DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A ... 06 C.pdf · updated 05/24/2018 printed...

Updated 05/24/2018

Printed 08/06/2020 of 3 Project No. 46086-C

DESIGN & CONSTRUCTION GROUP

THE GOVERNOR NELSON A. ROCKEFELLER

EMPIRE STATE PLAZA

ALBANY, NY 12242

ADDENDUM NO. 6 TO PROJECT NO. 46086 -C

CONSTRUCTION WORK

RENOVATE JAMAICA ARMORY

STATE ARMORY

9305 168TH STREET

JAMAICA, NEW YORK

August 6, 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 013350 COMPUTER AIDED DESIGN COORDINATION DRAWINGS:

Discard the section bound in the Project Manual and substitute the accompanying section

(Pages 013350-1 through 013350-12), noted "Revised 8/05/2020".

2. SECTION 015000 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS: Delete

section 1.08 TEMPORARY FENCE ENCLOSRE in its entirety.

3. SECTION 015213 STATE FIELD OFFICE: Discard the section bound in the Project Manual

and substitute the accompanying section (Pages 015213-1 through 015213-3), noted "Revised

8/05/2020".

4. SECTION 087100 FINISH HARDWARE: Discard the section bound in the Project Manual

and substitute the accompanying section (Pages 087100-1 through 087100-25), noted

"Revised 8/05/2020".

5. SECTION 221100 PLUMBING PIPING: Add 3.08.B to read as follows: The requirement to

use the same material throughout does not apply to areas that call for a particular material to

be used or for plumbing fixture carriers.

6. SECTION 221100 PLUMBING PIPING: Add 2.01.G to read as follows: Wrought-Steel

Welding Fittings: ASTM A 234/A 234M for butt welding and socket welding.

7. SECTION 221100 PLUMBING PIPING: Revise 3.08.H to read as follows: Piping to readNatural Gas Piping including associated vent:

ADDENDUM NO. 4 TO PROJECT NO. 46086-C August 6, 2020

Updated 05/24/2018


1. Option No. 1: Inside Building: Standard weight black steel pipe, with 150 lb

malleable iron fittings, and threaded joints.

2. Option No. 2: Inside Building: Standard weight black steel pipe with wrought-

steel fittings and welded joints. (2 ½” and larger).

8. SECTION 230900 BUILDING AUTOMATION SYSTEMS: Delete section 1.02

APPROVED CONTROL SYSTEM MANUFACTURERS part B in its entirety.

9. SECTION 232000 HVAC PIPING BROADSCOPE: Discard the section bound in the Project

Manual and substitute the accompanying section (Pages 233100-1 through 233100-17), noted

"Revised 8/05/2020".

10. SECTION 233113 METAL DUCTWORK: Discard the section bound in the Project Manual

and substitute the accompanying section (Pages 233113-1 through 233113-11), noted

"Revised 8/05/2020".

11. SECTION 260519 WIRING, GENERAL – 600 VOLTS AND UNDER – Delete paragraph

2.2A.

12. SECTION 265591 HISTORIC LIGHT FIXTURE RESTORATION: Add the attached photo

of Fixture Type L11B to HISTORIC LIGHTING APPENDIX A issued in Addendum #4.

13. SECTION 275114 TELEPHONE INTERCOM AND PAGING SYSTEM – Refer to

electrical sketch SK-E3 for FMS/Inspection Intercom / Paging System One Line Diagram.

Replace paragraph 2.01 with the following:

2.01 TELEPHONE INTERCOM AND PAGING SYSTEM

A. Aiphone:

1. Master Telephones:

a. Desk: TD-12H/B.

2. Staff Telephones:

a. Wall: TD-1B

3. Speakers:

a. Horn Type: MH-15W..

4. Power Supply: #PS-1225UL

5. Paging Adaptor: #PD-1

6. Paging Amplifier: #MD120M

14. SECTION 412200 HOISTS AND CRANES: Discard the section bound in the Project

Manual and substitute the accompanying section (Pages 412200-1 through 412200-5), noted

"Revised 8/05/2020".

15. Appendix A: Add the accompanying document “Pre-Bid Site Visit Attendance” to the Project

Manual.

16. Appendix A: Add the accompanying document “Tarkett - Formation and Formation

Transition Pattern Layout” (pages 1 through 12) to Project Manual.

CONSTRUCTION WORK DRAWINGS

1. Drawing A-411: Add the following General Notes:

General Note 1 to read: Assume 25 SF of veneer repairs and 10LF of Dutchman repairs

in room 106.

ADDENDUM NO. 4 TO PROJECT NO. 46086-C August 6, 2020

Updated 05/24/2018


General Note 2 to read: Assume 150SF of veneer repairs and 50LF of Dutchman repairs

in room 104.

General Note 3 to read: For finish removal/selective reversal assume 10SF of failure in

room106 and 50SF in room 104. Provide wood replacement species of Oak.

2. Drawing A-602: Delete reference RT-1 (Rubber Tile) in the Finish Materials Abbreviation

Schedule.

3. Drawing A-602: Add the following General Finish Note:

General Note 4 to read: Elevator flooring to be a Mannington Commercial 20mm Luxury

Vinyl Tile, Primary Elements Collection – Bond as selected from the manufacturers full

range of colors

4. Drawing M-172 EF-9 to move 5’ to the east for 10’ clearance to GV-7.

5. Drawing M-602: Detail 4 revise steel bars to be 3/4” DIA. in lieu of 7/8” indicated. Detail 4

revise steel frame to 3/16” thick flat bar in lieu of 3/8” flat bar frame indicated. Add Note 1

to read as follows: Contractor shall fabricate security bars for wall penetrations in accordance

with construction indicated in detail or provide as a manufactured assembly from a single

manufacturer such as Greenheck Model SG-BG-SLV or similar.

6. Drawing M-700 Gravity Ventilator Schedule: GV-1 thru GV-7 added remark to add 20” roof

curb.

7. Revised Drawings:

a. Drawing listed below, noted "Rev-6 8/05/2020 ADDENDUM 6" accompany this

Addendum and superseded the same numbered originally issued.

Structural

S-111

S-504

S-508

S-301

S-506

S-509

Plumbing

P-201

8. Addendum Drawing:

a. Drawing No. SKE-3, noted “PA SYS. ONE-LINE DIAG.

FMS/INSPEC.INTERCOM DETAIL dated 8/04/2020” accompanies this Addendum

and forms part of the Contract Documents.

END OF ADDENDUM

Erik T. Deyoe, P.E.

Director, Division of Design

Design & Construction

Updated 11/27/2009

Printed 5/10/2016 013350 - 1 Project No. 46086-C

Revised 08/05/2020

SECTION 013350

COMPUTER AIDED DESIGN COORDINATION DRAWINGS

PART 1 GENERAL

1.1 RELATED REQUIREMENTS AND INFORMATION SPECIFIED ELSEWHERE

A. Project Meetings: Section 013119.

B. Submittals: Section 013300.

C. Contract Closeout: Section 017716

1.2 DEFINITIONS

A. General:

1. Building Information Modeling (BIM) - the process of creating data rich

digital representations of the physical and functional characteristics of a

facility.

2. Virtual Design & Construction (VDC) – Information technologies used for

effective BIM delivery.

3. Data Management Platform – software platform used for collecting,

sharing, and managing data across organizations. For this project Data

Management Platform shall be Autodesk BIM 360.

B. Models:

1. Design Intent Model: A Building Information Model based on design

intent prepared by the A/E. It is not intended for construction but

provided to the Contractor as a basis of creating the Construction

Model. This model is at an LOD of 300.

2. Construction Model: The model initially transferred to the Contractor

as a copy of the Design Intent Model and maintained by the

Contractor. The Contractor is responsible for maintaining, confirming

and advancing the Construction Model throughout the course of

construction. The Contractor is responsible for resolving clashes in the

Constriction Model.

3. Fabrication Model(s): Models generated by each discipline or trade

subcontractor required on the project. A Fabrication Model may be

comprised of multiple models representing the various subsets of each

discipline or trade. Fabrication and Shop Drawings will be extracted

directly from this model. These models are at an LOD of 400.

Updated 11/27/2009


4. Federated Model: A composite of the Fabrication and/or Construction

Models and Design Intent Models. The purpose of this model is space

coordination and constructability review.

5. As-Built Model: The Model developed by the Contractor as a record of

the Work as constructed. This model is developed after substantial

completion and turned over to the Construction Manager. This model

is at an LOD of 400.

6. Record Model: The Revit/BIM model maintained by the A/E

throughout the construction period which is coordinated with the

Contractor. The Record Model is used by the A/E to generate changes

to the Contract Documents during the course of construction. This

model is at an LOD of 300.

C. Level of Development

1. Level of Development (LOD): A term to describe the level of

completeness to which a Model Element is developed in BIM.

2. LOD 300: Model Elements are modeled as specific assemblies

accurate in terms of quantity, size, location, and orientation. This

Level of Development is used for A/E models such as the Design

Intent Model.

3. LOD 350: Model Elements are graphically represented within the

Model as a specific system, object, or assembly in terms of quantity,

size, shape, location, orientation, and interfaces with other building

systems.

4. LOD 400: Model Elements are Graphically represented within the

Model as a specific system, object, or assembly in terms of size,

shape, location, quantity, and orientation with detailing, fabrication,

assembly, and installation information. This Level of Development is

considered suitable for fabrication and assembly. It is to be used by

specialty trade contractors and fabricators to build and fabricate

project components, including MEP systems.

1.3 REFERENCE STANDARDS

A. Level of Development (LOD) Specification 2019 – https://bimforum.org/lod/

1.4 COORDINATION MODELS

A. The Project uses 3D BIM modeling for the coordination of building elements and

systems including but not limited to structural steel, mechanical, plumbing, fire

protection, electrical, low voltage systems, and exterior envelope.

B. The Design Intent model will be provided by the Architect/Engineer to establish a

common platform for each trade to use for their Construction Model.

https://bimforum.org/lod/

Updated 11/27/2009


C. The Construction Models shall be updated by the Contractor and subcontractors and

utilized to coordinate the work and to develop Fabrication Models. These models

shall be subject to regular clash detection analysis (together as a Federated Model)

and resolution as defined by the Director’s Representative.

D. Fabrication and Shop Drawings are to be extracted directly from Fabrication

Model(s) after the models have been coordinated with all trades.

E. The Contractor shall produce dimensionally accurate As-Built Models for continued

accurate coordination and provide these to the Architect/Engineer for development

of a Record Model.

1.5 ARCHITECT/ENGINEER’S RESPONSIBILITIES:

A. The Architect/Engineer (A/E) shall deliver a coordinated, assembled, and clash-

detected Design Intent Model to the Contractor upon Award, as well as separate

copies of each technical discipline’s model in the original software authoring tool

(.rvt). These models are the source from which the 2D plan set (PDFs) issued for

bid are derived. This archived Design Intent Model shall be identical to the design

conditions and the time bids are received. Clash detection of the LOD 300 Design

Intent Model does not include items such as pipes 2 inches and under, hangers, supports,

and conduits 2 inches and under. Only “substantial clashes” have been resolved by the

A/E, and the Contractor is required to resolve all clashes during the coordination process

in the LOD 400 Construction Model.

B. Existing building structure was based on available as-built drawings, limited field checks,

and point cloud data. The Contractor is responsible to confirm all measurements and

adjust as required during the shop drawing and coordination process.

C. The Contractor will be provided with hardcopy signed and sealed Drawings and

Specifications prepared by the A/E as the basis for their Contract and for Construction

of the Work. The Contractor shall create a Construction Model (a copy of the Design

Intent Model) prior to any construction work and continue building this

Construction Model ahead of any actual construction progress. The Design Intent

Model can be used for reference only. All dimensions must be retrieved from the

hardcopy drawings and verified by the Contractor.

