DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A ... 05 C.pdf · updated 05/24/2018 printed...

Updated 05/24/2018

Printed 07/29/2020 of 6 Project No. 46086-C

DESIGN & CONSTRUCTION GROUP

THE GOVERNOR NELSON A. ROCKEFELLER

EMPIRE STATE PLAZA

ALBANY, NY 12242

ADDENDUM NO. 5 TO PROJECT NO. 46086 -C

CONSTRUCTION WORK

RENOVATE JAMAICA ARMORY

STATE ARMORY

9305 168TH STREET

JAMAICA, NEW YORK

July 29, 2020

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

CONSTRUCTION WORK

1. SECTION 014100 REGULATORY REQUIREMENTS: Discard the section bound in the

Project Manual and substitute the accompanying section (Pages 014100-1 through 014100-8),

noted "Revised 7/28/2020".

2. SECTION 088400 PLASTIC GLAZING: Discard the section bound in the Project Manual

and substitute the accompanying section (Pages 088400-1 through 088400-8), noted "Revised

7/28/2020".

3. SECTION 097126 VINYL COATED FABRIC WALL COVERING: Add this Section

Bound in the Project Manual (Pages 097126-1 through 097126-5), dated "7/28/2020".

4. SECTION 101110 VISUAL DISPLAY SYSTEMS: Delete this section in its entirety. It has

been included with and replaced by SECTION 101113 CHALKBOARDS AND

TACKBOARDS.

5. SECTION 101113 CHALKBOARDS AND TACKBOARDS: Discard the section bound in

the Project Manual and substitute the accompanying section (Pages 101113-1 through

101113-3), noted "Revised 7/28/2020".

6. SECTION 101200 DISPLAY CASES: Add this Section Bound in the Project Manual (Pages

101200-1 through 101200-3), dated "7/28/2020".

ADDENDUM NO. 5 TO PROJECT NO. 46086-C July 29, 2020

Updated 05/24/2018


7. SECTION 102100 COMPARTMENTS: Discard the section bound in the Project Manual and substitute the accompanying section (Pages 102100-1 through 102100-5), noted "Revised

7/28/2020".

8. SECTION 105143 WIRE MESH STORAGE LOCKERS: Discard the section bound in the Project Manual and substitute the accompanying section (Pages 105143-1 through 105143-4), noted "Revised 7/28/2020".

9. SECTION 210529 Pipe Hangers and Supports: Delete items 1.01.A.2, 1.01.C.1, 1.01.C.3, 1.02.A.4, 1.02.A.5, 1.02.B, 1.02.C and 3.04.

10. SECTION 220529 Pipe Hangers and Supports: Delete items 1.03.A.3, 1.03.A.4, 1.03.C.1, 1.03.C.3, 1.04.A.4, 1.04.A.5, 1.04.B, 1.04.C, and 3.05.

11. SECTION 224200 Plumbing Fixtures: In section 2.03.B replace Delta 520LF-TGMHDF Brushed Nickel with Delta 520-SSMPU-DST. In section 2.04.B replace Delta 520LF-

TGMHDF Brushed Nickel with Delta 520-SSMPU-DST. In section 2.05.B.6 replace Delta 140 WE-DST with Delta 140 SS-DST.

12. SECTION 230719 INSULATION BROADSCOPE: Discard the section bound in the Project Manual and substitute the accompanying section (Pages 230719-1 through 230719-17), noted "Revised 7/28/2020".

13. SECTION 260509 ELECTRIC WORK: Paragraph 1.07 add paragraph “F” stating the following: the following areas within the building shall be considered damp and or wet –

existing Basement Boiler Rm. Water service rm, and Freight elevator pit.

14. SECTION 260519 WIRING, GENERAL – 600V AND UNDER: 2.01-D.1c Add the following paragraph: 7) Insulated Aluminum conductors suitable for 600 volts, rated

90°C, one of the types listed in NFPA 70 Table 310.15(B) (16) or of a type identified for use in Type MC cable. (Refer to drawing E-602 “Power One Line Diagram” for area’s which aluminum conductors are acceptable).

15. SECTION 260519 WIRING, GENERAL – 600V AND UNDER: 2.03-E: Replace with the following:

E. Lugs:

1. Single Cable (Compression Type Lugs): CU/AL rated, one or 2 hole style (to

suit conditions), long barrel; As manufactured by one of the following:

Anderson/Hubbell’s, Blackburn/T&B Corp, Burndy, NSI Industries or Thomas & Betts

Corp.,

2. Single Cable (Mechanical Type Lugs): CU/AL rated, one or 2 hole style (to suit

conditions); As manufactured by one of the following: Anderson/Hubbell’s,

Blackburn/T&B Corp, Burndy, NSI Industries or Thomas & Betts Corp.

3. Multiple Cable (Mechanical Type Lugs): CU/AL rated, configuration to suit conditions;

As manufactured by one of the following: Anderson/Hubbell’s, Blackburn/T&B Corp,

Burndy, NSI Industries or Thomas & Betts Corp.

16. SECTION 260575 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY

Revise paragraph 3.03 to read as follows: Voltage Drop Study:

A. Perform voltage-drop study of the system.

1. Determine voltage drop based on full-load currents

2. Prepare the voltage-drop analysis and report to show power system


Updated 05/24/2018


3. components that are overloaded or might become overloaded; show bus voltages

that are less than as prescribed by NFPA 70.

17. SECTION 262413 SWITCHBOARDS - Delete paragraph 1.05 A3.

18. SECTION 262416 PANELBORDS: Replace 2.02 A with the following: “Provide factory mounted SPD in the following panelboards: ARPB, ARP1, ARP2, ARP3, ARP4, FMSP, RP2, RP2A, RP2B and RP2C. The panelboards shall be provided with factory installed directly to bus, internal modular Surge Protective Device (SPD) equipment having:”

19. SECTION 347100 VEHICLE BARRIERS: Discard the section bound in the Project Manual and substitute the accompanying section (Pages 347100-1 through 347100-2), noted "Revised 7/28/2020".

20. Appendix A: Discard the document “Execution Copy Jamaica Armory PLA 6-10-2020” from the Project Manual and substitute the accompanying document "Jamaica Armory PLA Execution Copy 071720" (Pages 1 through 84) to the Project Manual.

CONSTRUCTION WORK DRAWINGS

1. Revised Drawings:

a. Drawing listed below, noted "Rev-5 7/28/2020 ADDENDUM 5" accompany this

Addendum and superseded the same numbered originally issued.

Structural

DM-111

DM-112

FO-400

FO-500

S-111

S-112

S-401A

Plumbing

PD-203

Mechanical

M-103

M-211

M-261

M-700

2. Addendum Drawing:

b. Drawing No. SKE-1, noted “FMS BY-PASS LIGHTING SUPPORT DETAIL dated

7/27/2020” accompanies this Addendum and forms part of the Contract Documents.

c. Drawing No. SKE-2, noted “ASSEM. HALL RM 262 PROJECTOR MOUNTING

DETAIL dated 7/27/2020” accompanies this Addendum and forms part of the

Contract Documents.

3. Drawing A-001: in general information legend, change text “datum point or work point” to

read “datum point: interior drill hall level 100’-0” to correspond to navd 50.91’. all other

interior levels are relative to the 100’-0” datum.”

4. Drawing A-141: change note at south wall to read “alternate 1: provide insulated plastic

glazing infill at south facade. (qty: 6) refer to A-204 of the drawings.

5. Drawings A-201, A-202, A-203: add note #6 to “renovation general notes” saying “all

exterior windows added or replaced to have security glazing as specified.” this applies to

sheet A-200 as well.


Updated 05/24/2018


6. Drawings A-201, A-202, A-203: change note G2 in general masonry notes – north façade to

read “allow 100 square feet of significantly cracked bricks to be removed and replaced

regardless of whether specifically identified by a keynote. if back-up bricks are also cracked,

determine whether an underlying steel or iron item is involved, corroding and causing

cracking. report finding to director's representative.”

7. Drawings A-201, A-202, A-203: change note G7 in general masonry notes – north façade to

read “in areas noted on sheet a-211, repoint where mortar is missing in the brickwork or stone

trim with mortar to match existing adjacent brickwork in color, texture and joint finish. at

stone trim, rake each joint to uniform ¾” depth. provide backer rod and sealant with concave

tooled finish. refer to masonry restoration specifications for mortar requirements.”

8. Drawings A-204, A-205, A-206: change reference in the detail column of key notes – exterior

south wall repairs, #52 to read “1, 2, 3, 4/a-508 sim”.

9. Drawings A-204, A-205, A-206: delete note G1 in general masonry notes – south façade in

its entirety.

10. Drawings A-204, A-205, A-206: change note G2 in general masonry notes – south façade to

read “allow 1,000 square feet of cracked bricks to be removed and replaced regardless of

whether specifically identified by a keynote. if back-up bricks are also cracked, probe to

determine whether an underlying steel or iron item is involved, corroding and causing

cracking. in such cases, remove all brickwork surrounding expanding corrosion. repair

corrosion by removing all loose flaking and scale steel, grind remaining rust to bare steel.

paint with corrosion inhibiting paint. match properties of existing bricks, including color,

size, shape and texture. meet minimum performance standards of sw bricks.”


read “bricks noted in g3 above that have lost their fire-skin or are spalled, are to be removed

and replaced. match properties of existing bricks, including color, size, shape and texture.

meet minimum performance standards of sw bricks.”


read “at all areas where mortar is missing in the brickwork or stone trim, repoint 20% of the

entire façade with mortar to match existing adjacent brickwork in color, texture and joint

finish. at stone trim, rake each joint to uniform ¾” depth. provide backer rod and sealant with

concave tooled finish. refer to masonry restoration specifications for mortar requirements

13. Drawing M-112 Rm. MOV#130: Relief air duct at Column\Grid - 11\A that feeds GV-2 to be

increased from 44”x18” to 48”x18”.

14. Drawing M-112 RM. MOV#130: Provide relief air open ended 48”x12” duct with wire mesh

screen and fire damper 10” below structure above. This duct goes up thru second floor

Table\Chair Storage #262A room in a chase (architectural to provide) up thru roof to GV-7.

15. Drawing M-122 RM. Assembly Hall#262 increase relief air duct size from 44”x18” to

48”x18”. Chase size on architectural plans needs to increase.

16. Drawing M-122 RM. Table\Chair Storage #262A. Provide 48”x12” Relief air duct from RM.

MOV#130 below, up in Chase (Architectural to provide) to Gravity Hood GV-7 on roof.

17. Drawing M-122 RM. Aud\Clas #221 12”x12” exhaust duct to EF-9 to move east 5’ for

clearance from GV-7.


Updated 05/24/2018


18. Drawing M-172 Provide relief air duct 48”x12” to transition to 34”x22” and thru roof to GV-

7.

19. Drawing M-172 EF-9 to move 5’ to the east for clearance to GV-7.

20. PD-203: Remove Natural Gas meter, regulator and all associated piping. Disconnect and cap

natural gas piping at the exterior wall. Remove cold and hot water piping to the wash bay.

21. P-601: Replace Delta 520LF-TGMHDF Brushed Nickel with Delta 520-SSMPU-DST for

both L-1 and L-2. Replace Delta 140 WE-DST with Delta 140 SS-DST for S-1.

22. Drawing E-103 Rm. #041A: Delete dedicated circuit serving EV-8. Provide 2#10, 1#10G in

½”C from EV-8 to CU-8 Located on Drawing E-133, Provide dedicated branch circuit to CU-

8 from panel RP2C circuit #43,45. Provide 2P-15amp branch breaker to serve CU-8. Delete

circuit wiring indicated between CU-5 and CU-8 indicated on drawing E-133.

23. Drawing E-111 Rm 112: Delete dedicated circuit serving EV-1. Provide 2#10, 1#10G in ½”C

from EV-1 to CU-1 Located on Drawing E-151. Revise branch circuit breaker serving CU-1

to 2P-15amp.

24. Drawing E-112: Circuit Tag stating “Connect to Owner Furnished Tank Fill Air Compressor”

shall read as follows: “Connect to Owner Furnished Tank Fill Air Compressor within 15’ of

Disconnect Switch”.

25. Drawing E-112 Rm 139: Provide 2#10, 1#10G in ½”C from EV-9 to CU-9 Located on

Drawing E-132. Revise branch circuit breaker serving CU-9 to 2P-15amp.

26. Drawing E-121 Rm. #206: Delete dedicated circuit serving EV-2. Provide 2#10, 1#10G in

½”C from EV-2 to CU-2 Located on Drawing E-151. Revise branch circuit breaker serving

CU-2 to 2P-15amp.


½”C from EV-3 to CU-3 Located on Drawing E-131. Revise branch circuit breaker serving

CU-3 to 2P-15amp.

28. Drawing E-122 Add the following to Coded Note #1: “Refer to detail #2 “Assembly Hall

Rm. #262 Projector Mounting Detail” on drawing E-707.


½”C from EV-4 to CU-4 Located on Drawing E-132, Revise branch circuit breaker serving

CU-4 to 2P-15amp.



CU-5 to 2P-15amp.

31. Drawing E-131: At Column line A-8.8 add branch circuit to condensing unit CU-3, provide

2P-20amp NEMA 3R disconnect switch with branch circuit to panel RP2 Circuit 41,43,

branch circuit shall be 2#10, 1#10G in ½” C. Also provide circuit wiring from CU-3 to EV-3

located in Rm. 215A, provide circuit wiring consisting of 2#12, 1#12G in ½” C.



CU-6 to 2P-15amp.


Updated 05/24/2018




CU-7 to 2P-15amp.

34. Drawing E-212: Add detail call out 3/E-707 to all L4A & L4AE fixtures located in corridor

named “FMS By-Pass #130C.

35. Drawing E-221: Circuit Stair #3 to ALP2-10.

36. Drawing E-223 Rm 291 Kitchen, delete (1) L1 and (1)-L1E located in front of Hood.

37. Drawing E-231 – Lobby #300 – Add (1) L1E fixture at vestibule entrance into room #314 at

panels ALP3 & ARP3, connect to corridor lighting circuit.

38. Drawing E-501 “Equipment Connection Schedule – Misc.” Revise the following for Item

CH-1 Air Cooled Chiller – Disconnect Switch Rating = 400amps, Feeder No. of Sets = 1,

Phase = 350kcmil AL, Ground = #2AL, Delete conduit size. Under remarks add MC Cable.

39. Drawing E-602 Power One Line Diagram: Delete reference to “Bus Tap” between Con Ed

Cable Tap box section and Con Ed CT Section.

40. Drawing E-602 Power One Line Diagram: Feeder tag serving 30HP air Compressor AC-1

shall read as follows: 3#2AL MC CABLE With #6G.

41. Drawing E-602 “Power One Line Diagram” Revise Chiller (CH-1) feeder tag to 3C

350Kcmil AL, with #2AL Ground MC cable.

42. Drawing E-701 Detail 8: Add the following: Dimensions -3” from edge of conduit to outside

of concrete encasement. 3” between conduits. Add an additional conduit to each row.

43. Drawing E-707: Add detail 2” Assembly Hall Rm. #262 Projector Mounting Detail” See

attached Sketch SK-E3.

44. Drawing E-707” Add detail 3 “FMS By-Pass Lighting Support Detail” See attached

Sketch SK-E1.

END OF ADDENDUM

Erik T. Deyoe, P.E.

Director, Division of Design

Design & Construction

Updated 04/20/2020

Printed 07/28/2020 014100 - 1 Project No. 46086-C

Revised 07/28/2020

SECTION 014100

REGULATORY REQUIREMENTS

PART 1 GENERAL

1.01 COMPLIANCE

A. Comply with applicable regulatory requirements and various codes referenced in these specifications. Where conflicts exist between local, State, and/or Federal regulatory requirements, codes, or these specifications advise the Director’s Representative. The Director’s Representative will assist in resolving the conflicts to the satisfaction of the regulatory agencies prior to commencing the Work.

1.02 UNIFORM CODE, ENERGY CODE, AND CONTRACTOR QUALIFICATIONS

A. All Work shall comply with OSHA (including site-specific safety plans required on all projects), and the New York State Uniform Fire Prevention and Building Code (the "Uniform Code"), which includes the publications incorporated by reference in Title 19 NYCRR Part 1219 through 1228:1. 2015 International Residential Code (the “2015 IRC”). 2. 2015 International Building Code (the “2015 IBC”). 3. 2015 International Plumbing Code (the “2015 IPC”). 4. 2015 International Mechanical Code (the “2015 IMC”).5. 2015 International Fuel Gas Code (the “2015 IFGC”).6. 2015 International Fire Code (the “2015 IFC”). 7. 2015 International Property Maintenance Code (the “2015 IPMC”) .8. 2015 International Existing Building Code (the “2015 IEBC”). 9. 2017 Uniform Code Supplement (the “2017 Supplement”), and other

standards referenced in 19 NYCRR Parts 1219 through 1228.

B. The contractor shall be aware of, and comply with, contractor requirements identified in the above-referenced codes and standards; for example, but not limited to:1. OSHA (Occupational Safety and Health Administration).2. 2015 IBC Chapter 33 Safeguards During Construction.3. 2015 IEBC Chapter 15 Construction Safeguards.4. 2015 IFC Chapter 33 Fire Safety During Construction & Demolition.

o 2015 IFC Chapter 35 Welding and Other Hot Work (which governs safety during construction).

C. All Work shall comply with the New York State Energy Conservation

Construction Code (the “Energy Code”) promulgated pursuant to Article 11 of the New York State Energy Law. The Energy Code is contained in Title 19 of the New York Codes, Rules and Regulations (NYCRR), Part 1240, and in the publications incorporated by reference in 19 NYCRR Part 1240. The publications incorporated by reference in 19 NYCRR Part 1240 include: 1. The publication entitled “2015 International Energy Conservation Code”

(Second Printing: May 2015) published by International Code Council, Inc.

Updated 04/20/2020


2. The publication entitled “ANSI / ASHRAE / IES Standard 90.1-2013, Energy Standard for Buildings Except Low-Rise Residential Buildings” (July 2014 Printing), published by American Society of Heating, Refrigeration and Air-Conditioning Engineers, Inc.

3. The publication, entitled “2016 Supplement to the New York State Energy Conservation Construction Code” (Publication Date: August 2016) published by the New York State Department of State.

4. The other referenced standards mentioned and/or referred to in 19 NYCRR Part 1240.

D. All Work outside State property must comply with the New York City family of codes and New York City permitting and filing requirements; however, New York City licensing requirements are required and apply to all Work for this Contract regardless of where the Work is located. Work both on and outside State property is regulated by the NYC Department of Environmental Protection (DEP) and the Fire Department (FDNY).

E. Electrical Work: Conform to the requirements of the Electrical Code of the City of New York.

F. Prime Contractor and Subcontractor Qualifications: Contractors and subcontractors shall comply with the current Electrical and Plumbing licensing requirements in accordance with the General Administrative Provisions of the New York City Construction Codes. For additional information, see: https://www1.nyc.gov/site/buildings/industry/licensing.page

G. Construction Work Contractor and Subcontractor Qualifications: All electrical subcontractors must be a “Master Electrician Business” as defined in Title 27 of the New York City Administrative Code section of the New York City Electric Code, with current registration as an ‘Electrical Firm’ with the New York City Department of Buildings.1. The firm must employ a holder of an active New York City Master

Electrician License, registered with the New York City Department of Buildings as the firm’s “Responsible Representative”, who must supervise all of firm’s physical work during course of the project.

2. The firm must submit the New York City Electrical Firm Registration Number and the firm’s Responsible Representative’s current active New York City Master Electrician License Number to the Director’s Representative for approval.

H. Fire Codes: Contractor shall meet the following additional requirements of the NYC Fire Code 2014 or other referenced requirement listed below.1. Temporary Lighting: Chapter 14 Fire Safety During Construction,

Alteration & Demolition, which states: “1404.7 Electrical: Temporary wiring for electrical power and lighting installations at construction sites shall comply with the requirements of the New York City Electrical Code”.

2. Temporary Heat: Chapter 14 Fire Safety During Construction, Alteration & Demolition: https://www1.nyc.gov/assets/fdny/pdfviewer/viewer.html?file=Chapter-14.pdf&section=firecode_2014

3. Fire Protection and Safety:a. Chapter 3 General Precautions Against Fire

https://www1.nyc.gov/site/buildings/industry/licensing.page

https://www1.nyc.gov/assets/fdny/pdfviewer/viewer.html?file=Chapter-14.pdf&section=firecode_2014

https://www1.nyc.gov/assets/fdny/pdfviewer/viewer.html?file=Chapter-14.pdf&section=firecode_2014

Updated 04/20/2020


b. Chapter 4 Emergency Planning And Preparednessc. Chapter 5 Fire Operations Featuresd. Chapter 9 Fire Protection Systemse. For Items above, see:

https://www1.nyc.gov/site/fdny/about/resources/code-and-rules/nyc-fire-code.page

I. Elevator Work. All Work shall conform to the following:1. Safety Code for Elevators and Escalators, ASME A17.1 as referenced in

the Uniform Code.

1.03 STATE-REQUIRED PERMITS AND INSPECTIONS

A. A New York Board of Fire Underwriters inspection or certificate is not required.

B. No Work shall commence without a Construction Permit issued by the OGS Division of Codes and Construction Permitting. Contractors shall not file for and not pay for Construction Permits for Work located on New York State property.

1.04 NEW YORK CITY PERMITS AND INSPECTIONS

A. NYC Permits and Inspections are required for all Work outside New York State property lines including sewer, water, and sprinkler connections. Electric and gas utilities require utility inspection and compliance with their standards, rules, and regulations. Contractors shall file and pay for all required NYC Permits for all Work outside State property1. Permits, certificates and inspections which may be required include, but

are not limited to:a. Construction Permit.b. Electrical Inspections.c. Plumbing Inspections.d. Elevator Inspections.e. Boiler Inspections.f. Certificate of Occupancy.g. Sidewalk Bridge Permit: For sidewalk bridges and/or

scaffolding, see Scaffolds and Sheds: https://www1.nyc.gov/site/buildings/safety/scaffolds-sheds.page

h. Street Opening Permit: Sidewalks, curbs – for locations outside the boundaries of NY State property, comply with NYC DOT requirements, including: http://www.nyc.gov/html/dot/html/infrastructure/sidewalks.shtml

j. Curb Cuts: A curb cut is the area of a sidewalk that has been lowered, or cut down, to facilitate access to the street. If you would like DOT to consider a T-intersection for a crosswalk, call 311 or contact the appropriate DOT Borough Office. Based on the location's distance from the nearest crosswalk and pedestrian volumes, DOT will determine whether a crosswalk can be installed.

k. Asbestos Abatement Permit.l. Letter of Approval for new or modified fire alarm systems.m. Tree Removal Approval.

i Sidewalk Repair Guidelines: http://www.nyc.gov/html/dot/downloads/pdf/instfilingplan.pdf



https://www1.nyc.gov/site/buildings/safety/scaffolds-sheds.page

http://www.nyc.gov/html/dot/downloads/pdf/instfilingplan.pdf

Updated 04/20/2020


n. Sewer and Water Connection permits: Work outside the NYS property line must comply with the NYC DEP Cross Control Bureau requirements for RPZD, meters, valves, etc., including Water & Sewer forms. DEP is responsible for approving all work related to the City water and sewer infrastructure including construction of private water and sewer mains, connections to the water and sewer system, repair work on the system, and discharges into the sewer system. This section includes general information and detailed application requirements to assist property owners, Professional Engineers and Registered Architects, & plumbers in obtaining required approvals, permits and inspections. See: http://www.nyc.gov/html/dep/html/forms_and_permits/water_sewer.shtml

o. Lifting equipment (Cranes, Hoists, riggers, licenses, etc.): The Dept. of Buildings, Cranes and Derricks Unit, oversees the design, installation and safe operation of equipment used for hoisting or lifting purposes. The Cranes and Derricks Unit does not regulate equipment installed on water. Personnel and Tower Material hoists are regulated by the Elevator Division. For licensing, permitting, & other information: https://www1.nyc.gov/site/buildings/industry/licensing.page

p. Noise and Air Pollution: Noise and Air Pollution Guidelines (titled as ‘Guidelines’), mandatory for this contract: http://www.nyc.gov/html/dep/html/air/index.shtml and http://www.nyc.gov/html/dep/html/noise/index.shtml

q. Other: NYC Certifications for welders, equipment operators, concrete foreman, site safety managers, crane operators, etc. For crane operation, refer to item no. 6 above. Additionally, a Certificate of Fitness may be required by FDNY Fire Code 2014, see: http://www.nyc.gov/html/fdny/pdf/firecode/certificate_of_fitness.pdf

r. Uniformed and non-uniformed members of the Fire Department of New York (FDNY) may inspect construction and demolition sites to ensure compliance with fire safety standards.

s. Right-of-Way Street Trees: Obtain permit by NYC Department or Parks and Recreation (NYC DPR) for removing, transplanting, replacing, or installing trees within the right-of-way. Comply with NYC DPR guidelines and requirements for right-of-way street trees.

t. Catch Basin Replacement or Repair: Obtain permit from NYC DEP for repairing or replacing catch basins within the right-of-way. Repairs include but are not limited to: grate replacement, frame repairs, structural repairs, etc.

1.05 LISTINGS

A. Equipment and materials for which Underwriters’ Laboratories, Inc. (UL) provides product listing service, shall be listed and bear the listing mark.1. Alternately, any product listed and bearing the mark from one of the

other Nationally Recognized Testing Laboratories (NRTL – as recognized by OSHA) shall be an acceptable alternative to being UL listed and marked, if the listed product has been tested to the applicable standard.

http://www.nyc.gov/html/dep/html/forms_and_permits/water_sewer.shtml

https://www1.nyc.gov/site/buildings/industry/licensing.page

http://www.nyc.gov/html/dep/html/air/index.shtml

http://www.nyc.gov/html/dep/html/noise/index.shtml

Updated 04/20/2020


1.06 FIRE-RESISTANT CONSTRUCTION MATERIALS AND ASSEMBLIES

A. Conform to the fire rating classifications based upon the test methods and acceptance criteria in the “Standard for Fire Tests of Building Construction and Materials” for which Underwriters’ Laboratories, Inc. (UL) provides listings.1. Materials and assemblies shall comply with the acceptance criteria,

detailed description of the assembly, its performance in the fire test, and other pertinent details such as specification of materials, Classification coverage, and alternate assembly details.

2. Alternatively, fire resistance rating classifications by other issuing organizations listed in the New York State Uniform Fire Prevention and Building Code are acceptable.

1.07 UTILITIES

A. Underground Utilities:1. Locate existing underground utilities prior to commencing excavation

work. Conform to all requirements of NYCRR 16 Part 753, including the following:a. Notify ‘New York 811’ New York at least 48 hours in advance,

not counting the date of contact.1) NYC/Long Island area: Dial 8112) Website: https://newyork-811.com

b. Refer to Project Manual Section 023313 “Underground Utility Locator Service” for Work related to locating utilities on facility and/or private property.

c. Determine exact utility locations by hand-excavated test pits. Contractor will be responsible for the proper support and protection of all utilities to remain in service.

B. Coordination with Electric Utility Company:

1. Comply with Con Edison Company of New York (Con Ed) or National Grid

requirements for new or modified electric service. If a meter is required

to complete the Work, arrange installation with the Con Ed Energy

Services Department. https://www.coned.com/en/contact-us

2. Comply with the utility company requirements for the incoming electric

service. Charges for the installation of the incoming service will be

$1.00. Refer to Con Edison customer ticket# S-2020-60250-Q.

C. Coordination with Gas Utility Company:1. Comply with National Grid requirements for a new meter. Arrange

installation with the utility’s Energy Services Department.b. https://www.nationalgridus.com/NY-Business/Default

2. Comply with the gas utility company requirements including inspections.

D. Coordination with NYCDEP Connection Control Unit1. Install Reduced Pressure Zone Devices (RPZDs) and meters to comply

with DEP standards. Obtain meters from DEP .

E. Coordination with Telephone Company: Verizon.

https://newyork-811.com/

https://protect-us.mimecast.com/s/VMTACyPkVnt7jvLpTRAjTc?domain=coned.com

https://www.nationalgridus.com/NY-Business/Default

Updated 04/20/2020


F. Coordination with Telecommunications Organization:1. Contact the Directors Representative coordinator at the facility and

arrange for the removal and relocation of existing telephone/telecommunication equipment.

1.08 LONG ISLAND RAILROAD (LIRR)

A. Work identified as fouling of LIRR tracks requires a LIRR Entry Permit prior to commencement. Refer to Entry Permit Guidelines that are included in the Appendix.1. Fouling of LIRR tracks include Work within fifteen (15) feet, of or

above LIRR tracks. This also includes operation of equipment or any part of equipment, including but not limited to crane booms, scaffolding and staging, and overhead removals, which could fall onto or within seven (6) feet of LIRR tracks.a. Fouling of LIRR tracks without LIRR flag protection being

present is a violation of Federal law.2. Contractor’s personnel whose duties include working within fifteen (15)

feet of, or above LIRR tracks, or operation of equipment on or near railroad tracks shall attend annual LIRR Roadway Worker Protection (RWP) class.

3. The Contractor is responsible for costs associated with LIRR requirements including, but not limited to, courses, meetings, reviews, approvals, and obtaining LIRR Entry Permit.

B. Contractor is responsible for obtaining required insurance and coordinating reviews and approvals with LIRR and the Metropolitan Transportation Authority (MTA).1. Cost of additional insurances required by LIRR including, but not limited

to, Railroad Protective Liability Coverage are the responsibility of the Contractor.

2. Provide the Director’s Representative with copies of LIRR and MTA required insurance for record keeping after approval by LIRR and MTA.

C. All structural work that has the potential to adversely impact LIRR tracks including, but not limited to, masonry repairs, shall be provided to LIRR for review and acceptance.

D. Provide a preliminary schedule of work impacting LIRR 90 days prior to anticipated date of impact to LIRR; provide final schedule of work 30 days prior to start of the work to LIRR.1. Revised schedules for individual segments of Work are to be submitted

to LIRR 21 days prior to commencing that element of Work.2. Two (2) weeks prior to start of the Work impacting LIRR tracks, the

Contractor is responsible for contacting LIRR to arrange flag protection and engineering inspection services.

3. LIRR requires a minimum of 48 hours advanced notice for flag protection for Work that has the potential to adversely impact LIRR’s operations. LIRR determines the extent of flag protection necessary for any given operation.a. Cost of LIRR flag protection is the sole responsibility of the

Contractor.

Updated 04/20/2020


b. LIRR requires notice be given no later than 12:00 PM of the preceding day for cancellation.

E. The Contractor shall conduct his or her work in such manner with the precautions and Safeguards as the LIRR’s Chief Engineer or designated representative may require. The Contractor shall comply with the requirements of the LIRR’s designated representative.

F. Safety Plans

1. The Contractor shall submit his or her proposed safety measures for

protection of LIRR property, tracks, and personnel during fouling for

approval.

a. The Contractor will provide a safety plan to include the

following items:

i. Proposed Scaffolding at a minimum 8’-

6” from the center of closest track.

ii. Debris netting shall be installed and

tied-off properly to withstand the

passing of trains (in accordance with

OSHA and NYCDOB regulations).

iii. Safety platforms for LIRR flagging

personnel. Minimum 4’x4’ platform

with handrails (in accordance with

OSHA Standards). Location determined

by LIRR.

3. Contractor will submit the approved Hazardous Material Work Plan to

LIRR for documentation.

4. The Contractor will provide a copy of hazardous waste disposal manifest

to the LIRR.

5. The Contractor will notify the LIRR designated representative of

changes to the proposed safety measures.

G. Track Outages will not be granted to the Contractor performing the Work of this Project.

H. Thirty (30) days prior to any operation requiring the use of cranes, which may impact the LIRR tracks, the Contractor shall provide the LIRR with design loading, crane rating charts and analysis of each pick, swing and radii, plans and details, possible obstructions, potential hazards, and sequence of operations, in conjunction with, but not limited to, applicable codes and regulations, approved Entry Permit, and LIRR General Notes.

I. The Contractor is to provide the Director’s Representative with copies of documentation submitted to the LIRR within 24 hours of the original submission for record keeping.

1.09 FIRE ALARM AND SECURITY WORK

A. The Work to install, modify, repair, or service Fire Alarm Systems and/or Security Systems shall be performed in accordance with the requirements of Article 6-D (Business of Installing Security or Fire Alarm System) of the New

Updated 04/20/2020


1. Fire Alarm Work: New York State Fire Alarm License is required for installation.

1.10 MATERIALS WITH TRACE AMOUNTS OF ASBESTOS

A. Perform Work required to remove, disturb, or repair any material that contains less than 1 percent by weight of asbestos (trace) in accordance with all applicable OSHA regulations (29 CFR Part 1926.1101).

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

END OF SECTION

Updated 07/07/2009

Printed 07/28/2020

088400 - 1 Project No. 46086-C

Revised 07/28/2020

SECTION 088400

PLASTIC GLAZING

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section includes aluminum-framed assemblies incorporating fiberglass-sandwich panels as

follows:

1. Window assemblies.

1.03 ACTION SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material

descriptions, dimensions of individual components and profiles, and finishes for aluminum

components of panel assemblies.

B. Shop Drawings: For panel assemblies. Include plans, elevations, sections, details, and

attachments to other work.

1. Include details of provisions for assembly expansion and contraction and for draining

moisture within the assembly to the exterior.

C. Samples for Initial Selection: For units with factory-applied color finishes.

D. Samples for Verification: For each type of exposed finish required, in manufacturer's standard

sizes.

E. Fabrication Samples: Of each framing system intersection and adjacent panels, made from 12-

inch (305-mm) lengths of full-size framing members and showing details of the following:

1. Joinery.

2. Anchorage.

3. Expansion provisions.

4. Fiberglass-sandwich panels.

5. Flashing and drainage.

F. Delegated-Design Submittal: For panel assemblies indicated to comply with performance

requirements and design criteria, including analysis data signed and sealed by the qualified

professional engineer responsible for their preparation.

Updated 07/07/2009

Printed 07/28/2020

088400 - 2 Project No. 46086-C

1.04 INFORMATIONAL SUBMITTALS

A. Qualification Data: For qualified Installer and manufacturer.

B. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified

testing agency, for panel assemblies.

C. Field quality-control reports.

D. Warranties: Sample of manufacturer’s special warranties.

1.05 CLOSEOUT SUBMITTALS

A. Maintenance Data: For panel assemblies to include in maintenance manuals.

1.06 QUALITY ASSURANCE

A. Manufacturer Qualifications: For fiberglass-sandwich panels, a qualified manufacturer whose

facilities, processes, and products are monitored by an independent, accredited quality-control

agency for compliance with applicable requirements in ICC-ES AC04, "Sandwich Panels," or

ICC-ES AC177, "Translucent Fiberglass Reinforced Plastic (FRP) Faced Panel Wall, Roof and

Window Systems."

B. Installer Qualifications: Manufacturer's authorized representative who is trained and approved

for installation of panel assemblies required for this Project.

C. Testing Agency Qualifications: Qualified according to ASTM E 699 for testing indicated.

D. Product Options: Information on Drawings and in Specifications establishes requirements for

panel assemblies' aesthetic effects and performance characteristics. Aesthetic effects are

indicated by dimensions, arrangements, alignment, and profiles of components and assemblies

as they relate to sightlines, to one another, and to adjoining construction. Performance

characteristics are indicated by criteria subject to verification by one or more methods including

testing conducted by an independent testing agency and in-service performance.

1. Do not modify intended aesthetic effects, as judged solely by Director’s Representative

except with Director’s Representative approval. If modifications are proposed, submit

comprehensive explanatory data to District Representative for review.

E. Preconstruction Testing: Provide panel assemblies that comply with test-performance

requirements indicated, as evidenced by reports of tests performed on manufacturer's standard

panel assemblies by a qualified independent testing agency.

F. Preinstallation Conference: Conduct conference at Project site.

1.07 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or

replace components of panel assemblies that fail in materials or workmanship within specified

warranty period.

Updated 07/07/2009

Printed 07/28/2020

088400 - 3 Project No. 46086-C

1. Failures include, but are not limited to, the following:

a. Structural failures including, but not limited to, excessive deflection.

b. Deterioration of metals, metal finishes, and other materials beyond normal

weathering.

c. Water leakage.

