STATE OF NEW YORK OFFICE OF GENERAL SERVICES DESIGN … 03 CHPE.pdf · A-301 – WALL SECTIONS, WALL SECTION DETAIL #1 ADD: Extend rigid board insulation and exterior sheathing indicated,

Updated 09/18/2014

Printed 08/10/2015 Page 1 of 4 Project No. 44601-C,H,P,E

STATE OF NEW YORK

OFFICE OF GENERAL SERVICES

DESIGN AND CONSTRUCTION GROUP

THE GOVERNOR NELSON A. ROCKEFELLER

EMPIRE STATE PLAZA

ALBANY, NY 12242

ADDENDUM NO. 3 TO PROJECT NO. 44601

CONSTRUCTION WORK, HVAC WORK, PLUMBING WORK, ELECTRICAL WORK

CONDTRUCT NEW TRAINING BUILDING

UPSTATE CORRECTIONAL FACILITY

309 BARE HILL ROAD

MALONE, NY

August 10, 2015

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.

SPECIFICATIONS

1. DOCUMENT TEST BORING INFORMATION Add the accompanying document (pages 1 thru

9) to the Project Manual.

CONSTRUCTION SPECIFICATION

2. DOCUMENT 321444 MOLDED CAST IN PLACE GRASS PAVER. Add the accompanying

document (pages 321444 – 1 thru 321444 – 4) to the CONSTRUCTION Contract Project

Manual.

HVAC SPECIFICATIONS

3. DOCUMENT 232002 BACKFLOW PREVENTERS. Add the accompanying document (pages

232002 – 1 thru 232002 – 2) to the HVAC Contract Project Manual.

4. DOCUMENT 232004 AIRGAP FITTINGS. Add the accompanying document (pages 232004 – 1

thru 232004 – 2) to the HVAC Contract Project Manual.

PLUMBING SPECIFICATIONS

5. DOCUMENT 221118 BACKFLOW PREVENTERS. DELETE document (page 221118 – 1)

from the Plumbing Work Contract Project Manual.

DRAWINGS

6. Drawing No. G-002

REFERENCE: Detail #1 for spray foam at exterior wall locations.

ADDENDUM NO. 3 TO PROJECT NO. 44601 AUGUST 10, 2015

Created 05/19/2009

Edited and/or Printed 08/10/2015 Page 2 of 4 Project No. 44601-C,H,P,E

ADD: TO Detail #3, an additional metal stud in corner.

7. Drawing No. C-002 – SWPP NOTES

ADD: TO Note #13.2. The SWPP inspector to be provided by OGS.

8. Drawing No. C-005 – DEMOLITION PLAN

CLARIFICATION/ ADD: TO Demolition Note; At west side of the existing Training Building,

scheduled to be demolished, there is an existing canopy structure attached to the building that is

to be included in the demolition of the Building. The existing wood framed ramp and stair system

is also to be demolished.

9. Drawing No. C-301 GRADING, EROSION, & SEDIMENT CONTROL & UTILITY PLAN

CLARIFICATION: Contract limit line between P - Contract and C- Contract for the water and

gas service is 5' from the building. Coordinate with C Contract.

10. Drawing No. S-000 STRUCTURAL NOTES, LIGHT GAGE METAL FRAMING NOTES.

ADD: The track gage should match the wall stud gages.

11. Drawing No. S-100 FOUNDATION PLAN

CHANGE: Drawing Note reference ; 12” compacted granular fill & geotextile fabric per

geotextile engineers report TO 8” compacted granular fill & geotextile fabric.

CLARIFICATION: No Geotechnical Report is available. Reference this addendum for Test

Borings taken for a previous project adjacent to the work area.

12. Drawing No. S-500 TYPICAL DETAILS

DELETE: TYPICAL STEPPED FOOTING DETAIL. The site is relatively flat. There is no need

to step the footing.

13. Drawing No. A-101 FIRST FLOOR PLAN AND DETAILS

REFERENCE: Main Entry for prefabricated column cover, Detail marker #7.

CLARIFICATION: Wall designation of wall between Equipment Room #118 and Cert Office

#112 to be type 4B. Wall designation of wall between Janitors Closet #113 and Cert Office

#112 to be type 4B.