D. The A/E shall maintain and update the Record Model throughout construction

Updates to include all RFIs, Change Orders, Bulletins, and IBs, and electronically

transmit an updated Record Model to all stakeholders on a monthly basis and at

construction completion.

1.6 CONTRACTOR’S RESPONSIBILITIES:

A. The use of any BIM files produced by the A/E in preparation of the Construction

Model will be at the Contractor's sole risk. The Contractor shall indemnify, defend

and hold the Director’s Representative and their consultants harmless from any and

all claims, losses, damages, and costs (including but not limited to reasonable

attorneys' fees and professional and administrative time at regular hourly rates) in

any way arising out of or in connection with the use of the BIM files. These files are

Updated 11/27/2009


for the purpose of assisting coordination and maintaining an as-built record of the

Work. In no way should the Design Intent Model or any BIM be construed to form a

part of the Contract Documents.

1. The Contractor shall not rely on the accuracy of the Design Intent Model.

The Design Intent Model shall be used for reference only and all dimensions

must be retrieved from the hard copy Drawings and verified by the

Contractor.

2. Dimensions in the Design Intent Model are intended to correspond to the

dimensions in the Drawings. If the Contractor detects a conflict between a

Model and the Drawings, the Contractor shall so inform the A/E, and the

A/E shall respond to resolve the conflict.

3. The Contractor shall be required to sign and agree to a Transfer and Use

limitation agreement acceptable to the Director’s Representative for limited

use of electronic documents as required by the Contract.

B. The Contractor will detach and create their own Construction Model for their use at

their own risk. The Contractor will work collaboratively with the A/E throughout

construction to ensure all field conditions are accurately documented in the

Construction Model and that the Contractor is using the most up to date A/E

documents for coordination.

1. The Contractor's Construction Model shall be coordinated with the Record

Model. Any conflicts with the models that need to be resolved prior to

fabrication and construction shall be reported in the form of a Request for

Information (RFI). Clash reports may also be issued by the Contractor as

background information for RFIs and Submittals.

2. All Construction Models and Fabrication Models shall be compatible with

Autodesk Navisworks, which shall be used to perform clash detection.

C. Clash Analysis Reports will be generated by the Contractor to identify and highlight

spatial conflicts within and between the various trades and the building. Clash

Analysis Reports shall:

1. Review and document each individual clash by saving the appropriate

viewpoints.

2. Use current subcontractor Construction Models and Fabrication Models,

tracking file versions used in each clash analysis.

3. Indicate where conflict resolution requires modification of design

requirements by the A/E.

4. Be created bi-weekly and provided to the Construction Manager and

Director’s Representative.

D. The Contractor is to provide hard copies of required changes to design intent

at weekly coordination meetings.

Updated 11/27/2009


E. The Contractor shall provide the Construction Manager with necessary access

to review the documents and interface with the Contractor's team.

F. The Contractor will attend coordination meetings with the Construction

Manager as scheduled to ensure the correct development of the Construction

Model.

G. The Contractor shall require all subcontractors to update and post changes to

their models originating from RFIs, Submittals, and Bulletins that have

changed their prospective work. Each trade making changes shall post the

revised model onto the collaboration and Data Management Platform site and

send out a corresponding notice indicating the changes and reasoning behind

the change within two weeks from receipt of changes.

H. The Contractor shall engage an individual assigned to be the full-time BIM

Manager with no other responsibilities. This individual shall have a minimum

3 years of relevant BIM experience with working knowledge using

Navisworks, Revit, and basic knowledge/understanding of 3D modeling

required for the project complexity and delivery strategy. The Contractor’s

proposed BIM Manager’s Qualifications must be submitted to the Director’s

Representative for approval per the submittal requirements below and, once

approved and assigned to the project, may not be replaced or reassigned

without the Director’s Representative’s approval. The BIM Manager’s general

responsibilities shall include, but are not limited to the following:

1. Creating and maintaining the Construction Model with information

developed during construction

2. Coordinating with subcontractors’ BIM Coordinators to integrate 3D

Fabrication Models with the Construction Model to ensure compliance

with the Contract Documents prior to approval and installation.

3. Facilitating the use of Federated Models in construction coordination/clash

detection meetings and providing clash detection reports that identify and

resolve all hard and soft collisions.

4. Coordinating data extraction sets as required

5. Coordinating of software training and establishing software protocol for

construction team, including subcontractors

6. Serving as the main point of contact for BIM and related issues among the

Contractor's team, subcontractors, the Director’s Representative, the A/E,

the Construction Manager, and others

7. Providing specifications for the on-site Contractor's BIM Coordination

Facilities to the Director’s Representative and Construction Manager for

approval and ensuring that the Contractor and subcontractors have

necessary dedicated hardware and BIM software properly installed and

accessible for project use.

Updated 11/27/2009


8. Coordinating construction sequencing and scheduling activities, ensuring

that they are integrated with all construction BIM to meet and maintain the

construction progress schedule.

9. Coordinating with the Construction Manager to ensure that design changes

in the field have been documented and are updated in the Construction

Model in a timely manner.

10. Providing the A/E, through the Construction Manager, with hard copies of

changes made in the field for future reference in confirming the As-Built

model

A. Mechanical, Electrical, and Plumbing subcontractors shall be required to engage an

individual assigned to be the full-time BIM Coordinator with no other

responsibilities. This individual shall have a minimum 3 years of relevant BIM

experience with working knowledge using Navisworks, Revit, and basic

knowledge/understanding of 3D modeling required for the project complexity and

delivery strategy. Each BIM Coordinator shall be equipped with a laptop and a

Navisworks license with which to attend coordination meetings. Each proposed

BIM Coordinator’s Qualifications must be submitted to the Director’s

Representative for approval per the submittal requirements below and, once

approved and assigned to the project, may not be replaced or reassigned without the

Director’s Representative’s approval. Each BIM Coordinator’s general

responsibilities shall include, but are not limited to the following:

1. Coordinate the work in interstitial spaces, such as within ceilings, walls, or

floors, in BIM as described in this specification.

2. Attending daily/weekly coordination meetings to address difficult work in

areas that are not easily coordinated between the multiple trades

themselves.

3. Authorization and preparedness to make live, real-time changes to the

Fabrication Model during coordination meetings, in order to review the

finalized, signed-off coordinated models prior to and during the

fabrication/installation process

4. Posting updated drawings and Models at least once per week to the to the

Director’s Representative’s collaboration and Data Management Platform.

prior to the regularly scheduled coordination meetings.

5. Submitting a .NWC model exported from the model authoring software to

the Contractor prior to every coordination meeting.

6. Reviewing the Clash Analysis Reports generated by the Contractor prior to

each coordination meeting and attending each meeting prepared to address

the unresolved clashes in a constructive manner

Updated 11/27/2009


7. Collaborating with each other trade’s BIM Coordinator through e-mail,

telephone, and in person to resolve basic clashes outside of coordination

meetings

8. With determinations that their trade’s Modeled Element must “move”,

updating the respective model and reposting it with enough time for other

subcontractors to review prior to the upcoming meeting.

B. Any additional subcontractors performing work in interstitial spaces, such as within

ceilings, walls, or floors, shall coordinate these elements in BIM as described in this

specification.

1.7 CONSTRUCTION MANAGER’S RESPONSIBILITIES:

A. The Construction Manager will collaboratively assist the Contractor in developing

their BIM Execution Plan and any adjustments needed throughout the course of the

project.

B. The Construction Manager will, with the A/E, review the Contractor’s model

updates and progress to help assure that the Construction Model is maintained

current throughout construction. Updates are to include all RFI's, Change Orders,

Bulletins, A/E field staff reports, approved submittals, and other field reports.

C. The Construction Manager will coordinate with the Contractor to perform

Navisworks clash detection on a bi-weekly and as needed using current Federated

Models and tracking file versions used in each clash analysis.

D. The Construction Manager will provide oversight for clash detection analysis and

resolution of each trade system against the Contractor’s BIM models to ensure that

there are no conflicts between the architectural/structural elements and their

systems.

E. The Construction Manager will provide progress reports (schedule, clash counts,

major issues and anticipated issues) of the BIM process and comparison with the

current and original BIM coordination schedule to the A/E and Director’s

Representative.

F. The Construction Manager will indicate where conflict resolution requires

modification of design requirements by A/E.

G. The Construction Manager will monitor installation accuracy as intended in the

Model.

H. The Construction Manager will review the Contractor’s As-Built Model at

construction completion, ensuring that it incorporates Contract design changes and

field conditions.

1.8 QUALITY ASSURANCE:

A. Any deviation between the Shop Drawings and submittals and the clash-detected

Federated Model resulting in construction changes shall be the sole responsibility of

Updated 11/27/2009


the Contractor.

B. Work on the coordination drawings and BIM shall be performed by competent 3D

modelers in a clear legible manner utilizing standard industry conventions. Trade

contractors shall be responsible for providing their coordination drawing files

according to the established coordination schedule. It is the responsibility of each

contractor to supply enough modelers, so as not to delay the BIM coordination process

and Shop Drawing submittals.

C. The Contractor and subcontractors must attend coordination meetings as scheduled by

the Director’s Representative. Failure to attend will result in work by the absent party

being declared improperly coordinated and will require the Contractor to relocate work

as shown by the Director’s Representative or to field run the work without

coordination.

D. No extra compensation will be paid to the Contractor for relocating duct, pipe, conduit,

or other material that has been installed without proper coordination between the

contractors and the trades involved. If improperly coordinated work, or work installed

that is not in accordance with the approved coordination composites, necessitates

additional work, the cost of such additional work shall be assessed to the Contractor as

determined by the Director’s Representative. Errors due to a failure of attendance at

coordination meetings will be resolved by the Contractor at their own expense. Where

agreements cannot be reached, the Director’s Representative will furnish a resolution.

The contractor shall bear the expense of said resolution.

E. Coordination drawings are not to be construed as and not to relieve each contractor

from their Shop Drawing obligations required under the project specifications and are

distinctly separate from the requirements to provide final “As-Built” drawings.

F. The Contractor and subcontractors are responsible for providing 3D solid or surface

models (not line & wireframe models) that represent the actual dimensions of the trade

system elements and the equipment that will be installed. The Contractor and

subcontractors are required to produce Shop Drawings from said 3D Models.

G. It is critical that trade contractors’ use a mandated file naming convention for their

BIM file names to track the version and date by each trade. The Director’s

Representative will provide a detailed file naming convention to the Contractor. Files

that do not follow the file naming convention will be deleted and removed from the

server without notification.

H. The Contractor and subcontractors' drawing and model files shall be based on an origin

point provided by the Director’s Representative. The cost of changes required by the

Contractor to their drawings or models due to the use of an unauthorized origin shall

be borne by the Contractor.

1.9 SUBMITTALS:

A. Construction BIM Execution Plan: Submit the Construction BIM Execution Plan

not later than 15 days after approval of the Contract by the Comptroller. The BIM

Plan shall be developed collaboratively with the Construction Manager and include

at the minimum:

Updated 11/27/2009


1. General requirements of subcontractors.

2. Model organization, partitioning.

3. Common coordinate system and units

4. File naming and versioning standards

5. List of Construction Models to be developed

6. Plan for achieving an LOD-400 in the Construction Models

7. Organization responsible for each Construction Model

8. Software and version to be used to develop each Construction Model

9. Required software object enablers

10. Assurance that the fonts, dimensions, line styles, levels and other contract

document formatting issues follow OGS CAD Standard and the BIM

workspace requirements.

11. Description of data storage and data exchange, sharing, viewing, modeling

protocols, and updating of information by subcontractors.