2. Warranty Period: Five years from date of Substantial Completion.

B. Special Fiberglass-Sandwich-Panel Warranty: Manufacturer's standard form in which

manufacturer agrees to replace panels that exhibit defects in materials or workmanship.

1. Defects include, but are not limited to, the following:

a. Fiberbloom.

b. Delamination of coating, if any, from exterior face sheet.

c. Color change exceeding requirements.

d. Delamination of panel face sheets from panel cores.

2. Warranty Period: 10 years from date of Substantial Completion.

C. Special Aluminum-Finish Warranty: Manufacturer's standard form in which manufacturer

agrees to repair or replace components on which finishes fail within specified warranty period.

Warranty does not include normal weathering.

1. Failures include, but are not limited to, checking, crazing, peeling, chalking, and fading

of finishes.

2. Warranty Period: 20 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.01 MANUFACTURERS

A. Basis-of-Design Product: Subject to compliance with requirements, provide Kalwall Corp. 2-

3/4” Window Replacement assemblies, or comparable product by one of the following:

1. Skywall Translucent Systems; Vistawall Group (The).

2. Structures Unlimited, Inc.

2.02 PERFORMANCE REQUIREMENTS

A. General Performance: Fiberglass-sandwich-panel assemblies shall withstand the effects of the

following forces without failure due to defective manufacture, fabrication, installation, or other

defects in construction:

1. Structural loads.

2. Thermal movements.

3. Movements of supporting structure.

4. Dimensional tolerances of building frame and other adjacent construction.

5. Failure includes, but is not limited to, the following:

a. Deflection exceeding specified limits.

http://www.specagent.com/LookUp/?ulid=47&mf=04&src=wd

http://www.specagent.com/LookUp/?uid=123456825340&mf=04&src=wd

http://www.specagent.com/LookUp/?uid=123456825341&mf=04&src=wd

Updated 07/07/2009

Printed 07/28/2020

088400 - 4 Project No. 46086-C

b. Water leakage.

c. Thermal stresses transferred to building structure.

d. Noise or vibration created by wind, thermal, or structural movements.

e. Loosening or weakening of fasteners, attachments, and other components.

B. Structural Loads:

1. Seismic Loads: As indicated on Structural Drawings.

C. Deflection Limits:

1. Greater than or equal to L/120 at 30 psf of clear span for each assembly component.

D. Structural-Test Performance: Provide panel assemblies tested according to ASTM E 330, as

follows:

1. When tested at positive and negative wind-load design pressures, assemblies do not show

evidence of deflection exceeding specified limits.

2. When tested at 150 percent of positive and negative wind-load design pressures,

assemblies, including anchorage, do not show evidence of material failures, structural

distress, and permanent deformation of main framing members exceeding 0.2 percent of

span.

3. Test Durations: As required by design wind velocity, but not less than 10 seconds.

E. Water Penetration under Static Pressure: Provide panel assemblies that do not evidence water

penetration through fixed glazing and framing areas when tested according to ASTM E 331 at a

minimum static-air-pressure difference of 20 percent of positive wind-load design pressure, but

not less than 15 lbf/sq. ft.

F. Water Penetration under Dynamic Pressure: Provide panel assemblies that do not evidence

water leakage through fixed glazing and framing areas when tested according to AAMA 501.1

under dynamic pressure equal to 20 percent of positive wind-load design pressure, but not less

than 15 lbf/sq. ft.

1. Maximum Water Leakage: Water leakage does not include water that is controlled by

flashing and gutters and drained to the exterior, or water that cannot damage adjacent

materials or finishes.

G. Thermal Movements: Allow for thermal movements from ambient- and surface-temperature

changes. Base calculations on surface temperatures of materials due to both solar heat gain and

nighttime-sky heat loss.

1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C),

material surfaces.

H. Energy Performance: Provide panel assemblies with performance properties specified, as

indicated in manufacturer's published test data, based on procedures indicated below:

1. Thermal Transmittance (U-Factor): Fixed glazing and framing areas shall have U-factor

of not more than 0.19 U-Factor as determined according to NFRC 100.

2. Solar-Heat-Gain Coefficient: Fixed glazing and framing areas shall have a solar heat

gain coefficient of no greater than 0.31 as determined according to NFRC 200.

3. Air Infiltration: Maximum air leakage through fixed glazing and framing areas of less

than 0.01 cfm/ft2 of fixed wall area as determined according to ASTM E 283 at a

minimum static-air-pressure differential of 15 lbf/sq.ft.

Updated 07/07/2009

Printed 07/28/2020

088400 - 5 Project No. 46086-C

2.03 ALUMINUM FRAMING SYSTEMS

A. Components: Manufacturer's standard extruded-aluminum members of thickness required and

reinforced as required to support imposed loads.

1. Construction: Thermally broken, extruded aluminum.

B. Aluminum: Alloy and temper recommended in writing by manufacturer for type of use and

finish indicated.

1. Sheet and Plate: ASTM B 209 (ASTM B 209M).

2. Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221 (ASTM B 221M).

3. Extruded Structural Pipe and Tubes: ASTM B 429/B 429M.

4. Structural Profiles: ASTM B 308/B 308M.

C. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with

nonstaining, nonferrous shims for aligning window components.

D. Fasteners and Accessories: Manufacturer's standard, corrosion-resistant, nonstaining, and

nonbleeding fasteners and accessories; compatible with adjacent materials.

1. At closures, retaining caps, or battens, use ASTM A 193/A 193M, 300 series stainless-

steel screws.

2. Use self-locking devices where fasteners are subject to loosening or turning out from

thermal and structural movements, wind loads, or vibration.

3. At movement joints, use slip-joint linings, spacers, and sleeves of material and type

recommended in writing by manufacturer.

E. Concrete and Masonry Inserts: Hot-dip galvanized cast-iron, malleable-iron, or steel inserts

complying with ASTM A 123/A 123M or ASTM A 153/A 153M requirements.

F. Anchor Bolts: ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6), galvanized steel.

G. Concealed Flashing: Corrosion-resistant, nonstaining, nonbleeding flashing compatible with

adjacent materials.

H. Exposed Flashing and Closures: Aluminum sheet not less than 0.063 inch (1.60 mm) thick,

finished to match framing.

I. Framing Gaskets: Manufacturer's standard.

J. Frame-System Sealants: As recommended in writing by manufacturer.

K. Corrosion-Resistant Coating: Cold-applied asphalt mastic, compounded for 15-mil (0.4-mm)

dry film thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers,

sulfur components, and other deleterious impurities.

2.04 FIBERGLASS-SANDWICH PANELS

A. Description: Assembly of uniformly colored, translucent, thermoset, fiberglass-reinforced-

polymer face sheets bonded to both sides of a grid core.

1. Self-Ignition Temperature: 650 deg F (343 deg C) or more per ASTM D 1929.

2. Smoke-Developed Index: 450 or less per ASTM E 84, or 75 or less per ASTM D 2843.

Updated 07/07/2009

Printed 07/28/2020

088400 - 6 Project No. 46086-C

3. Flame-Spread Index: Not more than 25 per ASTM E 84.

4. Combustibility Classification: Interior face classified CC-1 by ASTM D-635.

B. Panel Thickness: 2-3/4 inches.

C. Panel Strength Characteristics:

1. Maximum Panel Deflection: Less than L/240@ 30 psf. and Permanent Set less than

0.10% at 60 psf Proof Load.

2. Panel Support Strength: Capable of supporting, without failure, a 300-lbf (1334-N)

concentrated load when applied to a 3-inch- (76-mm-) diameter disk according to

ASTM E 661.

D. Grid Core: Mechanically interlocked, extruded-aluminum I-beams, with a minimum flange

width of 7/16 inch (11.1 mm).

1. Extruded Aluminum: ASTM B 221 (ASTM B 221M), in alloy and temper recommended

in writing by manufacturer.

2. I-Beam Construction: Thermally broken, extruded aluminum.

3. Grid Pattern: Inline rectangle, nominal 12 by 24 inches (305 by 610 mm).

E. Exterior Face Sheet:

1. Thickness: 0.070 inches (1.78 mm).

2. Color: White.

3. Color Change: Not more than 3.0 units Delta E when measured according to

ASTM D 2244, after outdoor weathering in southern Florida compliant with procedures

in ASTM D 1435, with panels mounted facing south and as follows:

a. Panel Mounting Angle: Not more than 45 degrees from horizontal.

b. Exposure Period: 30 months.

4. Impact Resistance: No fracture or tear at impact of 70 ft. x lbf (95 J) by a 3-1/4-inch-

(83-mm-) diameter, 5-lb (2.3-kg) freefalling ball according to UL 972 test procedure.

F. Interior Face Sheet:

1. Thickness: 0.045 inch (1.14 mm).

2. Color: White.

G. Fiberglass-Sandwich-Panel Adhesive: ASTM D 2559.

1. Compatible with facing and core materials.

2. Tensile and shear bond strength of aged adhesive ensures permanent adhesion of facings

to cores, as evidenced by testing tensile strength according to ASTM C 297 and shear

bond strength according ASTM D 1002. Use accelerated aging procedures that comply

with aging requirements for adhesives with high resistance to moisture in ICC-ES AC05,

"Sandwich Panel Adhesives."

2.05 FABRICATION

A. Frame System Fabrication:

1. Fabricate components before finishing.

2. Fabricate components that, when assembled, have the following characteristics:

a. Profiles that are sharp, straight, and free of defects or deformations.

b. Accurately fitted joints with ends coped or mitered.

Updated 07/07/2009

Printed 07/28/2020

088400 - 7 Project No. 46086-C

c. Internal guttering systems or other means to drain water passing through joints,

condensation occurring within components, and moisture migrating within

assembly to exterior.

3. Fabricate sill closures with weep holes and for installation as continuous component.

4. Reinforce components as required to receive fastener threads.

B. Panel Fabrication: Factory assemble and seal panels.

1. Laminate face sheets to grid core under a controlled process using heat and pressure to

produce straight adhesive bonding lines that cover width of core members and that have

sharp edges.

a. White spots indicating lack of bond at intersections of grid-core members are

limited in number to four for every 40 sq. ft. (3.7 sq. m) of panel and limited in

diameter to 3/64 inch (1.2 mm).

2. Fabricate with grid pattern that is symmetrical about centerlines of each panel.

3. Fabricate panel to allow condensation within panel to escape.

4. Reinforce panel corners.

2.06 ALUMINUM FINISHES

A. Clear Anodic Finish: AAMA 611, AA-M12C22A31, Class II, 0.010 mm or thicker.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Examine areas and conditions, with Installer present, for compliance with requirements for

installation tolerances and other conditions affecting performance of the Work.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.02 INSTALLATION

A. General:

1. Comply with manufacturer's written instructions.

2. Do not install damaged components.

3. Fit joints between aluminum components to produce hairline joints free of burrs and

distortion.

4. Rigidly secure non-movement joints.

5. Install anchors with separators and isolators to prevent metal corrosion, electrolytic

deterioration, and immobilization of moving joints.

6. Seal joints watertight unless otherwise indicated.

B. Metal Protection: Where aluminum components will contact dissimilar materials, protect

against galvanic action by painting contact surfaces with corrosion-resistant coating or by

installing nonconductive spacers as recommended in writing by manufacturer for this purpose.

Updated 07/07/2009

Printed 07/28/2020

088400 - 8 Project No. 46086-C

C. Install continuous aluminum sill closures with weatherproof expansion joints and locked and

sealed corners. Locate weep holes at rafters.

D. Install components to drain water passing through joints, condensation occurring within

aluminum members and panels, and moisture migrating within assembly to exterior.

E. Install components plumb and true in alignment with established lines and elevations.

F. Erection Tolerances: Install panel assemblies to comply with the following maximum

tolerances:

1. Alignment: Limit offset from true alignment to 1/32 inch (0.8 mm) where surfaces abut

in line, edge to edge, at corners, or where a reveal or protruding element separates aligned

surfaces by less than 3 inches (76 mm); otherwise, limit offset to 1/8 inch (3.2 mm).

2. Location and Plane: Limit variation from true location and plane to 1/8 inch in 12 feet

(3.2 mm in 3.7 m), but no greater than 1/2 inch (13 mm) over total length.

3.03 FIELD QUALITY CONTROL

A. Testing Agency: Engage a qualified testing agency to perform tests and inspections.

1. Water-Spray Test: Before installation of interior finishes has begun, panel assemblies

shall be tested according to AAMA 501.2 and shall not show evidence of water

penetration.

B. Repair or remove work where test results and inspections indicate that it does not comply with

specified requirements.

C. Additional testing and inspecting, at Contractor's expense, will be performed to determine

compliance of replaced or additional work with specified requirements.

D. Prepare test and inspection reports.

END OF SECTION

Updated 07/07/2009


Revised 07/28/2020

SECTION 097126

VINYL-COATED FABRIC WALL COVERING

PART 1 GENERAL

1.01 REFERENCES

A. Wall Covering, Vinyl Coated: Comply with Federal Specification CCC-W-

408B.

B. Effect of Household Chemicals on Clear and Pigmented Organic Finishes:

ASTM D 1308.

1.02 SUBMITTALS

A. Product Data: Catalog sheets, specifications, and installation instructions for the

following:

1. Vinyl-Coated Fabric Wall Covering, each type specified.

2. Adhesive, Primer/Sealer.

3. Metal Molding.

B. Samples:

1. Wall Covering: 12 x 12 inch samples of each type, pattern and color

specified, with two samples mounted on hardboard backing.

2. Metal Molding: Two 12 inch long piece.

C. Contract Closeout Submittals:

1. Maintenance Data: Deliver 2 copies covering the installed products, to

the Director's Representative.

2. Include manufacturer's recommended cleaning materials, application

methods, and precautions in the use of materials and methods which

would damage the wall covering.


A. Installer's Qualifications: The persons installing the wall covering and their

Supervisor shall be experienced in wall covering installation and regularly

employed by a company engaged in the installation of wall coverings for a

minimum of five years.

1. Furnish to the Director the names and addresses of five similar projects

which the foregoing people have worked on during the past three years.

B. Fire Hazard Classification: Class "A" as tested and classified by UL in

accordance with ASTM E 84 and equal to or less than the following:

1. Flame Spread: 25 or less

2. Fuel Contributed: 15

3. Smoke Developed: 450 or less

Updated 07/07/2009


C. Impact Strength: Provide wall protection components that have been tested in

accordance with the applicable provisions of ASTM F476.

D. Chemical and stain resistance: Provide wall protection system components with

chemical and stain resistance in accordance with ASTM D543.

E. Single source responsibility: Provide all components of the wall protection

system manufactured by the same company to ensure compatibility of color,

texture and physical properties

1.04 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials in the manufacturer's original, unopened packages or

containers, clearly labeled to identify manufacturer, brand name, quality or grade,

and flammability classifications.

B. Store materials in original, undamaged packaging in a clean, dry place out of

direct sunlight and exposure to the elements. A minimum room temperature of

40ºF (4ºC) and a maximum of 100ºF (38ºC) should be maintained.

C. Do not store wall covering in upright position.

1.05 PROJECT CONDITIONS

A. Environmental Requirements: Comply with manufacturer's written

recommendations as to environmental conditions under which wall coverings can

be applied.

B. Materials must be acclimated in an environment of 65-75ºF (18-24ºC) for at least

24 hours prior to beginning the installation.

C. Installation areas must be enclosed and weatherproofed before installation

commences.

1.06 MAINTENANCE

A. Extra Stock, Wall Covering: Furnish one extra roll of wall covering for each

type, pattern and color of wall covering installed. The extra wall covering shall

be from the same run and lot number as the installed wall covering. Store wall

covering at the site where directed.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Interior surface protection products specified herein and included on the

submittal drawings shall be manufactured by:

1. Construction Specialties, Inc

2. Or Equivalent

2.02 MATERIALS

Updated 07/07/2009


A. Engineered PETG: Rigid sheet should be high-impact Acrovyn by Design with

standard Suede texture, nominal .040" (1.02mm) thickness. Chemical and stain

resistance should be per ASTM D543 standards as established by the manufacturer.

B. Aluminum: Aluminum trims to be alloy 6063 T5 with clear or colored anodized

finish; minimum strength and durability properties as specified in ASTM B221.

2.03 WALL COVERINGS

A. Basis of Design: Engineered PETG rigid sheet to be Acrovyn by Design: Nominal

.040" (1.02mm) thick rigid sheet supplied in 4' x 8' or 10' (1.2m x 2.4m or 3.0m)

sheet sizes in standard Suede texture. High definition graphic file reverse printed on

clear sheet and sealed with protective backer.

B. Pattern and Color: As indicated on the Drawings.

2.04 FABRICATION

A. General: Fabricate wall covering to comply with requirements indicated for design,

dimensions, detail, finish and sizes.

2.05 ACCESSORIES

A. Adhesive, Primer/Sealer: Type recommended by Wall Covering manufacturer to

suit application.

1. Provide materials which are mildew - resistant and non-staining to the

wall covering.

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine surfaces to receive wall covering for defects that will adversely affect

the execution and quality of the Work. Do not proceed until unsatisfactory

conditions are corrected.

3.02 PREPARATION

A. Protection: Prior to surface preparations and wall covering application remove

switch plates, wall plates, surface-mounted fixtures and all other similar items.

B. Surface Preparation:

1. Perform preparation and cleaning procedures in accordance with wall

covering manufacturer's instructions and as specified.

2. Remove dirt, grease, old adhesive, loose paint and plaster from wall. Fill

cracks, crevices and holes with spackling. Sand rough spots smooth.

3. Gypsum Wallboard: Apply primer/sealer and allow to dry.

4. Plaster: Do not apply primer/sealer until moisture content is less than 8

percent as determined with electronic moisture meter. Remove crystals

due to efflorescence. Apply primer/sealer and allow to dry.

Updated 07/07/2009


5. Concrete and Concrete Unit Masonry: Coat surface with 1/8 to 1/4 inch

thickness of gypsum or Portland cement plaster or special masonry filler

(block filler) and trowel smooth.

6. Painted Surfaces: Remove loose paint. Dull surfaces of enamel and

gloss paints, and rinse with clear water.

3.03 APPLICATION OF WALL COVERING

A. Temperature at the time of installation must be between 65-75ºF (18-24ºC) and be

maintained for at least 48 hours after the installation to allow for proper adhesive set-

up.

B. Relative humidity shall not exceed 80%.

C. Do not expose wall covering to direct sunlight during or after installation. This will

cause the surface temperature to rise, which in turn will cause bubbles and

delamination.

D. Handle and apply wall covering in accordance with manufacturer's instructions.

E. Place wall covering panels consecutively in the order they are cut from rolls,

including spaces above or below openings.

F. Apply adhesive to back of wall and place in accordance with the manufacturer's

instructions.

G. Install seams vertically and plumb, and at least 6 inches away from any corner.

H. Trim selvage edges as required to assure color uniformity and pattern match at

seams.

I. Place wall covering continuously around inside and outside corners.

J. Use stiff bristled brush or flexible broad knife to eliminate air pockets, wrinkles,

blisters and other defects. Force into corners to avoid bridging or spanning.

K. Remove excess adhesive from each seam before proceeding to next.

3.04 INSTALLATION OF METAL MOLDING

A. Install with molding adhesive and fasteners in accordance with the molding

manufacturer's recommendations and instructions.

3.05 ADJUSTING AND CLEANING

A. Remove excess adhesive from wall covering.

B. After wall covering has dried, reinstall the items which were removed.

C. Upon completion of the Work, remove surplus materials, rubbish and debris

resulting from installation of wall covering.

Updated 07/07/2009


3.06 PROTECTION

A. Protect installed materials to prevent damage by other trades. Use materials that may be

easily removed without leaving residue or permanent stains.

END OF SECTION

Updated 07/07/2009


Revised 07/28/2020

SECTION 101113

CHALKBOARDS and TACKBOARDS

PART 1 GENERAL

1.01 SUMMARY

A. Section includes:

1. Markerboards (also referred to as whiteboards and/or chalkboards)

2. Tackboards

B. Size and location as indicated in the contract documents including, but not limited to,

the A-100’s, A-400’s and A-900’s of the Drawings.

1.02 ACTION SUBMITTALS

A. Shop Drawings: Show fabrication details and connections to adjacent Work.

B. Product Data: Specifications and installation instructions for the following:

1. Markerboards (porcelain enameled face)

2. Tackboards (vinyl cork).

3. Display Rail

4. Trim and Accessories.

C. Samples:

1. Markerboard: One 12x12 inch piece, each type specified.

2. Tackboard: One 12 x 12 inch piece, each type specified.

3. Trim: One 12 inch piece, each type specified.

4. Display Rail: One 12 inch piece

3. Fasteners: One each, of type required.

1.03 INFORMATIONAL SUBMITTALS

A. Qualification Data: For qualified Installer.

B. Product Test Reports: Based on evaluation of comprehensive tests performed by

a qualified testing agency, for surface-burning characteristics of tackboards.

C. Sample Warranties: For special warranties.

1.04 CLOSEOUT SUBMITTALS

A. Maintenance Data: For visual display units to include in maintenance manuals.


A. Wall surfaces to receive Work of this Section shall be completely finished.

Updated 07/07/2009


B. All Work liable to damage the Work of this Section shall be completed.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide products by

one of the following:

1. Claridge Products and Equipment, Inc

2. Best-Rite; Moore Co. Inc

3. Egan Visual Inc

2.02 MATERIALS AND FABRICATION

A. Markerboards: Porcelain enameled surface fused to not less than 24 gage steel,

bonded to a core of treated hardboard, treated plywood or particle board, backed

with aluminum foil, for a total thickness of approximately 1/2 inch.

1. Color: As selected by the Director from the manufacturer’s standard

colors.

B. Tackboards: Seamless 1/4 inch thick sheet of compressed, color impregnated

vinyl finished cork, pressure laminated to burlap backing, and factory laminated

to 1/4 inch treated plywood or hardboard. Trim: aluminum alloy.

1. Comply with FS CCC-W-408, Type II- medium duty, Maximum flame

spread shall be 26-75 as tested under ASTM E84.

2. Mildew resistant.

3. Smoke Contribution shall not exceed 450.

4. Color: As selected by the Director from the manufacture’s standard

colors.

C. Trim and Accessories:

1. Screw-on, snap-on or slip-on satin anodized aluminum trim.

a. Trim shall be 6063 alloy grade aluminum with T5 tempering I

accordance with ASTM B221 and shall have a 201-R1 satin

anodized finish.

b. 1 3/4" wide.

c. Mitered corners with hairline joints.

2. Markerboard Trays: Continuous, with closed ends, finish to match trim.

3. Fasteners: Stainless steel or aluminum screws, bolts, hangers, expansion

anchors, clips and other supports.

4. Map rail: Aluminum alloy.

a. Continuous 2- inch map rail with cork insert and (aluminum

alloy) end stops at the top of each marker and tack board.

5. Map rail accessories:

a. Paper holders: Aluminum alloy. Quantity: 1 per 2 feet of map

rail.

b. Map Hooks: Quantity: 1 per 2 feet of map rail.

c. Roller Brackets: Quantity: 1 per 2 feet of map rail.

d. Flag holder: Aluminum alloy. Quantity: 1 per room.

D. Provide factory-built markerboards and tackboards when dimensions permit.

Updated 07/07/2009


E. Aluminum Alloy Finish: Clear anodized finishes: Satin finish 201.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install units in accordance with the manufacturer’s written instructions except as

shown or specified otherwise.

B. Provide any necessary installation accessories, including blocking, backing,

anchors, etc.

C. Join parts forming neatly fitted hairline joints.

D. Install units with concealed hangers, and level within a tolerance of 1/8 inch in

total length.

E. All joints shall be flush and even. Shim the boards to ensure even butt joints and

a close fit between board and trim.

F. Install trim and markerboard trays free of tool marks, dents and other damage.

G. Cover completed work with building paper or other covering recommended by

manufacturer and protect boards from damage until substantial completion.

H. Remove protective coverings, if any, and clean units as recommended by the

manufacturer.

END OF SECTION

Updated 01/3/2020 101200-1 Project No. 46086-C

Printed 07/28/2020

Revised 07/28/2020

SECTION 101200

DISPLAY CASES

PART 1 – GENERAL

1.01 DESCRIPTION OF WORK

A. This section includes Recessed Display Cases

1.02 REFERENCED STANDARDS

A. ASTM E84

B. ASTM B221

1.03 SUBMITTALS

A. Shop Drawings: Provide shop drawings for each type of recessed

display case required. Provide plans, elevations, sections, mounting

requirements and integration into adjacent construction.

B. Product Data: Provide technical data for materials specified. Include

Material Safety Data Sheets, when applicable.

C. Samples:

a. Color Selection: On actual materials. Printed brochures and/or electronic

documents will not be accepted.

b. Composition samples of material and trim to illustrate finish, color, texture

and assembly.

D. Manufacturer’s Instructions: Provide manufacturer’s installation instructions.

1.04 OPERATION AND MAINTENANCE

A. Include data on regular cleaning, stain removal, and precautions

1.05 REGULATORY REQUIREMENTS

A. Conform to applicable code for flame/smoke rating in tackboards in accordance

with ASTM E84.


A. Manufacturer shall be a firm engaged in the manufacture of display cases in the

United States.

B. Manufacturer shall have a minimum of 5 years’ experience in the manufacture of

display cases.


Printed 07/28/2020

1.07 FIELD CONDITIONS

A. Display case to fit within existing recess. Field measure prior to preparation of

shop drawings and fabrication to ensure proper fit.

1.08 WARRANTY

A. Submit a standard warranty, stating that when installed in accordance with

manufacturer’s instructions and recommendations, Claridge recessed trophy

and display cases are guaranteed for one year against defects in materials and

workmanship. Guarantee does not cover normal wear and tear, improper

handling, any misuse, or any defects caused by vandalism or subsequent

abuse. Guarantee covers replacement of defective material but does not

include cost of removal or reinstallation.

PART 2 – PRODUCTS

2.01 MANUFACTURERS

A. Recessed Display Cases –390 Series – as manufactured by Claridge Products

and Equipment, Inc., Harrison, Arkansas. Phone: 870-743-2200; Toll Free

800-434-4610; Fax: 870-743-1908

B. OR Equivalent

2.02 MATERIALS

A. Recessed Trophy and Display Case Fronts

a. Tackable Back Panels: (Claridge Cork; 1113 Steel Gray)

b. Sizes – 390 Series: 6’X12’

c. Housing: 390 Series with 4” extruded aluminum angle perimeter trim;

d. Inside depth: 24”

B. Glass Doors: 390 Series - ¼” tempered glass sliding doors that slide on ball

bearing rollers; fitted with plunger-type locks

a. Sliding glass doors have ground-in finger pulls, doors slide on glides.

b. Glass Shelves: Three adjustable glass shelves furnished with brackets and shelf standards. 12-inch wide.

c. Metal Trim and Accessories: Provide aluminum extrusions as

manufactured by Claridge Products and Equipment, Inc. Trim shall be

heavy gauge extruded aluminum and shall meet or exceed ASTM

B221 alloy standards. Finish to be etched and anodized satin finish.

d. Wood Box: 24” depth, walnut grained low pressure laminate.

e. Lighting provided by manufacturer.

2.03 FABRICATION

A. Shop assembly: Provide factory assembled cases to requirements indicated on

shop drawings.

B. Units shall be of dimensions shown in details and in accordance with


Printed 07/28/2020

manufacturer’s shop drawings, as approved by architect.

PART 3 – EXECUTION


A. Verify before installation that interior moisture and temperature approximate normal occupied conditions.

B. Verify that wall surfaces are prepared and ready to receive cases.

3.02 INSTALLATION

A. Deliver cases KD to be reassembled on job.

B. Follow manufacturer’s instructions for storage and handling of units before

installation.

C. Install level and plumb, in accordance with manufacturer’s recommendations.

3.03 ADJUST AND CLEAN

A. Verify that all accessories are installed as required for each unit.

B. At completion of work, clean glass surfaces, back panels and trim, in

accordance with manufacturer’s recommendations, leaving all

materials ready for use.

END OF SECTION

Updated 07/07/2009


Revised 07/28/2020

SECTION 102100

COMPARTMENTS

PART 1 GENERAL

1.01 RELATED WORK SPECIFIED ELSEWHERE

A. Toilet and Bath Accessories: Section 102813.

B. Wood Nailers and Blocking: Section 061053.

1.02 DESCRIPTION

A. The following types of compartments are specified under this Section:

1. Toilet Compartments (Solid Plastic Panels): Door and partition panels, pilasters, overhead bracing (where required), hardware, fittings, and other appurtenances.

2. Urinal Screens (Solid Plastic Panels):a. Wall Mounted Urinal Screens: Panel mounted on wall with

wing brackets, top and bottom.

1.03 SUBMITTALS

A. Shop Drawings: Show plans, elevations, sections, fixture and accessory locations, fabrication details and connections to adjacent Work.

B. Product Data: Catalog sheets, specifications, and installation instructions for the following:1. Each Panel Type specified.2. Fittings and Fasteners.3. Overhead Bracing and Wall Supports.4. Door Hardware.

C. Samples:1. Hardware: One each item specified.2. Panel Sections: One 12 inch square corner, each type specified.3. Overhead Bracing: One 12 inch long section.4. Pilaster Leveling Device (Ceiling or Floor Type): One complete, each

type required; also snap-on plinth.5. Bracket Fittings: One each type.6. Fasteners: One each type.7. Curtain Hooks: One.

8. Panel color samples.


A. Delivery: Deliver material to site in unopened cartons bearing manufacturer’s labels, carefully packaged and protected, so as to prevent damage to panel finishes. Defective panels will not be accepted at the site for installation under

Updated 07/07/2009


this Contract.

B. Storage and Handling: Store and handle partition materials at the site in an approved manner, so as to prevent damage to materials.


A. Do not install the Work of this Section until the floors, walls and ceilings of the spaces to receive the Work, have been finished.

B. Field Measurements: If possible, determine field measurements before beginning shop fabrication. Wherever field measurements have not been made before fabrication, provide components capable of adjustment during installation.


A. Manufacturer's Qualifications: A company regularly engaged in manufacture of products specified in this section, and whose products have been in satisfactory use under similar service conditions for not less than 5 years.

B. Installer's Qualifications: A company regularly engaged in installation of products specified in this section, with a minimum of 5 years of experience.

C. Regulatory Requirements: Products and finished installations to be used by handicapped persons must comply with requirements Building Code of New York State 2010.

1.07 PERFORMANCE REQUIREMENTS

A. Fire Resistance: Partition, Urinal Screens and Countertop materials shall comply with the following requirement, when tested in accordance with ASTM E 84: Standard Test Method for Surface Burning Characteristics of Building. Materials:1. Smoke Developed Index: Not to exceed 450.2. Flame Spread Index: Not to exceed 75.3. Material Fire Ratings:

a. National Fire Protection Association (NFPA): Class B.b. International Code Council (ICC): Class B.

1.08 WARRANTY

A. Submit a written warranty signed by the manufacturer, installer, and the contractor, guaranteeing to correct failures in toilet compartments, shower stalls, urinal screens and dressing booths which occur within the warranty period without reducing or otherwise limiting any other rights to correction which Director may have under the contract documents. Failures are defined to include faulty workmanship or faulty materials. Correction may include repair or replacement, however in the event of defects in any manufacturer panels or components, replace defective material with new, in kind.

1. Provide manufacturer's limited twenty-five (25) year warranty.2. Provide Installer's ten (10) year warranty.

PART 2 PRODUCTS

Updated 07/07/2009


2.01 MATERIALS, FABRICATION, AND MANUFACTURE

A. Basis of Design: Subject to compliance with requirements set forth herein, the Basis-of-Design product is the Scranton Products Hiney hiders Partition system. Equivalent panel systems meeting or exceeding the requirements of the Contract Documents, in the sole opinion of the Director’s Representative, will be considered.

1. Color: Nickel (Metallic Color Collection)2. Texture: Hammered

B. Solid Plastic Panels:

1. Fabricate door, panel and pilaster panels from High density polyethylene (HDPE), compounded under high pressure. All plastic panels shall be 1 inch thick with uniformly radius edges.

2. Color and Pattern: As indicated, or if not indicated as selected from panel manufacturer’s standard colors and patterns.

3. Continuous aluminum edging strip fastened to the bottom edge of doors and panels, full width.

C. Fittings and Fasteners:

1. Fabricate continuous wall brackets of heavy-duty extruded aluminum (6463-T5 alloy) with continuous stainless steel brackets in toilet partitions and screens. Brackets shall be fastened to wall with stainless steel torx head 1 ½ inch # 14 screws and plastic anchors. Ample backing shall be required where necessary. Attached to panels with stainless steel sex bolts and to pilasters with ¾ inch stainless steel # 14 screws.

2. Fabricate overhead headrail bracing of heavy duty extruded aluminum (6063-T5 alloy) in satin finish with plastic end caps as required.

3. Furnish stainless steel curtain hooks with nylon glides, where required by drawings at headrails.

4. Pilasters shall be supplied with leveling bolts and attached to the floor with 3 inches high, (type 201-20) gage stainless steel shoes secured to pilaster with stainless steel tamper resistant Torx head sex bolt and fastened to floor with Stainless Steel # 14 screws and plastic anchors.

D. Overhead Bracing: Continuous extruded aluminum head rail, anti-grip design, with clear anodized finish. Attached to walls and pilaster face (per layout) with 1” stainless steel (type 304 -20 gauge) headrail brackets. Furnish plastic end. Caps at all exposed edges.

E. Door Hardware:1. Furnish for each door, as follows:

a. Hinges: 54” continuous heavy duty 14 gauge, #304 stainless steel brushed finish helix Hinge. Hinge is fastened to door and pilaster with ¾” stainless steel torx head #14 screws.

b. Slide Bolt: Manufacturer’s standard.

c. Combination Stop and Keeper with securely attached rubber bumper.

d. Combination Coat Hook and Bumper: Manufacturer’s standard unit with rubber bumper.

Updated 07/07/2009


e. Wall Bumper manufacturers standard unit with rubber bumper.

g. Door Pull: Manufacturer’s standard, for doors opening out.2. Furnish stainless steel through bolts, or machine screws as required,

with theft proof (one way) heads for all hardware.

PART 3 EXECUTION

3.01 ERECTION

A. Cutting and Drilling:1. Perform all necessary cutting and drilling of adjacent surfaces required

for the installation of the Work.2. Do all drilling for anchors with carbide or diamond tipped rotary drills

of minimum required sizes, so as to minimize damage to adjacent construction and finishes.

3. Protection: In shower areas where new partitions are to be attached to floors, take all precautions required to prevent puncturing floor waterproofing located below floor line. Determine depth of waterproofing and use depth gages on drills or other approved means required to prevent drilling into and damaging the waterproofing.

B. Pilasters:1. Secure pilasters supported on floors solidly to concrete floor

construction.2. Fasten pilaster shoes to pilasters with torx head stainless steel sex

bolt.

C. Overhead Bracing: headrail shall be secured at pilasters with ¾” torx head #14 screw and secured at wall with 1” headrail brackets.

D. Assemble all Work accurately, free from dents, tool marks, warpage, buckle, open joints, or other defects. Erect Work rigid, plumb, and true to line in the designed location, with doors hung and all hardware, fittings and accessories securely attached. Leave all hardware in perfect operating condition.

E. Secure panels using number and type of brackets recommended by manufacturer for conditions indicated. Clearances exceeding 1 inch between panels and walls are not acceptable.1. Panels attached to tile-faced walls: Where possible, place brackets so

that anchorage fasteners penetrate joints, not tiles.2. Minimum toe clearance: Install fixed panels and doors with bottom

edge above finished floor to meet Barrier Free accessibility requirements.

3. Partition doors for all Barrier Free stalls shall be provide a minimum required 32" clear opening width when door is fully opened.

F. Provide wood blocking as required in metal studwork to secure panels to wall substrate.

3.02 ADJUSTING

Updated 07/07/2009


A. Operating Hardware:1. In-swinging door: Adjust hinges to automatically bring door to rest in

fully closed position when door is not latched.2. Out-swing door: Adjust hinges to automatically bring door to rest in

fully closed position when door is not latched.

3.03 CLEANING

A. Before acceptance, clean Work thoroughly of dirt, grease, and other foreign matter, and leave surfaces in perfect condition.

3.04 PROTECTION

A. After erection, protect Work as necessary to avoid damage. Replace parts damaged in any manner, including adjacent Work that may be incidentally damaged.

