,
NOT IN CONTRACT
8
A-302
23' -
0"
25' -
0"
25' -
2"
R.10 TYP
R.1R.1
TYP
R.1R.1
R.1R.1
R.1R.1
TYP
TYP
TYP
R.1R.1
TYP
10' -
11"
2
A-301
2
A-301
3
A-303
TYP
2
A-301
1
A-303
1
A-303
3
A-303
TYP
3
A-303
TYP
3
A-303
TYP
3
A-303
TYP
2
A-303
5
A-303
43' - 7 1/2"
R.3
R.3R.3
2' - 9"
R.11
2
A-301
2
A-301
R.12 R.12
R.13 TYP
ROOF PENETRATION LEGEND
M - MECHANICAL DUCT PENETRATION
V - VENT PIPE WITH 4-1/2" OUTSIDE DIAMETER
E - ELECTRICAL CONDUIT PENETRATION
- ROOF DRAIN
VX - VENT PIPE WHERE "X" IS THE OUTSIDE DIAMETER IN INCHES
M1 - EXHAUST FAN PENETRATION
H - HYDRONIC PIPING PENETRATION
01/10/2018 BID DOCUMENTS
CONSTRUCTIONREPLACE ROOF, ADMINISTRATION
BUILDINGWICKS EXEMPT
DIVISION OF MILITARY & NAVAL AFFAIRS
Q1711
DESIGN & CONSTRUCTION
WARNING:THE ALTERATION OF THIS MATERIAL IN ANY WAY,UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECTFOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONSAND IS A CLASS 'A' MISDEMEANOR.
CONTRACT:
TITLE:
LOCATION:
CLIENT:
MARK DATE DESCRIPTION
PROJECT
NUMBER:
DESIGNED BY:
DRAWN BY:
FIELD CHECK:
APPROVED:
SHEET TITLE:
DRAWING NUMBER:
SHEET OF
CONSULTANT
36x24 PLOT SHEET
- C
28
NY STATE ARMORY93-05 168TH STREET
JAMAICA, NY
01/31/2018 ADDENDUM 22
2/1/2018 12:43:43 PM
C:\Users\ama0041\Documents\1570.01-OGS_TC_Jamaica_Arm
ory_Roof-Central-2016_jonesQ36JL.rvt
AJ
AP
A-102
MAIN ROOF PLAN
9 1/8" = 1'-0"
1ROOF PLAN
GENERAL ROOFING NOTES
A PROTECTION - THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED TO PROTECT THE ADJACENT ROOF SURFACES. ADJACENT ROOF SURFACES MAY
CURRENTLY BE UNDER A MANUFACTURER'S WARRANTY - THE CONTRACTOR SHALL VERIFY CONDITIONS. ANY WORK DONE AFFECTING ADJACENT SURFACES SHALL BE BY
AUTHORIZED PERSONNEL, USING MATERIALS AND METHODS ACCEPTABLE BY THE WARRANTOR. OBTAIN APPROVALS, INSPECTIONS AND DOCUMENTATION AS NECESSARY TO
SUBSTANTIATE ACCEPTANCE.
B THE SCOPE OF WORK INVOLVES THE TOTAL REMOVAL OF THE EXISTING ROOF SYSTEM TO THE EXISTING DECK. THE CONTRACTOR SHALL INSPECT THE DECK WHEN EXPOSED
FOR DISTRESS OR DETERIORATION. IF DISTRESS OF DETERIORATION IS FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DIRECTOR'S REPRESENTATIVE. SEE
STRUCTURAL DRAWINGS FOR DECK REPAIR DETAILS.
C LOADING - THE CONTRACTOR SHALL AVOID EXCESSIVE LOADING OF THE BUILDING ELEMENTS WHEN PLACING AND HANDLING ROOFING MATERIALS AND EQUIPMENT. ROOF
LOADING DURING CONSTRUCTION SHOULD NOT EXCEED THE STRUCTURAL DESIGN LOAD OF 50 POUNDS PER SQUARE FOOT.
D DEWATERING - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF STANDING WATER ON THE ROOF AS REQUIRED TO PERFORM THE WORK.
E CONTRACTOR SHALL PROTECT EXISTING ARMORY ROOF TO THE EAST FROM FALLING DEBRIS AND DAMAGE.
F CONTRACTOR SHALL PROTECT SOUTH SIDE RAILROAD TRACKS FROM FALLING DEBRIS.
G CONTRACTOR SHALL PROVIDE MOCK UPS FOR EACH DETAIL.
KEYED NOTES
E DESCRIPTION
R.1 90MM EPDM MEMBRANE, INSULATIVE COVER BOARD, INSUALTION AND
VAPOR BARRIER, TYPICAL. SEE ROOF DETAILS
R.2 ROOF DRAIN, SEE 3/A302
R.3 FLASHING AT EXISTING VENT PIPE PENETRATIONS, SEE 6/A302.
R.4 PITCH POCKET AT EXISTING VENT PIPE PENETRATIONS, SEE 4/A302.
R.5 FLASHING AT EXISTING MECHANICAL DUCT PENETRATIONS.
R.6 FLASHING AT EXISTING ELECTRICAL CONDUIT PENETRATIONS, SEE 7/A302.
R.8 DUNNAGE SUPPORT. SEE STRUCTURAL DRAWINGS.
R.9 PATCH CONCRETE SLAB AROUND ROOF DRAIN. SEE STRUCTURAL
DRAWINGS,
R.10 LINE OF EXISTING CONCRETE SLAB RIDGE OR VALLEY
R.11 FLASHING AT EXISTING EXHAUST FAN PENETRATION.
R.12 3'-0" X 3'-0" WALK OFF PAD
R.13 FLASHING AT EXISTING HYDRONIC PIPE PENETRATIONS, SEE 7/A302
S.2 OSHA COMPLIANT GALVANIZED METAL STAIR WITH HAND RAIL.