12. Milestone schedule of quality control checking and reporting on the

integrity of the Models to the Director’s Representatives (biweekly at a

minimum)

13. Protocols for the process of RFIs, Shop Drawings, and record keeping.

14. Design-change tracking strategy.

15. The BIM template format adopted

16. The structure and organization of the Models.

17. Name and contact information for each subcontractor’s and consultant’s

BIM Coordinators

18. Coordination/Clash Detection Analysis and Resolution Process

19. Coordination/Clash Detection Analysis and Resolution Schedule

20. Clashes to be run (e.g.: HVAC vs. Structure)

21. Plan for achieving an LOD-400 As-Built Models

22. Methodology for preparing the As-Built BIM deliverables for submission

to the Director’s Representative

B. Quality Assurance Package: Submit the BIM Manager’s Qualifications and all

subcontractor’s BIM Coordinator’s Qualifications not later than 15 days after

approval of the Contract by the Comptroller. Include resume and references, and

other certification, licenses, or other requested information.

1. BIM Manager’s Qualifications:

i Name, business address, and telephone number of the

BIM Manager

ii Resume demonstrating credentials meet the BIM

Manager Qualifications as described below

iii Names, addresses, and telephone numbers of facility

contacts of 3 projects of similar size and complexity.

iv Minimum 3 years of experience in 3D Modeling

construction Models for projects of the same size and

complexity, coordination between subcontractors and

design team, and managing of virtual design and

construction process.

i Technical knowledge of Virtual design and

Construction methodologies and BIM application used,

Updated 11/27/2009


related systems and network infrastructure, and

awareness of new technologies.

ii Versed in standards such as LOD 2014 & National BIM

standards v3.

iii Draft or sample BIM Execution Plan

3. BIM Coordinator Qualifications:

i Name, business address, and telephone number of the

BIM Manager

ii Resume demonstrating credentials meet the BIM

Manager Qualifications outlined below

iii Names, addresses, and telephone numbers of facility

contacts of 3 projects of similar size and complexity

iv Minimum 3 years of experience in 3D Modeling

construction Models for projects of the same size and

complexity, coordination between subcontractors and

design team, and managing of virtual design and

construction process.

v Technical knowledge of Virtual design and

Construction methodologies and BIM application used,

related systems and network infrastructure, and

awareness of new technologies.

vi Versed in standards such as LOD 2014 & National BIM

standards v3.

1.10 EXECUTION:

B. Construction BIM Meetings:

2. The Director’s Representative shall schedule and conduct a BIM Kickoff

Meeting. BIM modeling work by the Contractor and subcontractors shall

not commence prior to the BIM Kickoff Meeting. The meeting shall review

BIM requirements, standards, and responsibilities.

3. Attendees: Participants in the BIM Kickoff Meeting shall be familiar with

the project and shall be authorized to conclude matters relating to the BIM

work. At a minimum include representatives of the following parties or

their designated representatives:

i Director’s Representative

ii Construction Manager

iii Construction Manager's BIM Coordinator

iv A/E Representatives

v Contractor's Project Manager

vi Contractor's BIM Manager

vii BIM Coordinators of all subcontractor

viii Project Managers of all subcontractors

4. Agenda: Subjects for discussion shall include items significant to the

effective use of BIM coordination techniques and correct production of

Updated 11/27/2009


Construction BIM, including but not limited to the following:

i BIM expectations and project goals

ii Coordination process

iii Review of BIM Plan, including model contents and

standards

iv Requirement to deliver equipment data in electronic

format

v BIM deliverables to the Director’s Representative

vi Agenda for subsequent bi-weekly BIM Coordination

Meetings

5. Reporting: The Construction Manager, in coordination with the

Contractor’s BIM Manager shall distribute a report from the meeting to

each party present and to other concerned parties.

6. BIM Coordination Meetings will be held bi-weekly or as necessary at a

time and place agreed upon by the Director’s Representative, the

Construction Manager, the Contractor, and the A/E’s Representatives.

C. The Contractor shall create and maintain complete and full Construction Models in

both the original Native Software and in Navisworks format for their use in

coordination of the Work. The Contractor shall keep these Construction Models

current through the construction project and at the completion of the project shall

deliver As-Built Models. The Contractor must provide bi-weekly updates of the As-

built Model.

D. The Contractor shall provide for real-time access to the Construction Model by the

Director’s Representative, Construction Manager, and A/E representatives.

2. Within 30 days of Notice to Proceed, provide all required user account

licenses of Autodesk BIM 360 for the Director’s Representative,

Construction Manager teams and other appropriate users, as requested by

the Director’s Representative.

3. Maintain and provide user accounts and folders/workspaces where each

organization producing Construction Models can upload the Construction

Model files for Coordination.

1.11 DELIVERABLES:

B. The A/E shall provide one set of updated Record Drawings accurately depicting to

the best of their ability and professional standard of care the record drawing model

incorporating contract design changes. The A/E will provide an electronic copy of

the Record Model on a USB drive.

C. The Contractor shall provide three (3) complete printed sets of 2D As-Built

drawings derived directly from the LOD 400 As-Built Models to the Director’s

Representative.

Updated 11/27/2009


2. All systems that are shown on the as-built drawings shall be modeled in the

LOD 400 As-Built Model.

3. In the preparation of the final composite 2D coordination drawings, large

scale details, as well as cross and longitudinal sections developed at

coordination meetings, shall be made as required to fully delineate

conditions.

D. The Contractor is required to deliver LOD 400 As-Built models to the Director’s

Representative from each trade. The acceptable formats are Revit (.RVT) and

Navisworks (.NWF and .NWD). If LOD 400 Construction Models were modeled in

a different platform other than Revit or AutoCAD, the Contractors shall allow

additional efforts to prepare/convert the LOD 400 models in Revit (.RVT) format in

the latest version at the time of delivery. The submitted As-Built models shall be

editable for future modeling and documentation uses.

2. The As-Built Models will be turned over to the Director’s Representative

within 60 days of Substantial Completion.

3. The Contractor shall also deliver a most current version of Navisworks at

the time of model hand over to the Director’s Representative. This model

shall include discipline models from subcontractors and prime contractors.

The Contractor shall also provide the NWC and NWF files used to

assemble the final NWD deliverable, with a detailed description how the

composite Navisworks model was assembled at the time of model delivery.

4. The format for this electronic submission shall be three USB drives or hard

drives as required, each containing the As-Built models in Autodesk .DWG

and .NWD formats, as well as the original authoring files in their native

formats.

5. The Director’s Representative reserves the right to request additional file

formats as the needs of the client or project require.

E. The Contractor shall verify that all Construction Models/As-Built Models (building,

structure, and building systems, etc.) represent to the best of their ability and

professional standard of care as-built conditions, including but not necessarily

limited to Architectural Supplemental Instructions, Change Notices, Director’s

Representative defined actual material and manufacturer's information, and any and

all field changes. The Contractor shall confirm, and the A/E shall upon receipt of

the models verify, that the As-Built Models for each model / floor register in X, Y

and Z dimensions and coordinates.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

END OF SECTION

Updated 12/17/2019


Revised 8/05/2020

SECTION 015213

STATE FIELD OFFICE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Maintain a field office comprised of new furniture and new equipment for the

sole use of the Director’s Representative and staff. Include temporary services

and accessories necessary for use of the items specified.

1.02 SUBMITTALS

A. Waiver of Submittals: The “Waiver of Certain Submittal Requirements” in

Section 013300 does not apply to this Section.

B. Product Data: Catalog sheets, specifications, and installation instructions, for all

major items of the field office including furnishings and equipment. Submit

within 15 days after award of Contract.

1.03 SCHEDULING

A. Provide furniture and equipment, within 30 days after specified products have

been approved.

PART 2 PRODUCTS

2.01 FURNITURE AND EQUIPMENT

A. Furniture:

1. Six swivel type chairs with arms suitable for use at office desks.

2. Ten straight back stackable chairs.

3. Six lockable metal office desk, 30 x 60 inches, double pedestal type with

keys.

4. One drafting table, 37 x 60 inches.

5. One conference table, 44 x 96 inches.

6. One “Planhold” plan rack, adjustable height, floor supported cantilever

type, with plan clamps or plan rack sticks.

7. Two lockable 4-drawer letter size file cabinets.

8. One 4’x 6’ wall mounted dry erase board and markers.

B. Office Equipment:

1. One multifunction Printer - HP CP 5225 Laser Jet Printer. Provide one-

year service agreement, paid in advance.

2. One copier - Sharp MX B402SC Laser Digital Copier

Updated 12/17/2019


a. Supplies: paper, sizes as directed and toner cartridges for the

duration of the project.

3. One Panasonic Voicemail system installed, with programming and

maintenance for the duration of the project to handle 3 outside lines and

5 compatible instruments. Provide the instruments and all wiring.

a. System - Panasonic KX-TDA50 Digital Hybrid IP-PBX with

wall rack.

b. Voicemail System - Panasonic KX-TVA50.

c. Telephones - Main 2 each KX-T7636.

d. Telephone - Regular 3 ea. KX-T7625.

e. Provide all wiring between all stations, equipment rack, etc. such

that a complete system is installed and operates properly.

Maintain the system for the life of the contract.

4. One Dell 55 4k Conference Room Monitor Model C5519Q or equal and

associated HDMI connections.

5. One refrigerated bottled water dispenser,(Hot & Cold Type) with cups,

bottled water and necessary supplies. Provide water and cups for

duration of contract.

6. One first aid kit.

7. One 15 cubic foot refrigerator, EnergyStar energy efficient model.

8. Fire Extinguisher: Multipurpose Dry-Chemical Type in Steel Container

UL-rated 20-A:120-B:C, 20-lb nominal capacity, with monoammonium

phosphate-based dry chemical in enameled-steel container.

9. Security System

a. Acceptable manufacturer: X10 Wireless Technology, Inc. 19823

58th Place South, Kent, WA 98032, Telephone # 1-800-675-

3044, Website address: http://www.x10.com

b. Acceptable Model: Protector Plus Voice Dialer, 12 piece

system,

http://www.x10.com/security/ds7000_s_12pc_ps152.html

1. Base Station Voice Dialer Console for Protector Plus -

X10 Model # PS561 - Quantity: 1.

2. Lamp Module - X10 Model # LM465 - Quantity: 2.

3. Door/Window Sensor - X10 Model # DS10A - Quantity:

4.

4. Security Motion Detector - X10 Model # MS10A -

Quantity:

5. Security Remote Control - X10 Model # SH624 -

Quantity: 1.

6. Security Keychain Remote - X10 Model # KR10A -

Quantity: 2.

7. Battery back-up power.

c. Maintain the system for the life of the contract.

PART 3 EXECUTION

3.01 INSTALLATION

A. The State Field Office will be located in the Administration Building on the first

floor in Conference Room 110. State Field Office shall remain in that location

http://www.x10.com/

Updated 12/17/2019


until such time that an adjacent equal space is 100% completed. Upon

completion of an adjacent equal space the Contractor shall move the State field

office in its entirety to the newly completed space. Once the State Field office

has vacated Conference Room 110 the Contractor can proceed with the contract

scope within Conference Room 110. Contractor shall always maintain electrical

power and HVAC to conference room 110 while the State Field office is in

operation.

B. Install security system and set up per manufacturer’s instructions.

3.02 MAINTENANCE AND CLEANING

A. Maintain and clean the office units for the duration of this Contract. Include the

following:

1. Daily removal of rubbish.

2. Daily cleaning of toilet room, including the plumbing fixtures.

Replenish toilet room supplies as needed.