CLARIFICATION: Corridor wall along Toilet Rooms #105 and #108 to be fire rated, wall

designation type1B as indicated.


Created 05/19/2009


14. Drawing No. A-102 REFLECTED CEILING PLAN

DETAIL #7

CLARIFICATION: Reference Section 092116, 2.05. Accessories, Item C. for flattened

expanded metal mesh.

15. Drawing No. A-103 ROOF PLAN

CLARIFICATION: Detail at Rake #2 cross reference Drawing A-300, Building Section #1.

Detail at Rake #4 cross reference Drawing A-301, Wall Section #1.

16. Drawing No. A-301 – WALL SECTIONS,

WALL SECTION DETAIL #1, TYPICAL WALL SECTION #2, AND WALL SECTION

DETAIL #3.

CHANGE: Drawing Note: 12” Permeable Paver TO Permeable Paver, fill voids in paver with

¼” – 3/8” open graded stone.

CHANGE: 6” compacted fill TO 8” compacted fill.


WALL SECTION DETAIL #1

ADD: Extend rigid board insulation and exterior sheathing indicated, along face of truss, up to

underside of the roof deck. Furnish and install spray foam in voids.

TYPICAL WALL SECTION #2, AND WALL SECTION DETAIL #3.

ADD: Extend rigid board insulation and exterior sheathing indicated up to underside of

prefabricated air baffles. Cut insulation around truss profile. Furnish and install spray

foam in voids at truss penetration through insulation and sheathing.

ADD: Drawing Note to furnish and install spray foam over the ends of the trusses (all sides of

the truss) in soffit space, from rigid insulation to backside of exterior metal panel.

Maintain opening in baffles.


WALL SECTION DETAIL #1 AND TYPICAL WALL SECTION #2.

ADD: Extend rigid board insulation and exterior sheathing indicated, along face of truss, up to

underside of the roof deck. Furnish and install spray foam in voids.

CHANGE: Drawing Note: 12” Permeable Paver TO Permeable Paver, fill voids in pavers with

¼” – 3/8” open graded stone.

CHANGE: 6” compacted fill TO 8” compacted fill.


Created 05/19/2009


19. Drawing No. A-600 ENLARGED PLANS

CLARIFICATION: Partial Plans A and B, Corridor wall along Toilet Rooms #105 and #108 to

be fire rated, wall designation type1B as indicated.

20. Drawing No. P-101 FIRST FLOOR PLAN

CLARIFICATION: Contract limit line between P - Contract and C Contract for the water

service is 5' from the building. Coordinate with C Contract.

CHANGE: Drawing Note #4 to read; 4” perforated pipe drain tile (underdrain) at exterior

perimeter of the building by C Contract.

END OF ADDENDUM

Margaret F. Larkin

Executive Director

Design and Construction

Updated 07/08/09 Printed 8/6/2015 232002- 1 Project No. 44601-H

SECTION 232002

BACKFLOW PREVENTERS

PART 1 GENERAL 1.01 RELATED WORK SPECIFIED ELSEWHERE A. Air Gap Fittings: Section 232004. 1.02 SUBMITTALS A. Product Data: 1. Manufacturer’s catalog sheets, specifications, and installation

instructions for each type backflow preventer and test kit. 1.03 QUALITY ASSURANCE A. Regulatory Requirements: 1. Comply with the State Department of Health Sanitary Code for Cross

Connection Control, and the other standards listed in Part 2 of this section.

2. Where conflicts occur between the referenced standards, the most stringent requirements shall apply.

1.04 MAINTENANCE A. Special Tools (as furnished or recommended by the backflow preventer

manufacturer). Deliver to the Director’s Representative: 1. Test Kit A: Portable, packaged in a substantially built, compartmented

carrying case, containing hose, gauge, and fittings required for testing backflow preventer for proper operation, and printed procedure for conducting test.

PART 2 PRODUCTS 2.01 BACKFLOW PREVENTERS A. Type A: Reduced Pressure Zone Principle device, with atmospheric vent,

conforming to ASSE Standard 1013, AWWA C-511, USC specifications manual for Cross Connection Control, and listed as acceptable in the State Department of Health, Environmental Health Manual.