S.3 OSHA COMPLIANT ALUMINUM METAL LADDER WITH WALK PADS AT TOP AND
BOTTOM
W.1 EXISTING CHIMNEY TO REMAIN
2
2
2
2 2
2
2
C.1
C.1
C.1
C.1 C.1
C.1
DW.1
W.2
DC.1
DC.1DC.1
DC.1
DC.1
DC.1
DW.1
W.2
DC.4
DC.4
DORMITORY WOMEN'S
400
STAIRCASE B
STAIRCASE A
RECREATION AREA
403
STORAGE ROOM
STAFF LOUNGE STAFF LOCKER CLIENTS STORAGE
PROGRAM DIRECTOR
ADMIN. ASSIT.
ADMINISTRATOR AREA
409
SUPPLY STORAGE
410
LINEN ROOM
SOCIAL SERVICES AREA
408
CLIENT SHOWER BATHROOM
406
Room
413
MEDICAL RECEPTION OFFICE
FACULTY OFFICE
MEDICAL EXAM ROOM
BATHROOM
ELEVATOR
DC.4
DC.4
DC.4
2
8' - 0"
01/10/2018 BID DOCUMENTS
CONSTRUCTIONREPLACE ROOF, ADMINISTRATION
BUILDINGWICKS EXEMPT
DIVISION OF MILITARY & NAVAL AFFAIRS
Q1711
DESIGN & CONSTRUCTION
WARNING:THE ALTERATION OF THIS MATERIAL IN ANY WAY,UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECTFOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONSAND IS A CLASS 'A' MISDEMEANOR.
CONTRACT:
TITLE:
LOCATION:
CLIENT:
MARK DATE DESCRIPTION
PROJECT
NUMBER:
DESIGNED BY:
DRAWN BY:
FIELD CHECK:
APPROVED:
SHEET TITLE:
DRAWING NUMBER:
SHEET OF
CONSULTANT
36x24 PLOT SHEET
- C
28
NY STATE ARMORY93-05 168TH STREET
JAMAICA, NY
01/31/2018 ADDENDUM 22
2/1/2018 12:43:44 PM
C:\Users\ama0041\Documents\1570.01-OGS_TC_Jamaica_Arm
ory_Roof-Central-2016_jonesQ36JL.rvt
AJ
AP
A-104
REFLECTED CEILINGPLAN
11
1/8" = 1'-0"1
FIFTH FLOOR
CONSTRUCTION KEYED NOTES
NO. DESCRIPTION
C.1 PATCH PLASTER CEILING TO MATCH EXISTING. IAL-3 PAINT TO MATCH
EXISTING,
W.2 PROVIDE GYPSUM PARTITION INFILL TO MATCH EXISTING. TAPE, SAND, AND
IAL-3 PAINT TO MATCH EXISTING.
REMOVAL KEYED NOTES
NO. DESCRIPTION
DC.1 REMOVE EXISTING PLASTER TO ALLOW FOR ROOF DRAIN AND PIPING
REPLACEMENT WORK. ASSUME 100 SF PER ROOF DRAIN. SEE PLUMBING
DRAWINGS.
DC.4 PROVIDE DUST BARRIER AROUND CEILING WORK. DUST ENCLOSURE SHALL
NOT IMPEDE STAIR USE OR EXITING.
DW.1 SELECTIVE REMOVAL OF WALL ASSEMBLY TO ALLOW FOR PLUMBING WORK.
SEE PLUMBING DRAWINGS.
2
2
2
2
2
ROOF 1
ROOF 2
WOOD BLOCKING, NOTCHING OF WOOD TO FIT FLUSH OVER FASTENERS IS REQUIRED
EXISTING LIGHTWEIGHT CONCRETE SLAB
FORMED STAINLESS STEEL GRAVEL STOP BY ROOFING MANUFACTURER
EXISTING CONCRETE SLAB
EXISTING LIGHTWEIGHT CONCRETE SLAB
90 MIL EPDM MEMBRANE EXTENDS DOWN FACE
VAPOR BARRIER SET IN PRIMER/ADHESIVE
EXISTING CONCRETE SLAB
1/2" ISULATIVEPROTECTION BOARD
1/2" INSULATIVE PROTECTION BOARD FIXED ALUMINUM ACCESS LADDER
90 MIL ROOF MEMBRANE
CONTINUOUS BEAD OF TYPE 1 SEALANT
25
24 24
24
ATTACH WOOD BLOCKING TO EXISTING CONCRETE SLAB WITH 1/4" DIAMETER SELF DRILLING CONCRETE ANCHOR AT 12" ON CENTER, PROVIDE FLAT WASHER BELOW HEAD OF ANCHOR.