3. Weekly mopping of floors.

4. Weekly dusting of offices and other rooms.

5. Replace light bulbs as needed.

3.03 REMOVALS

A. Remove the units, furniture, and equipment when directed.

END OF SECTION

Updated 02/13/2012

Printed 8/5/2020 087100 - 1 Project No. 46086

Revised 8/05/2020

SECTION 087100

FINISH HARDWARE

PART 1 GENERAL

1.01 RELATED WORK IN OTHER SECTIONS

1.02 REFERENCES

A. NFPA 80 Fire Doors and Windows (2013).

B. NFPA 101 Life Safety Code (2015).

C. Building Code of New York State (2016).

D. ICC/ANSI A117.1-2003 Accessible and Usable Buildings and Facilities.

E. ANSI/BHMA Standard A156.1 Butts and Hinges (2016).

F. ANSI/BHMA Standard A156.4 Door Controls – Closers (2013).

G. ANSI/BHMA Standard A156.6 Architectural Door Trim (2015).

H. ANSI/BHMA Standard A156.7 Template Hinge Dimensions (2016).

I. ANSI/BHMA Standard A156.8 Door Controls – Overhead Stops and Holders

(2015).

J. ANSI/BHMA Standard A156.13 Mortise Locks and Latches Series 1000 (2017).

K. ANSI/BHMA Standard A156.16 Auxiliary Hardware (2018).

L. ANSI/BHMA Standard A156.18 Materials and Finishes (2016).

M. ANSI/BHMA Standard A156.22 Door Gasketing Systems (2017).

N. ANSI/BHMA Standard A156.26 Continuous Hinges (2017).

O. DHI - Door and Hardware Institute.

P. NAAM Standard HMMA 800-96- Hollow Metal Manufacturers Association.

Q. NAAM Standard HMMA 831-97 Recommended Hardware Locations for

Custom Hollow Metal Doors and Frames.

Updated 02/13/2012


R. 2010 Standards for State and Local Government Facilities: Title II.

1.03 DEFINITIONS

A. Architectural Hardware Consultant (AHC): A Door and Hardware Institute

certified expert in complex architectural openings requiring advanced knowledge

of model building codes and safety standards, ADA requirements, access control

knowledge and installation expertise.

B. Architectural Hardware Distributor: A company that regularly purchases

architectural hardware from manufacturers and specializes in the sale, service

and support of that hardware to contractors and/or end users.

C. Company Field Advisor(s): Hardware manufacturers’ representatives who are

certified in writing by manufacturer to be technically qualified in design,

installation, and servicing of products.

D. Installation Supervisor: Designated supervisor/installer, who has a minimum

three years experience in finish hardware installation, and is qualified and

responsible to ensure approved finish hardware is installed, adjusted, and

operates properly.

E. Benchmark: Finish hardware installed on full size door and frame assembly that

is constructed on-site. Benchmarks are constructed to verify qualities of

materials and execution; to review coordination between frames, doors, and

architectural hardware; to show interface between partitions and frames; and to

demonstrate compliance with specified installation tolerances. Benchmarks are

not samples. Unless otherwise indicated, approved benchmarks establish the

standard by which the Work will be judged. The approved benchmark may be

incorporated into the work of this section.

1.04 SUBMITTALS

A. Waiver of Submittals: The Waiver of Certain Submittal Requirements in


B. Re-Evaluation Fee: In accordance with the General Conditions 07213 Article

4.7.

C. Submittal Package Cover Sheets: The Hardware Distributor shall provide a

cover sheet, which identifies each package by:

1. OGS project number.

2. Project name.

3. Facility name and location.

4. Submittal Package name.

5. Specification section name and number.

6. Construction Contractor’s company name, address, e-mail address, and

telephone number.

Updated 02/13/2012


7. Finish Hardware Distributor’s company name, address, e-mail address,

and telephone number.

8. Certified Architectural Hardware Consultant’s name, company name,

address, e-mail address, and telephone number.

9. Submittal Date.

D. Submittal Packages

1. Quality Control Package: Do not submit balance of packages until this

package is approved.

a. Architectural Hardware Consultant Data:

1) Provide name, business address, and telephone number

of DHI certified Architectural Hardware Consultant.

2) Submit photocopy of Door and Hardware Institute’s

certificate demonstrating individual is an Architectural

Hardware Consultant.

b. Company Field Advisor Data:

1) Provide name, business address, and telephone number

of Company Field Advisor(s) for continuous hinges,

door bolts, locksets, overhead stops, door closers, and

gaskets.

2) List services and products for which company field advisor(s)

is/are certified by manufacturer. Provide written certifications.

c. Hardware Distributor’s Qualification Data:

1) Provide the Finish Hardware Distributor’s company

name, address, e-mail address, and telephone number.

2) Provide the hardware distributor’s company history,

including number of years in the hardware distribution

business, the number of AHC’s employed, and the

number of employees. Describe the distributor’s major

market.

3) Include the names and contact information of physical

plant managers for 3 facilities, similar to this project, for

which the distributor has furnished architectural

hardware within the past 2 years.

d. Supervisor’s/Installer’s Qualification Data:

1) Name of Supervisor and each installer performing Work, and

employer’s name, business address and telephone number.

2) Names and addresses, and contact information of

physical plant managers for 3 facilities, similar to this

project, on which each installer has worked on during

past 2 years.

2. Finish Hardware Package:

a. Finish Hardware Schedule: Use vertical format and indicate

finish hardware items, both mechanical and electrical in one

document, required to complete Work of this section. Submit

Hardware Schedule that includes complete hardware sets for

each door and frame shown on Door Schedule.

1) Preface schedule with following:

Updated 02/13/2012


a) Certified Architectural Hardware Consultant’s

statement of preparation of/or certification of,

Finish Hardware Schedule.

b) Index.

c) List of manufacturers.

d) List of finishes.

e) Explanation of abbreviations.

f) Keying instructions and key schedule.

2) Create hardware groups, each group consisting of

similar doors and hardware. Do not combine labeled

and non-labeled openings. Do not combine doors and

frames with dissimilar door sizes and/or materials.

3) For each opening include the following:

a) Door and frame materials and dimensions.

b) Fire rating.

c) Door number, location and handing.

d) Degree of opening required for closer and/or

overhead stop.

e) Installation and detailing notes.

4) Under each group heading, list hardware items in detail,

required for ordering. For each hardware item include:

a) Type (Hinges).

b) Quantity (Hinges 3ea).

c) Manufacturers’ name (Hinges 3ea Stanley).

d) Catalog number (Hinges 3ea Stanley FBB199).

e) Size (Hinges 3ea Stanley FBB199 4 ½ x 4 ½ ).

f) Options or accessories (Hinges HTFBB199 4 ½ x 4 ½ ).

g) Finish (Hinges HTFBB199 4 ½ x 4 ½ x 630).

h) Fasteners (Hinges HTFBB199 4 ½ x 4 ½ x 630 x torx

with center security pin).

i) Indicate location of protection plates: Push side

or pull side.

j) Installation Notes, as written in this section, for

each hardware group.

5) Use a separate hardware group in Hardware Schedule that

lists attic stock hardware items, key cabinets, key control

system, special tools required to install hardware, lubricants,

and Operations and Maintenance Manuals.

b. Product Data: Furnish six copies of manufacturers’ catalog sheets,

specifications, sizing charts, and installation instructions, for each

item specified. Highlight information pertaining specifically to

product (s) submitted.

c. Submit finish samples from each manufacturer at time of shop

drawing submittal for approval.

3. Closeout Submittals Package: Submit as a complete package.

a. Operation and Maintenance Manuals: Furnish 2 hardcover three

ring binders with the project name and number displayed on the

front cover and spine. Include:

1) List of Manufacturers.

Updated 02/13/2012


2) Approved Finish Hardware Schedule.

3) Approved Manufacturers’ Product Data Sheets.

4) Manufacturer’s operation, installation, maintenance, and

repair instructions for each type of hardware furnished.

5) Templates for kind of hardware furnished.

6) Parts List for each type of finish hardware furnished.

7) Manufacturers’ dated written warranty for each type of

finish hardware furnished.

8) Certifications: Written certification from Company Field

Advisors that their products are installed according to

manufacturers’ printed installation instructions, are

operating properly, and manufacturers’ written warranty will

be in effect upon physical completion of the Work.

9) Special Tools: List of special tools required to install

hardware, and their purpose.

b. Special Tools:

1) At conclusion of finish hardware installation, turn over

to Director’s Representative 2 of each special tool

required to install hardware together with a list of these

tools and their purpose.

1.05 TEMPLATES

A. After receipt of approved submittals, furnish templates to affected trades, to

enable fabricators to make provision for finish hardware without delaying the

Work of the Project.

1.06 DELIVERY AND STORAGE

A. Coordinate delivery to avoid delay.

B. Clearly label each item for identification and installation location as it

corresponds to the approved Finish Hardware Schedule and subsequent

information bulletins.

C. Deliver hardware to the jobsite in the manufacturers’ original packages complete

with fasteners, parts, installation instructions, and templates required for proper

installation.

D. Inventory hardware at jobsite to identify shortages or backorders. Resolve

delivery shortages and damaged items prior to installing hardware.

E. Store finish hardware where directed by Director’s Representative. Provide

locked, dry storage for finish hardware.

1.07 QUALITY ASSURANCE

A. Hardware Distributor’s Qualification:

1. Hardware Distributor who has been in the business of furnishing, and/ or

installing finish hardware for a minimum of three years.

Updated 02/13/2012


2. Hardware Distributor shall have the DHI certified Architectural

Hardware Consultant prepare or certify the Finish Hardware Submittal

meets specification requirements, and the schedule is written accurately

and in accordance with DHI recommendations, and requirements of this

specification.

B. Company Field Advisors: Employ advisor(s) for continuous hinges, door bolts,

mortise locksets, surface overhead stops, door closers, and gaskets.

C. Installation Supervisor: Employ a qualified Installation Supervisor who will be

responsible to ensure approved finished hardware is installed, adjusted and

operates properly.

D. Installers: Employ experienced finish hardware installers who have been

regularly employed by a Company installing finish hardware for a minimum of 5

years.

E. Pre-submittal Conference: Before Finish Hardware Submittals are written for

submission, the Director’s Representative will call a teleconference to review

Finish Hardware Submittal requirements including but not limited to format,

cover sheet, headings, hardware sets, level of detail, installation notes,

description of operation, keying, and product data sheets. The Contractor, the

Finish Hardware Distributor, the Finish Hardware Detailer, and consulting

hardware designer, and OGS Designers shall attend. The OGS Finish Hardware

Reviewer shall conduct the conference.

F. On Site Pre-installation Conference: Before finish hardware installation begins, the

Director’s Representative will call a conference at the site to review Finish Hardware

Specifications, approved Finish Hardware Submittals, and to discuss requirements for

the Work including:

1. Hardware delivery and storage.

2. Hardware labeling by door number.

3. Hardware locations.

4. Potential location conflicts.

5. Hardware installation sequence and responsibility.

6. Required accessories and fasteners.

7. Continuous hinge installation.

8. Surface overhead stops and closer template and adjustments.

9. Special tools and maintenance items.

10. Hardware Closeout requirements.

11. Hardware Warranties.

G. Pre-installation Conference Attendance: The Construction Contractor, Company Field

Advisors, authorized Finish Hardware Installers, and the Finish Hardware Distributor’s

Architectural Hardware Consultant shall attend the conference. OGS’s Finish Hardware

Reviewer conducts the meeting. OGS designers and facility personnel may attend. The

Company Field Advisors will present installation instruction and advice.