END OF SECTION

Updated 01/30/2020


Revised 07/28/2020

SECTION 105143

STORAGE LOCKERS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Wire Mesh Single Tier Storage Locker

B. Solid Three Tier Storage Locker

C. Cell Phone Locker

D. Locker Room Benches

1.02 SUBMITTALS

A. Submit under provisions of Section 013000 - Administrative Requirements.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Installation methods.

C. Shop Drawings: Provide plan of locker lay-out with relation to supporting and

enclosing structure. Single locker isometric view with material call-out shall be

included.


A. Manufacturer Qualifications: Minimum 10-year experience manufacturing

similar products.

B. Installer Qualifications: Minimum 2 years experience installing similar products.


A. Deliver and store products in manufacturer's unopened packaging bearing the

brand name and manufacturer's identification until ready for installation.

B. Handling: Handle materials to avoid damage.


A. Do not install products under environmental conditions outside manufacturer's

recommended limits.

B. Do not store outside or allow to get wet.

Updated 01/30/2020


1.06 SEQUENCING

A. Ensure that products of this section are supplied to affected trades in time to

prevent interruption of construction progress.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Wire Mesh Single Tier Storage Locker: Folding Guard, 5858 West 73rd Street,

Bedford Park, IL 60638; Tel: 800.622.2214; Fax: 708.325.0450; Email:

[email protected]

B. Solid Three Tier Storage Locker: Lyon Work Space, 420 N. Main Street,

Montgomery, IL 60538; Tel: 800.323.0082; Email: [email protected]

C. Cell Phone Locker: Precision Locker Company, 181 Blackstone Ave,

Jamestown, NY 14701; Tel: 877.243.5094; Email:

[email protected]

D. Locker Room Benches: Lyon Work Space, 420 N. Main Street, Montgomery, IL

60538; Tel: 800.323.0082; Email: [email protected]

E. Or equivalent

2.02 WIRE MESH SINGLE TIER STORAGE LOCKER (LO-2)

A. Locker Assembly: Model Stor-More® TA-50 Military Locker as manufactured

by Folding Guard.

B. Standard Model Dimensions:

1. Height:

a. 78 inches.

2. Width and Depth:

a. 36 inches wide by 24 inches deep

C. Standard Door and Shelf Configuration:

1. Front Door

a. Two doors.

1) One (1) shelf (top).

2. Shelving

a. 16 gauge galvanized sheet metal, 11-1/2 inches (292 mm) deep.

D. Locker top:

1. Locker top shall be constructed of 16-gauge sheet metal.

E. Rear panel:

1. Locker back shall be constructed of 16-gauge sheet metal.

F. Locker bottom:

mailto:[email protected]




Updated 01/30/2020


1. Locker bottom shall be 16-gauge galvanized sheet metal

G. Assembly: KD, ships flat, assembly required. Each subcomponent shall be

welded and pre-punched for ease of assembly.

H. Door Assembly:

1. The door assembly shall be constructed of 10 gauge 2 inches by 2 inches

(51 mm by 51 mm) welded wire mesh welded into a 14 gauge 1-1/4 inch

by 1-1/4 inch (32 mm by 32 mm) angle frame for a unitized construction.

Door shall be reinforced with two (2) 1/8 inch by 1 inch (3 mm by 25

mm) steel flat stiffener bars welded in place diagonally. Doors shall be

equipped with two steel pin butt hinges with one padlock hasp per door.

Bolt-together doors shall not be approved as equal.

I. Outer Door Frame:

1. The outer door frame shall consist of 14 gauge 1 inch by 1-1/2 inches by

one inch (25 mm by 38 mm by 25 mm) steel U-channel for the vertical

members, and 14 gauge 1-1/4 inch by 1-1/4 inch (32 mm by 32mm) steel

angles for the horizontal members, welded to form a unitized frame.

Doors provided without an outer door frame weldment shall not be

approved as equal.

J. Side Panels:

1. The side panels shall be constructed of 10 gauge by 2 inches by 2 inches

(51 mm by 51 mm) welded wire mesh welded into a 14 gauge 1-1/4 inch

by 1-1/4 inch (32 mm by 32 mm) steel angle frame for a unitized

construction. Shelves shall be supported by integral 1 inch by 1-1/2 inch

by 1 inch (25 mm by 38 mm by 25 mm) 14 gauge steel U-channel

supports on the two side panels. Bolt or clip-on supports shall not be

approved as equal.

K. Finish:

1. Finish shall be Machine Gray Powder Coat except for galvanized

components. A wet spray enamel paint coating shall not be approved as

equal.

2.03 SOLID THREE TIER STORAGE LOCKER (LO-3)

A. Locker Assembly:

a. Triple Tier Standard Steel Locker as manufactured by Lyon Work Space

b. Size: 12”W by 18”D by 78”H

B. Material:

a. Prime, high grade Class 1 mild annealed, cold-rolled steel free from surface

imperfections. A.S.T.M.-A1008. Bolts to be zinc plated or subjected to other

rust-retardant treatment.

C. Body:

a. 24-gauge steel, flanged to give double thickness of metal at back vertical corners.

D. Door Frame:

Updated 01/30/2020


a. 16-gauge formed steel channels. Vertical members shall have an additional

flange to form continuous door strike. Corners shall be lapped and welded into a

rigid assembly. In addition, bottom cross members shall have tang at each end

that fits through slot in rear flange of upright frame member to prevent twisting

out of alignment. Top and bottom cross members shall provide support for front

edge of locker top and locker bottom.

E. Door:

a. One-piece, 16-gauge steel with both vertical edges formed into channel-shaped

formation; top and bottom shall be flanged at 90 degree angle. hinge side shall be

formed into channel shaped formation with other three sides flanged at 90 degree

angle.

F. Ventilation:

a. Triple tier lockers – Two 6" louvers top and bottom.

G. Door Jambs:

a. triple tier lockers shall have two jambs welded to side of door frames to engage

locking device. Design and gauge of jamb shall prevent freeing of locking device

by prying. Each jamb shall have easily replaceable soft rubber bumper.

H. Hinges:

a. Shall not be less than 2" high, .050" steel, 5 knuckle, and full loop design

forming double thickness on each leaf. Hinges to be set in slot in door and frame

and projection welded to frame and securely attached to door; Hinge pin to be

spun over at ends to resist removal. Lockers shall have two hinges – all on right

hand side of door.

I. Quiet Locking Device:

a. Triple tier locking device shall engage frame at two points. Channel shaped

locking device with full length reinforcing ribs shall be a quiet design utilizing

nylon guide inserts to reduce metal-to-metal contact. The locking device shall

include a latch finger that engages the 12-gauge door jamb. Lock bar shall be

enclosed on three sides and operate within the channel formation of the door.

Locking device shall be prelocking so mechanism can be locked in open position

– door locking automatically when closed. Box lockers shall have one-point

locking device with a 14-gauge lock clip for attaching padlock. Doors also to be

provided with lock hole filler to permit use of built in lock.

J. Handles:

a. Handles shall be recessed. No moving parts are to operate against outside surface

of locker. Padlock attachment to be integral part of lift, which shall be attached

directly to locking bar and protected by fixed handle housing. Handle to provide

built in padlock strike. The recessed handle shall be 4-1⁄8"w x 6-1⁄16"h x 1-1⁄4"d. Multiple tier lockers shall be equipped with a 16-gauge door pull with padlock

attachment when not used with built in locks.

K. Coat Hooks:

a. Lockers shall have one double prong hook and three single prong wall hooks. All

hooks to be zinc plated or subjected to a comparable rust retardant treatment and

attached with two bolts.

Updated 01/30/2020


L. Number Plates:

a. Aluminum number plates with etched figures at least 3⁄8" high. All lockers shall

have number plates attached near top of door.

M. Standard Finish:

a. Exposed steel parts shall be thoroughly cleaned, given a bonding and rust

inhibitive phosphate treatment and then electrostatically sprayed with powder

coat.

b. Color: DD Dove Gray

N. Anchoring:

a. Lockers to be floor and/or wall anchored.

b. Lockers shall be furnished with 6" legs

2.04 CELL PHONE LOCKER

A. Cell Phone Locker (16 Door)

1. Factory assembled aluminum locker with sixteen (16) patron doors and

one (1) master access door.

2. Basis of Design: Precision Locker ALM 44 (Recessed)

B. Dimensions

1. 23 5/16” x 8 1/8” x 28 – 1/16”

2. Door Opening: 4” x 4 7/8”

C. Materials

1. 14 GA Aluminum w/ stainless steel hinges

D. Locking System

1. Keyless user definable combination lock

2. Management master key override

E. Finish

1. Charcoal

2.05 LOCKER ROOM BENCHES (LRB-1)

A. Locker Bench Assembly:

a. Aluminum Bench as manufactured by Lyon Work Space

b. Size: 108”W by 9 1/2” D by 17 1/8” H (Model # 5826)

B. Material:

a. Aluminum alloy with a clear anodic coating and rounded edges.

C. Pedestals:

a. Two piece, 15 1/4” high, anodized aluminum extrusion 2 1/4" by 3/4" formed

and unit welded.

D. Anchoring:

Updated 01/30/2020


a. Benches shall be floor anchored with concrete wedge anchors as recommended

and provided by bench manufacturer.

PART 3 PART 3 EXECUTION

3.01 EXAMINATION

A. Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify Director’s

Representative of unsatisfactory preparation before proceeding.

3.02 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Units are required to be level for proper functionality. Shimming of the units for

an uneven floor is the responsibility of the contractor. All hardware shall be

provided for a locker to locker attachment, locker to wall and locker to floor

anchoring. For custom substrate walls and floors, specialized anchoring shall be

the responsibility of the installer.

3.03 PROTECTION

A. Protect installed products until completion of the project.

B. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION

Updated 9/20/18


Revised 07/28/2020

SECTION 230719

INSULATION

PART 1 GENERAL

1.01 RELATED WORK SPECIFIED ELSEWHERE

A. Through Penetration Firestops: Section 078400.

B. Painting: Section 099103.

C. Pipe Hangers and Supports: Section 230529.

1.02 ABBREVIATIONS

A. FS: Federal Specification.

B. K: Thermal Conductivity, i.e., maximum Btu per inch thickness per hour per

square foot.

C. pcf: Pounds per cubic foot.

D. PVC: Polyvinylchloride.

1.03 SUBMITTALS

A. Product Data:

1. Manufacturer’s catalog sheets, specifications and installation instructions

for insulation materials and jacket materials.

2. Materials Schedule: Itemize insulation materials and thicknesses for

each specified application in Insulation Material Schedules in Part 3 of

this Section. Where optional materials are specified, indicate option

selected.

B. Quality Control Submittals:

1. Installers Qualification Data:

a. Name of each person who will be performing the Work, and

their employer’s name, business address and telephone number.

b. Furnish names and addresses of the required number of similar

projects that each person has worked on which meet the

qualifications.


A. Qualifications: The persons installing the Work of this Section and their

Supervisor shall be personally experienced in mechanical insulation work and

shall have been regularly employed by a company installing mechanical

insulation for a minimum of 5 years.

Updated 9/20/18


B. Regulatory Requirements:

1. Insulation installed inside buildings, including duct lining materials,

laminated jackets, mastics, sealants and adhesives shall have a Fire

Spread/Smoke Developed Rating of 25/50 or less based on ASTM E 84.

PART 2 PRODUCTS

2.01 INSULATION

A. Fibrous Glass (Mineral Fiber) Insulation: Composed principally of fibers

manufactured from rock, slag, or glass, with or without binders, and asbestos

free.

1. Preformed Pipe Insulation: Minimum density 3 pcf; ASTM C 547:

a. Class 1 (Suitable for Temperatures Up to 450 degrees F): K of

0.26 at 75 degrees F.

2. Premolded Fitting Insulation: Minimum density 4.0 pcf, K of 0.26 at 75

degrees F; ASTM C 547, Class 1.

3. Insulation Inserts for PVC Fitting Jackets: Minimum density 1.5 pcf, K

of 0.28 at 75 degrees F; ASTM C 553, Type III.

a. Suitable for temperatures up to 450 degrees F.

4. Block or Board Insulation: Minimum density 3.0 pcf and 6.0 pcf as

specified; ASTM C 612:

a. Type IA or IB (Suitable for Temperatures Up to 450 degrees F):

K of 0.26 at 75 degrees F.

b. Type II (Suitable for Temperatures 451 to 850 degrees F): K of

0.44 at 300 degrees F.

c. Type III (Suitable for Temperatures 851 to 1000 degrees F): K

of 0.44 at 300 degrees F.

d. Type IV (Suitable for Temperatures 1001 to 1200 degrees F): K


e. Type V (Suitable for Temperatures 1201 to 1800 degrees F): K


5. Thermal and Acoustic Board Insulation: Minimum density 3.0 pcf, K of

0.27 at 75 degrees F; ASTM C 1071, Type II.

a. Air Stream Side: Erosion, temperature, and fire resistant type;

NFPA 90-A and 90-B.

6. Blanket Insulation:

a. For Ductwork (Suitable for Temperatures Up to 450 Degrees F):

Minimum density 1.0 pcf, K of 0.31 at 75 degrees F; ASTM C

553, Type II.

b. For Breeching (Suitable for Temperatures up to 1200 degrees F):

Minimum density 8 pcf, K of 0.55 at 400 degrees F, metal mesh

faced one side; ASTM C 553, Type VII.

B. Flexible Elastomeric Foam Insulation:

1. FM tested and approved, meeting the following:

a. Maximum Water Vapor Transmission: 0.10 perm - inch based

on ASTM E 96, Procedure A.

b. K of 0.25 at 75 degrees F based on ASTM C 518 or C 177.

Updated 9/20/18


c. Fire Spread/Smoke Developed Rating: 25/50 or less based on

ASTM E 84.

2. Pipe Insulation: ASTM C 534, Type I.

3. Sheet Insulation for Ductwork and Equipment: ASTM C 534, Type II,

smooth skin one side.

4. Polyethylene and polyolefin insulation is not acceptable.

C. High Density Jacketed Insulation Inserts for Hangers and Supports:

1. For Use with Fibrous Glass Insulation:

a. Cold Service Piping:

1) Polyurethane Foam: Minimum density 4 pcf, K of 0.13

at 75 degrees F, minimum compressive strength of 125

psi.

b. Hot Service Piping:

1) Calcium Silicate: Minimum density 15 pcf, K of 0.50 at

300 degrees F; ASTM C 533.

2) Perlite: Minimum density 12 pcf, K of 0.60 at 300

degrees F; ASTM C 610.

c. Ductwork: Fibrous glass board, minimum density 6 pcf, K of

0.26 at 75 degrees F, conforming to ASTM C 612, Type IA or

IB.

2. For Use with Flexible Elastomeric Foam Insulation:

a. Ductwork and Piping: Hardwood dowels and blocks, length or

thickness equal to insulation thickness, other dimensions as

specified or required.

D. Cements:

1. Fibrous Glass Thermal Insulating Cement: Asbestos free; ASTM C 195.

2. Fibrous Glass Hydraulic Setting Thermal Insulating and Finishing

Cement: ASTM C 449/C 449M.

E. LEED Requirements:

1. For field applications that are inside the weatherproofing membrane:

Adhesives/sealants must be tested and determined compliant in

accordance with California Department of Public Health (CDPH)

Standard Method v1.1-2010, using the applicable exposure scenario. The

default scenario if the private office scenario.

2. All adhesives/sealants wet-applied on site must meet the applicable

chemical content requirements of SCAQMD Rule 1168, July 1, 2005,

Adhesive and Sealant Applications, as analyzed by the methods specified

in Rule 1168. The provisions of SCAQMD Rule 1168 do not apply to

adhesives and sealants subject to state or federal consumer product VOC

regulations.

2.02 JACKETS

A. Laminated Vapor Barrier Jackets for Piping and Ductwork: Factory applied by

insulation manufacturer, conforming to ASTM C 1136, Types I and II.

1. Type I: Reinforced white kraft and aluminum foil laminate with kraft

facing out.

Updated 9/20/18


a. Pipe Jackets: Furnished with integral 1-1/2 inch self-sealing

longitudinal lap, and separate 3 inch wide adhesive backed butt

strips.

2. Type II: Reinforced aluminum foil and kraft laminate with foil facing

out.

3. Laminated vapor barrier jackets are not required for flexible elastomeric

foam insulation.

B. Canvas Jackets: Cotton duck, fire retardant, complying with NFPA 701, 4 oz or

6 oz per sq yd as specified.

C. Premolded PVC Fitting Jackets:

1. Constructed of high impact, UV resistant PVC.

a. ASTM D 1784, Class 14253-C.

b. Working Temperature: 0-150 degrees F.

D. Metal Jacketing:

1. Circumferentially Corrugated Aluminum Jacketing: Childer’s Corrolon.

a. Construction: 3/16 inch circumferentially corrugated embossed

aluminum, ASTM B 209, Types 1100, 3003, 3105, or 505, H-14

temper, 0.016 inch thick.

b. Moisture Barrier: Integrally bonded to jacket over entire surface

in contact with insulation.

c. Fastening Devices:

1) Strapping: 0.020 inch thick by 1/2 inch wide, Type

3003, 3105, 5005, H-14 temper.

2) Wing Seals: 0.032 inch thick Type 5005, H-14 temper

aluminum.

2.03 ADHESIVES, MASTICS, AND SEALERS

A. For field applications that are inside the weatherproofing membrane:

Adhesives/mastics/sealants must be tested and determined compliant in

accordance with California Department of Public Health (CDPH) Standard

Method v1.1-2010, using the applicable exposure scenario. The default scenario

if the private office scenario.

B. All adhesives/mastics/sealants wet-applied on site must meet the applicable

chemical content requirements of SCAQMD Rule 1168, July 1, 2005, Adhesive

and Sealant Applications, as analyzed by the methods specified in Rule 1168.

The provisions of SCAQMD Rule 1168 do not apply to adhesives and sealants

subject to state or federal consumer product VOC regulations.

C. Lagging Adhesive (Canvas Jackets): Childers’ CP-50AMV1, Epolux’s Cadalag

336, Foster’s 30-36.

D. Vapor Lap Seal Adhesive (Fibrous Glass Insulation): Childers’ CP-82, Epolux’s

Cadoprene 400, Foster’s 85-60 or 85-20.

Updated 9/20/18


E. Vapor Barrier Mastic (Fibrous Glass Insulation): Permeance shall be .03 perms

or less at 45 mils dry per ASTM E 96. Childers’ CP-34, Epolux’s Cadalar 670,

Foster’s 30-65 .

F. Adhesive (Flexible Elastomeric Foam): Armstrong’s 520, Childers’ CP-82,

Epolux’s Cadoprene 488, Foster’s 85-75. 5 gallon cans only.

G. Adhesive (Fiberglass duct liner): Childers’ Chil Quik CP-127, Foster Vapor Fas

85-60. Must comply with ASTM C 916, Type II

H. Weather Barrier Breather Mastic (Reinforcing Membrane): Childers’ VI-CRYL

CP-10/11, Foster’s Weatherite 46-50.

I. Sealant (Metal Pipe Jacket): Non-hardening elastomeric sealants. Foster

Elastolar 95-44, Childers Chil Byl CP-76, Pittsburgh Corning 727.

J. Reinforcing Membrane: Childers’ Chil Glas #10, Foster Mast a Fab, Pittsburgh

Corning PC 79

2.04 MISCELLANEOUS MATERIALS

A. Insulation Fasteners for Ductwork and Equipment:

1. Acceptable Manufacturers: Duro-Dyne Corp.; Erico Fastening Systems,

Inc.

2. Type: Weld pins, complete with self-locking insulation retaining

washers.

B. Pressure Sensitive Tape for Sealing Laminated Jackets:

1. Acceptable Manufacturers: Alpha Associates, Ideal Tape, Morgan

Adhesive.

2. Type: Same construction as jacket.

C. Wire, Bands, and Wire Mesh:

1. Binding and Lacing Wire: Nickel copper alloy or copper clad steel, gage

as specified.

2. Bands: Galvanized steel, 1/2 inch wide x 0.015 inch thick, with 0.032

inch thick galvanized wing seals.

3. Wire Mesh: Woven 20 gage steel wire with 1 inch hexagonal openings,

galvanized after weaving.

D. Metal Corner Angles: Galvanized steel, 2 x 2 inch 28 gage.

E. Reinforcing Membrane: Glass or Polyester, 10 x 10 mesh. Alpha Associates

Style 59, Childer’s Chil-Glas, Foster’s MAST-A-FAB.

Updated 9/20/18


PART 3 EXECUTION

3.01 PREPARATION

A. Perform the following before starting insulation Work:

1. Install hangers, supports and appurtenances in their permanent locations.

2. Complete testing of piping, ductwork, and equipment.

3. Clean and dry surfaces to be insulated.

3.02 INSTALLATION, GENERAL

A. Install the Work of this Section in accordance with the manufacturer’s printed

installation instructions unless otherwise specified.

B. Piping Insulation: Provide continuous insulation and jacketing when passing thru

interior wall, floor, and ceiling construction.

1. At Through Penetration Firestops: Coordinate insulation densities with

the requirements of approved firestop system being installed. See

Section 078400.

a. Insulation densities required by approved firestop system may

vary with the densities specified in this Section. When this

occurs use the higher density insulation.

C. Do not intermix different insulation materials on individual runs of piping.

3.03 INSTALLATION AT HANGERS AND SUPPORTS

A. Reset and realign hangers and supports if they are displaced while installing

insulation.

B. Install high density jacketed insulation inserts at hangers and supports for

insulated ductwork, piping, and equipment.

C. Insulation Inserts for Use with Fibrous Glass Insulation:

1. Ductwork: Install 6 pcf density jacketed fibrous glass board, same

thickness as adjoining insulation, sized for full bearing on supporting

trapeze member, and as required to enable abutting to adjoining

insulation and overlapping of jacketing.

2. Piping: Where clevis hangers are used, install insulation shields and

high-density jacketed insulation inserts between shield and pipe.

a. Where insulation is subject to compression at points over 180

degrees apart, e.g. riser clamps, U-bolts, trapezes, etc.; fully

encircle pipe with 2 protection shields and 2 high density

jacketed fibrous glass insulation inserts within supporting

members.

D. Insulation Inserts for Use with Flexible Elastomeric Foam Insulation:

1. Ductwork: Install hardwood block, same thickness as adjoining

insulation, sized for full bearing on supporting trapeze member and as

required to abut and seal vapor tight with adjoining insulation.

Updated 9/20/18


2. Piping:

a. Where clevis hangers are used, install insulation shields with

hardwood filler pieces, same thickness as adjoining insulation,

inserted in undersized die cut or slotted holes in insulation at

support points.

b. Contour hardwood blocks to match the curvature of pipe, and

shield.

c. Coat dowels and blocks with insulation adhesive, and insert

while still wet.

d. Vapor seal outer surfaces of dowels and blocks with adhesive

after insertion.

e. Install filler pieces as follows:

PIPE/TUBING SIZE FILLER PIECES POSITION

Thru 1-1/2” 2 dowel plugs 6 o’clock; in tandem

2” thru 5” 1 block 2 dowel plugs6 o’clock, and 4 & 8 o’clock

respectively

3.04 INSTALLATION OF FIBROUS GLASS COLD SERVICE INSULATION

A. Install insulation materials with a field or factory applied ASTM C 1136 Type I

laminated vapor barrier jacket, unless otherwise specified.

B. Piping:

1. Butt insulation joints together, continuously seal minimum 1-1/2 inch

wide self-sealing longitudinal jacket laps and 3 inch wide butt adhesive

backed strips.

a. Substitution: 3 inch wide pressure sensitive sealing tape, of

same material as jacket, may be used in lieu of butt strips.

2. Bed insulation in a 2 inch wide band of vapor barrier mastic, and vapor

seal exposed ends of insulation with vapor barrier mastic at each butt

joint between pipe insulation and equipment, fittings or flanges at the

following intervals:

a. Horizontal Pipe Runs: 21 ft.

b. Vertical Pipe Runs: 9 ft.

C. Fittings, Valves, Flanges and Irregular Surfaces:

1. Insulate with mitre cut or premolded fitting insulation of same material

and thickness as pipe insulation.

2. Secure insulation in place with 16 gage wire, with ends twisted and

turned down into insulation.

3. Butt insulation against pipe insulation and bond with joint sealer.

4. Insulate valves up to and including bonnets, without interfering with

packing nuts.

5. Apply leveling coat of insulating cement to smooth out insulation and

cover wiring.

6. When insulating cement has dried, seal fitting, valve and flange

insulation, by imbedding a layer of reinforcing membrane or 4 oz. canvas

Updated 9/20/18


jacket between 2 flood coats of vapor barrier mastic, each 1/8 inch thick

wet.

7. Lap reinforcing membrane or canvas on itself and adjoining pipe

insulation at least 2 inches.

8. Trowel, brush or rubber glove outside coat over entire insulated surface.

9. Exceptions:

a. In Mechanical Equipment Rooms, Boiler Rooms, Penthouses,

Finished Rooms and Finished Spaces: Cover fittings, valves and

flanges insulated with fibrous glass with an additional 6 oz

canvas jacket, lapped on adjoining insulation and pasted with

lagging adhesive.

b. Type C and D Piping Systems: Valves, fittings and flanges may

be insulated with premolded PVC fitting jackets, with fibrous

glass insulation inserts.

1) Additional insulation inserts are required for services

with operating temperatures under 45 degrees F or where

insulation thickness exceeds 1-1/2 inches. The surface

temperature of PVC fitting jacket must not go below 45

degrees F.

3.05 INSTALLATION OF FIBROUS GLASS HOT SERVICE INSULATION

A. Install insulation materials with field or factory applied ASTM C 1136 Type I

laminated vapor barrier jacket unless otherwise specified.

B. Canvas Jackets on Piping, Fittings, Valves, Flanges, Unions, and Irregular

Surfaces:

1. For Piping 2 inch Size and Smaller: 4 oz per sq yd unless otherwise

specified.

2. For Piping Over 2 inch Size: 6 oz per sq yd unless otherwise specified.

C. Piping:

1. Butt insulation joints together, continuously seal minimum 1-1/2 inch

wide self-sealing longitudinal jacket laps and 3 inch wide adhesive

backed butt strips.

a. Substitution: 3 inch wide pressure sensitive sealing tape, of

same material as the jacket, may be used in lieu of butt strips.

2. Fill voids in insulation at hanger with insulating cement.

3. Exceptions:

a. Piping in Accessible Shafts, Attic Spaces, Crawl Spaces,

Unfinished Spaces and Concealed Piping: Butt insulation joints

together and secure minimum 1-1/2 inch wide longitudinal jacket

laps and 3 inch wide butt strips of same material as jacket, with

outward clinching staples on maximum 4 inch centers. Fill voids

in insulation at hangers with insulating cement.

b. Piping in Tunnels: Butt insulation joints together and secure

minimum 1-1/2 inch wide longitudinal jacket laps and 3 inch

wide butt strips, of same material as jacket, with outward

clinching staples on maximum 4 inch centers and 16 gage wires

a minimum of 4 loops per section. Fill voids in insulation with

insulating cement.

Updated 9/20/18


D. Fittings, Valves, Flanges and Irregular Surfaces:

1. Insulate with mitre cut or premolded fitting insulation of same material

and thickness as insulation.

2. Secure in place with 16 gage wire, with ends twisted and turned down

into insulation.

3. Butt fitting, valve and flange insulation against pipe insulation, and fill

voids with insulating cement.

4. Insulate valves up to and including bonnets, without interfering with

packing nuts.

5. Apply leveling coat of insulating cement to smooth out insulation and

cover wiring.

6. After insulating cement has dried, coat insulated surface with lagging

adhesive, and apply 4 oz or 6 oz canvas jacket as required by pipe size.

a. Lap canvas jacket on itself and adjoining pipe insulation at least

2 inches.

b. Size entire canvas jacket with lagging adhesive.

7. Exceptions:

a. In Types E, F and G Service Piping Systems: Valves, fittings

and flanges may be insulated with premolded PVC fitting

jackets, with fibrous glass insulation inserts.

1) Additional insulation inserts are required for services

with operating temperatures over 250 degrees F or where

insulation thickness exceeds 1-1/2 inches. The surface

temperature of PVC fitting jacket must not exceed 150

degrees F.

b. In Types E, F, and G Service Piping Systems: Insulate fittings,

valves, and irregular surfaces 3 inch size and smaller with

insulating cement covered with 4 oz or 6 oz canvas jacket as

required by pipe size.

1) Terminate pipe insulation adjacent to flanges and unions

with insulating cement trowelled down to pipe on a

bevel.

c. In Type H Service Piping System: Insulate fittings, valves,

flanges, unions, and irregular surfaces 3 inch size and smaller

with insulating cement covered with 4 oz or 6 oz canvas jacket

as required by pipe size.

d. Fittings, Valves, Flanges, and Irregular Surfaces in Concealed

Piping, Piping in Accessible Shafts, Attic Spaces, Crawl Spaces,

Unfinished Rooms, Unfinished Spaces, and Tunnels: Sizing of

canvas surface is not required.

E. Equipment:

1. Secure fibrous glass block or board insulation in place with wire or

galvanized steel bands.

a. Small Areas: Secure insulation with 16 gage wire on maximum

6 inch centers.

b. Large Areas: Secure insulation with 14 gage wire or .015 inch

thick by 1/2 inch wide galvanized steel bands on maximum 10

inch centers. Stagger insulation joints.

Updated 9/20/18


c. Irregular Surfaces: Where application of block or board

insulation is not practical, insulate with insulating cement built-

up to same thickness as adjoining insulation.

2. Fill joints, voids and irregular surfaces with insulating cement, to a

uniform thickness.

3. Stretch wire mesh over entire insulated surface and secure to anchors,

with wire edges laced together.

4. Apply finishing cement, total of 1/2 inch thick, in 1/4 inch thick coats.

a. Trowel second coat to a smooth hard finish.

5. Neatly bevel insulation around manholes, handholes, cleanouts, ASME

stamp, boiler manufacturer’s name and catalog number.

3.06 INSTALLATION OF FLEXIBLE ELASTOMERIC FOAM INSULATION

A. Where possible, slip insulation over the pipe, and seal butt joints with adhesive.

1. Where the slip-on technique is not possible, slit the insulation and install.

2. Re-seal with adhesive, making sure the mating surfaces are completely

joined.

B. Insulate fittings and valves with miter cut sections. Use templates provided by

the manufacturer, and assemble the cut sections in accordance with the

manufacturer’s printed instructions.

1. Insulate threaded fittings and valves with sleeved fitting covers. Overlap

and seal the covers to the adjoining pipe insulation with adhesive.

C. Carefully mate and seal with adhesive all contact surfaces to maintain the

integrity of the vapor barrier of the system.

D. Insulated Covers for Pumps:

1. Do not extend pump insulation beyond or interfere with stuffing boxes,

or interfere with adjustment and servicing of parts requiring regular

maintenance or operating attention.

E. Piping Exposed Exterior to a Building, Totally Exposed to the Elements:

1. Apply flexible elastomeric foam insulation to piping with adhesive.

2. Apply reinforcing membrane around piping insulation with adhesive or

mastic.

3. Adhesive Applied System: Apply 2 coats of finish. See Section 099103.

4. Mastic Applied System: Apply another coat of mastic over reinforcing

membrane.

3.07 INSTALLATION OF SHEET METAL JACKETING ON PIPING

A. Secure jacketing to insulated piping with preformed aluminum snap straps and

stainless steel strapping installed with special banding wrench.

B. Jacket exposed insulated fittings, valves and flanges with mitred sections of

aluminum jacketing.

1. Seal joints with sealant and secure with preformed aluminum bands.

2. Substitution: Factory fabricated, preformed, sectional aluminum fitting

covers or premolded polyvinylchloride fitting covers may be used in lieu

Updated 9/20/18


of mitred sections of aluminum jacketing for covering fittings, valves

and flanges.

3.08 INSTALLATION OF SMOKE BREECHING AND SMOKE FLUE PIPE

INSULATION

A. Use pre-fabricated breeching furnished with boiler.

3.09 INSTALLATION OF DUCTWORK INSULATION

A. Fibrous Glass Board Insulation Application:

1. Secure insulation to ductwork, with duct insulation fasteners spaced 3

inch in from all corners of ducts, with intermediate fasteners on

maximum 16 inch centers in all directions.

2. Butt edges of insulation and fill voids with similar insulation.

3. Seal minimum 1-1/2 inch wide longitudinal jacket laps continuously with

vapor seal adhesive.

4. Lap circumferential joints with 4 inch wide jacket material and seal laps

continuously with vapor barrier lap adhesive, or seal continuously with

minimum 3 inch wide pressure sensitive sealing tape, of same material as

jacket.

5. Install metal corner angles over the jacketed insulated corners. Seal

exposed ends of insulation with vapor barrier mastic.

6. Vapor seal breaks in vapor barrier jacketing, exposed surfaces of duct

insulation fasteners and metal corner angles, with pressure sensitive

sealing tape of same material as jacket or coat with vapor barrier mastic.

7. Field apply 6 oz canvas jacket over the vapor barrier jacketed insulation

where indicated on Ductwork Service Insulation Material Schedule in

Part 3 of this Section.

a. Apply canvas jacket with lagging adhesive, with a 2 inch lap on

circumferential and longitudinal seams.

b. Outward clinching staples may be utilized for additional

securement of canvas to bottom of ducts in excess of 48 inch in

width.

c. Apply heavy coat of lagging adhesive to entire canvas surface.

8. Place trapeze hangers, fabricated of steel rods and structural steel

channels or angles, outside of jacketed insulated ducts.

a. Install high density insulation inserts, of thickness equal to

insulation, minimum of 4 inch in width by the bottom dimension

of the duct, at points of support.

b. Continuously jacket insulated ducts and filler pieces through

supports.

B. Fibrous Glass Blanket Insulation Application:

1. Cut insulation to stretch-out dimensions as recommended by insulation

manufacturer.

2. Remove 2 inch wide strip of insulation material from the jacketing on the

longitudinal and circumferential joint edges to form an overlapping

staple/tape flap.

3. Install insulation with jacketing outside so staple/tape flap overlaps

insulation and jacketing on other end.

Updated 9/20/18


4. Butt ends of insulation tightly together.

a. Rectangular and Square Ductwork: Do not compress insulation

at duct corners.

5. Staple longitudinal and circumferential joints with outward clinching

staples minimum 6 inches on center, and seal with pressure sensitive

sealing tape.

6. Cut off pretruding ends of fasteners flush with insulation surface and seal

with pressure sensitive sealing tape.

7. Install duct insulation fasteners on bottom side of horizontal duct runs,

when bottom dimension of the duct is in excess of 24 inches in width.

8. Install duct insulation fasteners on sides of duct risers having a

dimension over 24 inches in size.

9. Seal tears, punctures, and penetrations of insulation jacketing with

sealing tape and coat with vapor barrier mastic.

10. Secure insulation to ductwork with fasteners spaced in accordance with

the following schedule:

DUCT DIMENSION SPACING OF FASTENERS (MINIMUM)

Up to 24 inches None required.

24 inches to 48 inchesHorizontal Runs: 2 rows - 16 inches on center.

Risers: 16 inches on center, all directions.

49 inches to 60 inchesHorizontal Runs: 3 rows - 16 inches on center.


61 inches and overHorizontal Runs: 16 inches on center, all directions.


C. Bench Insulated Ductwork:

1. Insulate ducts prior to erection in place when ducts are required to be

installed proximate to walls, ceilings, equipment or other ductwork,

which will not permit adequate space for installation of insulation after

ducts are installed.

2. Line interior surfaces of ducts with thermal and acoustic board

insulation, when the specified application of exterior insulation is

impractical.

a. Written permission from the Director must be received, prior to

the substitution of lined ducts for exterior insulated ducts.

b. Maintain interior cross-sectional areas of ducts, as noted on

drawings.

D. Flexible Elastomeric Foam Insulation on Ductwork Exposed to the Elements,

Exterior to a Building:

1. Apply 2 inch thick flexible elastomeric foam sheet insulation to

ductwork with adhesive.

a. Insulate sheet metal duct seams, angle bracing, and reinforcing

with same insulation thickness specified for ductwork.

2. Apply reinforcing membrane around ductwork insulation with adhesive

or mastic.

3. Adhesive Applied System: Apply 2 coats of finish. See Section 099103.

Updated 9/20/18


4. Mastic Applied System: Apply another coat of mastic over reinforcing

membrane.