1/2" EXTERIOR GRADE PLYWOOD
BONDING ADHESIVE
90 MIL EPDM ROOF MEMBRANE
6" CURED EPDM COVER TAPE
3" SPLICE TAPE
1" T
O 1
-1/2
"
BATTEN WITH FASTENERS AT12" ON CENTER MAXIMUM(SEALANT OVER FASTENER HEADS BY ROOF MANUFACTURER)
12" CURED EPDM COVER TAPE
6" CURED EPDM COVER TAPE
1-3/4" STAINLESS STEEL NAILS AT 8" ON CENTER MAXIMUM
CONTINUOUS BEAD OF TYPE 1 SEALANT BY ROOFING MANUFACTURER
CONTINUOUS METAL CLEAT
5 1/2"
1' -
0"
1' -
0"
1"
MANUFACTURER SUPPLIED CONCRETE ANCHOR
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2" FLAT ISO BASE LAYER
IN 2 COMPONENT ADHESIVE (STAGGER INSULATION JOINTS MINIMUM
OF 12" BETWEEN LAYERS TYPICAL)(RIGID INSULATION AND PROTECTION
BOARD TOGETHER ACHIEVE R30)
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2" FLAT ISO BASE LAYER
IN 2 COMPONENT ADHESIVE (STAGGER INSULATION JOINTS MINIMUM
OF 12" BETWEEN LAYERS TYPICAL)(RIGID INSULATION AND PROTECTION
BOARD TOGETHER ACHIEVE R30)
EXISTING CONCRETE WALL
BONDING ADHESIVE
EXISTING CONCRETE SLAB
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN LAYERS TYPICAL)(RIGID INSULATION AND PROTECTION BOARD TOGETHER ACHIEVE R30)
BONDING ADHESIVE
VAPOR BARRIER SET IN PRIMER/ADHESIVE
TWO PIECE STAINLESS STEEL COUNTERFLASHING, SEE SHEET A304
EXISTING LIMESTONECORNICE
BRICK VENEER
TERMINATION BAR AND FASTENER BY ROOF MANUFACTURER AT 6" ON CENTER (TYP)
CONTINUOUS BEAD OF TYPE 1 SEALANT BY MANUFACTURER
1/2" INSULATIVE PROTECTION BOARD
90 MIL EPDM ROOF MEMBRANE
CONTINUOUS BEAD OF TYPE 1 SEALANT BY ROOF MANUFACTURER
SINGLE PLY EPDM MEMBRANE EXTENDS DOWN FACE AND NAIL OFF AT 6" ON CENTER
6" CURED EPDM COVER TAPE
3" SPLICE TAPE
BATTEN WITH FASTENERS AT 12" ON CENTER MAXIMUM (SEALANT OVER FASTENER HEADS BY ROOF MANUFACTURER)
1" T
O 1
-1/2
"
EXISTING CONCRETE SLAB
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT
ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN LAYERS TYPICAL)
(RIGID INSULATION AND PROTECTION BOARD TOGETHER ACHIEVE R30)
BONDING ADHESIVE
VAPOR BARRIER SET IN PRIMER/ADHESIVE
TERMINATION BAR AND FASTENER BY ROOF MANUFACTURER AT 6" ON CENTER (TYP)
1/2" INSULATIVE PROTECTION BOARD
90 MIL EPDM ROOF MEMBRANE
CONTINUOUS BEAD OF TYPE 1 SEALANT BY ROOF MANUFACTURER
SINGLE PLY EPDM MEMBRANE EXTENDS UP FACE OF EXISTING CANT
6" CURED EPDM COVER TAPE
3" SPLICE TAPE
BATTEN WITH FASTENERS AT 12" ON CENTER MAXIMUM (SEALANT OVER FASTENER HEADS
BY ROOF MANUFACTURER)
EXISTING CANT
STAINLESS STEEL COUNTER FLASHING
EXISTING DUCT PENETRATION
GALVANIZED SELF TAPPING METAL SCREW, WITH GASKET
EXISTING FLANGE TO REMAIN
EXISTING CONCRETE SLAB
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT
ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN LAYERS TYPICAL)
(RIGID INSULATION AND PROTECTION BOARD TOGETHER ACHIEVE R30)
BONDING ADHESIVE
VAPOR BARRIER SET IN PRIMER/ADHESIVE
1/2" INSULATIVE PROTECTION BOARD
90 MIL EPDM ROOF MEMBRANE
SINGLE PLY EPDM MEMBRANE EXTENDS UP FACE OF EXISTING CURB
6" CURED EPDM COVER TAPE
3" SPLICE TAPE
BATTEN WITH FASTENERS AT 12" ON CENTER MAXIMUM (SEALANT OVER FASTENER HEADS
BY ROOF MANUFACTURER)
STAINLESS STEEL COUNTER FLASHING
EXISTING FAN CURB TO REMAIN
GALVANIZED SELF TAPPING METAL SCREW, WITH GASKET
EXISTING FLANGE TO REMAIN
01/10/2018 BID DOCUMENTS
CONSTRUCTIONREPLACE ROOF, ADMINISTRATION
BUILDINGWICKS EXEMPT
DIVISION OF MILITARY & NAVAL AFFAIRS
Q1711
DESIGN & CONSTRUCTION
WARNING:THE ALTERATION OF THIS MATERIAL IN ANY WAY,UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECTFOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONSAND IS A CLASS 'A' MISDEMEANOR.
CONTRACT:
TITLE:
LOCATION:
CLIENT:
MARK DATE DESCRIPTION
PROJECT
NUMBER:
DESIGNED BY:
DRAWN BY:
FIELD CHECK:
APPROVED:
SHEET TITLE:
DRAWING NUMBER:
SHEET OF
CONSULTANT
36x24 PLOT SHEET
- C
28
NY STATE ARMORY93-05 168TH STREET
JAMAICA, NY
01/31/2018 ADDENDUM 22
2/1/2018 12:43:45 PM
C:\Users\ama0041\Documents\1570.01-OGS_TC_Jamaica_Arm
ory_Roof-Central-2016_jonesQ36JL.rvt
AJ
AP
A-301
WALL SECTIONS ANDDETAILS
12 3" = 1'-0"1
MAIN ROOF LEVEL CHANGE 3" = 1'-0"
2ROOF EDGE AT HIGH LIMESTONE CORNICE
2
3" = 1'-0"4
MEMBRANE AND COUNTER FLASHING AT DUCT PENETRATION 'M' 3" = 1'-0"
3MEMBRANE AND COUNTER FLASHING AT EXHAUST PENETRATION 'M1'
2
DRAIN SUMP 2'-0"
DETAIL NOTES:
1. REMOVE ALL LEAD AND OTHER EXISTING FLASHINGS.
2. ALL BOLTS AND CLAMPS MUST BE IN PLACE TO PROVIDE CONSTANT COMPRESSION ON WATER CUT-OFF MASTIC.
3. CUT THE MEMBRANE SO IT EXTENDS A MINIMUM OF 1/2" FROM THE ATTACHMENT POINTS OF THE CLAMPING RING.
4. HOLE IN MEMBRANE MUST EXCEED THE SIZE OF THE DRAIN PIPE.
5. FIELD SPLICES MUST BE LOCATED AT LEAST 6 INCHES OUTSIDE DRAIN SUMP.
EXISTING CONCRETE SLAB
VAPOR BARRIER SET IN PRIMER/ADHESIVE
90 MIL EPDM ROOF MEMBRANE SET IN BONDING ADHESIVE. EXTEND UNDER DRAIN CLAMP RING PER MANUFACTUER INSTRUCTIONS
WATER CUT-OFF MASTIC
DRAIN BODY CLAMPING RING
DRAIN EXTENDER TO RAISE ROOF DRAIN TO INSULATION THICKNESS
18" TAPERED EDGE STRIP SET IN 2 COMPONENT ADHESIVE
ALL TAPERED INSULATION LAYOUTS BEGIN AT DRAIN SUMPS AND PROJECT OUTWARD TO ROOF EDGES.
CONCRETE PATCH TO MATCH EXISTING, SEE STRUCTURAL DRAWINGS
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN LAYERS TYPICAL) (RIGID INSULATIONAND PROTECTION BOARD TOGETHER
ACHIEVE R30)
1' - 0"
WELDED METAL SCUPPER SLEEVE
6" CURED EPDM COVER TAPE CENTERED OVER EDGE OF SCUPPER FLANGE
90 MIL EPDM ROOF MEMBRANE
90 MIL EPDM ROOF MEMBRANE
VAPOR BARRIER SETIN PRIMER/ADHESIVE
1/2" INSULATIVE PROTECTION BOARD
BONDING ADHESIVE
12" CURED EPDM COVER TAPE
1-1/4" HOT DIPPED GALVANIZED MASONRY SCREWS 4" O.C. MAX
6" CURED EPDM COVER TAPE
12" CURED EPDM COVER TAPE
TERMINATION BAR AND FASTENER 6" ON CENTER WITH WATER STOP BEHIND BAR, TYP BY MANUFACTURER
TWO PIECE STAINLESS STEEL COUNTERFLASHING, SEE SHEET A304
CONTINUOUS BEAD OF TYPE 1 SEALANT
CONTINUOUS BEAD OF TYPE 1 SEALANT BY MANUFACTURER
CONTINUOUS BEAD OF TYPE 1 SEALANT BY MANUFACTURER
CONTINUOUS BEAD OF TYPE 1 SEALANT BY MANUFACTURER
CONTINUOUS BEAD OF TYPE 1 SEALANT BY MANUFACTURER
EXISTING BRICK
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN LAYERS TYPICAL) (RIGID INSULATIONAND PROTECTION BOARD TOGETHER
ACHIEVE R30)
CONTINUE EPDM TO OUTSIDE OF SCUPPER
AND TURN DOWN WALL
1-1/4" HOT DIPPED GALVANIZED MASONRYSCREWS 4" O.C. MAX
CONTINUOUS BEAD OF TYPE 1 SEALANT BY
MANUFACTURER
METAL FLANGE
CONTINUOUS BEAD OF TYPE 1 SEALANT BY
MANUFACTURER
3 3/
8"
RIGID INSULATION CANT
5"
FIELD FABRICATEDMETAL HOOD
PENETRATION TO REMAIN. CONTRACTOR SHALL PROTECT
DURING REMOVAL/ CONSTRUCTION OPERATIONS.
CONTINUOUS BEAD OF TYPE 3 SEALANT
12" CURED EPDM COVER TAPE
90 MIL EPDM ROOF MEMBRANE
VAPOR BARRIER SETIN PRIMER/ADHESIVE
EXISTING CONCRETE SLAB
1/2" INSULATIVE PROTECTION BOARD
4"
EXISTING EXTERIOR PIPE COLLAR
1"
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT ADHESIVE
(STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN LAYERS TYPICAL) (RIGID INSULATION AND PROTECTION
BOARD TOGETHER ACHIEVE R30)
6" CURED EPDM COVER TAPE
CONTINUOUS BEAD OF TYPE 1 SEALANT BY ROOF MANUFACTURER
CONTINUOUS BEAD OF SEALANT BY ROOF MANUFACTURER
3" MIN.
PRE-MOLDED CONDUITFLASHING BY MANUFACTURER
FIELD FABRICATEDMETAL HOOD
CONDUIT PENETRATION TO REMAIN. CONTRACTOR
SHALL PROTECT DURING REMOVAL/CONSTRUCTION
OPERATIONS.
EXISTING CONCRETE SLAB
STAINLESS STEELCLAMPING RING BY MANUFACTURER
CONTINOUSBEAD OF TYPE 1
SEALANT
12" CURED EPDM COVER TAPE
90 MIL EPDM ROOF MEMBRANE
VAPOR BARRIER SETIN PRIMER/ADHESIVE
1/2" INSULATIVE PROTECTION BOARD
LAP SEALANT BY MANUFACTURER
2"
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT
ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN
LAYERS TYPICAL) (RIGID INSULATIONAND PROTECTION BOARD TOGETHER
ACHIEVE R30)
BONDING ADHESIVE
CONTINUOUS BEAD OF TYPE 1 SEALANT ROOF
MANUFACTURER
6" MIN.