H. Pre-Benchmark-Construction Meeting: Prior to the construction of the mock-up,

a meeting will be held at the site to review the requirements, and discuss the

Updated 02/13/2012


intent of the mock-up. The meeting will be scheduled by the Director’s

Representative and conducted by the Hardware Designer. The meeting shall be

attended by the Director’s Representative, the Hardware Designer, the

Contractor’s onsite foreman, the person supervising this phase of the Work (if

different), and the person (people) who will be performing the work.

I. Construction of Benchmark: Before installing portions of the Work requiring

benchmarks, install benchmarks for each form of construction required to

comply with the following requirements, using materials indicated for the

completed Work.

1. Build hardware benchmark in door and frame assembly, specified in

section 081102, in locations as directed, and include continuous hinge,

lockset, closer, surface overhead stop and gaskets.

2. Notify the Director’s Representative in advance of dates and times when

benchmark will be constructed.

3. Install benchmark with supervisor oversight and workers who will be

employed during the construction of the Work.

4. Construct benchmarks using the exact materials, products, methods, and

workmanship that were approved for the Work.

5. Obtain Director’s Representative’s approval of benchmarks before

starting work, fabrication, or construction.

6. Maintain benchmarks during construction in an undisturbed condition as

a standard for judging the completed Work.

7. Failure to maintain this standard of quality will be cause for rejection of

the Work.

8. Benchmark may be used in the Work unless otherwise indicated.

J. Uniformity of Hardware and Single Source Responsibility: For each kind of

hardware provide product(s) of a single manufacturer.

K. Size Variations: Manufacturers’ products may vary slightly from sizes specified

except where minimum size or thickness is specified.

1.08 WARRANTY

A. Manufacturer’s Warranty: Ten year minimum warranty for door closers.

B. Manufacturer’s Warranty: Three year minimum for locksets.

1.09 MAINTENANCE

A. Special Tools: At the conclusion of finish hardware installation, turn over to

Owner’s Representative 2 sets of each special tools required for proper

installation and adjustment of hardware, together with a list of these tools and

their purpose.

Updated 02/13/2012


B. Lubricants: Provide manufacturer’s recommended lubricants for locksets and

closers sufficient for 1 year of maintenance. Turn over to Director’s

Representative.

PART 2 PRODUCTS

2.01 ACCESSORIES

A. Provide brackets, plates, arms, spacers, and special templates to mount door

closers in combination with overhead stops and coordinators, on narrow top rails

and for special ceiling and jamb conditions.

B. Provide curved lip strikes, with wrought boxes, specific to individual lock

functions. Universal strikes that fit a variety of lock functions are not acceptable.

2.02 FASTENINGS

A. Provide fasteners that harmonize with finish hardware material and finish.

B. Provide torx center pin security fasteners for exposed hardware, including full

mortise hinges.

C. Provide machine screws for hardware secured to metal; and machine screws and

metal expansion shields for attachment to masonry substrates. Self-tapping or

self-drilling screws are not acceptable.

D. Provide undercut shallow head torx center pin security fasteners where necessary

for proper seating.

E. Attach door closers and overhead stops with sex bolts.

2.03 MATERIALS AND FINISHES

A. General: Requirements for design, grade, function, finish, size, and other

distinctive qualities of each type of finish hardware are indicated in this section

and in the Hardware Groups.

B. Continuous Hinges

1. Full height barrel-type manufactured from 14-gauge 304 stainless steel.

2. .25” diameter stainless steel pins.

3. Provide hinges without covers.

C. Locks, Latches and Bolts

1. Comply with UL requirements for throw of bolts and latch bolts on rated

fire openings.

2. Provide 3/4” minimum throw on other latch bolts.

3. Provide 1” minimum throw deadbolts.

Updated 02/13/2012


D. Closers and Door Control Devices

1. Closer bodies: Provide closer bodies with the same hole template

pattern regardless of type or application.

2. Closer arms: Non-handed forged steel.

3. Closer size: Provide sized closers.

4. Provide all-weather fluid to eliminate seasonal adjustment of closer

speed.

5. Powder coat closer body, arm, and adapter plate or pre-treat closer body,

arm, and adapter plate with rust-inhibiting coating before painted finish

is applied.

2.04 FINISH HARDWARE

A. MANUFACTURERS

ST Stanley

SC Schlage

RO Rockwood

KA KABA lock

BE Best

PR Precision

NG National Guard

LC LCN

GJ Glynn Johnson

B. HARDWARE SETS

SET # 1 Storage / Locker Room

3 Ea. Hinges FBB168 4 ½” x 4 ½ NRP ST 613

1 Ea. Storeroom Lock 45H-7D16M BE 690

1 Ea. Cylinder To Suit Lockset and Existing Key Sys. BE 690

1 Ea. Door Closer 4011T x SRI LC 690

1 Ea. Kickplate K1062 10” x 1.5” LDW B4E RO 613

1 Ea. Wall Stop 409 RO 613

3 Ea. Silencers 1229A







1 Ea. Overhead Stop GJ810-S Series GJ 613


Updated 02/13/2012






1 Ea. Door Closer 4110 EDA x ST-3447 x SRI LC 690




























SET # 7 Stairwell Pair (Rated)


2 Ea. Exit Devices FL2105 x V4905B PR 613

1 Ea. Rem Mullion FLKR822 PR 690

3 Ea, Cylinders To Suit Lockset and Existing Key Sys. BE 690

2 Ea. Door Closer 4010T x SRI (180° Swing) LC 690

Updated 02/13/2012


2 Ea. Wall Mount HO Supplied by Fire Alarm Contractor

2 Ea. Kickplate K1062 10” x 1” LDW B4E RO 613

2 Ea. Mop Plate K1062 6” x 1” LDW B4E RO 613

1 Set. Perimeter Seal 5075C NG

1 Ea. Mullion Seal 5100N x Height NG

Wall mount hold opens allow the doors to be left in the held open position when required,

Activation of Fire Alarm releases the hold opens to allow the doors to close and latch. Trim on

exit device can be left in the locked or unlocked position by valid key.

SET # 8 Corridor Pair (Rated)



1 Ea. Exit Devices FL2701 PR 613









Activation of Fire Alarm releases the hold opens to allow the doors to close and latch. Trim on


SET # 9 Pair Storage / Locker Room





1 Set Flushbolts 550 RO 613




SET # 10 Wire Cage

1 Ea. Padlock 11B-772T XSPL ST 606


SET # 11 Existing Door



Updated 02/13/2012












1 Ea. Passage Set 45H-ON16M BE 690






SET # 14 Electrical


1 Ea. Exit Device FL2303 x 1703C BE 613

1 Ea. Cylinder To Suit Trim and Existing Key Sys. BE 690







1 Ea. Exit Device FL2114 x V4914B





SET # 16 Stairwell Single (Rated)






Updated 02/13/2012


1 Ea. Kickplate K1062 10” x 1 ½ ” LDW B4E RO 613



Wall mount hold open allow the doors to be left in the held open position when required,

Activation of Fire Alarm releases the hold open to allow the doors to close and latch. Trim on



1 Ea. Cont Hinge FM300HT x Door Height MK 630

x Tack Welded top/bottom pins








Activation of Fire Alarm releases the hold open to allow the doors to close and latch. Trim on


SET # 18 Storage






SET # 19 Storage






SET # 20 Display Cabinet


1 Ea. Deadbolt 48H-7L BE 690


SET # 21 Multi Use Toilet


Updated 02/13/2012


1 Ea. Deadbolt 48H-7R BE 690



1 Ea. Door Pull 110 x 70C 4” x 16” RO 613

1 Ea. Push Plate 70C 4” x 16” RO 613





SET # 22 Office


1 Ea. Office Lock 45H-7A16M BE 690




SET # 23 Exterior Store Front



1 Set. Push / Pulls BF152 x BF152 x BTB Mounting RO 613

1 Ea. Deadbolt MS1850S x Thumb Turn AR 690




1 Ea. Weatherstrip Supplied By Door Manufacturer

1 Ea. Door Bottom Supplied By Door Manufacturer

1 Ea. Threshold Supplied By Door Manufacturer

SET # 24 Vestibule Secure

1 Ea. Cont Hinge FM300HT x EPT x Door Height MK 630


1 Ea. Exit Devices MLR-TDS 2303 x 1700C PR 613

1 Ea. Magnetic Lock M490P SC 613


1 Ea. Door Closer 4110 EDA x SRI LC 690



1 Ea. Power Supply ELR152 PR Pr

1 Ea. Power Transfer EPT-12C PR 689

1 Ea. Door Position Sw 7764 SC

1 Ea. Weatherstrip 700N x Perimeter x Torx NG BR

Updated 02/13/2012


Door is normally in the locked position preventing entry. Exit device can be momentarily

retracted to allow entry by switching in guard booth or valid credential with access control

software. Entry is interlocked with exterior door. Door monitored by Door Position Switch. Free

egress at all times unless Egress is restricted by magnetic lock controlled by guard booth

personnel.

SET # 25 Interior Secure



1 Ea. EL Lockset 45H-7DEU16M RX x 24VDC BE 690

Power supplied by access control








Door is normally in the locked position preventing entry. Exterior trim on lockset can be

momentarily unlocked to allow entry by valid credential with access control software. Door

monitored by Door Position Switch. Free egress at all times.

SET # 26 Exterior Exit Only



1 Ea. Exit Devices 2301 Exit Only PR 613





1 Ea. Door Bottom 200N x DW NG BR

1 Ea. Threshold 425 AL x DW NG CA

Co-ordinate Jamb Depth.

Door is exit only preventing entry. Door is monitored by Door Position Switch.

Free egress at all times.

SET # 27 Equipment Storage Pair


1 Ea. Classroom Lock 45H-7R16M BE 690




2 Ea. Overhead Hold GJ810-H Series GJ 613


Updated 02/13/2012


SET # 28 Equipment Storage Single




1 Ea. Kickplate K1062 10” x 11/2” LDW B4E RO 613

1 Ea. Overhead Hold GJ810-H Series GJ 613


SET # 29 Equipment Storage Single







SET # 30 Single Use Toilet


1 Ea. Privacy Lock 45H-0L16M BE 690



SET # 31 Pair Hold Open


1 Ea. Passage Set 45H-ON16M BE 690








Activation of Fire Alarm releases the hold open to allow the doors to close and latch. When

closed and locked Valid Credential in Wireless lock will allow entry. Free egress at all times

SET # 32 Classroom





Updated 02/13/2012



2 Ea. Overhead Hold GJ810-H Series (110° Hold) GJ 613


SET # 33 Office


1 Ea. Office Lockset 45H-7A16M BE 690










1 Ea. Wall stops 409 RO 613


SET # 35 Storage








SET # 36 Single Passage


1 Ea. Passage Set 45H-0N16M BE 690



SET # 37 Stairwell Single (Rated)


1 Ea. Exit Devices FL2305 x 4905B PR 613



1 Ea. Kickplate K1062 10” x 1 ½ ” LDW B4E RO 613


Updated 02/13/2012



SET # 38 Overhead / Coiling Doors / HQ Vault

All hardware by door supplier

SET # 39 Doors Removed

No Hardware Required

SET # 40 SIPRNET



1 Ea. EL Lockset DKXL-10 5340-01-626-0087 KA 690

Power supplied by access control







SET # 41 Double Egress (Rated)










Activation of Fire Alarm releases the hold opens to allow the doors to close and latch.

No locking consideration.

SET # 42 Pair Hold Open









Updated 02/13/2012




closed and locked Valid Credential in Wireless trim will allow entry. Free egress at all times

SET # 43 Equipment Storage Single Rated








SET # 44 Exterior Exit Only Pair



2 Ea. Exit Devices FL2301 Exit Only PR 613

1 Ea. Rem Mullion FLKR822 PR 690





2 Ea. Door Bottom 200N x DW NG BR

1 Ea. Threshold 425 AL x DW NG CA

Co-ordinate Jamb Depth.