3.10 FIELD QUALITY CONTROL

A. Field Samples: The Director’s Representative, may at their discretion, take field

samples of installed insulation for the purpose of checking materials and

application. Reinsulate sample cut areas.

3.11 PIPING AND EQUIPMENT INSULATION SCHEDULE

A. Insulate all cold service and hot service piping, equipment, and appurtenances

except where otherwise specified.

B. Schedule of Items Not to be Insulated:

1. Do not insulate the following cold service items:

a. Actual heat transfer surfaces.

b. Flexible vibration eliminators.

c. Refrigerant liquid piping, unless sub-cooled below 70 degrees F.

d. Boiler water treatment equipment and piping.

e. Chemical feed piping.

f. Boiler header drains.

2. Do not insulate the following hot service piping:

a. Plated or white metal piping.

b. Piping inside convector and finned tube radiation enclosures.

c. Short vertical and horizontal piping connections (less than 24

inches in length):

1) Located exposed above floors in finished rooms or

finished spaces.

2) Serving one fixture, or one piece of equipment.

3) Connected to horizontal mains, branch mains or riser

mains.

4) Conveying liquids or vapors at temperatures from 75

degrees F to 215 degrees F, unless otherwise specified.

d. Drains from heating equipment and appurtenances that flow to

waste.

e. Water and other fluids 81 degrees F to 104 degrees F.

3. Do not insulate the following hot service fittings, valves, flanges and

irregular surfaces:

a. Flanges and unions in Type E, F and G service piping systems.

b. Hydronic Specialties:

1) Flow indicators.

2) Zone control valves.

3) Air vents.

4) Air control fittings.

c. Pressure reducing valves and pilot lines.

d. Safety and relief valves.

4. Do not insulate the following hot service equipment:

a. Actual heat transfer surfaces.

b. Hot water pumps.

c. Boiler return pumps.

Updated 9/20/18


d. Gas meters and boiler feed water meters.

e. Equipment manholes, handholes, and cleanouts.

f. ASME stamps, nameplates with manufacturer’s name and model

number.

5. Do not insulate items installed under other Contracts.

6. Do not insulate mechanical equipment with a factory applied insulated

steel jacket.

3.12 COLD SERVICE INSULATION MATERIAL SCHEDULE

TYPESERVICE AND

TEMPERATURES

INSULATION

MATERIAL

PIPE

SIZES

(INCHES)

MINIMUM

(NOMINAL)

INSULATION

THICKNESS

(INCHES)

A & BRefrigerants, and Fluids

below 40 F.

Flex. Elastomeric

Foam

1& less

1-1/4 and

Up

1

1-1/2

C

Chilled Water and other fluids

(except domestic cold water)

40 F to 80 F.

Flex. Elastomeric

Foam or

Fibrous Glass

1-1/2 &

less

Over 1-1/2

1

1-1/2

A. NOTES:

1. Double the insulation thickness above for piping, installed in tunnels and

conduits.

2. Equipment Insulation: Insulation thicknesses above also apply for flat,

curved and irregular equipment surfaces.

a. Insulate equipment with fibrous glass board insulation with

minimum density 6 pcf.

b. Insulate base mounted and unitary type pumps and other

equipment specified, chilled water and dual temperature water

systems, with 3/4 inch thick sheet flexible elastomeric foam.

c. Exceptions: Minimum insulation thickness for Type A service

shall be a minimum of 1 inch thick for flat, curved and

equipment irregular surfaces.

3. Type D Insulation Materials: In addition to the services shown on the

schedule above, use Type D materials and thicknesses for the following:

a. Condensate Drain Piping:

1) Piping connected to drain pans under cooling coils

within unit enclosure, except where over drain pans.

2) Horizontal condensate drain piping outside unit

enclosures.

3) Vertical condensate drain piping of less than one story

immediately following horizontal run.

Updated 9/20/18


3.13 HOT SERVICE INSULATION MATERIAL SCHEDULE

SERVICE AND

TEMPERATURES

INSULATION

MATERIAL

PIPE

SIZES

(INCHES)

MINIMUM

(NOMINAL)

INSULATION

THICKNESS

(INCHES)

EWater and other fluids

105 F to140 F.

Flex. Elastomeric

Foam or

Fibrous Glass

1-1/4 &

Less

1-1/2 and

Over

1

1-1/2

FWater and other fluids

141 F to 200 F.

Fibrous Glass

1-1/4 &

Less

1-1/2 &

Over

1-1/2

2

A. NOTES:

1. Equipment Insulation:

a. Insulate the following with fibrous glass block or board

insulation:

1) Hydronic Specialties

b. Insulate equipment with fibrous glass board insulation with

minimum density 6 pcf.

c. Minimum thickness for flat, curved and irregular equipment

surfaces:

1) 1-1/2 inch for E and F service.

3.14 SCHEDULE OF METAL JACKETING FOR INSULATED PIPE

A. Piping Exterior to Building: Jacket insulated piping with circumferentially

corrugated aluminum jacketing.

1. Lap longitudinal and circumferential joints a minimum of 2 inches.

2. Secure jacketing in place with 1/2 inch x 0.020 inch thick aluminum

bands secured with aluminum wing type seals, on maximum 12 inch

centers.

3. Cover insulated fittings, valves, and offsets with mitered sections of

jacketing. Seal joints with metal pipe jacket sealant, and secure with

aluminum strapping and wing seals.

4. Factory fabricated, preformed fitting covers of same material as jacketing

may be used instead of mitered jacketing.

5. Install jacketing so as to avoid trapping condensation and precipitation.

Updated 9/20/18


3.15 SMOKE BREECHING AND SMOKE FLUE PIPE INSULATION SCHEDULE

A. SEE BREECHING SPECIFIED WITH BOILER.

3.16 DUCTWORK SERVICE INSULATION SCHEDULE

A. Insulate all ductwork service except where otherwise specified.

B. Do not insulate the following ductwork service items:

1. Exhaust ductwork, unless otherwise shown.

2. Return fans.

3. Exhaust fans.

4. Interior lined ductwork.

5. Flexible ductwork connections.

6. Interior lined air terminal units.

7. Sound absorbers.

8. Ductwork located within equipment.

9. Ductwork where design temperature difference between interior and

exterior of duct or plenum does not exceed 15 degrees F.

3.17 DUCTWORK SERVICE INSULATION MATERIAL SCHEDULE

LOCATION SERVICEINSUL.

MATERIAL

MINIMUM

INSUL.

THICKNESS

JACKET

TYPE

MINIMUM

REQUIRED

R VALUE

Concealed,

inside building

insul. envelope

in unconditioned

spaces (in shafts,

ceilings, walls,

and floors)

Air Conditioning

Supply and Returns

Under 65 F, 100%

Outside Air, Heating

Supply Over 85 F.

Returns with Temp.

Diff. With Ambient

Greater than 15 degrees

F

Fibrous Glass

Blanket

Fibrous Glass

Board

2

1-1/2

I or II

I or II

R-5

Exposed, inside

building insul.

envelope.

Air Conditioning

Supply Under 65 F,

100% Outside Air,

Heating Supply Over

85 F.

Fibrous Glass

Board1-1/2

I with

Canvas

Outer

Jacket

R-5

Inside building

but exposed to

outside air

temp., e.g.,

ventilated attic,

parking garage.

Air Conditioning

Supply, Heating

Supply, All Returns

including returns mixed

with outside air.

Fibrous Glass

Blanket

Fibrous Glass

Board

2-1/2

2

I or II

I or II

R-8

Updated 9/20/18


LOCATION SERVICEINSUL.

MATERIAL

MINIMUM

INSUL.

THICKNESS

JACKET

TYPE

MINIMUM

REQUIRED

R VALUE

Exposed exterior

to building.

Air Conditioning

Supply, Heating

Supply, All Returns

including returns mixed

with outside air.

Elastomeric

Foam Sheet

2 None

RequiredR-8

A. NOTES:

1. Equipment: Insulate air handling equipment, not furnished with factory

applied insulated jacket or internal insulation, with minimum 1-1/2 inch

thick fibrous glass board with an ASTM C 1136 Type I jacket, installed

and finished as specified for exposed ductwork in finished spaces.

END OF SECTION

Updated 01/30/2020


Revised 07/28/2020

SECTION 347100

VEHICLE BARRIERS

PART 1 GENERAL

1.01 REFERENCES

A. Standard: American Concrete Institute, ACI 301- 89, for concrete Work

of this Section, unless otherwise indicated on the Drawings or specified.

1.02 SUBMITTALS

A. Shop Drawings: Plans, elevations and details for each barrier type. Show

anchorage details for each type of anchorage location.

B. Vehicle Barrier Schedule: Provide a schedule for each barrier, including the

following information:

1. Location.

2. Type of barrier (Steel Bollard, Box Beam Guard Rail, Column Protector).

3. Construction Document reference.

4. Shop drawing plan reference.

5. Shop drawing elevation reference.

6. Shop drawing anchorage detail.

PART 2 PRODUCTS

2.01 MATERIALS

A. Manufactured Steel Pipe Bollard:

1. 36” high x 8” nominal diameter steel pipe with 10” base plate.

2. Acceptable Manufacturers:

Vestil.

Emedco

Post Guard

3. Heavy-Duty Wedge-Type Expansion Anchors

4. HDPE Post Sleeve: Basis of design by Eagle Manufacturing Company.

5. Color: Yellow.

B. Box Beam Guide Rail:

1. Rail Element: 6” x 6” hollow structural steel tube galvanized (ASTM

A123).

2. Posts: S3 x 5.7 ASTM A36 galvanized (ASTM A 123).

3. Blocks: 6” x 6” x 9” neoprene fastened to wall.

4. Hardware:

a. Steel Shapes and Plates: ASTM A36.

b. Bolts and Nuts: ASTM A307.

c. Galvanized Finish: ASTM A153.

Updated 01/30/2020


C. Column Protector:

1. 36” high column protector for 12” and 14” existing wide flange

columns

2. Acceptable Manufacturers:

� Sentry Products

� Eagle Manufacturing

� Boplan

3. Linear Low Density Polyethylene (LLDPE)

4. UL94HB Burn Rate @ 1.5MM

5. Hook & Loop fastener shear strength: 9.2 PSI (0.649KG/CM²)

6. Impact strength at -40° C: 150 ft. – lbs. (203J)

7. Stress-crack resistance: >1,000 hrs. per ASTM D-1693

8. UV Stabilized

9. FDA compliant 21 CRF 177.520/3.1 (base resin)

10. Color: Yellow

PART 3 EXECUTION

3.01 INSTALLATION

A. Steel Pipe Bollard:

1. Install pipe with plate plumb using expansion anchors.

2. Install bumper post sleeve in accordance with the

manufacturer’s printed instructions.

3. Install two Torx center pin security machine screws at the base

of the bumper post sleeve to fasten sleeve to steel pipe.

B. Box Beam Guide Rail:

1. Posts: Drive posts using approved equipment that will set posts

in final position free of distortion, burning or other damage.

2. Rails: Attach to posts as indicated with the alignment resulting

in a smooth continuous rail.

C. Column Protector:

1. Install per manufacturer’s instructions.

END OF SECTION

JAMAICA ARMORY RENOVATION PLA

EXECUTION COPY

PROJECT LABOR AGREEMENT

BETWEEN

LiRo GROUP CONSTRUCTION

AND THE

BUILDING AND CONSTRUCTION TRADES COUNCIL OF GREATER

NEW YORK AND VICINITY

FOR THE RENOVATION OF THE JAMAICA ARMORY

9305 168th Street, Jamaica, Queens, New York 11433


i

EXECUTION COPY

TABLE OF CONTENTS

Page

ARTICLE 1 - PREAMBLE ............................................................................................... 1

SECTION 1. PARTIES TO THE AGREEMENT ......................................................... 2

ARTICLE 2 - GENERAL CONDITIONS ........................................................................... 2

SECTION 1. DEFINITIONS ....................................................................................... 2

SECTION 2. CONDITIONS FOR AGREEMENT TO BECOME EFFECTIVE ............. 3

SECTION 3. ENTITIES BOUND & ADMINISTRATION OF AGREEMENT ................ 3

SECTION 4. SUPREMACY CLAUSE ........................................................................ 4

SECTION 5. LIABILITY .............................................................................................. 5

SECTION 6. THE OWNER ........................................................................................ 5

SECTION 7. AVAILABILITY AND APPLICABILITY ................................................... 5

TO ALL SUCCESSFUL BIDDERS ............................................................................. 5

SECTION 8. SUBCONTRACTING ............................................................................ 6

ARTICLE 3-SCOPE OF THE AGREEMENT ................................................................... 6

SECTION 1. WORK COVERED ................................................................................ 6

SECTION 2. TIME LIMITATIONS .............................................................................. 7

SECTION 3. EXCLUDED EMPLOYEES .................................................................... 7

SECTION 4. NON-APPLICATION TO CERTAIN ENTITIES ...................................... 9

ARTICLE 4- UNION RECOGNITION AND EMPLOYMENT ............................................ 9

SECTION 1. PRE-HIRE RECOGNITION ................................................................... 9

SECTION 2. UNION REFERRAL .............................................................................. 9

SECTION 3. NON-DISCRIMINATION IN REFERRALS .......................................... 11

SECTION 4: MINORITY, FEMALE REFERRALS .................................................... 12

SECTION 5. CROSS AND QUALIFIED REFERRALS ............................................. 12

SECTION 6. CRAFT FOREPERSONS AND GENERAL FOREPERSONS ............. 12

ARTICLE 5- UNION REPRESENTATION ..................................................................... 13

SECTION 1. LOCAL UNION REPRESENTATIVE ................................................... 13

SECTION 2. STEWARDS ........................................................................................ 13

SECTION 3. LAYOFF OF A STEWARD .................................................................. 14

ARTICLE 6- MANAGEMENT’S RIGHTS ....................................................................... 14

SECTION 1. RESERVATION OF RIGHTS .............................................................. 14

SECTION 2. MATERIALS, METHODS & EQUIPMENT .......................................... 15


ii

EXECUTION COPY

ARTICLE 7- WORK STOPPAGES AND LOCKOUTS ................................................... 16

SECTION 1. NO STRIKES-NO LOCK OUT ............................................................. 16

SECTION 2. DISCHARGE FOR VIOLATION .......................................................... 16

SECTION 3. NOTIFICATION ................................................................................... 16

SECTION 4. EXPEDITED ARBITRATION ............................................................... 17

SECTION 5. ARBITRATION OF DISCHARGES FOR VIOLATION ......................... 18

ARTICLE 8 - LABOR MANAGEMENT COMMITTEE .................................................... 19

SECTION 1. SUBJECTS ......................................................................................... 19

SECTION 2. COMPOSITION ................................................................................... 19

ARTICLE 9- GRIEVANCE & ARBITRATION PROCEDURE ......................................... 19

SECTION 1. PROCEDURE FOR RESOLUTION OF GRIEVANCES ...................... 19

SECTION 2. LIMITATION AS TO RETROACTIVITY ............................................... 22

SECTION 3. PARTICIPATION BY AGENCY AND/OR CONSTRUCTION MANAGER ............................................................................................................... 22

ARTICLE 10 - JURISDICTIONAL DISPUTES ............................................................... 23

SECTION 1. NO DISRUPTIONS ............................................................................. 23

SECTION 2. ASSIGNMENT .................................................................................... 23

SECTION 3. NO INTERFERENCE WITH WORK ................................................... 23

ARTICLE 11 - WAGES AND BENEFITS ....................................................................... 23

SECTION 1. CLASSIFICATION AND BASE HOURLY RATE ................................. 23

SECTION 2. EMPLOYEE BENEFITS ...................................................................... 24

ARTICLE 12- HOURS OF WORK, PREMIUM PAYMENTS, .............................................

SHIFTS AND HOLIDAYS .............................................................................................. 26

SECTION 1. WORK WEEK AND WORK DAY ......................................................... 26

SECTION 2. OVERTIME ......................................................................................... 27

SECTION 3. SHIFTS ............................................................................................... 27

SECTION 4. HOLIDAYS .......................................................................................... 28

SECTION 5. REPORTING PAY ............................................................................... 29

SECTION 6. PAYMENT OF WAGES ....................................................................... 30

SECTION 7. EMERGENCY WORK SUSPENSION ................................................. 30

SECTION 8. INJURY/DISABILITY ........................................................................... 31

SECTION 9. TIME KEEPING ................................................................................... 31

SECTION 10. MEAL PERIOD .................................................................................. 31

SECTION 11. BREAK PERIODS ............................................................................. 31


iii

EXECUTION COPY

ARTICLE 13 - APPRENTICES ...................................................................................... 32

SECTION 1. RATIOS ............................................................................................... 32

ARTICLE 14-SAFETY PROTECTION OF PERSON AND PROPERTY ........................ 32

SECTION 1. SAFETY REQUIREMENTS ................................................................ 32

SECTION 2. CONTRACTOR RULES ...................................................................... 33

SECTION 3. INSPECTIONS .................................................................................... 33

ARTICLE 15 - TEMPORARY SERVICES ..................................................................... 33

ARTICLE 16 - NO DISCRIMINATION ........................................................................... 34

SECTION 1. COOPERATIVE EFFORTS ................................................................. 34

SECTION 2. LANGUAGE OF AGREEMENT ........................................................... 34

ARTICLE 17- GENERAL TERMS ................................................................................. 34

SECTION 1. PROJECT RULES .............................................................................. 34

SECTION 2. TOOLS OF THE TRADE ..................................................................... 35

SECTION 3. SUPERVISION .................................................................................... 35

SECTION 4. TRAVEL ALLOWANCES .................................................................... 35

SECTION 5. FULL WORK DAY ............................................................................... 35

SECTION 6. COOPERATION AND WAIVER .......................................................... 35

ARTICLE 18. SAVINGS AND SEPARABILITY ............................................................. 36

SECTION 1. THIS AGREEMENT ............................................................................ 36

SECTION 2. THE BID SPECIFICATIONS ............................................................... 37

SECTION 3. NON-LIABILITY ................................................................................... 37

SECTION 4. NON-WAIVER ..................................................................................... 38

ARTICLE 19 - FUTURE CHANGES IN SCHEDULE “A” AREA CONTRACTS ............. 38

SECTION 1. CHANGES TO AREA CONTRACTS ................................................... 38

SECTION 2. LABOR DISPUTES DURING AREA CONTRACT NEGOTIATIONS ... 38

ARTICLE 20 - HELMETS TO HARDHATS .................................................................... 39

SECTION 1. ..................................................................................... 39

SECTION 2. ..................................................................................... 39

SIGNATURE PAGES ............................................................................................................... 41

SCHEDULE "A" - CBAs ........................................................................................................... 75

Project Labor Agreement - - Letter of Assent ................................................................ 81

NEW YORK CITY BUILDING AND CONSTRUCTION TRADES COUNCIL STANDARDS OF EXCELLENCE .................................................................................. 83


1

EXECUTION COPY

PROJECT LABOR AGREEMENT

ARTICLE 1 - PREAMBLE

WHEREAS, the Army National Guard’s Division of Military and Naval

Affairs (“Owner”) desires to provide for the cost efficient, safe, quality, and timely

completion of certain rehabilitation and renovation work (“Project Work,” as defined in

Article 3) in a manner designed to afford the lowest costs to the Owner, and the Public it

represents, and the advancement of permissible statutory objectives;

WHEREAS, this Project Labor Agreement will foster the achievement of

these goals, inter alia, by:

(1) providing a mechanism for responding to the unique construction

needs associated with this Project Work and achieving the most cost effective means of

construction, including direct labor cost savings, by the Building and Construction Trades

Council of Greater New York and Vicinity and the signatory Local Unions and their

members waiving various shift and other hourly premiums and other work and pay

practices which would otherwise apply to Project Work;

(2) expediting the construction process and otherwise minimizing the

disruption to the Owner’s ongoing operations at the facilities that are the subject of the

Agreement;

(3) avoiding the costly delays of potential strikes, slowdowns, walkouts,

picketing and other disruptions arising from work disputes, reducing jobsite friction on

common situs worksites, and promoting labor harmony and peace for the duration of the

Project Work;

(4) standardizing the terms and conditions governing the employment

of labor on the Project Work;

(5) permitting wide flexibility in work scheduling and shift hours and

times to allow maximum work to be done during off hours yet at affordable pay rates;

(6) permitting adjustments to work rules and staffing requirements from

those which otherwise might obtain;

(7) providing comprehensive and standardized mechanisms for the

settlement of work disputes, including those relating to jurisdiction;

(8) ensuring a reliable source of skilled and experienced labor; and


2

EXECUTION COPY

(9) securing applicable New York State Labor Law exemptions.

WHEREAS, the Building and Construction Trades Council of Greater New

York and Vicinity, its participating affiliated Local Unions and their members, desire to

assist the Owner in meeting these operational needs and objectives as well as to provide

for stability, security and work opportunities which are afforded by this Project Labor

Agreement; and

WHEREAS, the Parties desire to maximize Project Work safety conditions

for both workers and the community in the project area.

NOW, THEREFORE, the Parties enter into this Agreement:

SECTION 1. PARTIES TO THE AGREEMENT

This is a Project Labor Agreement (“Agreement”) entered into by LiRo

Group Construction, acting as Construction Manager on behalf of the New York State

Office of General Services as Contracting Agent and the Army National Guard’s Division

of Military and Naval Affairs as Owner (“Owner”), and the Building and Construction

Trades Council of Greater New York and Vicinity (“Council”) (on behalf of itself) and the

signatory affiliated Local Union’s (“Unions” or “Local Unions”). The Council and each

signatory Local Union hereby warrants and represents that it has been duly authorized to

enter into this Agreement.

ARTICLE 2 - GENERAL CONDITIONS

SECTION 1. DEFINITIONS

Throughout this Agreement, the various Union parties including the

Building and Construction Trades Council of Greater New York and Vicinity and its

participating affiliated Local Unions, are referred to singularly and collectively as

“Union(s)” or “Local Unions”; the term “Contractor(s)” shall include any Construction


3

EXECUTION COPY

Manager, (including LiRo Group Construction) General Contractor and all other

contractors, and subcontractors of all tiers engaged in Project Work within the scope of this

Agreement as defined in Article 3; “Owner” means the Army National Guard’s Division

of Military and Naval Affairs and the New York State Office of General Services as

Owner’s contracting agent or its Construction Manager, LiRo Group Construction,

operating on its behalf unless otherwise provided; the Building and Construction Trades

Council of Greater New York and Vicinity is referred to as the “Council”; and the work

covered by this Agreement (as defined in Article 3) is referred to as “Project Work.”

SECTION 2. CONDITIONS FOR AGREEMENT TO BECOME EFFECTIVE

This Agreement shall not become effective unless each of the following

conditions are met: the Agreement is executed by (1) the Council, on behalf of itself, (2)

the participating affiliated Local Unions; and (3) the Construction Manager.

SECTION 3. ENTITIES BOUND & ADMINISTRATION OF AGREEMENT

This Agreement shall be binding on all participating Unions and their

affiliates, the Construction Manager (in its capacity as such) and all Contractors of all tiers

performing Project Work, as defined in Article 3. The Contractors shall include in any

subcontract that they let for performance during the term of this Agreement a requirement

that their subcontractors, of all tiers, become signatory and bound by this Agreement with

respect to that subcontracted work falling within the scope of Article 3 and all Contractors

(including subcontractors) performing Project Work shall be required to sign a “Letter of

Assent” in the form annexed hereto as Exhibit “A”. This Agreement shall be administered

by the Owner or a Construction Manager or such other designee as may be named by the

Owner or Construction Manager, on behalf of all Contractors.


4

EXECUTION COPY

SECTION 4. SUPREMACY CLAUSE

This Agreement, together with the local Collective Bargaining Agreements

appended hereto as Schedule “A”, represents the complete understanding of all signatories

and supersedes any national agreement, local agreement or other collective bargaining

agreement of any type which would otherwise apply to this Project Work, in whole or in

part except work performed under the NTL Articles of Agreement, the National

Stack/Chimney Agreement, the National Cooling Tower Agreement, all instrument

calibration work and loop checking which shall be performed under the UA/IBEW Joint

National Agreement for Instrument Control Systems Technicians, and the National

Agreement of the International Union of Elevator Constructors. The Collective Bargaining

Agreements of the affiliated local unions that cover the particular type of construction work

to be performed by the contractor, and as set forth in the Schedule “A” list of Agreements,

shall be deemed the Schedule “A” Collective Bargaining Agreements (“Schedule “A”

CBA”) under this Agreement. Where association and independent Collective Bargaining

Agreements for a particular type of construction work are both set forth in Schedule “A”,

association members shall treat the applicable association agreement as the Schedule “A”

CBA and independent contractors shall treat the applicable independent agreement as the

Schedule “A” CBA. Subject to the foregoing, where a subject covered by the provisions

of this Agreement is also covered by a Schedule “A” Collective Bargaining Agreement,

the provisions of this Agreement shall prevail. It is further understood that no Contractor

shall be required to sign any other agreement as a condition of performing Project Work.

No practice, understanding or agreement between a Contractor and a Local Union which

is not set forth in this Agreement shall be binding on this Project Work unless endorsed in

writing by the Construction Manager or such other designee as may be designated by the


5

EXECUTION COPY

Agency. Schedule “A” Agreements are defined to be those collective bargaining

agreements covering construction work within the jurisdiction of an affiliated local union.

SECTION 5. LIABILITY

The liability of any Contractor and the liability of any Union under this

Agreement shall be several and not joint. The Construction Manager and any Contractor

shall not be liable for any violations of this Agreement by any other Contractor; and the

Council and Local Unions shall not be liable for any violations of this Agreement by any

other Union.

SECTION 6. THE OWNER

The Owner (or Construction Manager where applicable) shall require in its

bid specifications for all Project Work within the scope of Article 3 that all successful

bidders, and their subcontractors of all tiers, become bound by, and signatory to, this

Agreement. The Owner (or Construction Manager) shall not be liable for any violation of

this Agreement by any Contractor. It is understood that nothing in this Agreement shall be

construed as limiting the sole discretion of the Owner or Construction Manager in

determining which Contractors shall be awarded contracts for Project Work. It is further

understood that the Owner or Construction Manager has sole discretion at any time to

terminate, delay or suspend the Project Work, in whole or part, on any Project.

SECTION 7. AVAILABILITY AND APPLICABILITY

TO ALL SUCCESSFUL BIDDERS

The Unions agree that this Agreement will be made available to, and will

fully apply to, any successful bidder for (or subcontractor of) Project Work who becomes

signatory thereto, without regard to whether that successful bidder (or subcontractor)

performs work at other sites on either a union or non-union basis and without regard to


6

EXECUTION COPY

whether employees of such successful bidder (or subcontractor) are, or are not, members

of any unions. This Agreement shall not apply to the work of any Contractor which is

performed at any location other than the site of Project Work.

SECTION 8. SUBCONTRACTING

Contractors will subcontract Project Work only to a person, firm or

corporation who is or agrees to become party to this Agreement.

ARTICLE 3-SCOPE OF THE AGREEMENT

SECTION 1. WORK COVERED

Project Work shall be limited to construction of a 38,000 square foot

Readiness Center as well as the alteration and renovation of an existing 140,787 square

foot Readiness Center and Field Maintenance Shop at the Jamaica Armory located at 9305

168th Street, Jamaica, Queens, New York 11433 including site wide demolition and

hazardous materials abatement, drill shed roof replacement, basement area arms vaults and

supply rooms, conversion of existing tenant space for Owner’s use, exterior masonry

stabilization and restoration, basement structural work for new floor enforcement, traveling

bridge crane, new drill shed on second floor deck, constructing a second floor deck,

constructing interior wall systems, electrical and low voltage service, generators, rough-in

life safety and data communication systems (major feeders and supporting panels), HVAC,

plumbing and fire protection rough in and related major mechanical room work and rooftop

chiller, as well as any additional renovation work related to the two Readiness Centers

addressed herein.

It is understood that Project Work does not include, and this Project Labor

Agreement shall not apply to, any other work, including:

1. Contracts let and work performed in connection with projects


7

EXECUTION COPY

carried over, recycled from, or performed under bids or rebids relating to work that were

bid prior to the effective date of this Agreement;

2. Contracts procured on an emergency basis;

3. Ongoing maintenance work normally performed by building

operations;

4. Contracts with electric utilities, gas utilities, telephone companies,

and railroads, except that it is understood and agreed that these entities may only install

their work to a demarcation point, e.g. a telephone closet or utility vault, the location of

which is determined prior to construction and employees of such entities shall not be used

to replace employees performing Project Work pursuant to this agreement;

SECTION 2. TIME LIMITATIONS

This Agreement, together with all of its provisions, shall remain in effect until

completion of the Project Work as defined above in Section 1.

SECTION 3. EXCLUDED EMPLOYEES

The following persons are not subject to the provisions of this Agreement,

even though performing Project Work:

A. Superintendents, supervisors (excluding general and forepersons

specifically covered by a craft’s Schedule “A”), engineers, professional engineers and/or

licensed architects engaged in inspection and testing, quality control/assurance personnel,

timekeepers, mail carriers, clerks, office workers, messengers, guards, technicians, non-

manual employees, and all professional, engineering, administrative and management

persons;


8

EXECUTION COPY

B. Employees of the Owner, New York State Office of General

Services, or any other municipal or State agency, authority or entity, or employees of any

other public employer, even though working on the Project site while covered Project Work

is underway;

C. Employees and entities engaged in off-site manufacture,

modifications, repair, maintenance, assembly, painting, handling or fabrication of project

components, materials, equipment or machinery or involved in deliveries to and from the

Project site, except to the extent they are lawfully included in the bargaining unit of a

Schedule “A” agreement;

D. Employees of the Construction Manager (except that in the event

the Agency engages a Contractor to serve as Construction Manager, then those employees

of the Construction Manager performing manual, on site construction labor will be covered

by this Agreement);

E. Employees engaged in on-site equipment warranty work unless

employees are already working on the site and are certified to perform warranty work;

F. Employees engaged in geophysical testing other than boring for core

samples;

G. Employees engaged in laboratory, specialty testing, or inspections,

pursuant to a professional services agreement between the Owner, or any of the Owners

other professional consultants, and such laboratory, testing, inspection or surveying firm;

and

H. Employees engaged in on-site maintenance of installed equipment

or systems which maintenance is awarded as part of a contract that includes Project Work


9

EXECUTION COPY

but which maintenance occurs after installation of such equipment or system and is not

directly related to construction services.

SECTION 4. NON-APPLICATION TO CERTAIN ENTITIES

This Agreement shall not apply to those parents, affiliates, subsidiaries, or

other joint or sole ventures of any Contractor which do not perform Project Work. It is

agreed that this Agreement does not have the effect of creating any joint employment,

single employer or alter ego status among the Owner (including in its capacity as

Construction Manager) or any Contractor.

ARTICLE 4- UNION RECOGNITION AND EMPLOYMENT

SECTION 1. PRE-HIRE RECOGNITION

The Contractors recognize the signatory Unions as the sole and exclusive

bargaining representatives of all employees who are performing on-site Project Work, with

respect to that work.

SECTION 2. UNION REFERRAL

A. The Contractors agree to employ and hire craft employees for

Project Work covered by this Agreement through the job referral systems and hiring halls

established in the Local Unions’ area collective bargaining agreements. Notwithstanding

this, Contractors shall have sole right to determine the competency of all referrals; to

determine the number of employees required; to select employees for layoff (subject to

Article 5, Section 3); and the sole right to reject any applicant referred by a Local Union

for just cause, subject to the show-up payments. In the event that a Local Union is unable

to fill any request for qualified employees within a 48 hour period after such requisition is

made by a Contractor (Saturdays, Sundays and holidays excepted), a Contractor may

employ qualified applicants from any other available source. In the event that the Local


10

EXECUTION COPY

Union does not have a job referral system, the Contractor shall give the Local Union first

preference to refer applicants, subject to the other provisions of this Article. The

Contractor shall notify the Local Union of craft employees hired for Project Work within

its jurisdiction from any source other than referral by the Union.

B. A Contractor, not signatory to any Schedule “A” CBAs, may request

by name, and the Local will honor, referral of persons who have applied to the Local for

Project Work and who meet the following qualifications:

(1) possess any license required by New York State law for the Project

Work to be performed;

(2) have worked a total of at least 1000 hours in the Construction field

during the prior 3 years; and

(3) were on the Contractor’s active payroll for at least 60 out of the 180

calendar days prior to the contract award.

No more than twelve per centum (12%) of the employees covered by this

Agreement, per Contractor by craft, shall be hired through the special provisions above.

Under this provision, name referrals begin with the eighth employee needed and continue

on that same basis.

C. Notwithstanding Section 2(B), above, certified Minority- and

Woman-owned Business Enterprise (MWBE) / Service-Disabled Veteran-owned Business

(SDVOB) contractors for which participation goals are set pursuant to New York State

Executive Law Article 15A and Article 17-B, that are not signatory to any Schedule “A”

CBAs, with contracts valued at or under three hundred thousand ($300,000), may request

by name, and the Local will honor, referral of the second (2nd), fourth (4th), sixth (6th), and

eighth (8th) employee, who have applied to the Local for Project Work and who meet the

following qualifications:


11

EXECUTION COPY

(1) possess any license required by New York State law for the Project

Work to be performed;

(2) have worked a total of at least 1000 hours in the Construction field

during the prior 3 years; and

(3) were on the Contractor’s active payroll for at least 60 out of the 180

work days prior to the contract award.

For such contracts valued at above $300,000 but less than $1 million, the Local will honor

referrals by name of the second (2nd), fifth (5th), and eighth (8th) employee subject to the

foregoing requirements. In both cases, name referrals will thereafter be in accordance with

Section 2(B), above.

D. Where a certified MWBE/SDVOB Contractor voluntarily enters

into a Collective Bargaining Agreement (“CBA”) with a BCTC Union, the employees of

such Contractor at the time the CBA is executed shall be allowed to join the Union for the

applicable trade subject to satisfying the Union’s basic standards of proficiency for

admission.

E. The Owner and/or the Construction Manager or General Contractor

shall provide the BCTC and the Local Unions with a list of certified MWSDVOB

contractors.

SECTION 3. NON-DISCRIMINATION IN REFERRALS

The Council represents that each Local Union hiring hall and referral system

will be operated in a non-discriminatory manner and in full compliance with all applicable

federal, state and local laws and regulations which require equal employment opportunities.

Referrals shall not be affected in any way by the rules, regulations, bylaws, constitutional

provisions or any other aspects or obligations of union membership, policies or

requirements and shall be subject to such other conditions as are established in this Article.


12

EXECUTION COPY

No employment applicant shall be discriminated against by any referral system or hiring

hall because of the applicant’s union membership, or lack thereof.

SECTION 4: MINORITY, FEMALE REFERRALS

In the event a Local Union either fails, or is unable to refer qualified

minority or female applicants in percentages equaling the workforce participation goals

adopted by the and set forth in the Owner’s (or, if applicable, Construction Manager’s) bid

specifications, within 48 hours of the request for same, the Contractor may employ

qualified minority or female applicants from any other available source. The parties will

cooperate and the Local Unions will use their best efforts to assist contractors to meet the

Owner’s workforce participation goals for minority and female workers for all crafts as set

forth in the contract documents between the Owner and the Construction Manager or

General Contractor.

SECTION 5. CROSS AND QUALIFIED REFERRALS

The Local Unions shall not knowingly refer to a Contractor an employee

then employed by another Contractor working under this Agreement. The Local Unions

will exert their utmost efforts to recruit sufficient numbers of skilled and qualified crafts

employees to fulfill the requirements of the Contractor.

SECTION 6. CRAFT FOREPERSONS AND GENERAL FOREPERSONS

The selection of craft forepersons and/or general forepersons and the

number of forepersons required shall be solely the responsibility of the Contractor except

where otherwise provided by specific provisions of an applicable Schedule “A”, and

provided that all craft forepersons shall be experienced and qualified journeypersons in

their trade as determined by the appropriate Local Union. All forepersons shall take orders


13

EXECUTION COPY

exclusively from the designated Contractor representatives. Craft forepersons shall be

designated as working forepersons at the request of the Contractor, except when an existing

local Collective Bargaining Agreement prohibits a foreperson from working when the craft

persons he is leading exceed a specified number.