EXISTING VENT PIPETO REMAIN. CONTRACTOR
SHALL PROTECT DURINGREMOVAL/CONSTRUCTION
OPERATIONS
METAL PITCH POCKET
POURABLE SEALER BY ROOF MANUFACTURER
NON-SHRINKING GROUT
EXISTING CONCRETE SLAB
VAPOR BARRIER SETIN PRIMER/ADHESIVE
1/2" EXTERIOR GRADE PLYWOOD
1/2" INSULATIVE PROTECTION BOARD
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN
2 COMPONENT ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN LAYERS TYPICAL) (RIGID
INSULATION AND PROTECTION BOARD TOGETHER ACHIEVE R30)
12" CURED EPDM COVER TAPE
9" CURED EPDM COVER TAPE
CONTINUOUS BEAD OF TYPE 1 SEALANT BY ROOF MANUFACTURER
1-1/4" HOT DIPPED GALVANIZED ROOF NAILS AT 4" ON CENTER MAXIMUM
BONDING ADHESIVE
90 MIL EPDM ROOF MEMBRANE
24
24
24
2 4
2 4
2 4
WOOD BLOCKING, NOTCHING OF WOOD TO FIT FLUSH OVER
FASTENERS IS REQUIRED
ATTACH WOOD BLOCKING TO EXISTING CONCRETE SLAB WITH 1/4" DIAMETER SELF DRILLING CONCRETE ANCHOR AT 12" ON CENTER, PROVIDE FLAT WASHER BELOW HEAD OF ANCHOR.
6" MIN.
ATTACH UPPER WOOD BLOCKING TO LOWER BLOCKING WITH SCREWS, TYP.
90 MIL EPDM ROOF MEMBRANE
EXISTING CONCRETE SLAB
1/2" INSULATIVE PROTECTION BOARD
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT
ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN
LAYERS TYPICAL) (RIGID INSULATIONAND PROTECTION BOARD TOGETHER
ACHIEVE R30)
BONDING ADHESIVE
METAL ROOF DECK
2-1/2" X 2-1/2" STEEL ANGLE
VAPOR BARRIER SET IN PRIMER/ADHESIVE
SUBSTRATE BOARD
90 MIL EPDM ROOF MEMBRANE
EXISTING WALL
EXTEND ROOF MEMBRANEOVER CURB
BONDING ADHESIVE
25
24 24
24
ATTACH WOOD BLOCKING TO EXISTING CONCRETE SLAB WITH 1/4" DIAMETER SELF DRILLING CONCRETE ANCHOR AT 12" ON CENTER, PROVIDE FLAT WASHER BELOW HEAD OF ANCHOR.
WOOD BLOCKING, NOTCHING OF WOOD TO FIT FLUSH OVER FASTENERS IS REQUIRED
FORMED GRAVEL STOP BY ROOFING MANUFACTURER
1/2" INSULATIVE PROTECTION BOARD
90 MIL EPDM ROOF MEMBRANE
CONTINUOUS BEAD OF TYPE 1 SEALANT
1/2" EXTERIOR GRADE PLYWOOD
12" CURED EPDM COVER TAPE
6" CURED EPDM COVER TAPE
1-3/4" STAINLESS STEEL NAILS AT 8" ON CENTER MAXIMUM
CONTINUOUS BEAD OF SEALANT BY ROOFING MANUFACTURER
CONTINUOUS METAL CLEAT
EXISTING CONCRETE SLAB
METAL ROOF DECK
2-1/2" X 2-1/2" STEEL ANGLE
VAPOR BARRIER SET IN PRIMER/ADHESIVE
SUBSTRATE BOARD
EXISTING VENT PIPETO REMAIN. CONTRACTOR
SHALL PROTECT DURINGREMOVAL/CONSTRUCTION
OPERATIONS
METAL PITCH POCKET
POURABLE SEALER BY ROOF MANUFACTURER
NON-SHRINKING GROUT
EXISTING CONCRETE SLAB
WOOD BLOCKING, NOTCHING OF WOOD TO FIT FLUSH OVER
FASTENERS IS REQUIRED
VAPOR BARRIER SETIN PRIMER/ADHESIVE
1/2" EXTERIOR GRADE PLYWOOD
1/2" INSULATIVE PROTECTION BOARD
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER
IN 2 COMPONENT ADHESIVE (STAGGER INSULATION JOINTS MINIMUM
OF 12" BETWEEN LAYERS TYPICAL) (RIGID INSULATION AND PROTECTION
BOARD TOGETHER ACHIEVE R30)
12" CURED EPDM COVER TAPEBY MANUFACTURER
9" CURED EPDM COVER TAPE
CONTINUOUS BEAD OF TYPE 1 SEALANT BY ROOF MANUFACTURER
1-1/4" HOT DIPPED GALVANIZED ROOF NAILS AT 4" ON CENTER MAXIMUM
BONDING ADHESIVE
90 MIL EPDM ROOF MEMBRANE
24
24
24
2 4
2 4
2 4
6" MIN.
ATTACH WOOD BLOCKING TO EXISTING CONCRETE SLAB WITH 1/4" DIAMETER SELF DRILLING CONCRETE ANCHOR AT 12" ON CENTER, PROVIDE FLAT WASHER BELOW HEAD OF ANCHOR.
ATTACH UPPER WOOD BLOCKING TO LOWER BLOCKING WITH SCREWS, TYP.
EXISTING VENT PIPETO REMAIN. CONTRACTOR
SHALL PROTECT DURINGREMOVAL/CONSTRUCTION
OPERATIONS
METAL PITCH POCKET
POURABLE SEALER BY ROOF MANUFACTURER
NON-SHRINKING GROUT
EXISTING CONCRETE SLAB
VAPOR BARRIER SETIN PRIMER/ADHESIVE
1/2" EXTERIOR GRADE PLYWOOD
1/2" INSULATIVE PROTECTION BOARD
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT ADHESIVE
(STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN LAYERS TYPICAL) (RIGID INSULATION AND PROTECTION
BOARD TOGETHER ACHIEVE R30)
12" CURED EPDM COVER TAPE
9" CURED EPDM COVER TAPE
CONTINUOUS BEAD OF TYPE 1 SEALANT BY ROOFMANUFACTURER
1-1/4" HOT DIPPED GALVANIZED ROOF NAILS AT 4" ON CENTER MAXIMUM
BONDING ADHESIVE
90 MIL EPDM ROOF MEMBRANE
24
24
24
2 4
2 4
2 4
WOOD BLOCKING, NOTCHING OF WOOD TO FIT FLUSH OVER
FASTENERS IS REQUIRED
ATTACH WOOD BLOCKING TO EXISTING CONCRETE SLAB WITH 1/4" DIAMETER SELF DRILLING CONCRETE ANCHOR AT 12" ON CENTER, PROVIDE FLAT WASHER BELOW HEAD OF ANCHOR.