Door is exit only preventing entry. Door is monitored by Door Position Switch.

Free egress at all times.

SET # 45 Existing Exterior Access Control

1 Ea. Cylinder To Suit Lockset and Existing System BE 690

1 Ea. Electric Strike 6100 x 12 VDC VD 613

1 Ea. Position Switch 7766 SC BRN

Balance of Hardware existing

SET # 46 Keying equipment and spares

1 Ea. Key Combinator AD433 To Suit Keyway Supplied BE

1 Ea. Key Combinating Kit To suit keying system. BE

20 Ea, Cores To Suit Lockset and Existing Key Sys. BE 690

200 Ea. Key Blanks To Suit Keyway Supplied BE

1 Ea. Key Control Software Best Keystone BE

Supply most current version at the time of acquisition

Updated 02/13/2012


The following Hardware Sets are to replace the sets above with the same number for use

when pricing Alternate 3.

ALT-SET # 1 Storage / Locker Room


1 Ea. Wireless Lockset 45HQ-7DV16PM BE 690
























ALT-SET # 12 Pair Storage / Locker Room









ALT-SET # 14 Electrical


Updated 02/13/2012


1 Ea. Exit Device FL2303 BE 613


1 Ea. Wireless Trim EXQ-7EV14DV





ALT-SET # 18 Wireless Locks






ALT-SET # 19 Wireless Locks






ALT-SET # 31 Pair Hold Open











closed and locked Valid Credential in Wireless lock will allow entry. Free egress at all times

ALT-SET # 32 Classroom






2 Ea. Overhead Hold GJ810-H Series (110° Hold) GJ 613


Updated 02/13/2012










ALT-SET # 35 Storage








ALT-SET # 42 Pair Hold Open




1 Ea. Wireless Trim EXQ-7EV14DV BE 690








closed and locked Valid Credential in Wireless trim will allow entry. Free egress at all times

ALT-SET # 47 WiQ Network

30 Ea. Gateway WQX-PG-C-B ST

30 Ea. Antenna WQD-ACMO/AWMD ST

Quantity listed to be used for bid purposes. Actual quantity to be confirmed

by survey performed by Best Lock representative familiar with the system.

1 Ea, Access Software WQS-SWAT ST

1 Ea. Reader Upgrade QS-12845-64 ST

1000 Ea. HID Proximity Cards 1326 ST

2.05 KEYING

Updated 02/13/2012


A. Continue existing Best Lock key system established for Facility.

1. Stamp key symbol on one side of key, and “Do Not Duplicate” on other

side of key.

3. Furnish one copy of factory bitting list to facility.

4. Factory key cylinders.

5. Furnish 3 cut keys for each master key.

6. Furnish 7 cut keys for each keyed lockset.

7. These cut key quantities are for bidding purposes only. Actual number

of cut keys required will be determined at keying meeting.

8. When lockset and cylinder are by different manufacturers, identify and

furnish correct cylinder cam to operate lockset.

9. Provide compression rings and spacers to achieve proper spacing

relationship between cylinder and face of door.

B. Keying Conference

1. Immediately following contract award, Director’s Representative

will schedule a keying conference to develop a written key

schedule that reflects Facility’s specific keying requirements.

Facility Representative(s), Hardware Distributor, Consulting Hardware

Designer, and OGS’s Hardware Designer will attend.

2. Incorporate this schedule in Finish Hardware Submittals for approval.

C. Training

1. Provide Best Lock factory training to client’s personnel in the use of Best

rekeying equipment, key cutting equipment and Keystone software

management,

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine doors and frames and related items for conditions such as, but not

limited to, incorrect handing, hardware preparation, misaligned lock and strike

preparations, that would prevent proper application of finish hardware. Do not

proceed until defects are corrected.

B. Report conditions or hardware applications that are incorrect to the Director’s

Representative.

3.02 INSTALLATION

A. Do not proceed with installation of finish hardware prior to attending referenced

pre-installation conference.

B. Best Lock Wireless locks:

Portals and Software to be installed by factory certified personnel to insure a

fully functioning system. Commissioning and end user training is to be included.

Updated 02/13/2012


C. Installation Sequence: Use proper installation sequence, i.e., install coordinators,

and overhead stops and holders before surface mounted door closers.

D. Install hardware in accordance with manufacturer’s printed installation

instructions, and adjust for smooth operation, free of sticking, binding or rattling.

1. Template surface overhead stops and holders for proper operation

2. Template and adjust closers for proper operation.

E. Use proper tools and methods to prevent scratches, burrs or other defacement.

F. Threshold Installation:

1. Drill holes 3 inches from each end of threshold and intermediate holes

12 inches maximum o.c. for required fasteners. Prepare holes for

countersunk fasteners.

2. Level and align thresholds with frames and doors. Where required, use

non-corrosive shims.

3. Exterior Doors: Set thresholds in a solid bed of Type 3 sealant.

4. Secure thresholds to substrate with countersunk fasteners.

G. Door Bottom Installation:

1. Mount sweep type door bottom protection/drip caps on exterior side of

doors.

2. Before mounting apply Type 2 sealant on the back side of bearing

surface. Secure to door with required fasteners.

H. Gasket Installation:

1. Install continuous stripping at each opening without unnecessary

interruptions.

2. Where fasteners are required, secure fasteners for stripping and seals so

they will not work loose during door operation. Exposed heads of

fasteners shall be free of sharp edges.

3. Coordinate meeting stile gasket with hardware before installation.

4. Install units plumb and level at the optimum location to maintain a

permanent effective seal.

I. After installation, cover and protect hardware to prevent damage during

remaining construction. Remove protection upon completion of construction.

3.03 LOCATIONS

A. Locate hardware as follows:

1. Door Closers: Template for maximum door swing allowed by wall

placement and jamb conditions. Where overhead stop prevents door

from swinging to wall, template the closer to exceed degree of opening

allowed by overhead stop.

2. Protection Plates: 1/8 inch from door bottom.

3. Wall Stops: Centerline of bumper to match centerline of locking trim.

3.04 FIELD QUALITY CONTROL

Updated 02/13/2012


A. Post Installation Review: After hardware is adjusted for proper operation,

Director’s Representative will hold a Post-Installation Review with the

Contractor, Hardware Designer, Company Field Advisors, Hardware Distributor

and Hardware Installers.

1. Physically inspect to verify proper application, installation, adjustment

and operation of finish hardware, and in particular that:

a) Latches engage freely without binding. Filing of strike plates to

relieve latch bind is not acceptable.

b) Closers are adjusted for proper spring power; sweep speed,

latching speed; and hydraulic back check.

c) Locations and proper attachment of installed protective

hardware are as specified.

d) There is no field modification of fasteners.

e) Damaged fasteners are replaced.

2. Defective hardware is repaired or replaced.

3. Hardware is to be left clean and free from disfigurement.

B. Turn referenced Operations and Maintenance Manuals over to Facility through

Director’s Representative.

END OF SECTION

BTH

Updated 09/20/18


Revised 8/04/2020

SECTION 232000

HVAC PIPING

PART 1 GENERAL

1.01 RELATED WORK SPECIFIED ELSEWHERE

A. Through Penetration Firestops: Section 078400.

B. Sealants: Section 079200.

1.02 SUBMITTALS

A. Product Data:

1. Catalog sheets and specifications indicating manufacturer name, type,

applicable reference standard, schedule, or class for specified pipe and

fittings.

2. Material Schedule: Itemize pipe and fitting materials for each specified

application in Pipe and Fittings Schedule in Part 3 of this Section.

Where optional materials are specified indicate option selected.

B. Quality Control Submittals:

1. Installers Qualification Data:

a. Welder Qualification Data: Copies of certification; include

names, home addresses.

b. Welding Procedures:

1) Copy of QW-482 “Suggested Format for Welding

Procedure Specification (WPS)” for all welders for all

weld types.

2) Copy of QW-483 “Suggested Format for Procedure

Qualification Record (PQR)” as specified in Welding

Quality Assurance below for all weld types.

c. Welders’ Certificates:

1) Copy of QW-484 “Suggested Format for Manufacturer’s

Record of Welder or Welding Operator Qualification

Tests (WPQ)” for all welders for all weld types.

d. Brazer Qualification Data for Refrigerant Piping: State

refrigerant piping brazing experience; include names, home

addresses and social security numbers of brazers.

2. Quality Control Submittals (for Hydraulic Press Joints, if used): Copy

of hydraulic press fitting manufacturer’s printed field inspection

procedures for hydraulic press joints in copper tubing.


Updated 09/20/18


A. Qualifications of Welding Procedures, Welders and Welding Operators: Comply

with the following:

1. American Welding Society Standard AWS B 2.1.

B. Welding Procedures:

1. Record in detail and qualify the Welding Procedure Specifications for

every welding procedure that is proposed to be used for the Project.

2. Develop procedures for all metals included in the work.

3. Qualify the procedures for making transition welds between different

materials, or between plates or pipes of different wall thickness.

4. Qualification for each welding procedure shall conform to the

requirements of ASME B31.1, and as specified herein.

5. Describe the method for each system including the number of beads, the

volts, the amperes, and the welding rod for various pipe thicknesses and

materials.

6. The welding procedures shall specify end preparation for butt welds

including cleaning, alignment, and root openings.

7. Preheat, interpass temperature control, and postheat treatment of welds

shall be as required by approved welding procedures, unless otherwise

indicated or specified.

8. Approval of any procedure does not relieve the Contractor of the sole

responsibility for producing acceptable welds.

9. Welding procedures shall be identified individually and shall be clearly

referenced to the type of welding required for this project.

10. These procedures shall be the same as those used for all pipe welder

qualification tests, all shop welds, and all field welds.

11. Provide procedure qualification records for all proposed Welding

Procedure Specifications (WPS).

C. Welder Qualification:

1. WPQs:

a. Provide welder qualifications for each welder for each weld

type.

b. Recommended to use ASME Form E00008, QW-484

“Suggested Format for Manufacturer’s Record of Welder or

Welding Procedure Qualification Tests (WPQ).”

2. Perform WPQs under the witness of an independent agency.

a. The witness shall be a representative of an independent testing

agency, Authorized Inspector, or consultant, any of which must

be approved by the National Certified Pipe Welding Bureau.

b. The qualifying test segment must be a 2 inch nominal pipe size

with wall thickness within range of the WPS.

c. Tests position shall be “6G” per ASME Section IX.

3. Evidence of Continuity: Welder qualifications must be current.

a. If the qualification test is more than 6 months old, provide

record of welding continuity for each welder.

b. Record of welding continuity shall show that the welder in

question has performed welding to the procedure in question

without a 6-month continuous span of inactivity since the date

that the welder qualification test was passed for the submitted

welding procedure.

Updated 09/20/18


c. Record of welding continuity shall include, at a minimum, the

welder’s employer name and address, the date the welder

qualification test was passed, and the dates indicating welding

continuity including welding procedure for each date.

D. Weld Records:

1. For all welding within the scope of ASME B31.1, submit for approval an

administrative procedure for recording, locating, monitoring, and

maintaining the quality of all welds to be performed on the project.

a. The weld record shall include but not be limited to drawings and

schedules identifying location of each weld by individual

number, identification of welder who performed each weld by

individual welder’s name, stamp number, date and WPS used.

2. After achieving qualification, but before being assigned work, each

qualified person shall be assigned an identifying number by the

Contractor to be used to identify all of their welds.

a. A list of qualified persons with their respective numbers shall be

submitted and maintained accurately with deletions and

additions reported promptly.