ARTICLE 5- UNION REPRESENTATION

SECTION 1. LOCAL UNION REPRESENTATIVE

Each Local Union representing on-site employees shall be entitled to

designate in writing (copy to Contractor involved and Construction Manager) one

representative, and/or the Business Manager, who shall be afforded access to the Project

Work site during such time as bargaining unit work is occurring and subject to otherwise

applicable policies pertaining to visitors to the site.

SECTION 2. STEWARDS

A. Each Affiliated Union shall have the sole discretion to designate any

journey person as a Steward and an alternate Steward. The Union shall notify the Owner

and/or Construction Manager as well as the Contractor of the identity of the designated

Steward (and alternate) prior to the assumption of such duties. Stewards shall not exercise

supervisory functions and will receive the regular rate of pay for their craft classifications.

All Stewards shall be working Stewards.

B. In addition to their work as an employee, the Steward shall have the

right to receive complaints or grievances and to discuss and assist in their adjustment with

the Contractor’s appropriate supervisor. Each Steward shall be concerned with the

employees of the Steward’s trade and, if applicable, subcontractors of their Contractor, but

not with the employees of any other trade Contractor. No Contractor shall discriminate

against the Steward in the proper performance of Union duties.


14

EXECUTION COPY

C. The Stewards shall not have the right to determine when overtime

shall be worked, or who shall work overtime except pursuant to a Schedule “A” provision

providing procedures for the equitable distribution of overtime.

SECTION 3. LAYOFF OF A STEWARD

Contractors agree to notify the appropriate Union 24 hours prior to the

layoff of a Steward, except in cases of discipline or discharge for just cause. If a Steward

is protected against layoff by a Schedule “A” provision, such provision shall be recognized

to the extent the Steward possesses the necessary qualifications to perform the work

required. In any case in which a Steward is discharged or disciplined for just cause, the

Local Union involved shall be notified immediately by the Contractor.

ARTICLE 6- MANAGEMENT’S RIGHTS

SECTION 1. RESERVATION OF RIGHTS

Except as expressly limited by a specific provision of this Agreement,

Contractors retain full and exclusive authority for the management of their operations

including, but not limited to, the right to: direct the work force, including determination as

to the number of employees to be hired and the qualifications therefore; the promotion,

transfer, layoff of its employees; require compliance with the directives of the Owner

including standard restrictions related to security and access to the site that are equally

applicable to Owner employees, guests, or vendors; or the discipline or discharge for just

cause of its employees; assign and schedule work; promulgate reasonable Project Work

rules that are not inconsistent with this Agreement or rules common in the industry and are

reasonably related to the nature of work; and, the requirement, timing and number of

employees to be utilized for overtime work. No rules, customs, or practices which limit or

restrict productivity or efficiency of the individual, as determined by the Contractor, Owner


15

EXECUTION COPY

and/or Construction Manager and/or joint working efforts with other employees shall be

permitted or observed.

SECTION 2. MATERIALS, METHODS & EQUIPMENT

There shall be no limitation or restriction upon the Contractors’ choice of

materials, techniques, methods, technology or design, or, regardless of source or location,

upon the use and installation of equipment, machinery, package units, pre-cast, pre-

fabricated, pre-finished, or pre-assembled materials or products, tools, or other labor-

saving devices. Contractors may, without restriction, install or use materials, supplies or

equipment regardless of their source; provided, however, that where there is a Schedule

“A” that includes a lawful union standards and practices clauses, then such clause as set

forth in Schedule “A” Agreements will be complied with, unless there is a lawful Owner

specification (or specification issued by a Construction Manager which would be lawful if

issued by the Owner directly) that would specifically limit or restrict the Contractor’s

choice of materials, techniques, methods, technology or design, or, regardless of source or

location, upon the use and installation of equipment, machinery, package units, pre-cast,

pre-fabricated, pre-finished, or pre-assembled materials or products, tools, or other labor-

saving devices, and which would prevent compliance with such Schedule “A” clause. The

on-site installation or application of such items shall be performed by the craft having

jurisdiction over such work; provided, however, it is recognized that other personnel

having special qualifications may participate, in a supervisory capacity, in the installation,

check-off or testing of specialized or unusual equipment or facilities as designated by the

Contractor. There shall be no restrictions as to work which is performed off-site for Project

Work.


16

EXECUTION COPY

ARTICLE 7- WORK STOPPAGES AND LOCKOUTS

SECTION 1. NO STRIKES-NO LOCK OUT

There shall be no strikes, sympathy strikes, picketing, work stoppages,

slowdowns, hand billing, or demonstrations at the Project Work site for any reason by any

Union or employee against any Contractor or employer. There shall be no other Union or

concerted or employee activity which disrupts or interferes with the operation of the Project

Work or the objectives of the Agency at any Project Work site. Should any employees

breach this provision, the Unions will use their best efforts to try to immediately end that

breach and return all employees to work. There shall be no lockout at a Project Work site

by any signatory Contractor, Owner or Construction Manager.

SECTION 2. DISCHARGE FOR VIOLATION

A Contractor may discharge any employee violating Section 1, above, and

any such employee will not be eligible thereafter for referral under this Agreement for a

period of 100 days.

SECTION 3. NOTIFICATION

If a Contractor contends that any Union has violated this Article, it will

notify the Local Union involved advising of such fact, with copies of the notification to the

Council. The Local Union shall instruct and order, the Council shall request, and each shall

otherwise use their best efforts to cause, the employees (and where necessary the Council

shall use its best efforts to cause the Local Union), to immediately cease and desist from

any violation of this Article. If the Council complies with these obligations, it shall not be

liable for the unauthorized acts of a Local Union or its members. Similarly, a Local Union

and its members will not be liable for any unauthorized acts of the Council. Failure of a


17

EXECUTION COPY

Contractor or the Construction Manager to give any notification set forth in this Article

shall not excuse any violation of Section 1 of this Article.

SECTION 4. EXPEDITED ARBITRATION

Any Contractor or Union alleging a violation of Section 1 of this Article

may utilize the expedited procedure set forth below (in lieu of, or in addition to, any actions

at law or equity) that may be brought.

A. A party invoking this procedure shall notify J.J. Pierson or Richard

Adelman, who shall alternate (beginning with Arbitrator J.J. Pierson) as Arbitrator under

this expedited arbitration procedure. If the Arbitrator next on the list is not available to

hear the matter within 24 hours of notice, the next Arbitrator on the list shall be called.

Copies of such notification will be simultaneously sent to the alleged violator and Council.

B. The Arbitrator shall thereupon, after notice as to time and place to

the Contractor, the Local Union involved, the Council and the Construction Manager, hold

a hearing within 48 hours of receipt of the notice invoking the procedure if it is contended

that the violation still exists. The hearing will not, however, be scheduled for less than 24

hours after the notice required by Section 3, above.

C. All notices pursuant to this Article may be provided by telephone,

telegraph, hand delivery, or fax, confirmed by overnight delivery, to the Arbitrator,

Contractor, Construction Manager and Local Union involved. The hearing may be held on

any day including Saturdays or Sundays. The hearing shall be completed in one session,

which shall not exceed 8 hours duration (no more than 4 hours being allowed to either side

to present their case and conduct their cross examination) unless otherwise agreed. A

failure of any Union or Contractor to attend the hearing shall not delay the hearing of

evidence by those present or the issuance of an award by the Arbitrator.


18

EXECUTION COPY

D. The sole issue at the hearing shall be whether a violation of Section

1, above, occurred. If a violation is found to have occurred, the Arbitrator shall issue a

Cease and Desist Award restraining such violation and serve copies on the Contractor and

Union involved. The Arbitrator shall have no authority to consider any matter in

justification, explanation or mitigation of such violation or to award damages (any damages

issue is reserved solely for court proceedings, if any.) The Award shall be issued in writing

within 3 hours after the close of the hearing and may be issued without an Opinion. If any

involved party desires an Opinion, one shall be issued within 15 calendar days, but its

issuance shall not delay compliance with, or enforcement of, the Award.

E. The Owner and Construction Manager (or such other designee of

the Agency) may participate in full in all proceedings under this Article.

F. An Award issued under this procedure may be enforced by any court

of competent jurisdiction upon the filing of this Agreement together with the Award.

Notice of the filing of such enforcement proceedings shall be given to the Union or

Contractor involved, and the Construction Manager.

G. Any rights created by statute or law governing arbitration

proceedings which are inconsistent with the procedure set forth in this Article, or which

interfere with compliance thereto, are hereby waived by the Contractors and Unions to

whom they accrue.

H. The fees and expenses of the Arbitrator shall be equally divided

between the involved Contractor and Union.

SECTION 5. ARBITRATION OF DISCHARGES FOR VIOLATION

Procedures contained in Article 9 shall not be applicable to any alleged

violation of this Article, with the single exception that an employee discharged for violation


19

EXECUTION COPY

of Section 1, above, may have recourse to the procedures of Article 9 to determine only if

the employee did, in fact, violate the provisions of Section 1 of this Article; but not for the

purpose of modifying the discipline imposed where a violation is found to have occurred.

ARTICLE 8 - LABOR MANAGEMENT COMMITTEE

SECTION 1. SUBJECTS

The Project Labor Management Committee will meet on a regular basis to:

1) promote harmonious relations among the Contractors and Unions; 2) enhance safety

awareness, cost effectiveness and productivity of construction operations; 3) protect the

public interests; 4) discuss matters relating to staffing and scheduling with safety and

productivity as considerations; and 5) review efforts to meet applicable participation goals

for MWSDVOB and workforce participation goals for minority and female employees.

SECTION 2. COMPOSITION

The Committee shall be jointly chaired by a designee of the Owner and the

President of the Council. It may include representatives of the Local Unions and

Contractors involved in the issues being discussed. The parties may mutually designate an

MWBE representative to participate in appropriate Committee discussions. The

Committee may conduct business through mutually agreed upon sub-committees.

ARTICLE 9- GRIEVANCE & ARBITRATION PROCEDURE

SECTION 1. PROCEDURE FOR RESOLUTION OF GRIEVANCES

Any question, dispute or claim arising out of, or involving the interpretation

or application of this Agreement (other than jurisdictional disputes or alleged violations of

Article 7, Section 1) shall be considered a grievance and shall be resolved pursuant to the

exclusive procedure of the steps described below, provided, in all cases, that the question,

dispute or claim arose during the term of this Agreement. Any question dispute or claim


20

EXECUTION COPY

arising out of or involving the interpretation or application of the terms of a Schedule “A”

agreement shall be resolved pursuant to the procedures established in the applicable

Schedule “A” agreement.

Step 1:

(a) When any employee covered by this Agreement feels aggrieved by

a claimed violation of this Agreement, the employee shall, through the Local Union

business representative or job steward give notice of the claimed violation to the work site

representative of the involved Contractor and the Construction Manager. To be timely,

such notice of the grievance must be given within 7 calendar days after the act, occurrence

or event giving rise to the grievance, or as soon thereafter as practical. Any employee

grievance involving the interpretation or application of the terms of a Schedule “A”

agreement shall be resolved pursuant to the procedures established in the applicable

Schedule “A” agreement.

The business representative of the Local Union or the job steward and the

work site representative of the involved Contractor shall meet and endeavor to adjust the

matter within 7 calendar days after timely notice has been given. If they fail to resolve the

matter within the prescribed period, the grieving party, may, within 7 calendar days

thereafter, pursue Step 2 of the grievance procedure by serving the involved Contractor

with written copies of the grievance setting forth a description of the claimed violation, the

date on which the grievance occurred, and the provisions of the Agreement alleged to have

been violated. Grievances and disputes settled at Step 1 are non-precedential except as to

the specific Local Union, employee and Contractor directly involved unless the settlement

is accepted in writing by the Construction Manager (or designee) as creating a precedent.


21

EXECUTION COPY

(b) Should any signatory to this Agreement have a dispute (excepting

jurisdictional disputes or alleged violations of Article 7, Section 1) with any other signatory

to this Agreement and, if after conferring, a settlement is not reached within 7 calendar

days, the dispute shall be reduced to writing and proceed to Step 2 in the same manner as

outlined in subparagraph (a) for the adjustment of employee grievances.

Step 2:

A Step 2 grievance shall be filed with the Construction Manager, the BCTC,

the Contractor, and, if the grievance is against a subcontractor, the subcontractor. The

Business Manager or designee of the involved Local Union, together with representatives

of the involved Contractor, Council and the Construction Manager (or designee), shall meet

in Step 2 within 7 calendar days of service of the written grievance to arrive at a satisfactory

settlement. The BCTC shall schedule the Step 2 meeting.

Step 3:

(a) If the grievance shall have been submitted but not resolved in Step 2,

any of the participating Step 2 entities may, within 21 calendar days after the initial Step 2

meeting, submit the grievance in writing (copies to other participants, including the

Construction Manager or designee) to the BCTC. In the event the matter is not resolved at

Step 2, either J.J. Pierson or Richard Adelman, who shall act, alternately (beginning with

Arbitrator J.J. Pierson), as the Arbitrator under this procedure, shall be designated at the

Step 2 hearing and the BCTC will notify the arbitrator of his designation. After such

notification by the BCTC, the local demanding arbitration shall within a reasonable time

request the arbitrator to schedule the matter for an arbitration hearing date. The Labor

Arbitration Rules of the American Arbitration Association shall govern the conduct of the

arbitration hearing, at which all Step 2 participants shall be parties. The decision of the


22

EXECUTION COPY

Arbitrator shall be final and binding on the involved Contractor, Local Union and

employees and the fees and expenses of such arbitrations shall be borne equally by the

involved Contractor and Local Union.

(b) Failure of the grieving party to adhere to the time limits set forth in this

Article shall render the grievance null and void. These time limits may be extended only

by written consent of the Construction Manager (or designee), involved Contractor and

involved Local Union at the particular step where the extension is agreed upon. The

Arbitrator shall have authority to make decisions only on the issues presented to him and

shall not have the authority to change, add to, delete or modify any provision of this

Agreement.

SECTION 2. LIMITATION AS TO RETROACTIVITY

No arbitration decision or award, with the exception of those related to

compliance with requirements to pay prevailing wages and supplements in accordance with

federal or State law, may provide retroactivity of any kind exceeding 60 calendar days prior

to the date of service of the written grievance on the Construction Manager and the

involved Contractor or Local Union.

SECTION 3. PARTICIPATION BY AGENCY AND/OR CONSTRUCTION

MANAGER

The Owner and Construction Manager (or such other designee of the

Agency) shall be notified by the involved Contractor of all actions at Steps 2 and 3 and, at

its election, may participate in full in all proceedings at these Steps, including Step 3

arbitration.


23

EXECUTION COPY

ARTICLE 10 - JURISDICTIONAL DISPUTES

SECTION 1. NO DISRUPTIONS

There will be no strikes, sympathy strikes, work stoppages, slowdowns,

picketing or other disruptive activity of any kind arising out of any jurisdictional dispute.

Pending the resolution of the dispute, the work shall continue uninterrupted and as assigned

by the Contractor. No jurisdictional dispute shall excuse a violation of Article 7.

SECTION 2. ASSIGNMENT

All Project Work assignments shall be made by the Contractor to unions

affiliated with the BCTC consistent with the New York Plan for the Settlement of

Jurisdictional Disputes (“New York Plan”) and its Greenbook decisions, if any. Where

there are no applicable Greenbook decisions, assignments shall be made in accordance with

the provisions of the New York Plan and local industry practice.

SECTION 3. NO INTERFERENCE WITH WORK

There shall be no interference or interruption of any kind with the Project

Work while any jurisdictional dispute is being resolved. The work shall proceed as

assigned by the Contractor until finally resolved under the applicable procedure of this

Article. The award shall be confirmed in writing to the involved parties. There shall be no

strike, work stoppage or interruption in protest of any such award.

ARTICLE 11 - WAGES AND BENEFITS

SECTION 1. CLASSIFICATION AND BASE HOURLY RATE

All employees covered by this Agreement shall be classified in accordance

with the work performed and paid the hourly wage rates applicable for those classifications

as specified in the attached Schedule “A”, as amended during the term of this Agreement.


24

EXECUTION COPY

SECTION 2. EMPLOYEE BENEFITS

A. The Contractors agree to pay on a timely basis contributions on

behalf of all employees covered by this Agreement to those established jointly trusteed

employee benefit funds designated in the applicable Collective Bargaining Agreements in

Schedule “A” (in the appropriate Schedule “A” amounts), provided that such benefits are

required to be paid on public works under any applicable prevailing wage law. Bona fide

jointly trusteed fringe benefit plans established or negotiated through collective bargaining

during the life of this Agreement may be added if similarly required under applicable

prevailing wage law. Contractors, not otherwise contractually bound to do so, shall not be

required to contribute to benefits, trusts or plans of any kind which are not required by the

prevailing wage law provided, however, that this provision does not relieve Contractors

signatory to local collective bargaining agreement with any affiliated union from

complying with the fringe benefit requirements for all funds contained in the CBA.

B. The Contractors agree to be bound by the written terms of the legally

established jointly trusteed Trust Agreements specifying the detailed basis on which

payments are to be paid into, and benefits paid out of, such Trust Funds but only with

regard to Project Work done under this Agreement and only for those employees to whom

this Agreement requires such benefit payments. Core employees that may remain

unaffiliated with any local union at the completion of their employment under the terms of

this PLA may apply for any distributions to which they may be entitled from the Funds that

they have participated under the terms of this agreement. Any such distributions will be

fully compliant with ERISA and the rules of the relevant Trust Fund.

C. In consideration of the unions' waiver of their rights to withhold labor from

a contractor or subcontractor delinquent in the payment of fringe benefits contributions


25

EXECUTION COPY

("Delinquent Contractor"); to the extent permitted by law the Prime Contractor agrees that

where any such union and/or fringe benefit fund shall notify the Prime Contractor and the

Delinquent Contractor in writing with back-up documentation that the Delinquent

Contractor has failed to make fringe benefit contributions to it as provided herein and the

Delinquent Contractor shall fail, within ten (10) calendar days after receipt of such notice,

to furnish either proof of such payment or notice that the amount claimed by the union

and/or fringe benefit fund is in dispute, the Prime Contractor shall withhold from amounts

then or thereafter becoming due and payable to the Delinquent Contractor an amount equal

to that portion of such payment due to the Delinquent Contractor that relates solely to the

work performed by the Delinquent Contractor which the union or fringe benefit fund claims

to be due it, and shall remit the amount when and so withheld to the fringe benefit fund and

deduct such payment from the amounts then otherwise due and payable to the Delinquent

Contractor, which payment shall, as between the Prime Contractor and the Delinquent

Contractor, be deemed a payment by the Prime Contractor to the Delinquent Contractor;

The union or its employee benefit funds shall include in its notification of delinquent

payment of fringe benefits only such amount it asserts the Delinquent Contractor failed to

pay on Project Work and the union or its employee benefit funds may not include in such

notification any amount such Delinquent Contractor may have failed to pay on any other

project. In the event that a union and/or its fund notifies the Prime Contractor that a

contractor is delinquent in fringe benefit contributions pursuant to this section, including

where the Delinquent Contractor disputes that it owes the union or fringe benefit fund the

amount claimed to be owned to the union or fringe benefit fund, then such dispute shall be

considered a claim within the meaning of section 139-f (2) of the State Finance Law.

Pursuant to section 139-f(2), The Prime Contractor is required to withhold from payment


26

EXECUTION COPY

to the Delinquent Contractor the amount of the claim until the claim has been suitably

discharged.

D. Payment to a fringe benefit fund under this provision shall not relieve the

Prime Contractor or Delinquent Contractor from responsibility for the work covered by the

payment. Nothing contained herein shall create any obligation on the part of the

Department to pay any union or fringe benefit fund, nor shall anything provided herein

serve to create any relationship in contract or otherwise, implied or expressed, between the

union/fund and/or fringe benefit and the Department.

ARTICLE 12- HOURS OF WORK, PREMIUM PAYMENTS,

SHIFTS AND HOLIDAYS

SECTION 1. WORK WEEK AND WORK DAY

A. The standard work week shall consist of 40 hours of work at straight

time rates, Monday through Friday, 8 hours per day, plus ½ hour unpaid lunch period.

B. In accordance with Project needs, the Contractor may schedule a

second shift or a third shift. The Second Shift shall commence between the hours of 3:00

p.m. and 6:00 p.m. The Third Shift shall commence between the hours of 11:00 p.m. and

2:00 a.m. Once a second or third shift is scheduled, the contractor may change the start

time of the shift once during the duration of this agreement, with the approval of the

construction manager; provided that at least five (5) day’s notice is provided to the

applicable Local Union pursuant to paragraph D below.

C. Scheduling – Except as provided above, Monday through Friday is

the standard work week; 8 hours of work plus ½ hour unpaid lunch.

D. Notice - Contractors shall provide not less than 5 days prior notice

to the Local Union involved as to the work week and work hour schedules to be worked or

such lesser notice as may be mutually agreed upon.


27

EXECUTION COPY

SECTION 2. OVERTIME

Overtime shall be paid for any work (i) over an employee’s regularly

scheduled work day, i.e., work over eight (8) hours in a day, (ii) over forty (40) hours in a

week. Overtime shall be paid at time and one half (1½) Monday through Saturday. All

overtime work performed on Sunday and Holidays will be paid pursuant to the applicable

Schedule “A”. There shall be no stacking or pyramiding of overtime pay under any

circumstances. There will be no restriction upon the Contractor’s scheduling of overtime

or the nondiscriminatory designation of employees who shall be worked, including the use

of employees, other than those who have worked the regular or scheduled work week, at

straight time rates. The Contractor shall have the right to schedule work so as to minimize

overtime or schedule overtime as to some, but not all, of the crafts and whether or not of a

continuous nature.

SECTION 3. SHIFTS

A. Flexible Schedules - Scheduling of shift work, including Saturday

and Sunday work, shall be within the discretion of the Contractor in order to meet Project

Work schedules and existing Project Work conditions including the minimization of

interference with the mission of the Agency. It is not necessary to work a day shift in order

to schedule a second or third shift, or a second shift in order to schedule a third shift, or to

schedule all of the crafts when only certain crafts or employees are needed. Shifts must

have prior approval of the Agency or Construction Manager, and must be scheduled with

not less than five work day’s notice to the Local Union or such lesser notice as may be

mutually agreed upon.

B. Second and/or Third Shifts/Saturday and/or Sunday Work. The

Second Shift shall start between 3 p.m. and 6 p.m. and the Third Shift shall start between


28

EXECUTION COPY

11 p.m. and 2 a.m., subject to different times necessitated by the Agency phasing plans on

specific projects. There shall be no reduction in shift hour work. With respect to second

shift work, there shall be a ten percent (10%) shift premium. With respect to third shift

work there shall be a fifteen percent (15%) shift premium. No other premium or other

payments for such work shall be required unless such work is in excess of the employee’s

regularly scheduled work week, i.e., 40 hours in the week. Saturday work shall be paid at

time and a half unless the Schedule “A” allows for straight time.

C. Flexible Starting Times - Shift starting times may be adjusted by the

Contractor once during the duration of the agreement to fulfill Project Work requirements

subject to the approval of the construction manager and the notice requirements of

paragraph A.

SECTION 4. HOLIDAYS

A. Schedule - There shall be nine (9) recognized holidays on the Project:

New Year’s Day

Martin Luther King Day President’s Day

Memorial Day Veteran’s Day

Labor Day Thanksgiving Day

Independence Day Christmas Day

All said holidays shall be observed on the calendar date except those

holidays which occur on Saturday shall be observed on the previous Friday and those that

occur on Sunday shall be observed on the following Monday.

B. Work performed on a holiday recognized in Section 4(A) above

shall be paid pursuant to the applicable unions Schedule “A” at the holiday pay rate, even


29

EXECUTION COPY

if the holiday recognized in 4(A) above is not recognized in the applicable union Schedule

“A”.

C. Exclusivity - No holidays other than those listed in Section 4(A)

above shall be recognized or observed.

SECTION 5. REPORTING PAY

A. Employees who report to the work location pursuant to their regular

schedule and who are not provided with work shall be paid two hours reporting pay at

straight time rates. An employee whose work is terminated early by a Contractor due to

severe weather, power failure, fire or natural disaster of for similar circumstances beyond

the Contractor’s control, shall receive pay only for such time as is actually worked. In

other instances, in which an employee’s work is terminated early (unless provided

otherwise elsewhere in this Agreement), the employee shall be paid for his full shift.

Contractors shall not be permitted to call, text or email or voicemail employees in advance

of their regularly scheduled shift starting time to avoid reporting pay. Notwithstanding the

above, in the event that the National Weather Service issues a weather advisory for the area

in which the work location is situated, and the entire project is shut down as a result of the

Weather Advisory, the contractor shall be permitted to speak to employees no less than

four (4) hours in advance of their shift starting time, unless the Local Union consents to a

shorter notice in writing, to advise them not to report to work due to the National Weather

Service advisory, and employees who are so notified shall not receive two (2) hours

reporting pay if they report to the work location. The contractor shall make every effort to

notify each employee directly and confirm that notification has been received. Voice, text,

and email messages left for employees without confirmation of delivery and receipt by

employee do not constitute sufficient notice under this provision.


30

EXECUTION COPY

B. When an employee, who has completed their scheduled shift and

left the Project Work site, is “called out” to perform special work of a casual, incidental or

irregular nature, the employee shall receive overtime pay at the rate of time and one-half

of the employee’s straight time rate for hours actually worked.

C. When an employee leaves the job or work location of their own

volition or is discharged for cause or is not working as a result of the Contractor’s

invocation of Section 7 below, they shall be paid only for the actual time worked.

D. Except as specifically set forth in this Article there shall be no

premiums, bonuses, hazardous duty, high time or other special premium payments or

reduction in shift hours of any kind.

E. There shall be no pay for time not actually worked except as

specifically set forth in this Article and except where an applicable Schedule “A” requires

a full weeks’ pay for forepersons.

SECTION 6. PAYMENT OF WAGES

A. Termination- Employees who are laid off or discharged for cause

shall be paid in full for that which is due them at the time of termination. The Contractor

shall also provide the employee with a written statement setting forth the date of lay off or

discharge.

SECTION 7. EMERGENCY WORK SUSPENSION

A Contractor may, if considered necessary for the protection of life and/or

safety of employees or others, suspend all or a portion of Project Work. In such instances,

employees will be paid for actual time worked, except that when a Contractor requests that

employees remain at the job site available for work, employees will be paid for that time

at their hourly rate of pay.


31

EXECUTION COPY

SECTION 8. INJURY/DISABILITY

An employee who, after commencing work, suffers a work-related injury or

disability while performing work duties, shall receive no less than a full day’s pay in

accordance with the employee’s regularly scheduled work day under Article 12, section

1)A). Further, the employee shall be rehired at such time as able to return to duties

provided there is still Project Work available for which the employee is qualified and able

to perform.

SECTION 9. TIME KEEPING

A Contractor may utilize brassing or other systems to check employees in

and out. Each employee must check in and out. The Contractor will provide adequate

facilities for checking in and out in an expeditious manner.

SECTION 10. MEAL PERIOD

A Contractor shall schedule an unpaid period of not more than 1/2-hour

duration between the 3rd and 5th hour of the scheduled shift. A Contractor may, for

efficiency of operation, establish a schedule which coordinates the meal periods of two or

more crafts, or which provides for staggered lunch periods within a craft or trade. If an

employee is required to work through the meal period, the employee shall be compensated

in a manner established in the applicable Schedule “A”.

SECTION 11. BREAK PERIODS

There will be no rest periods, organized coffee breaks or other non-working

time established during working hours. Individual coffee containers will be permitted at

the employee’s work location.


32

EXECUTION COPY

ARTICLE 13 - APPRENTICES

SECTION 1. RATIOS

Recognizing the need to maintain continuing supportive Projects designed

to develop adequate numbers of competent workers in the construction industry and to

provide craft entry opportunities for minorities, women and economically disadvantaged

non-minority males, Contractors will employ apprentices in their respective crafts to

perform such work as is within their capabilities and which is customarily performed by

the craft in which they are indentured. Contractors may utilize apprentices and such other

appropriate classifications in the maximum ratio permitted by the New York State

Department of Labor, or the maximum allowed per trade. Apprentices and such other

classifications as are appropriate shall be employed in a manner consistent with the

provisions of the appropriate Schedule “A”. The parties encourage, as an appropriate

source of apprentice recruitment consistent with the rules and operations of the affiliated

unions’ apprentice-Projects, the use of the Edward J. Malloy Initiative for Construction

Skills, Non-Traditional Employment for Women and Helmets to Hardhats.

ARTICLE 14-SAFETY PROTECTION OF PERSON AND PROPERTY

SECTION 1. SAFETY REQUIREMENTS

Each Contractor will ensure that applicable OSHA and safety requirements

are at all times maintained on the Project Work site and the employees and Unions agree

to cooperate fully with these efforts to the extent consistent with their rights and obligations

under the law. Employees will cooperate with employer safety policies and will perform

their work at all times in a safe manner and protect themselves and the property of the

Contractor and Agency from injury or harm, to the extent consistent with their rights and


33

EXECUTION COPY

obligations under the law. Failure to do so will be grounds for discipline, including

discharge.

SECTION 2. CONTRACTOR RULES

Employees covered by this Agreement shall at all times be bound by the

reasonable safety, security, and visitor rules as established by the Contractors and the

Construction Manager for this Project Work. Such rules will be published and posted in

conspicuous places throughout the Project Work sites. Any site security and access

policies established by the Construction Manager or General Contractor intended for

specific application to the construction workforce for Project Work and that are not

established pursuant to an Agency directive shall be implemented only after notice to the

BCTC and its affiliates and an opportunity for negotiation and resolution by the Labor

Management Committee.

SECTION 3. INSPECTIONS

The Contractors and Construction Manager retain the right to inspect

incoming shipments of equipment, apparatus, machinery and construction materials of

every kind.

ARTICLE 15 - TEMPORARY SERVICES

Temporary services, i.e. all temporary heat, climate control, water, power

and light, shall only be required upon the determination of the Agency or Construction

Manager, and when used shall be staffed and assigned to the appropriate trade(s) with

jurisdiction. Temporary services shall be provided by the appropriate Contractors’ existing

employees during working hours in which a shift is scheduled for employees of this

Contractor. The Agency or Construction Manager may determine the need for temporary

services requirements during non-working hours, and when used shall be staffed and


34

EXECUTION COPY

assigned to the appropriate trades(s). There shall be no stacking of trades on temporary

services, provided this does not constitute a waiver of primary trade jurisdiction. In the

event a temporary system component is claimed by multiple trades, the matter shall be

resolved through the New York Plan for Jurisdictional Disputes.

ARTICLE 16 - NO DISCRIMINATION

SECTION 1. COOPERATIVE EFFORTS

The Contractors and Unions agree that they will not discriminate against

any employee or applicant for employment because of creed, race, color, religion, sex,

sexual orientation, national origin, marital status, citizenship status, disability, age or any

other status provided by law, in any manner prohibited by law or regulation.

SECTION 2. LANGUAGE OF AGREEMENT

The use of the masculine or feminine gender in this Agreement shall be

construed as including both genders.

ARTICLE 17- GENERAL TERMS

SECTION 1. PROJECT RULES

A. The Construction Manager and the Contractors shall establish such

reasonable Project Work rules that are not inconsistent with this Agreement or rules

common in the industry and are reasonably related to the nature of work. These rules will

be explained at the pre-job conference and posted at the Project Work sites and may be

amended thereafter as necessary. Notice of amendments will be provided to the

appropriate Local Union. Failure of an employee to observe these rules and regulations

shall be grounds for discipline, including discharge. The fact that no order was posted

prohibiting a certain type of misconduct shall not be a defense to an employee disciplined

or discharged for such misconduct when the action taken is for cause.


35

EXECUTION COPY

B. The parties adopt and incorporate the BCTC’s Standards of

Excellence as annexed hereto as Exhibit “B”.

SECTION 2. TOOLS OF THE TRADE

The welding/cutting torch and chain fall are tools of the trade having

jurisdiction over the work performed. Employees using these tools shall perform any of

the work of the trade. There shall be no restrictions on the emergency use of any tools or

equipment by any qualified employee or on the use of any tools or equipment for the

performance of work within the employee’s jurisdiction.

SECTION 3. SUPERVISION

Employees shall work under the supervision of the craft foreperson or

general foreperson.

SECTION 4. TRAVEL ALLOWANCES

There shall be no payments for travel expenses, travel time, subsistence

allowance or other such reimbursements or special pay except as expressly set forth in this

Agreement.

SECTION 5. FULL WORK DAY

Employees shall be at their work area at the starting time established by the

Contractor, provided they are provided access to the work area. The signatories reaffirm

their policy of a fair day’s work for a fair day’s wage.

SECTION 6. COOPERATION AND WAIVER

The Construction Manager, Contractors and the Unions will cooperate in

seeking any NYS Department of Labor, or any other government, approvals that may be

needed for implementation of any terms of this Agreement. In addition, the Council, on

their own behalf and on behalf of its participating affiliated Local Unions and their


36

EXECUTION COPY

individual members, intend the provisions of this Agreement to control to the greatest

extent permitted by law, notwithstanding contrary provisions of any applicable prevailing

wage, or other, law and intend this Agreement to constitute a waiver of any such prevailing

wage, or other, law to the greatest extent permissible only for work within the scope of this

Agreement, including specifically, but not limited to those provisions relating to shift,

night, and similar differentials and premiums. This Agreement does not, however,

constitute a waiver or modification of the prevailing wage schedules applicable to work

not covered by this Agreement.

ARTICLE 18. SAVINGS AND SEPARABILITY

SECTION 1. THIS AGREEMENT

In the event that the application of any provision of this Agreement is

enjoined, on either an interlocutory or permanent basis, or is otherwise determined to be in

violation of law, or if such application may cause the loss of Project funding or any New

York State Labor Law exemption for all or any part of the Project Work, the provision or

provisions involved (and/or its application to particular Project Work, as necessary) shall

be rendered, temporarily or permanently, null and void, but where practicable the

remainder of the Agreement shall remain in full force and effect to the extent allowed by

law (and to the extent no funding or exemption is lost), unless the part or parts so found to

be in violation of law or to cause such loss are wholly inseparable from the remaining

portions of the Agreement and/or are material to the purposes of the Agreement. In the

event a court of competent jurisdiction finds any portion of the Agreement to trigger the

foregoing, the parties will immediately enter into negotiations concerning the substance

affected by such decision for the purpose of achieving conformity with the court

determination and the intent of the parties hereto for contracts to be let in the future.


37

EXECUTION COPY

SECTION 2. THE BID SPECIFICATIONS

In the event that the Owner’s (or Construction Manager’s) bid

specifications, or other action, requiring that a successful bidder (and subcontractor)

become signatory to this Agreement is enjoined, on either an interlocutory or permanent

basis, or is otherwise determined to be in violation of law, or may cause the loss of Project

funding or any New York State Labor Law exemption for all or any part of the Project

Work, such requirement (and/or its application to particular Project Work, as necessary)

shall be rendered, temporarily or permanently, null and void, but where practicable the

Agreement shall remain in full force and effect to the extent allowed by law and to the

extent no funding or exemption is lost). In such event, the Agreement shall remain in effect

for contracts already bid and awarded or in construction only where the Agency and

Contractor voluntarily accepts the Agreement. The parties will enter into negotiations as

to modifications to the Agreement to reflect the court or other action taken and the intent

of the parties for contracts to be let in the future.

SECTION 3. NON-LIABILITY

In the event of an occurrence referenced in Section 1 or Section 2 of this

Article, neither the Agency, the Construction Manager, any Contractor, nor any Union shall

be liable, directly or indirectly, for any action taken, or not taken, to comply with any court

order or injunction, other determination, or in order to maintain funding or a New York

State Labor Law exemption for Project Work. Bid specifications will be issued in

conformance with court orders then in effect and no retroactive payments or other action

will be required if the original court determination is ultimately reversed.


38

EXECUTION COPY

SECTION 4. NON-WAIVER

Nothing in this Article shall be construed as waiving the prohibitions of

Article 7 as to signatory Contractors and signatory Unions.

ARTICLE 19 - FUTURE CHANGES IN SCHEDULE “A” AREA CONTRACTS

SECTION 1. CHANGES TO AREA CONTRACTS

A. Schedule “A” to this Agreement shall continue in full force and

effect until the Contractor and/or Union parties to the Area Collective Bargaining

Agreements that are the basis for the Schedule “A” notify the Agency and Construction

Manager in writing of the changes agreed to in that Area Collective Bargaining which are

applicable to work covered by this Agreement and their effective dates.