6" MIN.
ATTACH UPPER WOOD BLOCKING TO LOWER BLOCKING WITH SCREWS, TYP.
10"
3 1/
4"
1" M
INIM
UM
1" MINIMUM
LINE OF BRICK FACE
METAL PITCHPOCKET BOX
6 1/2"
9"7"
1" M
INIM
UM
1" MINIMUM
LINE OF BRICK FACE
1' - 2"1" MINIMUM
2' - 0"
METAL PITCH POCKET BOX
11"
3 1/
4"
1" M
INIM
UM
1" MINIMUM
LINE OF BRICK FACE
1" MINIMUM10" 10"
METAL PITCH POCKET BOX
2' - 2 1/2"
01/10/2018 BID DOCUMENTS
CONSTRUCTIONREPLACE ROOF, ADMINISTRATION
BUILDINGWICKS EXEMPT
DIVISION OF MILITARY & NAVAL AFFAIRS
Q1711
DESIGN & CONSTRUCTION
WARNING:THE ALTERATION OF THIS MATERIAL IN ANY WAY,UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECTFOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONSAND IS A CLASS 'A' MISDEMEANOR.
CONTRACT:
TITLE:
LOCATION:
CLIENT:
MARK DATE DESCRIPTION
PROJECT
NUMBER:
DESIGNED BY:
DRAWN BY:
FIELD CHECK:
APPROVED:
SHEET TITLE:
DRAWING NUMBER:
SHEET OF
CONSULTANT
36x24 PLOT SHEET
- C
28
NY STATE ARMORY93-05 168TH STREET
JAMAICA, NY
01/31/2018 ADDENDUM 22
2/1/2018 12:43:46 PM
C:\Users\ama0041\Documents\1570.01-OGS_TC_Jamaica_Arm
ory_Roof-Central-2016_jonesQ36JL.rvt
AJ
AP
A-302
WALL SECTIONS ANDDETAILS
13
3" = 1'-0"3
TYPICAL ROOF DRAIN DETAIL
3" = 1'-0"8
THRU-WALL SCUPPER DETAIL
3" = 1'-0"6
TYPICAL PIPE PENETRATION DETAIL
3" = 1'-0"7
TYPICAL CONDUIT PENETRATION DETAIL
3" = 1'-0"4
2 PIPE PENETRATION POCKET DETAIL 3" = 1'-0"
5ROOF INFILL AT SKYLIGHT
3" = 1'-0"2
ROOF INFILL AT SKYLIGHT 3" = 1'-0"
11 PIPE PENETRATION POCKET DETAIL
3" = 1'-0"9
3 PIPE PENETRATION POCKET DETAIL
1 PIPE PITCH POCKET PLAN
2 PIPE PITCH POCKET PLAN
3 PIPE PITCH POCKET PLAN
2
METAL CAP FLASHING
1/2" INSULATIVE PROTECTION BOARD
3/4" MARINE GRADE PLYWOOD SHEATHING
EXISTING TRUSS
6" CURED EPDM COVER TAPE
90 MIL EPDMROOF MEMBRANE
EXISTING CONCRETE SLAB
BLOCKING
BONDING ADHESIVE
3" SPLICE TAPE
BATTEN WITH FASTENERS AT 12" ON CENTER MAXIMUM (SEALANT OVER FASTENER HEADS BY MANUFACTURER)
VAPOR BARRIER SETIN PRIMER/ADHESIVE
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT
ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN
LAYERS TYPICAL) (RIGID INSULATIONAND PROTECTION BOARD TOGETHER
ACHIEVE R30)
EXISTING CONCRETE SLAB
EXISTING TRUSS
3/4" MARINE GRADE PLYWOOD SHEATHING SCREWED TO
METAL FRAMING
1/2" INSULATIVE PROTECTIONBOARD
90 MIL EPDM ROOF MEMBRANE
EXISTING 6X10 BEAM
EXISTING METAL BEARING PLATE
METAL CAP FLASHING
2 1/2" METAL FRAMING @ 16" O.C.
6" CURED EPDM COVER TAPE
3" SPLICE TAPE
BATTEN WITH FASTENERS AT 12" ON CENTER MAXIMUM WITH
SEALANT OVER FASTENER HEADS,BY MANUFACTURER
BONDING ADHESIVE
VAPOR BARRIER SETIN PRIMER/ADHESIVE
1" T
O 1
-1/2
"
1" T
O 1
-1/2
"
SCREWS @ 6" O.C. AS PROVIDEDBY FASCIA MANUFACTURER
3"
2' - 1 1/4"
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN LAYERS TYPICAL) (RIGID INSULATIONAND PROTECTION BOARD TOGETHER
ACHIEVE R30)
25
24 24
24
2 5
2 424
2 4
WOOD BLOCKING, NOTCHING OF WOOD TO FIT FLUSH OVER
FASTENERS IS REQUIRED
ATTACH WOOD BLOCKING TO EXISTING CONCRETE SLAB WITH 1/4" DIAMETER SELF DRILLING CONCRETE ANCHOR AT 12" ON CENTER, PROVIDE FLAT WASHER BELOW HEAD OF ANCHOR.
