design and construction group the … 02 c.pdf · installation tolerances. 1. ... directions and...

Updated 07/28/2015

Printed 02/02/2018 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)


Created 10/26/2012


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


Updated 10/22/2012


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.


Updated 10/22/2012


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.


Updated 10/22/2012


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.


Updated 10/22/2012


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.


Updated 10/22/2012


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.



c. Solvent: Water.





h. Manufacturers: ICI Dulux, PPG, Sherwin-Williams.

3. Paint Type EAL-3: Exterior Acrylic Latex, Gloss Enamel.



c. Solvent: Water.




Updated 10/22/2012




h. Manufacturers: Benjamin Moore, PPG, Sherwin- Williams.

4. Paint Type ESP: Exterior Steel Zinc-Rich Primer, Flat.



c. Pigment by Weight: 90.0 percent zinc.

d. Solvent: Water.


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.


Updated 10/22/2012


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.


Updated 10/22/2012


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:


Updated 10/22/2012


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:


Updated 10/22/2012


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.


Updated 10/22/2012


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


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.





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.



REINSTALL BRICKS

BEND EXISTING THRU-WALL FLASHING UP AND LAP OVER FABRIC FLASHING

MASTIC

STAINLESS STEEL FABRIC FLASHING


TERMINATION BAR AND ROOF MEMBRANE, SEE DESIGN DETAILS


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





Q1711



CONTRACT:

TITLE:

LOCATION:

CLIENT:


PROJECT

NUMBER:

DESIGNED BY:

DRAWN BY:

FIELD CHECK:

APPROVED:

SHEET TITLE:

DRAWING NUMBER:

SHEET OF

CONSULTANT

36x24 PLOT SHEET

- C

28


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





Q1711



CONTRACT:

TITLE:

LOCATION:

CLIENT:


PROJECT

NUMBER:

DESIGNED BY:

DRAWN BY:

FIELD CHECK:

APPROVED:

SHEET TITLE:

DRAWING NUMBER:

SHEET OF

CONSULTANT

36x24 PLOT SHEET

- C

28


JAMAICA, NY

01/31/2018 ADDENDUM 22

2/1/2018 12:43:40 PM



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





Q1711



CONTRACT:

TITLE:

LOCATION:

CLIENT:


PROJECT

NUMBER:

DESIGNED BY:

DRAWN BY:

FIELD CHECK:

APPROVED:

SHEET TITLE:

DRAWING NUMBER:

SHEET OF

CONSULTANT

36x24 PLOT SHEET

- C

28


JAMAICA, NY

01/31/2018 ADDENDUM 22

2/1/2018 12:43:42 PM



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





Q1711



CONTRACT:

TITLE:

LOCATION:

CLIENT:


PROJECT

NUMBER:

DESIGNED BY:

DRAWN BY:

FIELD CHECK:

APPROVED:

SHEET TITLE:

DRAWING NUMBER:

SHEET OF

CONSULTANT

36x24 PLOT SHEET

- C

28


JAMAICA, NY

01/31/2018 ADDENDUM 22

2/1/2018 12:43:43 PM



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"





Q1711



CONTRACT:

TITLE:

LOCATION:

CLIENT:


PROJECT

NUMBER:

DESIGNED BY:

DRAWN BY:

FIELD CHECK:

APPROVED:

SHEET TITLE:

DRAWING NUMBER:

SHEET OF

CONSULTANT

36x24 PLOT SHEET

- C

28


JAMAICA, NY

01/31/2018 ADDENDUM 22

2/1/2018 12:43:44 PM



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


90 MIL EPDM MEMBRANE EXTENDS DOWN FACE



1/2" ISULATIVEPROTECTION BOARD

1/2" INSULATIVE PROTECTION BOARD FIXED ALUMINUM ACCESS LADDER

90 MIL ROOF MEMBRANE


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



3" SPLICE TAPE

1" T

O 1

-1/2

"

BATTEN WITH FASTENERS AT12" ON CENTER MAXIMUM(SEALANT OVER FASTENER HEADS BY ROOF MANUFACTURER)



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


OF 12" BETWEEN LAYERS TYPICAL)(RIGID INSULATION AND PROTECTION


EXISTING CONCRETE WALL

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 INSULATION AND PROTECTION BOARD TOGETHER ACHIEVE R30)

BONDING 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


CONTINUOUS BEAD OF TYPE 1 SEALANT BY ROOF MANUFACTURER

SINGLE PLY EPDM MEMBRANE EXTENDS DOWN FACE AND NAIL OFF AT 6" ON CENTER


3" SPLICE TAPE

BATTEN WITH FASTENERS AT 12" ON CENTER MAXIMUM (SEALANT OVER FASTENER HEADS BY ROOF 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 INSULATION AND PROTECTION BOARD TOGETHER ACHIEVE R30)

BONDING ADHESIVE


TERMINATION BAR AND FASTENER BY ROOF MANUFACTURER AT 6" ON CENTER (TYP)




SINGLE PLY EPDM MEMBRANE EXTENDS UP FACE OF EXISTING CANT


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



ADHESIVE (STAGGER INSULATION JOINTS MINIMUM OF 12" BETWEEN LAYERS TYPICAL)

(RIGID INSULATION AND PROTECTION BOARD TOGETHER ACHIEVE R30)

BONDING ADHESIVE




SINGLE PLY EPDM MEMBRANE EXTENDS UP FACE OF EXISTING CURB


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





Q1711



CONTRACT:

TITLE:

LOCATION:

CLIENT:


PROJECT

NUMBER:

DESIGNED BY:

DRAWN BY:

FIELD CHECK:

APPROVED:

SHEET TITLE:

DRAWING NUMBER:

SHEET OF

CONSULTANT

36x24 PLOT SHEET

- C

28


JAMAICA, NY

01/31/2018 ADDENDUM 22

2/1/2018 12:43:45 PM



AJ

AP

A-301


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.