B. It is agreed that any provisions negotiated into Schedule “A”

collective bargaining agreements will not apply to work under this Agreement if such

provisions are less favorable to those uniformly required of contractors for construction

work normally covered by those agreements; nor shall any provision be recognized or

applied on Project Work if it may be construed to apply exclusively, or predominantly, to

work covered by this Agreement.

C. Any disagreement between signatories to this Agreement over the

incorporation into Schedule “A” of provisions agreed upon in the renegotiation of Area

Collective Bargaining Agreements shall be resolved in accordance with the procedure set

forth in Article 9 of this Agreement.

SECTION 2. LABOR DISPUTES DURING AREA CONTRACT NEGOTIATIONS

The Unions agree that there will be no strikes, work stoppages, sympathy

actions, picketing, slowdowns or other disruptive activity or other violations of Article 7

affecting the Project Work by any Local Union involved in the renegotiation of Area Local


39

EXECUTION COPY

Collective Bargaining Agreements nor shall there be any lock-out on such Project Work

affecting a Local Union during the course of such renegotiations.

ARTICLE 20 - HELMETS TO HARDHATS

SECTION 1.

The Contractors and the Unions recognize a desire to facilitate the entry into

the building and construction trades of veterans who are interested in careers in the building

and construction industry. The Contractors and Unions agree to utilize the services of the

New York Helmets to Hardhats Project to serve as a resource for preliminary orientation,

assessment of construction aptitude, referral to apprenticeship Projects or hiring halls,

counseling and mentoring, support network, employment opportunities and other needs as

identified by the parties.

SECTION 2.

The Unions and Contractors agree to coordinate with the Project to create

and maintain an integrated database of veterans interested in working on this Project and

of apprenticeship and employment opportunities for this Project. To the extent permitted

by law, the Unions will give credit to such veterans for bona fide, provable past experience.


IN WITNESS WHEREOF the patties have caused this Agreement to be executed and

effective as of the_ day of ____ , __

FOR BUILDING AND CONSTRUCTION TRADES COUNCIL

OF GREATER NEW YORK AND VICINITY

BY �¾11� (1��

President

FOR ARMY NATIONAL GUARD'S DIVISION OF MILITARY AND

NAVAL AFFAIRS

BY: ----------------

FOR CONSTRUCTION MANAGER

Lawrence Fitzpatrick, Senior Associate

APPROVED AS TO FORM:

40

N/A

17th July 2020

UP

16I45 16I45 16I50 16I45 16I45

8I17.5

14I3

0

12I2

5

12I2

5

10I2

1

12I2

5

10I2

1

10I2

1

12I2

5

12I2

5

12I2

5 8I17.5

14I3

3

16I35 16I35 12I25 16I35 16I35

10I2

1

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

12I2

5

30I110

30I110

24I79.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

12I2

5

10I2

1

30I110

30I110

30I110

30I110

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

10I2

114I3

3

12I2

812I2

5

24I79.5

26I81

10I2

1 8I17.5

12I25

8I17.5

10I2

1

10I2

3.5 1

0I2

3.5

28I91

8I17.5

12I2

5

12I2

5

10I2

1

10I2

1

12I25

16I4

0

14I3

0

28I104

14I30 18I47

26I98

26I98

10I2

1

10I2

1

14I3

0

14I3

0

14I3

0

14I3

0

14I3

0

14I3

0

16I3

5

8I17.5

8I17.5

12I25 14I30 18I47

12I2

5

10I2

1

10I2

1

10I2

114I3

3

8I17.5

10I2

1

8I17.5

8I17.510I2

3.5

8I1

7.5

14I3

3

10I2

3.5

8I1

7.5

10I2

3.5

10I2

1

10I2

1

16I4

0

14I3

0

10I2

1

10I2

1

8I1

7.5

10I2

1

10I2

3.5

10I2

3.5

8I17.5

12I2

8

8I17.5

12I25 16I40 16I40 16I40 16I40

14I3

0 12I2

5

W16x26

W16x26

28I9

1

10I2

3.5

28I9

1

12I2

5

12I2

5

12I2

5 8I17.5

14I3

3

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

10I2

110I2

1

26I85.5 26I85.512I25

W16x26 22I62.5

12I2

512I2

5

24I7

3.5

24I7

3.5

24I73.524I73.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.58I1

7.5

8I1

7.5

8I1

7.5

12I2

8

10I2

1

28I104

12I25

12I2526I85.5 26I81

3' -

2"

10I2

1

(-5'-7")

(-5'-7")

10I21

10I21

14I3

0

8I1

7.5

FRAMING AROUND OPENINGS, SEE NOTE A FOR REMOVAL SEQUENCE (TYP.)

DO NOT DAMAGE OR REMOVE THE ENCASEMENT OF THIS BEAM

EXISTING STAIRCASE TO BE REMOVED

WITHOUT AFFECTING EXISTING

STRUCTURAL SLAB

B

S-504

V.I.F.

7' - 6"

22I6

2.5

22I6

2.5

22I5

8

22I6

2.5

22I6

2.5

10I2

1

10I21

10I21

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

15I3

8.5

10I21

10I2124I73.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

10I21

10I21

10I21

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

10I21

10I21

10I2

1

10I2

1

10I2

1

14I30

14I30

14I30

10I21

10I21

10I21

10I21

10I21

10I21

W12x22

6.4 7.26.8 7.8 8.8

A.7

B.3

C.3

D.3

E.7

D.7

G.3

G.7

H.7

K.3

N.5

6 7 8 9543210

A

C

D

E

F

G

H

J

K

L

M

N

P

M.7

L.3

B

SEE STRUCTURAL DWGS DM-303 FOR REMOVALS IN

SLAB ABOVE BASEMENT

SEENOTE C

10' - 2 1/2" 9' - 1 1/2" 9' - 4 5/8" 15' - 5 3/4" 5' - 7 5/8" 23' - 4" 2' - 0"

SEE DRAWING DM-112 FOR GENERAL NOTES AND INFORMATION

9' -

6 1

/4"

5' -

9 1

/8"

12

' -

6 3

/8"

11

' -

1"

3' -

4 1

/4"

13

' -

5 3

/4"

19

' - 1

1"

10

' - 1

0 1

/2"

15

' -

4 5

/8"

20

' -

9 5

/8"

24

' -

1 3

/8"

9' - 5 1/4"

45

' -

0 1

/4"

11' - 4"

ADMIN BUILDING

2' - 1 5/8"

TYP, UON

11' - 6"

5' -

9"

5' -

9"

5' - 9" 5' - 9"

TY

P, U

ON

11

' -

6"

8' -

10

3/4

"1

4' -

4 5

/8"

9' -

7 1

/8"

8' -

6"

2' - 10"

12

' -

5"

5' - 3 5/8" 4' - 1 5/8"

5' - 8"

3

3

4

EXIST. STAIR TOWER SUPPORT COLUMNS

5

DRILL HALL

5

NOTES: (FOR ADMIN BUILDING)

1. REFER TO:S00X-SERIES DRAWINGS FOR GENERAL NOTES.S-1XX SERIES FOR FLOOR PLANS.S-2XX SERIES FOR MEMBER SCHEDULE AND ELEVATIONS.S-3XX SERIES FOR SECTIONS AND DETAILS.S-4XX SERIES FOR TYPICAL DETAILS.S-5XX SERIES FOR SECTIONS AND DETAILS.

2. TOP OF EXISTING CONCRETE SLAB IS 5" BELOW REFERENCE ELEVATION 105' - 6" UNLESS OTHERWISE NOTED XXX , WHERE XXX INDICATES TOP OF CONCRETE RESPECT TO REFERENCE ELEVATION.

3. EXISTING CONSTRUCTION INFORMATION IS SHOWN FADED.CONTRACTOR TO CONFIRM EXISTING CONDITIONS IN THE FIELD AND NOTIFY THE DIRECTORS REPRESENTATIVE OF ANY FIELD DISCREPANCY.

4. UNLESS OTHERWISE NOTED, LOCATE ADDED OPENINGS THROUGH EXISTING FLOORS AND WALLS TO CLEAR EXISTING STRUCTURAL FRAMING AND CONCRETE REINFORCING. COORDINATE FINAL OPENINGS WITH ARCHITECT, AND MECHANICAL ENGINEER. SUBMIT ALL OPENINGS NOT SHOWN IN STRUCTURAL DRAWINGS FOR REVIEW AND ACCEPTANCE BY DIRECTORS REPRESENTATIVE.INSTALL LINTEL'S FOR ADDED OPENING'S IN EXIST MASONRY WALLS PER DETAILS SHOWN IN DWG S-419.

REMOVAL LEGEND:

EXTENT OF SLAB REMOVAL FOR OPENINGSEXISTING BEAMS CROSSING INSIDE THE OPENINGZONES SHALL NOT BE DAMAGED OR REMOVED.

EXISTING STAIRCASE FRAMING TO BE REMOVED WITHOUT AFFECTING EXISTING SLAB OR BEAM FRAMINGS

A. AFTER INSTALLATION OF FRAMING STEEL AROUND THE AREAS OF OPENING, LOCATE THE FRAMING STEEL BELOW AND SAWCUT 1/4" DEEP SCORE IN CONCRETE ALONG PERIMETER OF THE SLAB TO BE REMOVED. PRIOR TO REMOVAL OF SLAB. (TYP.)

CHIP AND REMOVE EXISTING SLAB WITHOUT DAMAGING THE INSTALLED STEEL. DO NOT DAMAGE OR CUT THE EXIST SLAB REINFORCEMENT / DRAPED WWF MESH WITHING THE OPENING ZONE.

REFER ADDITIONAL CONSTRUCTION SEQUENCE NOTES PROVIDED IN S-505.

B. REMOVE TOPPING SLAB AND STRUCTURAL SLAB WITHOUTDAMAGING THE EXISTING STRUCTURAL SLAB AROUND THEREMOVAL EXTENT.

C. LOCALLY CHIP AND REMOVE EXIST BEAM SIDE CONCRETE ENCASEMENT TO REVEAL AND EXPOSE BEAM WEB AND FLANGES FOR WELDING ELEVATOR SUPPORT STEEL CONNECTIONS. SEE DWG S-303

REFERENCED NOTES:

5. FOR EXISTING MEP FIXTURES. CONTRACTOR SHALL COORDINATE TEMPORARY SHUTDOWN REMOVAL AND REINSTALLATION OF MECHANICAL, AND ELECTRICAL WORKS. REFER TO MEP DRAWINGS.

6. SHORING PLATFORMS AND/OR CRASH DECKS TO BE PROVIDED BY CONTRACTOR'S ENGINEER AS REQUIRED BY CODE.

7. TOP OF EXISTING STRUCTURAL STEEL IN ADMIN BUILDING IS6" BELOW REFERENCE ELEVATION.

8. SEE ARCHITECTURAL AND MEP DRAWINGS FOR ADDITIONAL REMOVAL INFORMATION.

EXTENT OF REMOVAL OF TOPPING SLAB, 4" STONE CONCRETE FILL AND 4" RCC SLAB. (DRILL HALL)SEE DWG DM-303 AND DM-304 FOR DETAILS.

EXTENT OF REMOVAL OF TOPPING SLAB AND 6" STRUCTURAL SLAB ON GRADE WITHIN THE MARKED AREA. (DRILL HALL)

5

Consulting Structural Engineers, R.L.L.P.40 Wall Street, 23rd FloorNew York, New York 10005www.lera.com

PROJECT NORTH

DESIGN & CONSTRUCTION

DRAWING NUMBER:

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

TITLE:

LOCATION:

CLIENT:

CONTRACT:

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 ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS 'A' MISDEMEANOR.

CONSULTANT:

42x30 P

LO

T S

HE

ET

SHEET: OF

MARK DATE DESCRIPTION

III Winners Circle. PO Box 5269 . Albany, NY 12205-0269

www.chacompanies.com

ENERGY CODE WRITTEN STATEMENT:TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THE DRAWINGS BEARING MY PROFESSIONAL SEAL AND SIGNATURE MEET OR EXCEED THE 2016 NEW YORK STATE ENERGY CODE CONSISTING OF THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE, 2013 ASHRAE 90.1, AND THE 2016 NYS ENERGY CODE SUPPLEMENT.

KEY PLAN

21

SECTORS

1 6 9 18 20 22

A

P

31

7/2

8/2

020

7:3

8:5

3 A

M

BIM

360://4

6086

DM

NA

Jam

aic

a A

rmory

/SC

84

3-J

AM

_S

TR

UC

_LE

RA

-R19.r

vt

STRUCTURAL REMOVALFIRST FLOOR PLAN -

SECTOR 1

RPJ

DM-111


LERA

46086

ESM

JAMAICA, NY 11433-1234

DIVISION OF MILITARY & NAVALAFFAIRS

STATE ARMORY 9305 168TH STREET

ESM

1/8" = 1'-0"1

REMOVALS FIRST FLOOR PLAN - SECTOR 1

0 06/02/2020 FINAL BID DOCUMENTS

1 07/01/2020 ADDENDUM 1

2 07/07/2020 ADDENDUM 2

3 07/08/2020 ADDENDUM 3

4 07/15/2020 ADDENDUM 4

5 07/28/2020 ADDENDUM 5

S-200

A

12I2

8

12I2

8

10I2

1

10I2

1

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

12I2

8

12I2

8

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

110I2

1

22I6

2.5

22I6

2.5

22I5

8

22I6

2.5

22I6

2.5

22I5

815I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

SEE STRUCTURAL DWGS DM-304FOR REMOVALS IN SLABABOVE BASEMENT

SEE STRUCTURAL DWGS DM-303FOR REMOVALS IN SLABABOVE BASEMENT

EXIST BRICK MASONRY WALL TO BE REMOVED -SEE DWG S-200

MA

TC

H L

INE

SE

E 1

/DM

-111

MA

TC

H L

INE

SE

E 1

/DM

-113

8.8 9.8 11.2 12.2 12.8 14.414.2 14.8 15.2 17.6

A.7

B.3

C.3

D.3

E.7

D.7

G.3

G.7

H.7

K.3

N.5

8 9 10 11 12 13 14 15 16 17 18

A

F

H

L

M

P

J.3

M.7

L.3

J.5

H.1

F.9

E.5

C.7

A.9

A.2

23' - 4" 2' - 0" 22' - 2" 3' - 2" 25' - 4" 8' - 6" 16' - 10"3' - 5 3/8"

18' - 10 5/8" 3' - 0" 25' - 4"2' - 4 1/4"

7' - 3" 12' - 9 1/4"

2' - 11 1/2"2' - 0"

23' - 4" 25' - 4" 13' - 1 3/4" 11' - 2 1/4"

9' -

6 1

/4"

5' -

9 1

/8"

12

' -

6 3

/8"

11

' -

1"

3' -

4 1

/4"

13

' -

5 3

/4"

19

' - 1

1"

10

' - 1

0 1

/2"

15

' -

4 5

/8"

20

' -

9 5

/8"

32

' - 1

0 1

/2"

8' -

6"

TY

P

11

' -

6"

TYP

15' - 6"

EXISTING SLAB ON GRADE (SOG)

SEE NOTE A (TYP) FOR EXIST SOG

EXISTING SLAB ON GRADE(SOG)

FRAMED SLAB

TYP, U.O.N.

11' - 6"

5' - 9" 5' - 9"

5' -

9"

5' -

9"

TY

P,

U.O

.N.

11

' -

6"

8 1/2"

1' - 5 3/8"

CL CL

1' - 8"

4' - 9 1/2"

15' - 6"

5' -

9"

9' - 9"

2' - 8"

9' - 0"

5' - 9"

3

3

3

3

3 3

3

NOTES:

1. REFER TO:S00X-SERIES DRAWINGS FOR GENERAL NOTES.S-1XX SERIES FOR FLOOR PLANS.S-20X SERIES FOR MEMBER SCHEDULE AND ELEVATIONS.S-30X SERIES FOR SECTIONS AND DETAILS.S-40X SERIES FOR TYPICAL DETAILS.

2. TOP OF FLOOR FINISH IS AT REFERENCE ELEVATION 100'-0".TOP OF EXISTING CONCRETE SLAB IS 6" BELOW REFERENCE ELEVATION 100' - 0" UNLESS OTHERWISE NOTED XXX, WHERE XXX INDICATES TOP OF CONCRETE WITH RESPECT TO REFERENCE ELEVATION. EXISTING FLOOR CONSTRUCTION FOR THE FRAMED SLABS ABOVE THE BASEMENT IS 4" STONE CONCRETE FILL OVER 4" REINFORCED STONE CONCRETE SLAB. EXISTING SLAB ON GRADE WHERE INDICATED IN PLAN IS 6" THK REINFORCED CONCRETE SLAB.

3. EXISTING CONSTRUCTION INFORMATION IS SHOWN FADED.CONTRACTOR TO CONFIRM EXISTING CONDITIONS IN THE FIELD AND NOTIFY THE DIRECTORS REPRESENTATIVE OF ANY FIELD DISCREPANCY.

REMOVAL LEGEND:

EXTENT OF REMOVAL OF TOPPING SLAB AND 6" STRUCTURAL SLAB ON GRADE WITHIN THE MARKED AREA.

REFERENCED NOTES:

A. REMOVE TOPPING AND 6" SLAB ON GRADE, FOR ADDITION OF PILE CAPS. SEE TYPICAL PILE CAP SECTION DETAIL AT COLUMN, SHOWN IN DWG FO-400 FOR ADDITIONAL INFO.

EXTENT OF REMOVAL OF TOPPING SLAB, 4" STONE CONCRETE FILL AND 4" RCC SLAB.SEE DWG DM-303 AND DM-304 FOR DETAILS.

NORTH WALL MASONRY REMOVAL SEE DWG S-200 AND DETAILS SHOWN IN ARCHITECTURAL DRAWINGS A-50X SERIES.

4. UNLESS OTHERWISE NOTED, LOCATE ADDED OPENINGS THROUGH EXISTING FLOORS AND WALLS TO CLEAR EXISTING STRUCTURAL FRAMING AND CONCRETE REINFORCING. COORDINATE FINAL OPENINGS WITH ARCHITECT, AND MECHANICAL ENGINEER. SUBMIT ALL OPENINGS NOT SHOWN IN STRUCTURAL DRAWINGS FOR REVIEW AND ACCEPTANCE BY DIRECTORS REPRESENTATIVE. INSTALL LINTEL'S FOR ADDED OPENING'S IN EXIST MASONRY WALLS PER DETAILS SHOWN IN DWG S-419.

5. FOR EXISTING MEP/ELECTRICAL FIXTURES. CONTRACTOR SHALL COORDINATE TEMPORARY SHUTDOWN REMOVAL AND REINSTALLATION OF MECHANICAL, AND ELECTRICAL WORKS. REFER TO MEP DRAWINGS.

6. SHORING PLATFORMS AND/OR CRASH DECKS TO BE PROVIDED BY CONTRACTOR'S ENGINEER AS REQUIRED BY NYS CODE.

7. PROVIDE TEMPORARY SUPPORT OF EXCAVATION (SOE) FOR ALLPILE CAPS. THE SOE TO BE DESIGNED BY CONTRACTOR'SPROFESSIONAL ENGINEER.

8. TOP OF EXISTING STRUCTURAL STEEL IN DRILL HALL FRAMED SLAB ABOVE BASEMENT IS 5" BELOW REFERENCE ELEVATION.

9. SEE ARCHITECTURAL AND MEP DRAWINGS FOR ADDITIONAL REMOVAL INFORMATION.

4

4

4

4


PROJECT NORTH


DRAWING NUMBER:

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

TITLE:

LOCATION:

CLIENT:

CONTRACT:

CONSTRUCTION

WARNING:


CONSULTANT:

42x30 P

LO

T S

HE

ET

SHEET: OF





KEY PLAN

21

SECTORS

1 6 9 18 20 22

A

P

32

7/2

8/2

020

7:3

8:5

4 A

M

BIM

360://4

6086

DM

NA

Jam

aic

a A

rmory

/SC

84

3-J

AM

_S

TR

UC

_LE

RA

-R19.r

vt

STRUCTURAL REMOVALFIRST FLOOR PLAN -

SECTOR 2

RPJ

DM-112


LERA

46086

ESM




ESM1/8" = 1'-0"

1REMOVALS FIRST FLOOR PLAN - SECTOR 2


1 07/01/2020 ADDENDUM 1

2 07/07/2020 ADDENDUM 2

3 07/08/2020 ADDENDUM 3

4 07/28/2020 ADDENDUM 5

NOMINALDIAMETER

MIN STEELCASING OUTERDIAMETER (IN.)

STEEL CASINGTHICKNESS (MIN)

(IN.)

PILE CAPACITY

ALLOWABLEAXIAL

COMPRESSION(TONS)

ALLOWABLE AXIALTENSION (TONS)

ALLOWABLELATERAL (TONS)

8" 7.625 0.43 35 15 12

12" 11.875 0.582 100 40 12

MAXIMUMALLOWABLE LATERAL

DEFLECTION (IN)

0.5"

0.5"

A T COLUMN

3 - #11@8 BOT(9 TOTAL)

#7@8 BOT

#11@8 BOT

#11@10 BOT3 - #11@8 BOT(9 TOTAL)

#5@12 BOT

REINFORCING BARFULL LENGTHASTM A615 GR 75

SOIL BOND ZONE

GROUT

REINFORCINGFULL LENGTH

ASTM A615 GR 75

THREADED CASINGASTM A252, Fy = 80KSI

GROUT

CENTRALIZER, SPACE@ 10'-0" O.C. MAX

MECHANICALCOUPLER

PL3/4x8x8 TRANSFERPLATE ASTM A572 GR 50

(TO BE VERIFIED AND DESIGNEDBY PILE CONTRACTORS)

PILE CAP

CASING PLUNGELENGTH

#11@8 BOT

PROVIDE ADDITIONAL COMPACTEDSTRUCTURAL FILL AS REQUIREDFOR FILLING ANY SOIL POCKETSDURING OR AFTER COMPLETION

OF EXCAVATION.

PROVIDE TEMPORARY SUPPORT OFEXCAVATION FOR ALL PILE CAPS.

THE SOE TO BE DESIGNED BY CONTRACTOR'SPROFESSIONAL ENGINEER.

#9@8 TOP BARS

ADDED SLAB ABOVE PILE CAPSEE SOG TYPICAL DETAIL DWG

FOR REINF. INFORMATION

7'-6"

2'-3

"

7'-0

"

1'-9

"

4'-1

"

1'-9" 2'-0"

7'-6"

1'-9

"2'

-0"

7'-6

"

1'-9" 2'-0" 1'-9"2'-0"

1'-9

"2'

-0"

1'-9" 2'-0"

7'-6"

1'-9

"2'

-0"

7'-6

"

1'-9

"2'

-0"

2'-3" 4'-0"

12'-6"

2'-9

"2'

-0"

9'-6

"

2'-9

"2'

-0"

3'-6

"1'

-9"

2'-0"

2'-1

1"

7'-6"

2'-3

"

7'-0

"

1'-9

"

4'-1

"

1'-9" 2'-0" 1'-9"2'-0"

3'-6

"1'

-9"

2'-0"

2'-1

1"

MIN

. CA

SE

D L

EN

GT

H =

15'

-0"

MIN

.S

OIL

BO

ND

ZO

NE

= V

AR

IES

(SE

E T

AB

LE)

CE

NTR

ALI

ZE

RS

SP

AC

ED

AT

10'

-0"

O.C

. MA

X.

SOIL BONDZONE

0'-3

"

8"2'

-0"

MIN

.

3" C

LR

A A

PC3A

PC3

PC4

PC4A

PC6

B.2

B.3

LONG REINFORCEMENT IS TO BE PLACED IN THE LOWEST LAYER.

DEPTH OF PILE CAP, D, IS MEASURED AS SHOWN IN THE TYPICAL DETAILS.

UNLESS OTHERWISE INDICATED IN PLAN, CENTER OF PILE GROUP COINCIDES

THE ACTUAL DIMENSIONS OF CAPS.DISTANCE BETWEEN PILES AND MINIMUM EDGE DISTANCE SHALL GOVERNSHOWN BELOW . DIMENSIONS GIVEN ARE NOMINAL. AS-CONSTRUCTED CLEARSPACING OF PILES, PLAN DIMENSIONS OF PILE CAPS, AND REINFORCEMENT ARE

CAP. EXAMPLE: PC4 INDICATES A PILE CAP WITH 4 PILES.SYMBOLS GIVEN IN PLANS INDICATE NUMBER OF PILES IN A GIVEN PILE

WITH CENTER OF COLUMN OR WALL ABOVE.

1.

2.

3.

4.

APILE AND PILE CAP DETAILS

5.

D = 4' - 0"

6. MAXIMUM ALLOWABLE DEVIATION OF ANY PILE CENTER, AT CUT-OFF ELEVATION,IS LIMITED TO 3" IN ANY DIRECTION.

SHORT REINFORCING

LONG REINFORCING

FOOTING

(SHORT)

(LO

NG

) DC

LR3"

W

L

AT RECTANGULAR BASE PLATES, UON, LAY OUT LONG DIRECTION OFFOOTING ALONG THE LONG AXIS OF THE BASE PLATE.

COLUMN AND FOOTING CENTERLINES SHALL COINCIDE UNLESSOTHERWISE SHOWN.

1.

2.

3.

2.

ACTUAL SOIL BEARING CAPACITY REQUIRES A LOWER ELEVATION.ELEVATIONS. BOTTOMS OF FOOTINGS SHALL BE LOWERED WHEREELEVATIONS SHOWN IN PLANS OR DETAILS ARE TOP OF FOOTING

CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER WHERETHIS NEED ARISES.

NOTES:

PLAN

DFOOTING FOR STEEL COLUMN

SECTION A-A

UNFORMED SURFACESADD 3" MINIMUM AT

BASE PLATE(NOTE 5)

STEEL COLUMN

REFER TO COLUMN FOOTING SCHEDULE FOR W, L, AND D.4.

FOR BASE PLATE INFORMATION SEE COLUMN SCHEDULE, BASE PLATESCHEDULE AND BASE PLATE TYPICAL DETAILS.

5.

STEEL COLUMN

BASE PLATE(NOTE 5)

2.ELEVATIONS. BOTTOMS OF FOOTINGS SHALL BE LOWERED WHEREACTUAL SOIL BEARING CAPACITY REQUIRES A LOWER ELEVATION.

3.OTHERWISE SHOWN.

ELEVATIONS SHOWN IN PLANS OR DETAILS ARE TOP OF FOOTING

COLUMN AND FOOTING CENTERLINES SHALL COINCIDE UNLESS

AT RECTANGULAR COLUMNS, UON, LAY OUT LONG DIRECTION OF

SHORT REINFORCING

LONG REINFORCING

FOOTING

REINFORCEMENT SHALL BELOWEST LAYER OFFOR SQUARE FOOTING THE

PILASTER

FOOTING ALONG THE LONG AXIS OF THE COLUMN.1.

CLR

(SHORT)

(LO

NG

)

D

L

W

CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER WHERETHIS NEED ARISES.

PLAN

CFOOTING FOR CONCRETE PILASTER

SECTION A-A

A A

PLACED PERPENDICULAR TOTHE LONG AXIS OF THECOLUMN, UON.

3"

ADD 3" MINIMUMAT UNFORMED

SURFACES.

NOTES:

REFER TO COLUMN FOOTING SCHEDULE FOR W, L, AND D.4.

CONCRETEPILASTER

DOWELS TO

VERTICALS.MATCH PILASTER

D = 4' - 0"

D = 4' - 6"

CL

CL

CLCL

CLCL

8" DIA. PILES

12" DIA. PILES

D = 4' - 6"

CL

CLCL

D = 4' - 6"

CL

CLCL

CL

CLCL

BMICROPILE DETAILS

MICROPILE NOTES:

1. PILE CAPACITY:

2. MICROPILE CONSTRUCTION INCLUDING INSTALLATION SEQUENCE SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS AND THE REQUIREMENTS OUTLINED HEREIN.

3. MICROPILE CONSTRUCTION AND LOAD TESTING SHALL BE SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH NEW YORK STATE

BUILDING CODE.

4. REINFORCEMENT SHALL BE COMPRISED OF THREAD BAR MEETING ASTM A615, GRADE 75.

5. ALL COUPLERS AND HEX BOLTS SHALL DEVELOP 100 PERCENT OF THE ULTIMATE TENSILE CAPACITY OF THE PARENT THREAD BAR

MEMBER.

6. ALL CASING SHALL CONFORM TO ASTM A-252 GRADE 3, EXCEPT THAT THE YIELD STRENGTH SHALL BE A MINIMUM OF 80 KSI.

7. GROUT SHALL CONSIST OF NEAT PORTLAND CEMENT (TYPE 1, TYPE 2, OR TYPE 3) AND SHALL HAVE A MINIMUM COMPRESSIVE

STRENGTH OF 6,000 PSI AT 28 DAYS.

8. ALL BEARING PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-572, GRADE 50.

9. PERMANENT CASING SHALL EXTEND A MINIMUM OF 15 FT BELOW THE PILE CUT-OFF ELEVATION PER GEOTECH REPORT &

SPECIFICATIONS.

10. BOND ZONE SHOULD BE INSTALLED IN STRATUM 2 & 3 BELOW FILL, VERIFIED BY GEOTECHNICAL ENGINEER.

11. FOLLOWING PRESSURE GROUTING, THE CASING SHALL BE PLUNGED INTO THE GROUTED SOIL A MINIMUM DISTANCE OF 5 FT. (VERIFY

WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION)

12. LOAD TESTING: SHALL BE PERFORMED IN ACCORDANCE WITH NEW YORK STATE CODE AND AS FOLLOWS:

• TWO (2) SUCCESSFUL COMPRESSION LOAD TESTS IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM D1143.

• TWO (2) SUCCESSFUL TENSION LOAD TESTS IN ACCORDANCE WITH ASTM D3689

• TWO (2) SUCCESSFUL LATERAL LOAD TESTS IN ACCORDANCE WITH ASTM D3966.

• ALL LOAD TESTING SHALL BE PERFORMED, AND PILE CAPACITY SHALL BE VERIFIED BY GEOTECHINICAL CONSULTANT

APPOINTED BY THE DIRECTORS REPRESENTATIVE TO BE SUITABLE PRIOR TO CONSTRUCTING PRODUCTION PILES.

• FOR TENSION/COMPRESSION LOAD TESTS, TEST PILES CAN BE INSTALLED IN PRODUCTION PILE LOCATIONS.

SUCCESSFULLY LOAD TESTED MICROPILES MAY BE INCORPORATED INTO PILE CAP. MICROPILES THAT DO NOT MEET THE

LOAD TEST REQUIREMENTS SHALL BE REPLACED AT NO COST TO THE STATE.

13. MICROPILE DESIGN IS BASED ON RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL

ENGINEER. SEE GEOTECHNICAL REPORT AND SPECIFICATIONS BY THE SJH ENGINEERING AND TECHNICAL MEMORANDUM BY CHA

DATED 28 AUGUST 2019, WHICH PROVIDED THE MAXIMUM LATERAL LOADS FOR 0.5 INCHES LATERAL DEFLECTION.

14. GEOTECHNICAL CAPACITY REQUIREMENTS. SEE GEOTECHNICAL REPORT.

B.2CASED SECTION

B.3SOIL BOND ZONE

B.1ELEVATION

PILECAP NOTES:

SCALE : 1"=1'-0"

CL COLUMN

2" C

LR8"

MIN

*

6" MIN*

D

POSITION OF PILE. INCREASE* MEASURED FROM AS-BUILT

CAP SIZE AS NECESSARY.

2" C

LR

BOT BARS AS SHOWN

#5@12 TOP BARS, UON

#5@12" AROUND CAP PERIMETER, TYP

8" (

MIN

)

EPOXY ADHESIVE OR SIMILAR APPROVED,

EXISTING SLAB

BACKFILL WITH COMPACTED

STRUCTURAL FILL

ON GRADE

EFOOTING SCHEDULE

MARKDIMENSIONS BOTTOM STEEL

REMARKSLW D SHORT LONG

16'-0"6'-2" 2'-6" #7 @ 10 #7 @ 9

7'-0"7'-0" #7 @ 12

7-0"6'-0"

18'-9"6'-5"

2'-0"

2'-6"

F1

F2

F3

F4

#7 @ 12

#7 @ 12 #7 @ 9

16'-0"6'-2" 1'-9"F5

12'-0"6'-8" 1'-6"F6

MARKREINFORCEMENT

WIDTH DEPTH BOTTOM TOP

6'-0" 2'-6"

6'-0"

6'-0" 1'-6"

SB1

SB2

SB3

FSTRAP BEAM SCHEDULE

DIMENSIONS

STIRRUPS REMARKS

#7 @ 10 #7 @ 9

#8 @ 10 #7 @ 9

#7 @ 12 #6 @ 10

TOP STEEL

SHORT LONG

#7 @ 10 #7 @ 9

#5 @ 12 #5 @ 12

#7 @ 9

#8 @ 9 #8 @ 9

#6 @ 12 #6 @ 10

#7 @ 10

12 - #7 12 - #7 6L - 4C @ 12

10 - #7

14 - #7

1'-6"

14 - #8

10 - #7 5L - 4C @ 12

6L - 4C @ 12

L - NUMBER OF LEGS OF STIRRUP. C - CLOSED STIRRUP. SEE A/S-405.1.2. ELEVATIONS SHOWN IN PLANS OR DETAILS ARE TOP OF FOOTING

NOTES:

2'-0" #7 @ 12 #7 @ 12

16'-0"3'-6" 3'-11"F7 #8 @ 9 #8 @ 9 #8 @ 9 #8 @ 9

MIN 6" EMBED

SIDES USING #4@ 12 O.C, UON HILTI HY 200

DRILL AND EXPOXY ANCHOR REBAR ON ALL

~

EXISTING TOPPING

SLAB

SEE PLANTOP OF CAP EL

~

~

TOP OF SOG EL

3

4


PROJECT NORTH


DRAWING NUMBER:

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

TITLE:

LOCATION:

CLIENT:

CONTRACT:

CONSTRUCTION

WARNING:


CONSULTANT:

42x30 P

LO

T S

HE

ET

SHEET: OF





KEY PLAN

21

SECTORS

1 6 9 18 20 22

A

P

31 2 3

7/2

8/2

020

7:3

8:5

5 A

M

BIM

360://4

6086

DM

NA

Jam

aic

a A

rmory

/SC

84

3-J

AM

_S

TR

UC

_LE

RA

-R19.r

vt

FOUNDATION TYPICALDETAILS

RPJ

FO-400


LERA

46086

ESM




ESM


1 07/01/2020 ADDENDUM 1

2 07/07/2020 ADDENDUM 2

3 07/08/2020 ADDENDUM 3

4 07/28/2020 ADDENDUM 5

83'-11"

84'-8"

84'-11"

81'-6"

82'-10"

86'-5"

82'-10"

86'-2"

85'-6"

82'-10"

86'-2"

81'-2"

82'-6"

84'-11"

BASEMENT 185'-7"

85'-5"

BASEMENT 185' - 7"

(VIF)

1' - 2"

(VIF

)

1' -

0"

(VIF)

1' - 10"EXISTING WALL

FOOTING

#6 DOWELS @ 10"OC, DRILL AND ANCHOR 8" INTO EXISTING CONCRETE

WALL WITH HILTI HY-200 ADHESIVE (TYP)

W

D

PROVIDE ADDITIONAL 4NOS - #6 HORIZONTAL U-BARS TO INCREASE SHEAR FRICTION CAPACITY AT WEDGE. SEE D/FO-502 FOR ADDITIONAL DETAILS.

1.3

LD

6"

2"

STRAP BEAM

(TYP)

1.3 LD

1' -

3"

1' - 9"1.3 LDCONTINUE STRAP BEAM

STIRRUPS WITHIN FOOTING UNTIL FAR END

OF STRAP BEAM LONGITUDINAL REBARS ADDITIONAL # 5 @ 12 "O.C

AT CORNER AS SHOWN

6"

6"

(TYP)

1.3 LD

6" 6"

PILASTER REFER FOUNDATION PLANS FOR LOCATION AND SIZE.