1. Performance: 150 psig, and 130 degrees F maximum working conditions.

2. Assembly: Strainer and gate valve on inlet side, gate valve on outlet side, and four test cocks, all as furnished or recommended by the backflow preventer manufacturer.


PART 3 EXECUTION 3.01 INSTALLATION A. Install the Work of this section in accordance with the manufacturer’s printed

installation instructions. B. Atmospheric Vent: Pipe vent to spill over closest point of drainage, as directed,

maintaining a minimum 12 inch air gap above the drain. 1. Install air gap fitting when shown, or if atmospheric vent must be

connected to drainage line. See Section 220576. 3.02 FIELD QUALITY CONTROL A. Operation Test: Test kit as specified under Part 1 of this section may be used.

Conduct test in the presence of the Director’s Representative. 1. Type B Backflow Preventer: Test the device with the test kit in

accordance with the manufacturer’s test procedure. B. Re-testing: Repair or replace any device failing the operation test, and repeat the

test.

END OF SECTION


SECTION 232004

AIR GAP FITTINGS PART 1 GENERAL 1.01 REFERENCES A. Comply with the applicable requirements of ASME A112.36.2M - Cleanouts,

and ASME A112.1.2 - Drainage Funnels and Air Gaps. 1.02 SUBMITTALS A. Product Data: Catalog sheets, specifications, and installation instructions for

each item specified except fasteners. PART 2 PRODUCTS 2.01 AIR GAP FITTING A. Coated cast iron body with air gaps, set screw or threaded inlet, and outlet

connection to match piping option selected. PART 3 EXECUTION 3.01 INSTALLATION A. Install the Work of this section in accordance with the manufacturer’s printed

installation instructions, unless otherwise specified.

END OF SECTION

Created 01/05/2011 Printed 8/6/2015 321444 - 1 Project No. 44601-C

SECTION 321444

MOLDED CAST-IN-PLACE GRASS PAVER PART 1 GENERAL 1.01 RELATED WORK SPECIFIED ELSEWHERE A. Cast-In-Place Concrete: Section 033000. B. Earthwork: Section 310000. C. Topsoil: Section 329120. 1.02 SUBMITTALS A. Shop Drawings: Show a schematic plan of the total system including fabrication

details. B. Product Data: Manufacturer’s catalog sheets, specifications, and installation

instructions for each item specified, and listing installer’s name and address. C. Field quality-control test and inspection reports. 1. Provide documentation that the subgrade was prepared in accordance

with the Contract Documents. 1.03 QUALITY ASSURANCE A. Installer Qualifications: The contractor for this work shall be a Bomanite

Grasscrete Licensed Contractor and Certified Applicator approved by The Bomanite Company (303) 369-1115.

1. Provide letter of certification from The Bomanite Company stating that installer is a certified applicator of special concrete finishes and is familiar with proper procedures/installation requirements required by the manufacturer.

2. Use an authorized Bomanite Grasscrete Licensed Contractor and adequate number of skilled workmen who are thoroughly trained and experienced in the necessary craft.

3. Applicator shall be familiar with the specified requirements and the methods needed for proper performance of work of this section.

4. Applicator shall be familiar with the previously approved mock-ups that demonstrated standard of workmanship.

5. Authorized Bomanite Grasscrete Systems installers limited to the following:

a. www.bomanite.com/grasscrete B. Manufacturer Qualifications: A firm experienced in the support and training of a

national installer network and manufacturing products required/listed to complete the work.

1. The Bomanite Company (303) 369-1115.

http://www.bomanite.com/grasscrete


C. Source Limitations: 1. Obtain each type or class of cementitious material of the same brand

from same manufacturer’s plant, obtain aggregate from one source, and obtain admixtures through one source from a single manufacturer.