1/2" EXTERIOR GRADE PLYWOOD
1/2" ISULATIVEPROTECTION BOARD
ROOF 2
LAP SPLICE TYPE 1 SEALANT BY MANUFACTURER
EXISTING CONCRETE SILL
EXISTING DOOR, WINDOW OR LOUVER
EXISTING CONCRETE SLAB
90 MIL EPDM ROOF MEMBRANE
VAPOR BARRIER SET IN PRIMER/ADHESIVE
1/2" ISULATIVEPROTECTION BOARD
BONDING ADHESIVE
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT
ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN
LAYERS TYPICAL) (RIGID INSULATIONAND PROTECTION BOARD TOGETHER
ACHIEVE R30)
EXISTING CONCRETE SLAB
90 MIL EPDM ROOF MEMBRANE
6" CURED EPDM COVER TAPE
VAPOR BARRIER SETIN PRIMER/ADHESIVE
TWO PIECE STAINLESS STEEL COUNTERFLASHING, SEE SHEET A304
EXISTING LIGHTWEIGHT CONCRETE SLAB
1/2" ISULATIVE PROTECTION BOARD
BONDING ADHESIVE
3" SPLICE TAPE
90 MIL EPDM MEMBRANE EXTENDS DOWN FACE AND NAIL OFF AT 6" ON CENTER
BATTEN WITH FASTENERS AT 12" ON CENTER MAXIMUM WITH SEALANT OVER FASTENER HEADS, BY MANUFACTURER.
1" T
O 1
-1/2
"
TERMINATION BAR AND FASTENER AT 6" ON CENTER WITH WATER STOP BEHIND BAR, TYP BY MANUFACTURER
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN LAYERS TYPICAL) (RIGID INSULATION AND PROTECTION BOARD TOGETHER ACHIEVE R30)
CONTINUOUS BEAD OF TYPE 1 SEALANT BY MANUFACTURER
CONTINUOUS BEAD OF TYPE 1 SEALANT BY MANUFACTURER
5"
EXISTING CONCRETE SLAB
TWO PIECE STAINLESS STEEL COUNTERFLASHING,SEE SHEET A304
90 MIL EPDM ROOF MEMBRANE
6" CURED EPDM COVER TAPE
VAPOR BARRIER SETIN PRIMER/ADHESIVE
WOOD BLOCKING
1/2" ISULATIVEPROTECTION BOARD
EXISTING LIMESTONECORNICE
BONDING ADHESIVE
3" SPLICE TAPE
90 MIL EPDM MEMBRANE EXTENDS DOWN FACE AND NAIL OFF AT 6" ON CENTER
BATTEN WITH FASTENERS AT 12" ON CENTER MAXIMUM WITH SEALANT OVER FASTENER HEADS, BY MANUFACTURER
TERMINATION BAR AND FASTENER AT 6" ON CENTER WITH WATER STOP BEHIND BAR, TYP BY MANUFACTURER
1" T
O 1
-1/2
"
5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER IN 2 COMPONENT ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN LAYERS TYPICAL) (RIGID INSULATIONAND PROTECTION BOARD TOGETHER
ACHIEVE R30)
CONTINUOUS BEAD OF TYPE 1 SEALANT BY MANUFACTURER
2 4
3/4" EXTERIOR GRADE PLYWOOD
5"
2
01/10/2018 BID DOCUMENTS
CONSTRUCTIONREPLACE ROOF, ADMINISTRATION
BUILDINGWICKS EXEMPT
DIVISION OF MILITARY & NAVAL AFFAIRS
Q1711
DESIGN & CONSTRUCTION
WARNING:THE ALTERATION OF THIS MATERIAL IN ANY WAY,UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECTFOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONSAND IS A CLASS 'A' MISDEMEANOR.
CONTRACT:
TITLE:
LOCATION:
CLIENT:
MARK DATE DESCRIPTION
PROJECT
NUMBER:
DESIGNED BY:
DRAWN BY:
FIELD CHECK:
APPROVED:
SHEET TITLE:
DRAWING NUMBER:
SHEET OF
CONSULTANT
36x24 PLOT SHEET
- C
28
NY STATE ARMORY93-05 168TH STREET
JAMAICA, NY
01/31/2018 ADDENDUM 22
2/1/2018 12:43:47 PM
C:\Users\ama0041\Documents\1570.01-OGS_TC_Jamaica_Arm
ory_Roof-Central-2016_jonesQ36JL.rvt
AJ
AP
A-303
WALL SECTIONS ANDDETAILS
14
1 1/2" = 1'-0"2
SECTION AT END OF MECH. EQUIPMENT DUNNAGE
3" = 1'-0"5
SECTION AT MECH. EQUIPMENT DUNNAGE
3" = 1'-0"1
ROOFING EDGE AT EXISTING LOW SILL
3" = 1'-0"3
TYPICAL ROOF EDGE 3" = 1'-0"
4ROOF EDGE AT LOW LIMESTONE CORNICE
2
2
2
(E) RTU
(E) EF
(E) VRV CU
(E) EF
(E) EF
(E) RTU
(E) RTU
(E) EF
2
2
2
Q1711 C
DESIGN & CONSTRUCTION
LIC
E
N
S
E
D
P
R
O
F
E
SS
IO
N
A
L
E
N
G
I
N
E
ER
GENERAL NOTES
# KEY NOTES
1. EXISTING ROOF TOP UNIT TO REMAIN.
2. EXISTING VRV CONDENSING UNIT TO REMAIN OPERATIONALCOORDINATE FOR DUNNAGE WITH STRUCTURAL DRAWINGS.
3. DISCONNECT EXISTING EXHAUST FAN AND SALVAGE FORRE-INSTALLATION, PROVIDE RUST PROTECTIVE PAINTING AS PERSPECIFICATIONS SECTION 099103 ON FAN BASE. RECONNECTEXISTING EXHAUST FAN AND TEST.
4. EXISTING ROOF CURB TO REMAIN. RE-CLAD THE ROOF CURB AS PERARCHITECTURAL DRAWING DETAILS. MODIFY AND EXTEND THEDUCTWORK AS NECESSARY PER FIELD CONDITIONS TOACCOMMODATE THE RISE IN HEIGHT. THIS EXTENSION ISAPPROXIMATELY 4"
5. EXISTING 4" VENT THROUGH ROOF TO REMAIN.
6. EXISTING HYDRONIC PIPING TO REMAIN.
A. REFER TO DRAWING M-001 FOR GENERAL NOTES & SYMBOLS.B. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY
DUCTWORK DROPS, RISERS OR TRANSITIONS REQUIRED FORCOORDINATION WITH STRUCTURAL BEAMS.