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



VAPOR BARRIER SETIN PRIMER/ADHESIVE


BONDING ADHESIVE


1-1/4" HOT DIPPED GALVANIZED MASONRY SCREWS 4" O.C. MAX



TERMINATION BAR AND FASTENER 6" ON CENTER WITH WATER STOP BEHIND BAR, TYP BY MANUFACTURER







EXISTING BRICK


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.







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




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.


STAINLESS STEELCLAMPING RING BY MANUFACTURER

CONTINOUSBEAD OF TYPE 1

SEALANT





LAP SEALANT BY MANUFACTURER

2"


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





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)




1-1/4" HOT DIPPED GALVANIZED ROOF NAILS AT 4" ON CENTER MAXIMUM

BONDING ADHESIVE


24

24

24

2 4

2 4

2 4

WOOD BLOCKING, NOTCHING OF WOOD TO FIT FLUSH OVER

FASTENERS IS REQUIRED


6" MIN.

ATTACH UPPER WOOD BLOCKING TO LOWER BLOCKING WITH SCREWS, TYP.







ACHIEVE R30)

BONDING ADHESIVE

METAL ROOF DECK

2-1/2" X 2-1/2" STEEL ANGLE


SUBSTRATE BOARD


EXISTING WALL

EXTEND ROOF MEMBRANEOVER CURB

BONDING ADHESIVE

25

24 24

24


WOOD BLOCKING, NOTCHING OF WOOD TO FIT FLUSH OVER FASTENERS IS REQUIRED

FORMED GRAVEL STOP BY ROOFING MANUFACTURER







1-3/4" STAINLESS STEEL NAILS AT 8" ON CENTER MAXIMUM

CONTINUOUS BEAD OF SEALANT BY ROOFING MANUFACTURER

CONTINUOUS METAL CLEAT


METAL ROOF DECK

2-1/2" X 2-1/2" STEEL ANGLE


SUBSTRATE BOARD



OPERATIONS

METAL PITCH POCKET


NON-SHRINKING GROUT







5" RIGID INSULATION ( 1 LAYER OF 3" AND 1 LAYER OF 2") FLAT ISO BASE LAYER


OF 12" BETWEEN LAYERS TYPICAL) (RIGID INSULATION AND PROTECTION


12" CURED EPDM COVER TAPEBY MANUFACTURER




BONDING ADHESIVE


24

24

24

2 4

2 4

2 4

6" MIN.





OPERATIONS

METAL PITCH POCKET


NON-SHRINKING GROUT





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




CONTINUOUS BEAD OF TYPE 1 SEALANT BY ROOFMANUFACTURER


BONDING ADHESIVE


24

24

24

2 4

2 4

2 4




6" MIN.


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"





Q1711



CONTRACT:

TITLE:

LOCATION:

CLIENT:


PROJECT

NUMBER:

DESIGNED BY:

DRAWN BY:

FIELD CHECK:

APPROVED:

SHEET TITLE:

DRAWING NUMBER:

SHEET OF

CONSULTANT

36x24 PLOT SHEET

- C

28


JAMAICA, NY

01/31/2018 ADDENDUM 22

2/1/2018 12:43:46 PM



AJ

AP

A-302


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

METAL CAP FLASHING


3/4" MARINE GRADE PLYWOOD SHEATHING

EXISTING TRUSS


90 MIL EPDMROOF MEMBRANE


BLOCKING

BONDING ADHESIVE

3" SPLICE TAPE

BATTEN WITH FASTENERS AT 12" ON CENTER MAXIMUM (SEALANT OVER FASTENER HEADS BY MANUFACTURER)





ACHIEVE R30)


EXISTING TRUSS

3/4" MARINE GRADE PLYWOOD SHEATHING SCREWED TO

METAL FRAMING

1/2" INSULATIVE PROTECTIONBOARD


EXISTING 6X10 BEAM

EXISTING METAL BEARING PLATE

METAL CAP FLASHING

2 1/2" METAL FRAMING @ 16" O.C.


3" SPLICE TAPE

BATTEN WITH FASTENERS AT 12" ON CENTER MAXIMUM WITH

SEALANT OVER FASTENER HEADS,BY MANUFACTURER

BONDING 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"


ACHIEVE R30)

25

24 24

24

2 5

2 424

2 4






ROOF 2

LAP SPLICE TYPE 1 SEALANT BY MANUFACTURER

EXISTING CONCRETE SILL

EXISTING DOOR, WINDOW OR LOUVER





BONDING ADHESIVE




ACHIEVE R30)







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

"


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"


TWO PIECE STAINLESS STEEL COUNTERFLASHING,SEE SHEET A304




WOOD BLOCKING


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


1" T

O 1

-1/2

"


ACHIEVE R30)


2 4


5"

2





Q1711



CONTRACT:

TITLE:

LOCATION:

CLIENT:


PROJECT

NUMBER:

DESIGNED BY:

DRAWN BY:

FIELD CHECK:

APPROVED:

SHEET TITLE:

DRAWING NUMBER:

SHEET OF

CONSULTANT

36x24 PLOT SHEET

- C

28


JAMAICA, NY

01/31/2018 ADDENDUM 22

2/1/2018 12:43:47 PM



AJ

AP

A-303


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


LIC

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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


LIC

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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


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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


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