3"

C.3

UNDISTURBED NATIVE SOIL, TYP

BASEMENT 185' - 7"

(VIF)

1' - 2"#6 DOWELS @ 10"OC,

DRILL AND ANCHOR 8" INTO

EXISTING CONCRETE WALL WITH HILTI

HY-200 ADHESIVE (TYP)

(VIF

)

1' -

0"

(VIF)

1' - 10"

EXISTING WALL FOOTING

W

D

PROVIDE ADDITIONAL 4NOS - #6 HORIZONTAL U-BARS TO INCREASE SHEAR FRICTION CAPACITY AT WEDGE. SEE D/FO-502 FOR ADDITIONAL DETAILS.

1.3

LD

3"

2"

6"

STRAP BEAM SB3

(TYP)

1.3 LD

1.3 LD

CONTINUE STRAP BEAM STIRRUPS WITHIN FOOTING UNTIL FAR END OF STRAP BEAM LONGITUDINAL REBARS

1' - 9"

ADDITIONAL # 5 @ 12 "O.CAT CORNER AS SHOWN

1.3 LD

3"

6"

6"


3"

E.7

3

STRAP BEAM (SEE PLAN)

PROVIDE CONTINUOUS #9@12" THROUGH

REINFORCEMENT3

UNDISTURBED NATIVE SOIL (TYP)

BASEMENT 185' - 7"

1.3

LD

W

D

COMPACTED STRUCTURAL FILL

EXISTING COLUMN FOOTING

(VIF

)

3' -

0"

PILASTER SUPPORTING EXISTING NORTH WALL STEEL COLUMN

CONTINUE #4 @12 CLOSED TIES INTO FOOTING, PROVIDE MIN 2 CLOSED TIES, TYP


6.46

SOE(SEE NOTE 5)

SOE(SEE NOTE 5)

#4 DOWELS @ 12" OC, DRILLAND ANCHOR 6" INTO

EXIST CONCRETE SLABWITH HILTI HY-200 ADHESIVE.

ALL SIDES OF SLAB. (TYP)

6"6"

1/2" DEEP SAWCUT ATPERIMETER OF REMOVAL.

(TYP) SLAB CAST AFTERFOOTING IS CONSTRUCTED.

STYROFOAM UPTO VERTICAL FACE OF BEAM TO SUPPORT SLAB

EXISTING STEEL BEAMAND ENCASEMENT SHALLNOT BE DAMAGED. (TYP)

1 1

/2"

EXISTING REINFORCEMENT TO BE PLACED BACK BEFORE CASTING SLAB

VOID (VIF)


4

?

VOID (VIF)

NOTES:

1. PILASTER CONNECTION DETAILS TO EXISTING WALL NOT SHOWN FOR CLARITY.

2. SEE FOOTING SCHEDULE FOR SIZE AND REINFORCEMENT DETAILS.

3. SEE STRAP BEAM SCHEDULE FOR SIZE AND REINFORCEMENT DETAILS.

4. EXISTING STRUCTURE SHOWN FADED.5. SUPPORT OF EXCAVATION TO BE PROVIDED WHEREVER

REQUIRED. SOE TO BE DESIGNED BY CONTRACTORS PROFESSIONAL ENGINEER.

6. TOPPING SLAB ABOVE ADDED FOOTINGS AND STRAP BEAMS IS NOT SHOWN. SEE ARCHITECT DRAWINGS FOR DETAILS.

4

BASEMENT 185' - 7"

9.8 10

EL 82' - 6"

EL 83' - 6"

6"

D

W

SLAB CAST AFTERFOOTING IS

CONSTRUCTED

STYROFOAM UPTO VERTICAL FACE OF BEAM TO SUPPORT

SLAB

VIF

1' - 10"

VIF

1' -

0"

VIF

1' - 2"

EXISTING REINFORCEMENT TO BE PLACED BACK BEFORE

CASTING SLAB

PILASTER REFER FOUNDATION PLANS FOR LOCATION AND SIZE

6"

1.3 LD (TYP)

1' - 9"

6"


#6 DOWELS @ 10" OC DRILL AND ANCHOR 8" INTO EXISTING CONCRETE WALL WITH HILTI HY-200 ADHESIVE (TYP)

ADDITIONAL #5@12" O.C. AT CORNER AS SHOWN

PROVIDE ADDITIONAL 4NOS - #6 HORIZONTAL U-BARS TO INCREASE SHEAR FRICTION CAPACITY AT

WEDGE. SEE D/FO-502 FOR ADDITIONAL DETAILS

1.3

LD

VOID (VIF)


BASEMENT 185' - 7"

A.7A

(VIF

)

3' -

4"

1 1

/2"

SOE(SEE NOTE 5)

SOE(SEE NOTE 5)

D

W

1.3

LD

CONT #4 @ 12" CLOSED TIESINTO FOOTING, PROVIDE MIN 2CLOSED TIES, TYP.

COMPACTED STRUCTURAL FILL

1 1

/2"

1/2" DEEP SAWCUT ATPERIMETER OF REMOVAL.

(TYP)

#4 DOWELS @ 12" OC, DRILLAND ANCHOR 6" INTO

EXIST CONCRETE SLABWITH HILTI HY-200 ADHESIVE.

ALL SIDES OF SLAB. (TYP)

PILASTER REFER TOFOUNDATION PLANSFOR LOCATION AND SIZE.

STYROFOAM UPTO REMOVAL EXTENT OF SLAB

SLAB CAST AFTERFOOTING IS CONSTRUCTED.

EXISTING REINFORCEMENT

TO BE PLACED BACK BEFORE CASTING SLABV

IF4"

VOID (VIF)


4

?

VOID (VIF)

(VIF)

1' - 2"

(VIF

)

1' -

0"

C.3

1

2.5

PILASTER REFER FOUNDATION PLANS FOR LOCATION AND SIZE

1.3

LD

3"

6"

(TYP)

1.3 LD

W D

2' -

5"

(TYP)

1.3 LD

9"

(VIF)

1' - 10"

6"


#6 DOWELS @ 10" OC, DRILL AND ANCHOR 8"

INTO EXISTING CONCRETE WALL WITH HILTI HY-200 ADHESIVE

(TYP)

ADDITIONAL #5@12 OC AT CORNER AS SHOWN

1' - 9"

CONTINUE STRAP BEAM STIRRUPS WITHIN FOOTING UNTIL FAR END OF STRAP BEAM LONGITUDINAL REBARS

2"

(TYP)

1.3 LD

3"

(VIF)

1' - 2"

6"

(VIF)

1' - 10"

(VIF

)

1' -

0"

6-#7 ADDITIONL REBAR

SOE, SEE NOTE 5

FOR LOCATIONS WHERE DRILL AND GROUT IS REQUIRED ON BOTH FACE OF WALL. PROVIDE CONTINUOUS #9@12" THROUGH REINFORCEMENT IN LIEU OF DRILL AND GROUT BARS AT EACH FACE.SEE PLAN DWG FO-101

STRAP BEAM(SEE PLAN)

3



PROJECT NORTH


DRAWING NUMBER:

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

TITLE:

LOCATION:

CLIENT:

CONTRACT:

CONSTRUCTION

WARNING:


CONSULTANT:

42x30 P

LO

T S

HE

ET

SHEET: OF





KEY PLAN

21

SECTORS

1 6 9 18 20 22

A

P

31 2 3

7/2

8/2

020

7:3

8:5

6 A

M

BIM

360://4

6086

DM

NA

Jam

aic

a A

rmory

/SC

84

3-J

AM

_S

TR

UC

_LE

RA

-R19.r

vt

FOUNDATION SECTIONSAND DETAILS

RPJ

FO-500


LERA

46086

ESM




ESM

1" = 1'-0"A

SECTION DETAIL AT F1 FOOTING

1" = 1'-0"B


1" = 1'-0"F


1" = 1'-0"C


1" = 1'-0"E


1" = 1'-0"D



1 07/01/2020 ADDENDUM 1

2 07/07/2020 ADDENDUM 2

3 07/08/2020 ADDENDUM 3

4 07/28/2020 ADDENDUM 5

UP

16I45 16I45 16I50 16I45 16I45

8I17.5

14I3

0

12I2

5

12I2

5

10I2

1

12I2

5

10I2

1

10I2

1

12I2

5

12I2

5

12I2

5 8I17.5

14I3

3

16I35 16I35 12I25 16I35 16I35

10I2

1

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

12I2

5

30I110

30I110

24I79.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

12I2

5

10I2

1

30I110

30I110

30I110

30I110

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

10I2

114I3

3

12I2

812I2

5

24I79.5

26I81

10I2

1 8I17.5

12I25

8I17.5

10I2

1

10I2

3.5

10I2

3.5

28I91

8I17.5

12I2

5

12I2

5

10I2

1

10I2

1

12I25

16I4

0

14I3

0

28I104

14I30 18I47

26I98

26I98

10I2

1

10I2

1

14I3

0

14I3

0

14I3

0

14I3

0

14I3

0

14I3

0

16I3

5

8I17.5

8I17.5

12I25 14I30 18I47

12I2

5

10I2

1

10I2

1

10I2

1

14I3

3

8I17.5

10I2

1

8I17.5

8I17.510I2

3.5

8I1

7.5

14I3

3

10I2

3.5

8I1

7.5

10I2

3.5

10I2

1

10I2

1

16I4

0

14I3

0

10I2

1

10I2

1

8I1

7.5

10I2

1

10I2

3.5

10I2

3.5

8I17.5

12I2

8

8I17.5

12I25 16I40 16I40 16I40 16I40

14I3

0 12I2

5

W16x26

W16x26

28I9

1

10I2

3.5

28I9

1

12I2

5

12I2

5

12I2

5 8I17.5

14I3

3

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

10I2

110I2

1

26I85.5 26I85.512I25

W16x26 22I62.5

12I2

512I2

5

24I7

3.5

24I7

3.5

24I73.524I73.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

8I1

7.5

12I2

8

10I2

1

28I104 12I25

12I2526I85.5 26I81

W12

W12

W12

W12

10I2

1

0 "

6" MIN

A

S-504

(-5'-7")

(-5'-7")

10I21

10I21

B

S-504

14I3

0

8I1

7.5

0 "

0 "

W12

D3

D3

W10x19

W10x1

9

W10x1

9

C

S-505

A

S-505

TYP

TYP

REFER S-301 FOR PART PLAN OFSTAIR / RAMP

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I21

10I21

10I21

10I2

1

10I2

1

10I2

1

15I3

8.5

15I3

8.5 15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

10I21

10I21

10I21

24I73.510I21

10I21

10I21

14I30

14I30

14I30

10I21

10I21

10I21

10I21

10I21

W12x22

10I21

22I5

8

22I5

8

22I6

2.5

22I6

2.5

22I6

2.5

22I6

2.5

22I6

2.5

22I6

2.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

10I2

1

ISOLATION PADS FOR MEP,SEE NOTE 10DRAWING S-112

* 8' - 6"

* 2

' - 1

0"

* 6' - 9"

* 4

' - 1

"*

4' -

0"

* 13' - 5" * 4

' - 0

"

* 3

' - 5

"

* 3' - 5"

* 7' - 0"

* 1

0' -

0"

REFER DWG S-112 FOR

STRUCTURAL NOTES IN THIS

ZONE

INFILL SLAB, SEE ARCH AND MEP DRAWINGS

FOR DETAILS

INFILL SLAB, (SEE NOTE 9)

3' -

2"

B

S-504

W10x33POST

MA

TC

H L

INE

SE

E 1

/S-1

12

6.4 7.26.8 7.8 8.8

A.7

B.3

C.3

D.3

E.7

D.7

G.3

G.7

H.7

K.3

N.5

6 7 8 9543210

A

C

D

E

F

G

H

J

K

L

M

N

P

M.7

L.3

B

CL2' - 1 5/8"

1' -

0"

P2

P2P2

P2

P1 P1 P1 P1

P1

P1 P1 P1

P1SEE S-303 FOR ELEVATOR SUPPORT STEEL MEMBERS

EQ

EQ

C8x11.5

Y/S-303

* 9

1/8

"

* 9' - 0" * 18' - 6 1/8"

* 3

2' -

0"

6" ISOLATION PAD FOR GENERATOR. SEE NOTE 9

ON S-112 DRAWING.

10' - 2 1/2" 9' - 1 1/2" 9' - 4 5/8" 15' - 5 3/4" 28' - 11 5/8" 2' - 0"

9' -

6 1

/4"

5' -

9 1

/8"

12

' - 6

3/8

"1

1' -

1"

3' -

4 1

/4"

13

' - 5

3/4

"1

9' -

11

"1

0' -

10

1/2

"1

5' -

4 5

/8"

20

' - 9

5/8

"8

' - 1

0 3

/4"

14

' - 4

5/8

"9

' - 7

1/8

"8

' - 6

"

[MIN]

[MIN]

[MIN

] [MIN

][MIN]

W10x33POST

(TOS: - 0'-9.5")

(TOS: - 0'-9.5")

(TOS: - 0'-9.5")

(TO

S: -

0'-9.5

")

13' - 10"

ADMIN BUILDING DRILL HALL

(TO

S -

0'-9.5

")

2' - 10"

3

NOTES: (FOR ADMIN BUILDING)

1. REFER TO:S0XX SERIES DRAWINGS FOR DESIGN CRITERIA, GENERAL NOTES AND ABBREVIATIONSS1XX SERIES DRAWINGS FOR PLANSS2XX SERIES DRAWINGS FOR ELEVATIONSS3XX SERIES DRAWINGS FOR SPECIAL STRUCTURESS4XX SERIES DRAWINGS FOR TYPICAL DETAILS AND SCHEDULES5XX SERIES FOR REFERENCE DETAILS AND SECTIONS

2. EXISTING STRUCTURE INFORMATION IS SHOWN IN FADED.CONTRACTOR SHALL CONFIRM AND VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY PROBING, INSPECTIONS, AND MEASUREMENTS AT THE SITE AS REQUIRED AND PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR TO NOTIFY THE DIRECTORS REPRESENTATIVE OF ANY FIELD DISCREPANCY OR WHERE EXISTING CONDITIONS DIFFER FROM THOSE SHOWN HEREIN.

SEE ARCHITECTURAL DRAWINGS AND SPECS FOR ARCHITECTURAL INFORMATION.

3. TOP OF EXISTING CONCRETE SLAB IS 5" BELOW REFERENCE ELEVATION 105' - 6" UNLESS OTHERWISE NOTED XXX, WHERE XXX INDICATES TOP OF CONCRETE BELOW REFERENCE ELEVATION. EXISTING FLOOR FRAMING IS 4" CINDER CONCRETE FILL WITH 1" FINISH, OVER A 4" CINDER CONCRETE SLAB.

4. TOP OF EXISTING STRUCTURAL STEEL IN ADMIN. BLDG IS (6") BELOW REFERENCE ELEVATION. TOP OF ADDED STRUCTURAL STEEL IN ADMIN. BLDG IS (9") BELOW REFERENCE ELEVATION UNLESS OTHERWISE NOTED (XXX), WHERE (XXX) IS WITH RESPECT TO REFERENCE ELEVATION.

5. SEE ARCHITECTURAL DRAWINGS FOR WALL GEOMETRY, WALL AND SLAB OPENINGS, STEPS AND RECESSES, CURBS AND TOPPING SLABS, DIMENSIONS, AND THE LIKE.

6. STRUCTURAL STEEL SHAPES SHALL BE FY50 UNLESS OTHERWISE NOTED. CONNECTION PLATES SHALL BE FY36 UON. ELEVATOR PIT SLAB AND WALLS SHALL BE F'c = 5000 PSI, NW.

7. INDICATES DIRECTION OF 2 1/2" NORMAL WEIGHT CONCRETE SLAB ON 2" METAL DECK(18 GAGE) WITH W.W.F. 6 x 6 - W1.4 x W1.4.

8. W12 = W12 x 26 [MIN] : SEE DWG S-504 FOR ADDT'L DETAILS

WHERE [X] INDICATES NUMBER OF 3/4" Ø x 5" LONG STUD SHEAR CONNECTORS ON STEEL BEAM. THE SPACING OF SHEAR STUDS SHALL NOT BE GREATE THAN 12" ON CENTER.

9. READ AND CORRELATE WITH ARCH AND MEP DRAWINGS FOR OPENINGS TO BE INFILLED. SEE DWG S-406 FOR INFILL SLAB DETAILS.INSTALL LINTEL'S FOR ADDED OPENING'S IN EXIST MASONRY WALLS PER DETAILS SHOWN IN DWG S-419.

10. EXIST. MEP SLEEVES AND PENETRATIONS THAT ARE TO BE INFILLED WITH CONCRETE ARE NOT SHOWN IN THIS DRAWING. REFER ARCH AND MEP DRAWINGS FOR LOCATIONS OF SUCH PENETRATIONS AND PROVIDE INFILL DETAILS AS PER S-406.

11.ALL ADDED STEEL BEAMS ADJACENT TO ADDED FLOOR OPENINGS ARE 6" FROM THE EDGE OF THE OPENINGS, UON. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF SLAB OPENINGS, CONCRETE PADS, AND CURBS.

12. ADDED COLUMNS WITH FIRE-TROL ENCASEMENT.

13. REFER TO S-112 DRAWING FOR NOTES CORRESPONDING TO DRILL HALL AREA, EXISTING FLOOR CONSTRUCTION DETAILS AND TOP OF EXISTING STEEL BEAMS IN DRILL HALL.

3


PROJECT NORTH


DRAWING NUMBER:

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

TITLE:

LOCATION:

CLIENT:

CONTRACT:

CONSTRUCTION

WARNING:


CONSULTANT:

42x30 P

LO

T S

HE

ET

SHEET: OF





KEY PLAN

21

SECTORS

1 6 9 18 20 22

A

P

31

7/2

8/2

020

7:3

9:0

1 A

M

BIM

360://4

6086

DM

NA

Jam

aic

a A

rmory

/SC

84

3-J

AM

_S

TR

UC

_LE

RA

-R19.r

vt

STRUCTURALFIRST FLOOR FRAMING

PLAN - SECTOR 1

RPJ

S-111


LERA

46086

ESM




ESM

1/8" = 1'-0"1

1ST FLOOR FRAMING PLAN


1 07/07/2020 ADDENDUM 2

2 07/08/2020 ADDENDUM 3

3 07/28/2020 ADDENDUM 5

12I2

8

12I2

8

10I2

1

10I2

1

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

12I2

8

12I2

8

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

110I2

1

22I6

2.5

22I6

2.5

22I5

8

22I6

2.5

22I6

2.5

22I5

815I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5 1

5I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

15I3

8.5

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

10I2

1

LINTELBELOW

LINTELBELOW

SEE FOUNDATION TYPICAL DETAILS FOR SECTION (TYP.)

14" WALLEXISTING

14

" W

AL

L E

XIS

T

14

" W

AL

L

EX

IST

14

" W

AL

L

EX

IST

14" WALL EXIST

8' - 5 3/8"

TYP.

MA

TC

H L

INE

SE

E 1

/S-1

13

MA

TC

H L

INE

SE

E 1

/S-1

11

MA

TC

H L

INE

SE

E 1

/S-1

11

8.8 9.8 11.2 12.2 12.8 14.414.2 14.8 15.2 17.6

A.7

B.3

C.3

D.3

E.7

D.7

G.3

G.7

H.7

K.3

N.5

8 9 10 11 12 13 14 15 16 17 18

A

F

H

L

M

P

J.3

M.7

L.3

J.5

H.1

F.9

C.7

A.9

A.2

8 1/2"

CL CL

1' - 5 3/8" 1' - 8"

1' -

0"

P2 P2 P4

P1 P1 P1 P1 P1 P1 P1

P1

P1P3P1P1P1P1P1

P1

3' -

5 1

/2"

CL CL

23' - 4" 2' - 0" 22' - 2" 37' - 0" 20' - 3 3/8" 18' - 10 5/8" 30' - 8 1/4" 7' - 3" 12' - 9 1/4" 4' - 11 1/2" 61' - 9 3/4" 11' - 2 1/4"

9' -

6 1

/4"

5' -

9 1

/8"

12

' -

6 3

/8"

11

' -

1"

3' -

4 1

/4"

13

' -

5 3

/4"

19

' - 1

1"

10

' - 1

0 1

/2"

15

' -

4 5

/8"

20

' -

9 5

/8"

32

' - 1

0 1

/2"

8' -

6"

SEE DWG S-200 FOR NORTH WALL MODIFICATION

LINTEL BELOW EXISTING SLAB ON

GRADE(SOG)

EXISTING SLAB ON GRADE(SOG)

5' - 9" 5' - 9"

5' - 9"

5' -

9"

5' -

9"

NOTE 11

NOTE 11 (TYP)

NOTE 11

SB

1

SEE S-302- PART PLAN FOR CMU LINTEL AND POST'S(HP* / HP) DETAILS

W8x31B

S-505

SIM

COORDINATE LOCATION OF W8 WITH LINTEL

POST ABOVESEE DWG S-302

HP*

HP* HSS 10 X 8 X 5/8 (TYP)

HP

HP

HP

HP

HP POST FOR LINTELHSS 10 X 8 X 5/8 (TYP)

HP

HP

HP

19

' -

4"

3

3

NOTES:

1. REFER TO: S-0XX- SERIES DRAWINGS FOR DESIGN CRITERIA, GENERAL

NOTES AND ABBREVIATIONS.S-1XX- SERIES DRAWINGS FOR PLANS.S-2XX- SERIES DRAWINGS FOR ELEVATIONS.S-3XX- SERIES DRAWINGS FOR SPECIAL STRUCTURES.S-4XX- SERIES DRAWINGS FOR TYPICAL DETAILS AND SCHEDULES.S-5XX- SERIES DRAWINGS FOR REFERENCED DETAILS AND SECTIONS.

2. EXISTING STRUCTURE INFORMATION IS SHOWN IN FADED.CONTRACTOR SHALL CONFIRM AND VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY PROBING, INSPECTIONS, AND MEASUREMENTS AT THE SITE AS REQUIRED AND PRIOR TO COMMENCEMENT OF WORK.CONTRACTOR TO NOTIFY THE DIRECTORS REPRESENTATIVE OF ANY FIELD DISCREPANCY OR WHERE EXISTING CONDITIONS DIFFER FROM THOSE SHOWN HEREIN.

SEE ARCHITECTURAL DRAWINGS AND SPECS FOR ARCHITECTURAL INFORMATION.

9. *REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR EXACT DIMENSIONAL INFORMATION. CONTRACTOR TO COORDINATE ISOLATION PAD WITH MEP LOCATIONS AND EQUIPMENT MANUFACTURERS WRITTEN RECOMMENDATIONS.SEE S-404 FOR REINFORCEMENT DETAILS.

10. ADDED COLUMNS WITH FIRE-TROL ENCASEMENT.

ADDED COLUMNS WITHOUT FIRE-TROL ENCASEMENT(FMS CRANE RUNWAY SUPPORT COLUMNS)

11. PROVIDE CONCRETE ANCHORS FOR BOLLARDS ON PILE CAPS. COORDINATE EXACT LOCATION AND DETAILS WITH ARCH DRAWINGS , PRIOR TO PILE CAP CONSTRUCTION. SEE DWG S-302.

3. TOP OF FLOOR FINISH IS AT REFERENCE ELEVATION 100'-0". TOP OF EXISTING CONCRETE SLAB IS 6" BELOW REFERENCE ELEVATION 100' -0", UNLESS OTHERWISE NOTED XXX, WHERE XXX INDICATES TOP OF CONCRETE WITH RESPECT TO REFERENCE ELEVATION.EXISTING FLOOR CONSTRUCTION FOR THE FRAMED SLABS ABOVE THE BASEMENT IS 4" STONE CONCRETE FILL OVER 4" REINFORCED STONE CONCRETE SLAB.EXISTING SLAB ON GRADE WHERE INDICATED IN PLAN IS 6" THK REINFORCED CONCRETE SLAB

4. TOP OF EXISTING STRUCTURAL STEEL IN DRILL HALL IS (11") BELOW REFERENCE ELEVATION. TOP OF ADDED STRUCTURAL STEEL IN DRILL HALL IS (14") BELOW REFERENCE ELEVATION UNLESS OTHERWISE NOTED (XXX). WHERE (XXX) IS WITH RESPECT TO REFERENCE ELEVATION.

5. STRUCTURAL STEEL SHAPES SHALL BE FY50 UNLESSOTHERWISE NOTED. CONNECTION PLATES SHALL BE FY36 UON.

6. CONCRETE STRENGHT AND WEIGHT:

PILE CAPS, SLAB ON GROUND F'c = 5000 PSI NWRAMP F'c = 5000 PSI NWTOPPING SLABS F'c = 5000 PSI NWPILASTERS, FLOOR SLABS F'c = 5000 PSI NWNORTH WALL MODIFICATION F'c = 8000 PSI NW

7. REFER TO ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB, OPENING, TOPPING SLAB, AND CURB DIMENSIONS AND TOP OF CONCRETE ELEVATIONS NOT SHOWN AND FOR OTHER INFORMATION NOT SHOWN.

8. COLUMNS SHALL BE FIRE-TROL COLUMNS WITH A FIRE RATING OF ONE HOUR AND A CIRCULAR PROFILE OF ENCASEMENT.COORDINATE EXTENT OF ENCASEMENT WITH TOP AND BOTTOM CONNECTION DETAILS.

12. INSTALL LINTEL'S FOR ADDED OPENING'S IN EXIST MASONRY WALLS PER DETAILS SHOWN IN DWG S-419.

4

4

4

4


PROJECT NORTH


DRAWING NUMBER:

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

TITLE:

LOCATION:

CLIENT:

CONTRACT:

CONSTRUCTION

WARNING:


CONSULTANT:

42x30 P

LO

T S

HE

ET

SHEET: OF





KEY PLAN

21

SECTORS

1 6 9 18 20 22

A

P

32

7/2

8/2

020

7:3

9:0

4 A

M

BIM

360://4

6086

DM

NA

Jam

aic

a A

rmory

/SC

84

3-J

AM

_S

TR

UC

_LE

RA

-R19.r

vt

STRUCTURALFIRST FLOOR FRAMING

PLAN - SECTOR 2

RPJ

S-112


LERA

46086

ESM




ESM

1/8" = 1'-0"1

DRILL HALLFIRST FLOOR FRAMING PLAN


1 07/01/2020 ADDENDUM 1

2 07/07/2020 ADDENDUM 2

3 07/08/2020 ADDENDUM 3

4 07/28/2020 ADDENDUM 5

MIN

12"

VA

RIE

S

PROVIDE 3 - #3CLOSED TIES

TO SUPPORT THE EDGE OFREMOVED DRILL HALL SLAB,

CAST CONCRETE ON THE UNDERSIDE OF THE SLAB TO

BEAR THE SLAB ON CONCRETEWEDGE EXTENSION FORMED.

PROVIDE THIS ALONG FULLPERIMETER OF PILASTER

(TYP-ALL PILASTER CONDITIONS)

W W

PILASTER

1 1/2" NON SHRINKLEVELING GROUT

BASE PLATE

EXIST FLOOR BEAMWITH ENCASEMENT

TOP OF BASE PLATEEL 97' - 10"

TOP OF CONCRETE SLAB

CAST CONCRETE ABOVE BASE PLATEAND AROUND STEEL AFTER INSTALLATIONOF COLUMNS, FC' 5000 PSI

STEEL COLUMN

CASE 1 - PILASTER AWAY FROM

EXISTING BEAM, W > 8"

a-a

S-401A

COVER

1 1/2" CLR

8" MIN8" MIN

PROVIDE CORBEL FRAMINGBARS #4@8 OC ALONG THEWEDGE EXTENSION POUR

PROVIDE 4-#5 VERTICAL CORNERBARS HOOKED AT TOP AND BOTTOM

#4 @ 8 O.C. VERTICAL SPACINGHORIZONTAL BARS EXTENDED UPTO FACE OF WEDGE PROVIDE2 HORIZONTAL ROWS

3" 3"

FIRE TROL COATING

4"

TOP OF STONE CONCRETE FILL

EXIST. TOPPING SLAB

CAST TOPPING SLAB(SEE ARCH DWGS)

3

3

TO SUPPORT THE EDGE OF REMOVED DRILL HALL SLABCAST CONCRETE ON THE UNDERSIDEOF THE SLAB TO BEAR THE SLAB ON THE CONCRETE WEDGE EXTENSION FORMED. PROVIDE THIS ALONG FULL PERIMETER OF PILASTER.

EXISTBASEMENT WALL

a-a

#4 @ 8 O.C. VERTICAL SPACINGHORIZONTAL U-BARS AS

SHOWN EXTEND BARS UP TO SLOPINGFACE OF WEDGE - PROVIDE 2

HORIZONTALS ROWS

4-#5 VERTICAL CORNER BARS

#4 CORBEL FRAMING BARS

#4 @ 8 O.C. VERTICAL SPACING HORIZONTAL BARSEXTENDED UP TO FACE OFWEDGE PROVIDE 2 HORIZONTAL ROWS0' - 5"

W W

VA

RIE

S


PROVIDE ADDITIONAL #5 @ 12 U BARS FORFULL LENGTH OF PILATER

W > 8




STEEL COLUMN

6"

8"

3"

6"

3"

1" HEAVY DUTYEXPANSIONANCHORS @ 6" OC6" MIN EMBEDMENT

L8x6x1 FY50

PL 1" THK x 4"

PJP

CASE 2 - PILASTER NEAR

EXISTING BEAM, W < 8"

b-b

S-401A

PILASTER


PACK STEEL SHIMS/NON SHRINKGROUT TO BEAR EXISTING SLABEDGE ON BUILT UP ANGLES

PROVIDE 4-#5 VERTICALCORNER BARS HOOKEDAT TOP AND BOTTOM

CAST CONCRETE UP TOSIDE FACE OF EXISTING

ENCASEMENT

COVER

1 1/2" CLR

8" MIN

PROVIDE CORBEL FRAMINGBARS ALONG THE WEDGEEXTENSION POUR

PROVIDE CORBEL FRAMING BARS#4@8 OC ALONG THE VERTICAL

FACE OF EXISTING BEAM

3"

5"

FIRE TROL COATING

4"


W < 8

EXIST. TOPPING SLAB


3

3

b-b

CAST CONCRETE ABOVEBASE PLATE AND AROUNDSTEEL AFTER INSTALLATIONOF COLUMNS, FC' 5000 PSI

EXTENT/EDGE OFPILATER BEYOND


#4@8 OC HORIZONTAL BARSEXTENDED UP TO FACE OFWEDGE PROVIDE 2 HORIZONTAL ROWS




HORIZONTALS ROWS


4 - #4 CORBEL FRAMING BARS

0' - 5"

W

VA

RIE

S


TO SUPPORT THE EDGE OFREMOVED DRILL HALL SLAB,

CAST CONCRETE ON THE UNDERSIDE OF THE SLAB TO

BEAR THE SLAB ON CONCRETEWEDGE EXTENSION FORMED.

PROVIDE THIS ALONG FULLPERIMETER OF PILASTER

(TYP-ALL PILASTER CONDITIONS)

W W

PILASTER


BASE PLATE




CAST CONCRETE ABOVE BASE PLATEAND AROUND STEEL AFTER INSTALLATIONOF COLUMNS, FC' 5000 PSI

STEEL COLUMN

c-c

S-401A

PROVIDE CORBEL FRAMINGBARS #4@8 OC ALONG THEWEDGE EXTENSION POUR

PROVIDE 4-#5 VERTICAL CORNERBARS HOOKED AT TOP AND BOTTOM

#4@8 OC HORIZONTAL BARSEXTENDED UPTO FACE OF WEDGE

MIN

12"

8"

6"

8"

12" MIN

6"

12" MIN

FIRE TROL COATING

4"


EXIST. TOPPING SLAB


3

3

PROVIDE #4 @ 8" O.C. VERTICAL SPACING CLOSED TIES

c-c



HORIZONTALS ROWS


#4 CORBEL FRAMING BARS

#4@8 OC HORIZONTAL BARSEXTENDED UP TO FACE OFWEDGE PROVIDE 2 HORIZONTAL ROWS

INDICATES #4 DRILL AND EPOXY REBARS

12"

12"

DRILL AND EPOXY BARS #4 @ 12" O.C. ALL AROUND THE PILASTER CAP POUR, AS SHOWN.

DRILL FULL DEPTH INTO EXISTING CONCRETE AND PROVIDE 8" EMBEDMENT INTO CONCRETE AND

POUR ABOVE BASEPLATE.

USE HILTI HY-200 ADHESIVE SYSTEM. FOLLOW MANUFACTURER'S PRINTED INSTRUCSTIONS.

12" 12"

CO

VE

R

1 1

/2"

CLR


PROJECT NORTH


DRAWING NUMBER:

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

TITLE:

LOCATION:

CLIENT:

CONTRACT:

CONSTRUCTION

WARNING:


CONSULTANT:

42x30 P

LO

T S

HE

ET

SHEET: OF





KEY PLAN

21

SECTORS

1 6 9 18 20 22

A

P

31 2 3

7/2

8/2

020

7:3

9:0

7 A

M

BIM

360://4

6086

DM

NA

Jam

aic

a A

rmory

/SC

84

3-J

AM

_S

TR

UC

_LE

RA

-R19.r

vt

PILASTER SECTIONS ANDDETAILS

RPJ

S-401A


LERA

46086

ESM




ESM

1" = 1'-0"A

CASE 1 - PILASTER AWAY FROM EXISTING BEAM, W > 8"

AND ADJACENT TO EXISTING BASEMENT WALL

1" = 1'-0"B

CASE 2 - PILASTER NEAR EXISTING BEAM, W < 8" AND

ADJACENT TO EXISTING BASEMENT WALL

1" = 1'-0"C

CASE 3 - PILASTER TYPE WITH NO ADJACENT EXISTING

BASEMENT WALL


1 07/07/2020 ADDENDUM 2

2 07/08/2020 ADDENDUM 3

3 07/28/2020 ADDENDUM 5

MA

TC

H L

INE

SE

E 1

/PD

-202

1 1/2" CW, 1" HW, 3/4" HWR

1 1/2" CW, 3/4" HW, 1/2" HWR (ETR)

1/2" CW, 3/4" HW UP TO FLOOR ETR

REMOVE 3/4" CW, 3/4" HW UP TO FIRST FLOOR

3/4" CW, 3/4" HW, 1/2" HWR (ETR)

3/4" CW, 1" HW

3" CW

1" CW, 1" HW

4

4

2

3

2"

HW

2"

HW

2"

HW

2"

CW

2"

HW

R

3" NG

3/4" HWR

1 1/2" HW

1 1/2" CW

2" HW

2" HWR

2" CW 1" CW2" HW

2" HW

2" HWR

3"

NG

1

~

1

1

2

2

2

2

18 19 20

A.2

C.7

E.5

F.9

H.1

J.5

L.3

M.7

P

A

A.9

REMOVE NATURAL GAS METER, REGULATOR AND ALL ASSOCIATED PIPING.3

" N

G (

E)

REMOVE CW AND HW PIPING TO WASH BAY.

2

2

PROJECT NORTH


DRAWING NUMBER:

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

TITLE:

LOCATION:

CLIENT:

CONTRACT:

CONSTRUCTION

WARNING:


CONSULTANT:

42x30 P

LO

T S

HE

ET

SHEET: OF


KEY PLAN

21

SECTORS




1 6 9 18 20 22

A

P

33

7/2

9/2

020 7

:51:0

5 A

M

BIM

360://4

6086 D

MN

A J

am

aic

a A

rmory

/SC

843-J

AM

_P

LU

MB

-R19.r

vt

PLUMBING BASEMENTREMOVAL PLAN SECTOR 3

TW

PD-203


TW

46086

AW




AW0' 4' 8' 16'1/8" = 1'-0"

1PLUMBING BASEMENT REMOVAL PLAN SECTOR 3

KEY NOTES

1. DISCONNECT AND REMOVE CW / HW PIPING UP TO TOILET ROOM ABOVE.

2. REMOVE CW AND HW UP TO FIRST FLOOR. 3. DISCONNECT AND REMOVE COMBINATION 750

GALLON DOMESTIC WATER HEATER / STORAGE TANK AND ASSOCIATED PIPING.