C. ALL EXISTING MECHANICAL EQUIPMENT SHALL BE INSTALLED INACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND CODEREQUIREMENTS.
D. PROVIDE MANUFACTURER RECOMMENDED EQUIPMENT CLEARANCESFOR MAINTENANCE PURPOSES FOR ALL EQUIPMENT.
E. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LOCATIONS ANDCLEARANCES PRIOR TO START OF CONSTRUCTION.
SCALE:
MAIN ROOF PLAN1/8" = 1'-0"
1
2'0 4' 8'
2
2
2
Q1711 C
DESIGN & CONSTRUCTION
LIC
E
N
S
E
D
P
R
O
F
E
SS
IO
N
A
L
E
N
G
I
N
E
ER
V V
VV V
V
VV
VVV
V
VV
V V
V V V
1
1
2
1
1
3
3 1
1
3
1
11
11
(E)RD
(E)RD
(E)RD
(E)RD(E)RD
2
2
2
2
2
(E)RD
2
2
2
GENERAL NOTES
SHEET KEY NOTES
1. EXISTING 4" VENT THROUGH ROOF TO REMAIN. CONTRACTOR ISRESPONSIBLE TO FIELD VERIFY EXACT LOCATIONS.
2. REMOVE EXISTING ROOF DRAINS UP TO FIRST ELBOWS BELOW ROOFDECK. PLUG THE OPEN ENDS OF THE PIPING UNTIL THE ROOF DRAINSARE INSTALLED. CONTRACTOR TO FIELD VERIFY THE EXACT LOCATIONS.ALSO REFER TO STRUCTURAL DRAWINGS AND COORDINATE FOR ALLSLAB REPAIR NEEDED AT ROOF DRAIN REPLACEMENT LOCATIONS.
3. EXISTING HYRDONIC PIPING TO REMAIN.
1. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY AND COORDINATE THEEXACT LOCATIONS OF THE PLUMBING ELEMENTS ON THE ROOF.
2. CONTRACTOR IS RESPONSIBLE TO PROTECT THE EXISTING ITEMS TOREMAIN AND RESTORE THE UTILITIES BACK TO ITS ORIGINALFUNCTIONING.
3. ANY DAMAGES TO THE EXISTING ELEMENTS OR ANY ITEMS NOT IN SCOPEOF WORK SHALL BE REPAIRED AND BROUGHT TO EXISTING CONDITIONWITHOUT ANY ADDITIONAL COST TO THE DIRECTOR'S REPRESENTATIVE.
4. TO THE BEST OF DESIGNER'S KNOWLEDGE, BELIEF AND PROFESSIONALJUDGEMENT, THE PLANS OR SPECIFICATIONS ARE IN COMPLIANCE WITHTHE ENERGY CODE.
Q1711 C
DESIGN & CONSTRUCTION
LIC
E
N
S
E
D
P
R
O
F
E
SSIO
N
A
L
E
N
G
I
N
E
ER
SCALE:
MAIN ROOF PLAN - REMOVALS1/8" = 1'-0"
1
P-101
2'0 4' 8'
2
1
1
1
3
1 1
3
1 1
2
4" RD-11,964 SQ.FT
4" RD-11,548 SQ.FT
4" RD-11,548 SQ.FT
4" RD-11,549 SQ.FT
4" RD-11,964 SQ.FT
4" RD-11,965 SQ.FT
2
2
2
2
2
1
1
1
1
32
2
2
GENERAL NOTES
SHEET KEY NOTES
1. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY AND COORDINATE THEEXACT LOCATIONS OF THE PLUMBING ELEMENTS ON THE ROOF.
2. CONTRACTOR IS RESPONSIBLE TO PROTECT THE EXISTING ITEMS TOREMAIN AND RESTORE THE UTILITIES BACK TO ITS ORIGINALFUNCTIONING.
3. ANY DAMAGES TO THE EXISTING ELEMENTS OR ANY ITEMS NOT IN SCOPEOF WORK SHALL BE REPAIRED AND BROUGHT TO EXISTING CONDITIONWITHOUT ANY ADDITIONAL COST TO THE DIRECTOR'S REPRESENTATIVE.
4. TO THE BEST OF DESIGNER'S KNOWLEDGE, BELIEF AND PROFESSIONALJUDGEMENT, THE PLANS OR SPECIFICATIONS ARE IN COMPLIANCE WITHTHE ENERGY CODE.
1. EXISTING 4" VENT THROUGH ROOF TO REMAIN.
2. PROVIDE ROOF DRAINS COMPLETE WITH THE DOME AND ALLASSOCIATED FITTINGS. EXTEND THE PIPING UP TO NEAREST MAINS ONFLOOR BELOW. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ANDMATCH THE STORM PIPING TO EXISTING. COORDINATE WITH OTHERTRADES TO ENSURE REQUIRED SLOPES ARE PROVIDED AROUND THEROOF DRAINS. SEE ROOF DRAIN SCHEDULE IN SHEET P-701. ALSOREFER TO STRUCTURAL DRAWINGS AND COORDINATE FOR ALL SLABREPAIR NEEDED AT ROOF DRAIN REPLACEMENT LOCATIONS.
3. EXISTING HYDRONIC PIPING TO REMAIN
Q1711 C
DESIGN & CONSTRUCTION
LIC
E
N
S
E
D
P
R
O
F
E
SSIO
N
A
L
E
N
G
I
N
E
ER
SCALE:
MAIN ROOF PLAN1/8" = 1'-0"
1
P-103
2'0 4' 8'
2