D. Mock-ups: 1. Apply finish to mock-ups constructed by Bomanite Licensed Installer,

using each type of finish to demonstrate finished appearance and standard of workmanship.

a. A 4’ x 10’ mock-up shall include entire system, including sub-base, geotechnical fabric, and reinforcement with voids opened and filled with stone.

b. Notify Landscape Architect seven days in advance of dates and time when mock-ups will be constructed.

c. Obtain from Landscape Architect approval of mock-ups before starting construction.

d. If the Landscape Architect determines that the mock-ups do not meet requirements, demolish and remove them from the site and arrange to assemble more until approved.

e. Maintain mock-ups during construction in an undisturbed condition as a standard for judging the completed work.

1.04 DELIVERY, STORAGE AND HANDLING A. Deliver materials in original packages and containers, with seals unbroken,

bearing Bomanite or Bomanite approved labels indicating brand name and directions for storage, mixing with other components and application.

B. Store materials to comply with Bomanite written instructions to prevent

deterioration from moisture or other detrimental effects. C. Dispense special concrete finish material from Bomanite factory numbered and

sealed containers. Maintain record of container numbers. 1.05 PROJECT CONDITIONS A. Environmental Limitations: 1. Comply with Bomanite written instructions for ambient temperature and

other conditions affecting installation performance. 2. Concrete must be cured a minimum of 14 days or as directed by the

manufacturer before trafficking of Bomanite Grasscrete can begin. 1.06 PERFORMANCE REQUIREMENTS A. The product is required to bear daily vehicular traffic weighing a maximum of

80,000 pounds traveling at speeds greater than 20 miles per hour. B. The product is required to be continuously reinforced with galvanized (A767) #4

rebar spaced no greater than 8” on center in both directions seated on the integral former chair.


C. The product is required to be manufactured from cast in place concrete with a

minimum thickness of 5 1/2” and shall have a minimum compressive strength of 5,000 psi.

PART 2 PRODUCTS 2.01 MATERIALS A. Bomanite Molded Pulp Formers: Vacuum formed bio-degradable tools. 1. Sizing: Molded Pulp 5 ½” sized formers. B. Bomanite Clear Cure: Water-based acrylic polymer curing compound designed

to bond to fresh concrete and holds in the mix water to achieve improved concrete properties and complies with ASTM C309.

C. Bomanite Fibers: 7 denier x 3/4” monofilament fibers packaged in 1.5-pound,

water-soluble bags for jobsite addition to the ready mix truck. D. Bomanite Coloration Concentrate: Concentrated dry powder iron oxide pigments

designed to color concrete. E. Filter Fabric: A 4-oz non-woven polypropylene fabric designed to minimize silt

transfer into the open granular base beneath the molded cast-in-place grass paver. PART 3 EXECUTION 3.01 PREPARATION A. Sub-grade to be examined with installer present, for conditions affecting

performance of finish. Rectify conditions detrimental to timely and proper work. Do not proceed until unsatisfactory conditions are corrected.

B. Prior to concrete pour, verify that formers are free of construction damage and

contaminants. 3.02 INSTALLATION A. Construction Process: 1. Sub-grade shall be leveled to a uniform plane 5 1/2" below the final

grade of the molded cast-in-place grass paver slab with 1” of ASTM C-33 washed concrete sand placed over the filter fabric.

2. Molded cast-in-place grass paver formers shall be placed on the sub-grade. In sloped situations the use of steel spikes or rebar lengths hammered through the formers into the sub-base may be necessary to hold the formers in place during the concrete placement process.

3. The reinforcement is placed 8” on center once in an alternating, stacking patter. 16” on center north-south, 16” on center east-west, 16” on center north-south and finally 16” on center east-west. This stacking of the steel


will place it at the most desirable height with minimal exposure to former material.

4. Three pounds of fibers are added to the ready mix truck in conjunction with the high range water reducers.

5. Concrete shall be placed and leveled to the top of the molded cast-in-place grass paver formers. The concrete surface shall have a coarse broom swept finish.

6. Molded cast-in-place grass paver formers shall have the void tops removed after the concrete has hardened sufficiently with some residual paper pulp left in the voids acceptable.

7. The open voids will be filled with clear topsoil 1” - 1-1/2” above the concrete surface.

3.04 PROTECTION A. General: Protect finished work from traffic until fully cured in accordance with

manufacturer’s recommendations.

END OF SECTION