4. DISCONNECT AND REMOVE HOT WATER CIRCULATION PUMP AND ASSOCIATED PIPING.

X


1 07/01/2020 ADDENDUM 1

2 07/29/2020 ADDENDUM 5

FREIGHT

E02

STAIR 606S

MA

TC

H L

INE

SE

E 1

/M-1

02

FMSVAULT

025

CSTVAULT

026

HHB HQVAULT

027

COMPANYMP

ARMS028

CHARLIECOMPANY

ARMS029

COMPANYF ARMS

030

MECH

031STAIR 5

05S

COMPANYF

STORAGE043

8"x8"

8"x8

"14

"x14

"16

"x16

"18

"x18

"

UH-17UH-17 UH-18UH-18

UH-19UH-19

UH-20UH-20

UH-21UH-21

CIRC040

UNOCCUPIED044

RG-15345

RG-14155

RG-1470

DHU-6DHU-6

DHU-4DHU-4

DHU-3DHU-3

DHU-2DHU-2

DHU-1DHU-1

DHU-5DHU-5

HHBHQ:

UNITSTORAGE

042

RG-15345

RG-15345

RG-15345

SG-7345

SG-7345

SG-7345

SG-7345

18"x18" UP THRU FLOOR TO EF-5

EV-8EV-8

DEHUMIDIFIER 5'-0" AFF (TYP.)

SHOP

041

IDF041AFCV-5FCV-5

FCV-6FCV-6

20"x12"

20"x

12"

14"x

10"

12"x

8"

12"x8"

VD

VD

VD

VD

VD VD

12"x8"

12"x8"

8"x10"

SG-670

SG-6155

DL-1200

10"ø

10"ø

26"x14"

VD

VD

VD

VD

A

P

18 19 20

A.9

A.2

C.7

E.5

F.9

H.1

J.5

L.3

M.7

B.4

D.1

E.8

G.1

G.9

J.3

K.9

DL-1200

RG-7655

VD

DL-1255

10"ø

8"x8"

12"x8"

12"x12"

12"x12"

12"x12"

12"x12"

8"x8"VD

VD

8"x8"

16"x10"

10"ø

PROJECT NORTH


DRAWING NUMBER:

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

TITLE:

LOCATION:

CLIENT:

CONTRACT:

CONSTRUCTION

WARNING:


CONSULTANT:

42x30 P

LO

T S

HE

ET

SHEET: OF


KEY PLAN

21

SECTORS




1 6 9 18 20 22

A

P

33

7/2

8/2

020

12:5

4:1

8 P

M

BIM

360://4

6086

DM

NA

Jam

aic

a A

rmo

ry/S

C84

3-J

AM

_M

EC

H-R

19.r

vt

MECHANICAL BASEMENTPLAN SECTOR 3

ATS

M-103


MKB

46086




0' 4' 8' 16'1/8" = 1'-0"1

MECHANICAL BASEMENT PLAN SECTOR 3

GENERAL NOTES

1. SEE DIFFUSER, REGISTER AND GRILLE SCHEDULE FOR AIR DEVICE BRANCH AND NECK SIZES.

2. PROVIDE WIRE MESH SCREEN (WMS) ON ALL OPEN ENDED RETURN DUCT (OED).

3. SEE UNIT HEATER SCHEDULE FOR MOUNTING HEIGHTS.

4. PROVIDE SECURITY BARS IN DUCTWORK PENETRATING ALL VAULTS.


1 07/07/2020 ADDENDUM 2

2 07/29/2020 ADDENDUM 5

2

MA

TC

H L

INE

SE

E 1

/M-2

12

STOR108

PASSAGE

113

CIRC

105

COMM117

STOR124

CLASSROOM

120

CLASSROOM123

WOMENS

119

STOR

121

MDF

112

RETENTIONOFFICE

111

RETENTION

110

MULTIPURPOSETRAINING

104CIRC103

BREAK106

CONF

107

FAMILYREADINESS

109

LOBBY101

VEST100

MAIL114

SUPER/CONTROLS115

MENS

125

JAN.

105A

STAIR 313S

DISPLAY

126

DISPLAY

127

T

T

T

T

T T

T

"FC-1-6"

"FC-1-5"

UH-30UH-30

1-1/4'' HHWR

1-1/4'' HHWS

UH-25UH-25

UH-24UH-24

2" HHWR2" HHWS

2-1/2'' HHWS

5" HHWS

5" HHWR

UH-22UH-22

UH-23UH-23

CO

NO2

HS

MOV

130

T"UH-25"

T

T

T

"UH-28"

EV-1EV-1

READYBAYS130A

"FC-1-8"

"UH-29"

M-302

1

UH-29UH-29

UH-28UH-28

UH-27UH-27

"UH-27"

"UH-30"

FC-1-8FC-1-8

FC-1-5FC-1-5

FC-1-4FC-1-4

FC-1-1FC-1-1

FC-1-3FC-1-3

"FC-1-9"

"FC-1-2"

FC

-1-9

FC

-1-9

FC

-1-2

FC

-1-2

FC

-1-7

FC

-1-7

3" CHWR3" CHWS

4" CHWS4" CHWR

1-1/4" HHWS/R DN

1-1/4'' HHWS1-1/4'' HHWR

5" HHWR

5" HHWS

1" DTWR

1" DTWS

3/4" DTWS3/4" DTWR

3/4" DTWR

3/4" DTWS

3/4" DTWR3/4" DTWS

3/4" DTWS

3/4" DTWR

3/4" DTWR

3/4" DTWS

3/4" DTWS

3/4" DTWR

3/4" DTWS

3/4" DTWR

1" DTWR

1" DTWS

1" DTWS

1" DTWR

3/4" DTWR3/4" DTWS

3" DTWS

3" DTWR

2-1/2'' HHWR

2-1/2'' HHWS

1" DTWS1" DTWR

1-1/4" HHWS/R DN

3" DTWS/R UP

3" CHWS/R UP

2-1/2" HHWS/R UP

1-1/4'' HHWS

1-1/4'' HHWR

5" HHWR5" HHWS

1-1/4" DTWS/R DN1-1/2" DTWS/R UP

FCV-3FCV-3

T

1-1/4'' HHWR

1-1/4'' HHWS

2-1/2'' HHWR

2-1/2'' HHWS

T

"FC-B-4"(BASEMENT)

"FC-1-3"

T

T

T

CO2

CO2CO2

G

F

E

A

B

C

D

H

J

K

L

M

N

P

0 1 2 3 4 5 6 86.4 6.8 7.2 7.8

3/8" LIQ

5/8" SUC

3/8" LIQ5/8" SUC

CORE DRILL FOR REFRIGERANT PIPE UP THRU SLAB

"UH-31"

2

M-401

300 GAL FIRE PUMP DIESEL TANK (SEE FIRE PROTECTION)

EF-25EF-25

BOILER ROOM122

FC-1-6FC-1-6

5" HHWS

5" HHWR

EXPANSION LOOPS (15"X8"X15")

ANCHOR 23" MIN. FROM ELBOW




2-1/2'' HHWR

2-1/2'' HHWS

ANCHOR ADJACENT TO ELBOW UP (8)

STEEL TO PEX TRANSITIONS (2)

PEX SIDE

STEEL TO PEX TRANSITIONS (2)

PEX SIDE

STEEL TO PEX TRANSITIONS FOR 2-1/2" BRANCH


ANCHORS 20" MIN. FROM ELBOW (6)

ANCHORS 43" MIN. FROM ELBOW (6)

ANCHOR 18" MIN. FROM ELBOW DN





2-1/2'' HHWR

2" HHWR2" HHWS

3

3

3

MOVSTORAGE

128

FIREPUMP

131

UH-74UH-74

1-1/4'' HHWS

1-1/4'' HHWR

ANCHOR BOTH SIDES OF WALL PENETRATIONS ANCHOR BOTH SIDES OF

WALL PENETRATION

T

FIRE PUMP PROVIDED BY P-CONTRACTOR

PROJECT NORTH


DRAWING NUMBER:

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

TITLE:

LOCATION:

CLIENT:

CONTRACT:

CONSTRUCTION

WARNING:


CONSULTANT:

42x30 P

LO

T S

HE

ET

SHEET: OF


KEY PLAN

21

SECTORS




1 6 9 18 20 22

A

P

31

7/2

8/2

020

12:5

4:2

8 P

M

BIM

360://4

6086

DM

NA

Jam

aic

a A

rmo

ry/S

C84

3-J

AM

_M

EC

H-R

19.r

vt

MECHANICAL PIPING FIRSTFLOOR PLAN SECTOR 1

ATS

M-211


MKB

46086




0' 4' 8' 16'1/8" = 1'-0"1

MECHANICAL PIPING FIRST FLOOR PLAN SECTOR 1

GENERAL NOTES


2. SEE M-502 HOT WATER FLOW DIAGRAM FOR UNIT HEATER PIPING CONNECTION SIZES.

3. P-TRAP ON FAN COIL UNITS TO BE PROVIDED BY MECHANICAL, SEE PLUMBING FOR CONDENSATE DRAIN.

3. ALL PIPING IN BOILER ROOM 122 TO BE STEEL. TRANSITION FROM PEX TO STEEL OUTSIDE OF BOILER ROOM.


1 07/02/2020 ADDENDUM 1

2 07/07/2020 ADDENDUM 2

3 07/08/2020 ADDENDUM 3

4 07/29/2020 ADDENDUM 5

3

4

F.5

H.5

UNOCCUPIED600

UH-59UH-59

UH-60UH-60

T

"UH-59"

"UH-60"

STAIRWELL 5TH FLOOR

ROOF

ADMIN 4th

FLOOR ROOF SEE

M-271

DRILL HALL 2nd FLOOR ROOF SEE

M-271

STAIRWELL ROOF 4TH FLOOR

ADMIN 4th

FLOOR ROOF SEE

M-271

3/4" HHWS/R DN

3/4" HHWR

3/4" HHWS

3/4" HHWR

3/4" HHWS

G

F

E

A

B

C

D

H

J

K

L

M

N

P

0 1 2 3 4 5 6 86.4 6.8 7.2 7.8


ANCHOR 17" MIN. BELOW ELBOW DN TO UH

PROJECT NORTH


DRAWING NUMBER:

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

TITLE:

LOCATION:

CLIENT:

CONTRACT:

CONSTRUCTION

WARNING:


CONSULTANT:

42x30 P

LO

T S

HE

ET

SHEET: OF


KEY PLAN

21

SECTORS




1 6 9 18 20 22

A

P

31

7/2

8/2

020

12:5

4:3

2 P

M

BIM

360://4

6086

DM

NA

Jam

aic

a A

rmo

ry/S

C84

3-J

AM

_M

EC

H-R

19.r

vt

MECHANICAL PIPING SIXTHFLOOR PLAN SECTOR 1

ATS

M-261


MKB

46086




0' 4' 8' 16'1/8" = 1'-0"1

MECHANICAL PIPING SIXTH FLOOR PLAN SECTOR 1

GENERAL NOTES



1 07/07/2020 ADDENDUM 2

2 07/29/2020 ADDENDUM 5

2

DUCTLESS SPLIT SYSTEM SCHEDULE - COOLING ONLY

KITCHEN HOOD SCHEDULE

AIR COOLED CHILLER SCHEDULE

GRAVITY VENTILATOR SCHEDULE

REGISTER, GRILLE AND DIFFUSER SCHEDULE

HOT WATER UNIT HEATER SCHEDULE

ENERGY RECOVERY UNIT SCHEDULE

HOT WATER CABINET HEATER SCHEDULE

DUCTLESS SPLIT SYSTEM HEAT PUMP SCHEDULE

CHEMICAL FEEDER SCHEDULE

AMBIENT DESIGN CRITERIA

TAG LOCATION TYPE REFRIGERANT TONS

INDOOR UNIT DATA (EV-X) OUTDOOR UNIT DATA (CU-X) COOLING RATINGS

"BASIS OF DESIGN"MANUFACTURER &

MODEL#REMARKS

CFM (HI)

ELECTRICAL DATA ELECTRICAL DATATOTAL(MBH)

SENSIBLE(MBH)

SEER

VOLT PH HZ MCA MOCP VOLT PH HZ MCA MOCP

EV-1 / CU-1 112 / ADMIN ROOF WALL-MOUNTED R-410A 2 775 208 1 60 1 15 208 1 60 18 30 24 17.9 17MITSUBISHI PKA-A24KA6 /MITSUBISHI PUY-A24NHA6

1, 2, 3, 4

EV-2 / CU-2 206 / ADMIN ROOF WALL-MOUNTED R-410A 1 425 208 1 60 1 15 208 1 60 13 15 12 9.4 15.2MITSUBISHI PKA-A12HA6 /MITSUBISHI PUY-A12NHA6

1, 2, 3, 4

EV-3 / CU-3216A / DRILL HALL

ROOFWALL-MOUNTED R-410A 1 425 208 1 60 1 15 208 1 60 13 15 12 9.4 15.2

MITSUBISHI PKA-A12HA6 /MITSUBISHI PUY-A12NHA6

1, 2, 3, 4

EV-4 / CU-4267A / DRILL HALL



1, 2, 3, 4

EV-5 / CU-5270A / GUN PARK



1, 2, 3, 4


1, 2, 3, 4


1, 2, 3, 4

EV-8 / CU-8041A / GUN PARK



1, 2, 3, 4

REMARKS:1. INDOOR AND OUTDOOR UNITS POWERED FROM OUTDOOR UNIT.2. PROVIDE MANUFACTURER'S STANDARD CONDENSATE PUMP.3. PROVIDE OPTIONAL WIND BAFFLE.4. PROVIDE MANUFACTURER'S THERMOSTAT INTERFACE WITH BAC-NET CAPABILITIES

TAG LOCATION TYPE DIMENSIONSMAX COOKING

TEMP(°F)

DESIGNCFM/FT

EXHAUSTCFM

MAKE-UPCFM

FIRE SUPRESSION"BASIS OF DESIGN"

MANUFACTURER & MODEL#REMARKS

KH-1 KITCHEN 291 TYPE I 192"x54" 600 225 3,600 2,880 ANSUL R-102 (3.0 GAL) CAPTIVEAIRE #5424 ND-2-PSP-F 1

REMARKS:1. PROVIDE FULLY INTEGRATED, STAINLESS STEEL TYPE I EXHAUST HOOD, MECHANICAL BAFFLE, STAINLESS STEEL GREASE FILTERS, GREASE DRAIN AND TROUGH. PROVIDE PERFORATED SUPPLY PLENUM ACCESSORY WITH LEDLIGHTING (120V). PROVIDE UL 300 AUTOMATIC, PRE-ENGINEERED FIRE SUPPRESSION SYSTEM, AND CONTROL CABINET CAPABLE OF CONTROLLING EF-1 AND AHU-10.

TAG LOCATION SERVICEREFRIGERANT

TYPECOMP TYPE

EVAPORATOR EFFICIENCY

WEIGHT"BASIS OF DESIGN"

MANUFACTURER & MODEL#REMARKS

COOLING MBH MAX KW GPM FLUID TYPE FOULING FACTORWPD(FT)

ENTER(°F)

LEAVE (°F) # FANSFANHP

AMBIENT AIRTEMP

IPLV (BTU/W.h)(EER) 100%

LOADVOLT PH MCA MOCP

CH-1 STABLE ROOF COOLING R-410A SCROLL 1,191.5 114.9 172.0 WATER 0.0001 9.26 55.80 42.00 6 2.8 ea. 95.0 16.08 10.41 BTU/W.h 480 3 203.2 250 5,135 DAIKIN AGZ101E 1, 2

REMARKS: 1. PROVIDE FACTORY INSTALLED EVAPORATOR STRAINER - 175 PSI PRESSURE RATING. 2. PROVIDE FACTORY MOUNTED FLOW SWITCH.

TAG LOCATION SERVICE TYPE CFM SIZETHROAT

AREA(FT2)

THROATVELOCITY(FT/MIN)

"BASIS OF DESIGN"MANUFACTURER & MODEL#

REMARKS

GV-1 - GV-3DRILL HALL

ROOFEF-10,EF-11

GRAVITY 9,885 32X70 15.6 717 GREENHECK WIH

GV-4STABLEROOF

EF-12 GRAVITY 11,685 36X72 18 649 GREENHECK WIH

GV-5STABLEROOF

EF-13 GRAVITY 17,030 50X70 24.3 701 GREENHECK WIH

GV-6DRILL HALL

ROOFEF-25 GRAVITY 4,315 24X36 6 719 GREENHECK WIH

GV-7DRILL HALL

ROOFEF-10,EF-11

GRAVITY 3,800 34X22 5 732 GREENHECK WIH

TAG LOCATION SERVICE TYPEMAXCFM

FACE SIZE (IN) NECK SIZE (IN) APD (IN WG) NC LEVEL"BASIS OF DESIGN"MANUFACTURER &

MODEL#REMARKS

SD-1 SEE PLANS SUPPLY DIFFUSER 190 24x24 6" DIA. 0.112 <25 TITUS TMSA LAY IN


SD-3 SEE PLANS SUPPLY DIFFUSER 440 24x24 10" DIA. 0.073 <25 TITUS TMSA LAY IN, * 3-WAY DIFFUSER IN WOMENS ROOM - 119



SD-6 SEE PLANS SUPPLY DIFFUSER 160 12x12 6"DIA 0.110 <25 TITUS TMSA LAY IN PANEL

SD-7 SEE PLANS SUPPLY DIFFUSER 600 20x20 12x12 0.079 <25 TITUS PCS SURFACE MOUNT

SD-8 SEE PLANS SUPPLY DIFFUSER 375 8"DIA. 8"DIA. 0.117 <25 TITUS R-OMNI ROUND, STEEL, LAY-IN

SD-9 SEE PLANS SUPPLY DIFFUSER 500 10"DIA. 10"DIA. 0.113 <25 TITUS R-OMNI ROUND, STEEL, LAY-IN

SG-1 SEE PLANS SUPPLY GRILLE 150 6x6 6x6 0.198 <25 TITUS 301RLSTEEL, SURFACE MOUNT, LONG BLADES, PROVIDE OPTIONAL OPPOSED

BLADE DAMPER


BLADE DAMPER


BLADE DAMPER

SG-3A SEE PLANS SUPPLY GRILLE 300 12x10 12x10 0.175 <25 TITUS 301RLSTEEL, SURFACE MOUNT, LONG BLADES, PROVIDE OPTIONAL OPPOSED

BLADE DAMPER

SG-3B SEE PLANS SUPPLY GRILLE 220 12x10 12x10 0.175 <25VENT COVERS

UNLIMITEDCONTEMPORARY CAST BRASS RETURN


BLADE DAMPER


BLADE DAMPER

SG-6 SEE PLANS RETURN GRILLE 178 10x10 8x8 0.080 <25 TITUS SG-SD SECURITY GRILLE

SG-7 SEE PLANS SUPPLY GRILLE 450 14x14 12x12 0.092 <25 TITUS SG-SD SECURITY GRILLE

EG-1 SEE PLANS EXHAUST GRILLE 155 6x6 6x6 0.130 <25 TITUS 350RL STEEL, SURFACE MOUNT, 35° DEFLECTION, LONG BLADES

EG-1A SEE PLANS EXHAUST GRILLE 155 6x6 6x6 0.130 <25 TITUS 350FS ALUMINUM, SURFACE MOUNT, 35° DEFLECTION, LONG BLADES






RG-1 SEE PLANS RETURN GRILLE 155 6x6 6x6 0.130 <25 TITUS 350RL STEEL, SURFACE MOUNT, 35° DEFLECTION, LONG BLADES


RG-2A SEE PLANS RETURN GRILLE 136 10x6 10x6 0.115 <25VENT COVERS

UNLIMITEDCONTEMPORARY CAST BRASS RETURN


RG-3A SEE PLANS RETURN GRILLE 280 8x8 8x8 0.115 <25 TITUS 350FS ALUMINUM, SURFACE MOUNT, 35° DEFLECTION, LONG BLADES











RG-11A SEE PLANS RETURN GRILLE 2700 18x42 18x42 0.086 <25 TITUS 350RL STEEL, SURFACE MOUNT, 35° DEFLECTION, LONG BLADES

RG-12 SEE PLANS RETURN GRILLE 2250 24x24 24x24 0.050 <25 TITUS 50F LAY IN, 1/2"x1/2"x1" GRID, ALUMINUM GRID AND BORDER

RG-13 SEE PLANS RETURN GRILLE 1600 18x24 18x24 0.050 <25 TITUS 50F LAY IN, 1/2"x1/2"x1" GRID, ALUMINUM GRID AND BORDER

RG-14 SEE PLANS RETURN GRILLE 175 10x10 8x8 0.080 <25 TITUS SG-SD SECURITY GRILLE, STEEL FACE PLATE AND SLEEVE

RG-15 SEE PLANS RETURN GRILLE 450 14x14 12x12 0.092 <25 TITUS SG-SD SECURITY GRILLE, STEEL FACE PLATE AND SLEEVE

RG-16 SEE PLANS RETURN GRILLE 3700 48x24 48x24 0.051 <25 TITUS 33RSTAINLESS STEEL, HEAVY DUTY, 1/2" SPACING, 38° DEFLECTION, MILL

FINISH


FINISH


FINISH

DL-1 SEE PLANS SUPPLYDRUM

LOUVER260 N/A 9x6 0.180 <25 TITUS DL-SV

MINIMUM 10" DIA. SPIRAL DUCT SIZE, PROVIDE WITH HEAVY DUTYOPPOSED BLADE DAMPER










LS-1 SEE PLANS SUPPLYLINEARSLOT

210 24"x2" 24"x4" 0.25 <25 TITUS FL-20 HIGHTHROW WITH PLENUM, 2" SLOT WIDTH WITH 12" INLET

LS-2 SEE PLANS RETURNLINEARSLOT

210 24"x2" 24"x4" 0.25 <25 TITUS FL-20 HIGHTHROW WITH PLENUM, 2" SLOT WIDTH WITH 12" INLET

TAG LOCATION TYPE MBH CFMEAT(°F)

LAT(°F)

FLUIDTYPE

HOT WATER DATA FAN MOTOR DATA MOUNTINGHEIGHT

"BOTTOM"

"BASIS OF DESIGN"MANUFACTURER &

MODEL#REMARKS

GPMEWT(°F)

LWT(°F)

WPD(FT)

RPMHP /

WATTSVOLT PH

UH-1 008A-WATER SERVICE ROOM HORIZONTAL 8.65 395 55.0 75.2 WATER 0.52 160.0 126.7 0.001 1,550 16 W 115 1 8' 6" TRANE UHSB018 1, 2

UH-2 012-DEMARC ROOM HORIZONTAL 8.65 395 55.0 75.2 WATER 0.52 160.0 126.7 0.001 1,550 16 W 115 1 8' 0" TRANE UHSB018 1, 2

UH-3,UH-4

001-BOILER ROOM HORIZONTAL 28.81 900 55.0 84.5 WATER 1.76 160.0 127.3 0.034 1,000 1/20 HP 115 1 9' 6" TRANE UHSB060 1, 2

UH-5 033-STORAGE HORIZONTAL 8.65 395 55.0 75.2 WATER 0.52 160.0 126.7 0.001 1,550 16 W 115 1 9' 6" TRANE UHSB018 1, 2

UH-6037-COMPANY MP UNIT

STORAGEHORIZONTAL 8.65 395 55.0 75.2 WATER 0.52 160.0 126.7 0.001 1,550 16 W 115 1 9' 6" TRANE UHSB018 1, 2

UH-7,UH-8

021-UTIL SVC ENTRY HORIZONTAL 8.65 395 55.0 75.2 WATER 0.52 160.0 126.7 0.001 1,550 16 W 115 1 6' 6" TRANE UHSB018 1, 2

UH-9,UH-10

034-CHARLIE COMPANYSTORAGE

HORIZONTAL 8.65 395 55.0 75.2 WATER 0.52 160.0 126.7 0.001 1,550 16 W 115 1 9' 6" TRANE UHSB018 1, 2

UH-11,UH-12

037-COMPANY MP UNITSTORAGE

HORIZONTAL 22.99 750 55.0 83.3 WATER 1.40 160.0 127.2 0.024 1,000 1/20 HP 115 1 9' 6" TRANE UHSB048 1, 2

UH-13 022-UTIL SVC ENTRY HORIZONTAL 8.65 395 55.0 75.2 WATER 0.52 160.0 126.7 0.001 1,550 16 W 115 1 6' 6" TRANE UHSB018 1, 2

UH-14 024-ELEC SERVICE HORIZONTAL 8.65 395 55.0 75.2 WATER 0.52 160.0 126.7 0.001 1,550 16 W 115 1 9' 6" TRANE UHSB018 1, 2

UH-15,UH-16

035-COMPANY F STORAGE HORIZONTAL 8.65 395 55.0 75.2 WATER 0.52 160.0 126.7 0.001 1,550 16 W 115 1 9' 6" TRANE UHSB018 1, 2

UH-17 031-MECH HORIZONTAL 8.65 395 55.0 75.2 WATER 0.52 160.0 126.7 0.001 1,550 16 W 115 1 9' 0" TRANE UHSB018 1, 2

UH-18 041-SHOP HORIZONTAL 11.5 450 55.0 78.5 WATER 0.72 160.0 128.1 0.028 1,550 16 W 115 1 9' 0" TRANE UHSB024 1, 2

UH-19 -UH-20

042-HHB HQ: UNIT STORAGE HORIZONTAL 17.24 550 55.0 83.9 WATER 1.08 160.0 128.1 0.018 1,550 25 W 115 1 7' 6" TRANE UHSB036 1, 2

UH-21 043-COMPANY F STORAGE HORIZONTAL 17.24 550 55.0 83.9 WATER 1.08 160.0 128.1 0.018 1,550 25 W 115 1 7' 6" TRANE UHSB036 1, 2

UH-22 122-BOILER HORIZONTAL 17.24 550 55.0 83.9 WATER 1.08 160.0 128.1 0.018 1,550 25 W 115 1 12' 0" TRANE UHSB036 1, 2

UH-23 128-MOV STORAGE HORIZONTAL 11.50 450 55.0 78.5 WATER 0.72 160.0 128.1 0.028 1,550 16 W 115 1 9' 6" TRANE UHSB024 1, 2

UH-24 -UH-39

130-MOV & 130A-READYBAYS


UH-40 -UH-45

150-MOV & 150B- READYBAYS

HORIZONTAL 172.6 5500 55.0 83.9 WATER 10.48 160.0 127.1 0.420 1,100 1/2 HP 115 1 *9' 6" TRANE UHSB360 1, 2

UH-46 -UH-53

160-MOV HORIZONTAL 172.6 5500 55.0 83.9 WATER 10.48 160.0 127.1 0.420 1,100 1/2 HP 115 1 **8' 6" TRANE UHSB360 1, 2



UH-56 429-MECH HORIZONTAL 5.29 245 55.0 74.9 WATER 0.32 160.0 127.0 0.160 1,550 16 W 115 1 9' 6" TRANE UHSBA08 1, 2

UH-57,UH-58

500-UNOCCUPIED HORIZONTAL 11.50 450 55.0 78.5 WATER 0.72 160.0 128.1 0.028 1,550 16 W 115 1 9' 6" TRANE UHSB024 1, 2

UH-59,UH-60

600-UNOCCUPIED HORIZONTAL 11.50 450 55.0 78.5 WATER 0.72 160.0 128.1 0.028 1,550 16 W 115 1 9' 6" TRANE UHSB024 1, 2

UH-61 033A-MECHANICAL HORIZONTAL 11.5 450 55.0 78.5 WATER 0.72 160.0 128.1 0.028 1,550 16 W 115 1 9' 6" TRANE UHSB024 1, 2

UH-62,UH-63

134-FMS WORKBAYS HORIZONTAL 17.24 550 55.0 83.9 WATER 1.08 160.0 128.1 0.018 1,550 25 W 115 1 9' 6" TRANE UHSB036 1, 2

UH-64 145-POL HORIZONTAL 8.65 395 55.0 75.2 WATER 0.52 160.0 126.7 0.001 1,550 16 W 115 1 9' 6" TRANE UHSB018 1, 2

UH-65,UH-66

130C-FMS BYPASS HORIZONTAL 5.29 245 55.0 74.9 WATER 0.32 160.0 127.0 0.160 1,550 16 W 115 1 8' 6" TRANE UHSBA08 1, 2

UH-67,

UH-68

140-INSPECTION &141-WASH AND WORK BAYS

HORIZONTAL 17.24 550 55.0 83.9 WATER 1.08 160.0 128.1 0.018 1,550 25 W 115 1 9' 6" TRANE UHSB036 1, 2

UH-69,

UH-70130-MOV HORIZONTAL 172.6 5500 55.0 83.9 WATER 10.48 160.0 127.1 0.420 1,100 1/2 HP 115 1 9' 6" TRANE UHSB360 1, 2

UH-71 150-MOV HORIZONTAL 172.6 5500 55.0 83.9 WATER 10.48 160.0 127.1 0.420 1,100 1/2 HP 115 1 9' 0" TRANE UHSB360 1, 2

UH-72,

UH-73

160-MOV & 160A-CST UNITSTORAGE


UH-74 131-FIRE PUMP HORIZONTAL 11.50 450 55.0 78.5 WATER 0.72 160.0 128.1 0.028 1,550 16 W 115 1 9' 6" TRANE UHSB024 1, 2

REMARKS:

1. PROVIDE STANDARD FAN GUARD WITH SHELF MOUNT. 2. PROVIDE MANUFACTURERS STANDARD HEAVY DUTY TSTAT W/ SUBBASE.

* UH-42 MOUNTING HEIGHT (BOTTOM): 7'6" AFF

** UH-51 - UH-53 MOUNTING HEIGHT (BOTTOM): 9'6" AFF

TAG LOCATION SERVICE TYPEEA

CFMOA

CFM

SUPPLY FAN MOTOR DATA RETURN OR EXHAUST FAN MOTOR DATA

MANUFACTURER& MODEL#

REMARKSESP(IN WG)

FAN TYPE BHP RPM HP VOLT PHESP

(IN WG)FAN TYPE BHP RPM HP VOLT PH AIR TYPE

WINTER SUMMERELECTRICAL

DATA

EDB EWB LDB LWBTOTAL

EFFECTIVENESSTOTAL MBH

RECOVEREDEDB EWB LDB LWB

TOTALEFFECTIVENESS

TOTAL MBHRECOVERED

VOLT PH

HRU ADMIN ROOF AHU-9ENERGY

RECOVERYWHEEL

7,837 13,377 1.5 CENTRIFUGAL 13.25 1,750 20.0 460 3 1.5 CENTRIFUGAL 5.96 1,750 7.5 460 3RA/EA AIR 68.0 51.4 20.9 19.0

82.62% 503.6775.0 62.5 87.1 71.6

78.68% 248.89 460 3DAIKIN

OAH029GVDM1

OA/SA AIR 12.0 10.0 39.6 33.1 89.7 73.5 82.6 69.0

1. PROVIDE WITH FACTORY INSTALLED VFD PER FAN

TAG LOCATION TYPE MBH CFMEAT(°F)

LAT(°F)

HEATING COIL DATA FAN MOTOR DATA "BASIS OF DESIGN"MANUFACTURER & MODEL#

REMARKSGPM EWT (°F) LWT (°F) WPD (FT) ROWS RPM WATTS HP VOLT PH

FCV-1 STAIR 1 VERTICAL WALL-HUNG CABINET 13.85 300 68.0 110.6 0.69 160 120 2.43 2 1012 39 0.24 277 1 TRANE #FFFB030 1,2,3,4,5







REMARKS:1. INLET & OUTLET STYLE: FRONT STAMPED LOUVER 2. PROVIDE MANUFACTURERS CAPABLE BAC-NET UNIT MOUNT ZONE SENSOR (COORDINATE WITH CONTROLS VENDOR) 3. PROVIDE WITH 1"THROWAWAY FILTER 4. PROVIDE FACTORY PIPING PACKAGE ARRANGEMENT. DELUXE 2-WAY WITH MANUAL CIRCUIT SETTER. 5. MOUNT 18" AFF

TAG LOCATION TYPE REFRIGERANT TONS

INDOOR UNIT DATA (EV-X) OUTDOOR UNIT DATA (CU-X) COOLING RATINGS HEATING RATINGS"BASIS OF DESIGN"MANUFACTURER &

MODEL#REMARKSCOOLING

CFM (HI)HEATINGCFM (HI)

ELECTRICAL DATA ELECTRICAL DATA CAPACITY(MBH)

SENSIBLE(MBH)

SEERCAPACITY

@ 5°F (MBH)HSPF

VOLT PH HZ MCA MOCP VOLT PH HZ MCA MOCP

EV-9 / CU-9139 / DRILLHALL ROOF

CEILING-CASSETTE

R-410A 0.7 350 350 208 1 60 1 15 208 1 60 12 15 8.4 7.056 15 6.4 9.6MITSUBISHI SLZ-KA09NA /MITSUBISHI SUZ-KA09NA

1, 2, 3

REMARKS:1. INDOOR AND OUTDOOR UNITS POWERED FROM OUTDOOR UNIT 2. PROVIDE MANUFACTURER'S STANDARD CONDENSATE PUMP. 3. PROVIDE MANUFACTURER'S THERMOSTAT INTERFACE WITH BAC-NET CAPABILITIES

TAG LOCATION SYSTEM GALLONS MAX PSI MODEL REMARKS

CF-1FIRST FLOOR

CHILLER ROOMCH-1 10 300 NEPTUNE VTF-10HP

CF-2FIRST FLOOR DRILLHALL BOILER ROOM

B-1 & B-2 10 300 NEPTUNE VTF-10HP

SUMMER WINTER

SITE LOCATION SITE ELEVATION

DB (°F) WB (°F) DB (°F) RH (%)

86.5 72.2 12.8 4.1 QUEENS, NY 23


DRAWING NUMBER:

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

TITLE:

LOCATION:

CLIENT:

CONTRACT:

CONSTRUCTION

WARNING:


CONSULTANT:

42x30 P

LO

T S

HE

ET

SHEET: OF





7/2

8/2

020

12:5

4:3

3 P

M

BIM

360://4

6086

DM

NA

Jam

aic

a A

rmo

ry/S

C84

3-J

AM

_M

EC

H-R

19.r

vt

MECHANICAL SCHEDULES

ATS

M-700


MKB

46086





1 07/02/2020 ADDENDUM 1

2 07/07/2020 ADDENDUM 2

3 07/08/2020 ADDENDUM 3

4 07/15/2020 ADDENDUM 4

5 07/29/2020 ADDENDUM 5

3

3

3

4

5

5

5

5

5

WALL WALL

TWO HOLE CORNER ANGLE SIMILAR TO B-LINE#B101 TYPICAL SECURE TO WALL STUD WITH 1/2" DIA SELF TAPPING SCREWS. TYPICAL EACH SIDE.

DUCT WORK

L4A/L4AE LIGHT FIXTURE BOLT STEEL CHANNEL.

FMS BY-PASS RM. 130C

FINISHED FLOOR

12GA 15/8" SQUARE STEEL CHANNEL LENGTH AS REQUIRED.

DRAWN BY

CHK'D. BY

PROJECT Title

SCALE

CSK NO.

ISSUE DATE



NOT TO SCALE

DN

MDA 07/27/20

FMS BY-PASS LIGHTING

SUPPORT DETAILSKE-1RENOVATE JAMAICA

ARMORY

NOT TO SCALE

FMS BY-PASS LIGHTING SUPPORT DETAIL1

STEEL CHANNEL, LENGTH AS REQUIRED, SIMILAR TO B-LINE #B11A

POWER FEED CONDUITCONNECT TO CIRCUIT RP2B-5

DUPLEX RECEPTACLESTRAP TO POLE

STEEL BEAMTYPICAL

BEAM CLAMP,SIMILAR TO B-LINE #B-760-22TYPICAL

PENDANT UNIVERSAL PROJECTOR MOUNTSIMILAR TO PEERLESS IND. #MOD-PRGSKIT300-MOD-AUB

PROJECTOR MOUNTING PLATE(PROJECTOR PROVIDED BY OWNER)

15' AFF

2'-0".

DRAWN BY

CHK'D. BY

PROJECT Title

SCALE

CSK NO.

ISSUE DATE



NOT TO SCALE

ZG

MDA 07/27/20

ASSEM. HALL RM 262

PROJECTOR MOUNTING DETAILSKE-2RENOVATE JAMAICA

ARMORY

NOT TO SCALE

ASSEM. HALL RM 262 PROJECTOR MOUNTING DETAIL1

DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A ... 05 C.pdf · updated 05/24/2018 printed...

Documents

Transcript of DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A ... 05 C.pdf · updated 05/24/2018 printed...