3. Upon completing a joint, the welder shall mark the pipe not more than 6

inches from the weld with the identifying number and the last two digits

of the year in which the work was performed.

a. Make identification marks with a rubber stamp or felt-tipped

marker with permanent, weatherproof ink or other methods

approved by the Director’s Representative that do not deform

the metal.

b. Place identification marks for seam welds adjacent to the welds

at 3-foot intervals.

c. Identification by die stamps or electric etchers is not acceptable.

d. Provide required markers. Substitution of a map of welds with

welders’ names is not acceptable.

4. Maintain a constantly updated log available to the Director’s

Representative at all times.

E. Qualifications of Brazers: Comply with the following:

1. Certification of brazing operators by recognized authorities which

require a qualification test.

2. Refrigerant Piping: The persons performing the brazing and their

Supervisors shall be personally experienced in refrigerant piping brazing

procedures.

F. Qualifications for pressure seal joints:

1 Installers of Pressure-Sealed Joints: Installers shall be certified by

pressure-seal joint manufacturer as having been trained and qualified to

join piping with pressure-seal pipe couplings and fittings.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Pipe Storage:

1. Upon the receipt of each shipment of pipe on the job, maintain the pipe

marking, and store pipe in accordance with ASTM material

Updated 09/20/18


specifications, and method of manufacture (seamless, etc.) of each

length of pipe.

2. Pipe markings shall be clearly readable at the time of pipe installation.

3. If at the time of its installation, any length of pipe not readily identifiable

will be subject to rejection, or arbitrary downgrading by the Director’s

Representative to the lowest grade which has been received on the job to

that date.

4. Provide factory-applied plastic end-caps on each length of pipe and tube,

except for concrete, corrugated metal, bell and-spigot, and clay pipe.

a. Maintain end-caps through shipping, storage and handling to

prevent pipe-end damage and prevent entrance of dirt, debris,

and moisture.

PART 2 PRODUCTS

2.01 PERFORMANCE REQUIREMENTS

A. Hydronic piping components and installation shall be capable of withstanding

the following minimum working pressure and temperature unless otherwise

indicated:

1. Hot-Water Heating Piping: 80 psig at 200 deg F

2. Chilled-Water Piping: 80 psig at 200 deg F

3. Dual-Temperature Heating and Cooling Water Piping: 80 psig at 200

deg F

4. Makeup-Water Piping: 80 psig at 150 deg F

2.02 STEEL PIPE AND FITTINGS

A. Standard Weight Schedule 40 or Extra Heavy Weight Schedule 80, Black or

Galvanized Steel: ASTM A 53, Grade B, Type E or S, or ASTM A 135.

B. Bending, Coiling, Flanging and Other Special Services: ASTM A 53, Grade A,

Type E or S, or ASTM A 135.

C. Grooved End Type: Schedule 40, ASTM A 53, Grade B, Type F for sizes 3/4

inch to 1-1/2 inch, and Type E or S for sizes 2 inch to 24 inch; or ASTM A 135.

D. Flanges, Welding Neck Type, Same Pressure Rating as Adjoining Pipe: ASME

B16.5.

E. Weld Fittings, Carbon Steel:

1. Butt Welding Type: ASME B16.9.

a. Allied Piping Products Co., Inc.’s Branchlets, Type 1 or 2.

b. Bonney Forge Corp.’s Weldolets.

2. Socket Welding Type: ASME B16.11.

a. Allied Piping Products Co., Inc.’s Branchlets, Type 1 or 2.

b. Bonney Forge Corp.’s Thredolets or Sockolets.

F. Malleable Iron, Steam Pattern Threaded Fittings:

Updated 09/20/18


1. 150 lb Class: ASME B16.3.

2. 300 lb Class: ASME B16.3.

G. Cast Iron Fittings:

1. Flanged Fittings and Threaded Flanges: ASME B16.1.

a. Standard Weight: Class 125.

b. Extra Heavy: Class 250.

H. Unions: Malleable iron, 250 lb class, brass to iron or brass to brass seats.

I. Couplings: Same material and pressure rating as adjoining pipe, conforming to

standards for fittings in such pipe. Use taper tapped threaded type in screwed

pipe systems operating in excess of 15 psig.

J. Nipples: Same material and strength as adjoining pipe, except nipples having a

length of less than one inch between threads shall be extra heavy.

2.03 COPPER AND BRASS PIPE, TUBING AND FITTINGS

A. Copper Tube, Types K, L and M: ASTM B 88.

B. ACR Tube: ASTM B 280.

C. Wrot Copper Tube Fittings, Solder Joint: ASME B16.22.

D. Cast Copper Alloy Tube Fittings, Solder Joint: ASME B16.18.

E. Flared Tube Fittings:

1. Refrigerant Tube Type: SAE J513.

F. Flanges: Conform to the Standards for fittings used in systems.

1. Brazing Flanges: ASME B16.24, hubs modified for brazing ends.

G. Unions: Cast bronze, 150 lb Class, bronze to bronze seats, threaded or solder

joint.

H. Refrigerant Line Kits: Soft-annealed copper suction and liquid lines factory

cleaned, dried, pressurized, and sealed; factory-insulated suction and liquid line

with flared fittings at both ends.

1. Minimum Insulation Thickness: 1/2 inch (13 mm).

2.04 PEX TUBE AND FITTINGS

A. PEX Distribution System: PEX-a Piping, ASTM F 877, SDR 9 tubing.

1. Basis-of-Design Product: Subject to compliance with requirements,

provide Uponor; PEX-Piping or comparable products.

B. Fittings for PEX Tube:

1. Basis-of-Design Product: Subject to compliance with requirements,

provide Uponor: PEX Tube Fittings or comparable products.

Updated 09/20/18


2. Fittings for "Fittings for PEX Tube" subparagraph below are available in

NPS 3/8 to NPS 3 (DN 10 to DN 75) and must be used with PEX-a

(Engel Method) tube.

3. Fittings for PEX Tube: ASTM F 1960, cold expansion fittings with PEX

Reinforcing Rings.

2.05 PVC PIPE AND FITTINGS

A. Comply with NSF 14, "Plastics Piping Systems Components and Related

Materials," for plastic piping components. Include marking with "NSF-dwv" for

plastic drain, waste, and vent piping

B. Solid-Wall PVC Pipe: ASTM D 2665, drain, waste, and vent.

C. PVC Socket Fittings: ASTM D 2665, made to ASTM D 3311, drain, waste, and

vent patterns and to fit Schedule 40 pipe.

D. Adhesive Primer: ASTM F 656.

E. Solvent Cement: ASTM D 2564.

2.06 HYDRAULIC PRESS FITTINGS FOR COPPER TUBING

A. Acceptable Fittings:

1. ProPress by Viega, 301 N. Main, Wichita, KS 67202, (877) 843-4262,

www.viega.com.

B. Operating Conditions:

1. Maximum Operating Pressure: 200 psi.

2. Operating Temperature Range: 0-250 degrees F.

3. Maximum Test Pressure: 600 psi.

4. Maximum Vacuum: 29.2 inches hg @ 68 degrees F.

C. Features:

1. Fittings: Copper and copper alloy conforming to material requirements

of ASME B16.18 or ASME B16.22.

a. Stainless Steel Grip Ring: Adds strength to the joint without

collapsing the interior passageway.

2. No flame for soldering required for installation of fittings and valves.

3. Unpressed connections identified during pressure testing when water

flows past sealing element.

4. Sealing Elements: Factory installed, EPDM.

5. Fittings that have been pressed can be rotated. If rotated more than 5

degrees, the fitting must be repressed to restore its resistance to

rotational movement.

6. Extended fitting end lead allows for twice the retention grip surface, and

assists with proper tube alignment.

7. Soldered adapter fittings are not allowed.

Updated 09/20/18


2.07 COUPLINGS AND FITTINGS FOR GROOVED END PIPE

A. Couplings: Grinnell Corp.’s Rigidlok Fig. 7401, or Victaulic Co.’s Zero-Flex

Style 07, having minimum pressure rating of:

1. 750 psi from 1-1/2 inch to 4 inch.

2. 700 psi for 6 inch.

3. 600 psi for 8 inch.

B. Couplings: Gustin-Bacon Inc.’s No. 100 Gruvagrips, or Victaulic Co.’s Style 77,

having pressure rating of:

1. 1000 psi for 3/4 inch to 6 inch.

2. 800 psi for 8 inch to 12 inch.

3. 300 psi for 14 inch to 24 inch.

C. Fittings: By same manufacturer as couplings, having pressure ratings equal to or

greater than couplings. Comply with the following standards:

1. Steel: ASTM A 53 or A106, Grade B.

2. Malleable Iron: ASTM A 47.

3. Ductile Iron: ASTM A 536.

2.08 JOINING AND SEALANT MATERIALS

A. Thread Sealant:

1. LA-CO Industries’, Slic-Tite Paste with Teflon.

2. Loctite Corp.’s No. 565 Thread Sealant.

3. Thread sealants for potable water shall be NSF approved.

B. Solder: Solid wire type conforming to the following:

1. Type 2: Lead-free tin-silver solder (ASTM B 32 Alloy Grade Sn 96);

All-State Welding Products Inc.’s 430, Engelhard Corp.’s Silvabrite, or

2. Type 3: Lead-free tin-silver solder (ASTM B 32 Alloy Grade E, AC, or

HB); Engelhard Corp.’s Silvabrite 100, Federated Fry Metals’ Aqua

Clean, or J.W. Harris Co. Inc.’s Stay-Safe Bridgit.

C. Soldering Flux for Soldered Joints: All-State Welding Products Inc.’s Duzall,

Engelhard Corp.’s General Purpose Liquid or Paste, Federated Fry Metals’

Water Flow 2000, or J.W. Harris Co. Inc.’s Stay-Clean.

D. Brazing Alloys:

1. Type 1: AWS A5.8, Class BCup-5, for brazing copper to brass, bronze,

or copper; Engelhard’s Silvaloy 15, J.W. Harris Co. Inc.’s Stay-Silv 15,

and Handy & Harman’s Sil-Fos.

2. Type 2: AWS A5.8, Class BAg-7, for brazing copper to steel or

stainless steel; Engelhard’s Silvaloy-56T, J.W. Harris Co. Inc.’s Safety-

Silv 56, and Handy & Harman’s Braze 560.

E. Brazing Flux: AWS Type FB3A; Handy & Harman’s Handy Flux or J.W. Harris

Co. Inc.’s Stay-Silv.

F. Electrodes and Welding Rods:

Updated 09/20/18


1. Electrodes for Use in Arc Welding: Heavily coated, not larger than 3/16

inch diameter exclusive of coating, unless otherwise approved.

2. Welding Rods: Free flowing when fused, so as to avoid excessive

puddling.

3. Electrodes for Welding Stainless Steels: Coated and used with reverse

polarity.

4. Filler material shall conform to the appropriate AWS-ASTM

specification.

G. Flange Gasket Material:

1. For Use with Cold Water or Chilled Water: 1/16 inch thick rubber.

2. For Use with Hot Water: Waterproofed non-asbestos mineral or ceramic

fiber, or a combination of metal and waterproofed non-asbestos mineral

or ceramic fiber, designed for the temperature and pressures of the

piping systems in which installed.

H. Flange Bolts, Washers and Nuts

1. Bolts: High strength, ASTM A 193 B7.

2. Washers: ASTM F436 Structural Type 1 hardened steel flat hot dipped

galvanized.

3. Nuts: ASTM A194 2H.

I. Gaskets for Use With Grooved End Pipe and Fittings: Type and materials as

recommended and furnished by the fitting manufacturer, for the service of piping

system in which installed.

J. Anti-Seize Lubricant: Bostik Inc.’s Never Seez or Dow Corning Corp.’s

Molykote 1000.

2.09 PACKING MATERIALS FOR BUILDING CONSTRUCTION PENETRATIONS

A. Oiled Oakum: Manufactured by Nupak of New Orleans, Inc., 931 Daniel St.,

Kenner, LA 70062, (504)466-1484.

B. Mechanical Modular Seals: Thunderline Corp.’s Link Seal wall and floor seals

designed for the service of piping system in which installed.

2.10 DIELECTRIC CONNECTORS

A. Dielectric Fitting: Bronze ball valve with end connections and pressure rating to

match associated piping, brass nipples, 3” min.

1. Nipples with inert non-corrosive thermoplastic linings are not

acceptable.

B. Flange Electrical Insulation Kit: Consisting of dielectric sleeves and washers,

and dielectric gasket.

1. Water Applications:

a. Heating Hot Water: Rated 150 psi at 250 degrees F: ANSI

Class 300, full faced durlon gasket with bolt holes, double

Updated 09/20/18


durlon washers, and durabla sleeves; Model 300 by APS,

Lafayette, LA 70596, (337) 233-6116.

2.11 PIPE SLEEVES

A. Type A: Schedule 40 steel pipe.

B. Type B: No. 16 gage galvanized sheet steel.

C. Type C: Schedule 40 steel pipe with 1/4 inch steel collar continuously welded to

pipe sleeve. Size steel collars as required to span a minimum of one cell or

corrugation, on all sides of the rough opening thru the metal deck.

D. Type D: No. 16 gage galvanized sheet steel with 16 gage sheet steel metal collar

rigidly secured to sleeve. Size metal collars as required to span a minimum of

one cell or corrugation, on all sides of the rough opening thru the metal deck.

2.12 FLOOR, WALL AND CEILING PLATES

A. Cast Brass: Solid type with polished chrome plated finish and set screw.

1. Series Z89 by Zurn, 929 Riverside Drive, Grosvenordale, CT 06255,

(800) 243-1830.

2. Model 127XXXX by Maguire Mfg., Cheshire CT 06410, (203) 699-

1801.

B. Stamped Steel: Split type, polished chrome plated finish, with set screw.

1. Figures 2 and 13 by Anvil International, Portsmouth, NH 03802, (603)

422-8000.

C. Cast Iron or Malleable Iron: Solid type, galvanized finish, with set screw:

1. Model 395 by Anvil International, Portsmouth, NH 03802, (603) 422-

8000.

2. Model 900-016XX by Landsdale International, Westville, NJ 08093,

(800) 908-0523.

PART 3 EXECUTION

3.01 INSTALLATION - GENERAL

A. Install piping at approximate locations indicated, and at maximum height.

B. Install piping clear of door swings, and above sash heads.

C. Make allowances for expansion and contraction.

D. Allow for a minimum of one inch free air space around pipe or pipe covering,

unless otherwise specified.

E. Install vertical piping plumb.

Updated 09/20/18


F. Use fittings for offsets and direction changes, except for Type K soft annealed

copper tube.

G. Cut pipe and tubing ends square; ream before joining.

H. Threading: Use American Standard Taper Pipe Thread Dies.

1. Thread brass pipe with special threading dies.

I. Make final connections to equipment with unions, flanges, or mechanical type

joint couplings.

3.02 WATER PIPING SYSTEMS

A. Pitch:

1. Pitch horizontal piping 1/8 inch per 10 feet in direction indicated on

drawings. When direction of flow is not indicated, pitch supply piping

up in direction of flow and return piping downward in direction of flow.

2. Pitch single pipe systems up in direction of flow 1/8 inch per 10 feet.

B. Air Vents: Install air vents at locations indicated on the drawings, and at each

high point in system. Use manually operated air vents, unless otherwise

indicated.

C. Drains:

1. Install piping to be completely drainable. Provide drains at low points,

consisting of a 1/2 inch valve with a hose bibb connection, and at the

following locations and equipment:

a. In each section of piping separated by valves.

b. For each riser, where riser or runout to riser has a valve

installed.

c. For each heating cooling unit, having valves in supply and return

connections.

d. In low point of piping to each down fed convector or radiator.

D. Runouts: Connect runouts to upfeed risers to top of mains, and runouts to

downfeed risers to bottom of mains.

3.03 PIPE JOINT MAKE-UP

A. Threaded Joint: Make up joint with a pipe thread compound applied in

accordance with the manufacturer’s printed application instructions for the

intended service.

B. Soldered Joint: Thoroughly clean tube end and inside of fitting with emery

cloth, sand cloth, or wire brush. Apply flux to the pre-cleaned surfaces. Install

fitting, heat to soldering temperature, and join the metals with type solder

specified. Remove residue.

C. Flanged Pipe Joint:

Updated 09/20/18


1. Install threaded companion flanges on steel pipe; flanges on galvanized

pipe are not required to be galvanized.

2. Provide a gasket for each joint.

a. Hot Water Pipe Gasket: Coat with a thin film of oil before

making up joint.

b. Compressed, Control, and Instrument Air Pipe Gasket: Coat

with a thin film of oil before making up joint.

3. Flange Bolt Installation:

a. Clean and coat nuts, bolt threads and washers with anti-seize

lubricant before making up joint.

b. With each bolt; one hardened steel washer is required under the

nut.

c. With each stud; one hardened steel washer is required under the

nut at each end.

d. Torque Requirements: Stress bolts to 30,000 psi.

e. Check torque with a calibrated breaking action torque wrench on

the final torque round.

f. Bolts shall be cold and hot torqued.

g. Torque Pattern: Cross or star pattern with at least four passes.

Limit each pass to 30 percent of full torque increases.

h. Hot torque: Re-torque the flange bolts with the system at

normal operating pressure, and operating temperature for

minimum of 12 to 15 hours.

4. Coat bolt threads and nuts with anti-seize lubricant before making up

joint.

D. Grooved Pipe Joint: Roll groove pipe ends, make up joint with grooved end

fittings and couplings, in conformance with the manufacturer’s printed

installation instructions.

1. Cut grooved end piping is not acceptable.

E. Welded Pipe Joint:

1. General:

a. Weld pipe joints only when ambient temperature is above

0 degree F where possible.

b. Bevel pipe ends at a 37.5 degree angle where possible, smooth

rough cuts, and clean to remove slag, metal particles, and dirt.

c. Use pipe clamps or tack-weld joints with 1 inch long welds; 4

welds for pipe sizes to 10 inches, 8 welds for pipe sizes 12

inches to 20 inches.

d. Build up welds with stringer-bead pass, followed by hot pass,

followed by cover or filler pass.

e. Eliminate valleys at center and edges of each weld.

f. Weld by procedures which will ensure elimination of unsound or

unfused metal, cracks, oxidation, blow-holes, and non-metallic

inclusions.

g. Do not weld-out piping system imperfections by tack-welding

procedures. Refabricate as required to comply with

requirements.

Updated 09/20/18


h. If piping component ends are bored, such boring shall not result

in the finished wall thickness after welding less than the

minimum design thickness.

i. Align the inside diameters of piping components to be butt-

welded as accurately as is practicable within existing

commercial tolerances on diameters, wall thickness and out of

roundness.

j. Preserve alignment during welding. The internal misalignment

of the ends to be joined shall not exceed 0.05 inch.

2. Welding Processes:

a. All welding on metal piping systems shall be performed using

qualified welding procedures and qualified welders and welding

operators in accordance with Section IX of the ASME Boiler

and Pressure Vessel Code.

b. All welding shall be performed by a process that is compatible

with the work being welded and the working conditions.

Shielded metal-arc welding (SMAW) shall not be used on work

less than 3/16 inch thick.

c. Welding shall be performed by using only one of the following

processes:

1) Shielded Metal Arc Welding (SMAW), also known as

“Stick” Welding.

2) Gas Tungsten Arc Welding (GTAW), also known as

TIG and Heliarc Welding.

3) Submerged Arc Welding (SAW).

d. Where a specific welding process is called for in the piping

group, it shall govern.

e. All stainless steel work less than 3/16 inch thick shall be welded

by the gas tungsten-arc (GTAW) process with the back side

purged with argon. Work thicker than 3/16 inch shall have a

root pass by the GTAW Process with the back purged with

argon and the balance of the weld may be completed by SMAW

Process or any other suitable process.

3. Welding Grooves:

a. Bevel the ends of steel pipe and fittings to be erected with butt

welded joints to form welding grooves in accordance with ANSI

B16.25, except where otherwise noted herein, or on the Contract

Drawings.

b. Bevel welding grooves for butt welded joints in pipe of unequal

wall thickness in accordance with ASME Code for Pressure

Piping B31.1 - latest edition, latest revision and section that is

applicable.

4. Backing Rings: Backing rings or consumable inserts are not acceptable.

5. Cleaning of Welding: Completely remove all slag or flux remaining on

the bead of welding before laying down the next successive bead and at

the completion of the weld.

a. Wire brush all completed welds a minimum of 2 inches on both

sides and coated with one coat of high temperature (minimum

rated 500 deg. F) primer prior to being insulated.

6. Weld Quality:

Updated 09/20/18


a. All welds shall have full penetration and complete fusion with a

minimum of weld metal protruding on the inside of the pipe.

b. The finished weld contour shall be uniform, with the toe or edge

of the weld merging smoothly into the base material.

c. Butt welds shall have a slight reinforcement build-up gradually

from the toe or edge toward the center of the weld.

d. The limitation on butt weld reinforcement shall be in accordance

with ASME B31.1, Table 127.4.2 and shall apply separately to

both inside and outside surfaces of the joint.

e. Fillet welds may be slightly concave on the furnished surface.

7. Identification of Welders:

a. Upon completing a joint, the welder shall mark the pipe not

more than 6 inches from the weld with the identifying number

and the last two digits of the year in which the work was

performed.

b. Make Identification marks with a rubber stamp or felt-tipped

marker with permanent, weatherproof ink or other methods

approved by the Director’s Representative that do not deform

the metal.

c. Place identification marks for seam welds adjacent to the welds

at 3-foot intervals.

d. Identification by die stamps or electric etchers is not acceptable.

e. Provide required markers. Substitution of a map of welds with

welders’ names is not acceptable.

8. Postheat Treatment of Welded Joints in Carbon and Ferritic Alloy Steel

Pipe:

9. Socket Welding Joints:

a. Where socket welding valves or fittings are used, space pipe

with a minimum of 1/16 inch clearance between the end of the

pipe and the socket so that no stresses will be imparted to the

weld due to “bottoming” of the pipe in the socket.

b. The fit between the socket and the pipe shall conform to

applicable standards for socket weld fittings and in no case shall

the inside diameter of the socket exceed the outside diameter of

the pipe by more than 0.075 inches.

F. Brazed Joint: Thoroughly clean tube end and inside of fitting with emery cloth,

sand cloth, or wire brush. Apply flux to the pre-cleaned surfaces. Install fitting,

heat to brazing temperature, and join the metals with brazing alloy. Remove

residue.

G. Mechanical Joint: Make up joint in conformance with the manufacturer’s

printed installation instructions, with particular reference to tightening of bolts.

H. High Density Polyethylene Pipe Joint (HDPE): Follow manufacturer’s printed

installation instructions.

I. Polyethylene Pipe Joint (PE): Follow manufacturer’s printed installation

instructions.

Updated 09/20/18


J. Refrigerant Pipe Joint:

1. Hard Drawn Tubing, Brazed Joint: Make up joint with appropriate type

of brazing alloy. Sweep piping interior with dry nitrogen at a rate of 1 to

3 cfm during brazing operation.

2. Hard Drawn Tubing, Soldered Joint: Solder joints with Type 2 solder at

valves, controls, and other locations where brazing temperatures could

cause damage.

3. Soft Annealed Tubing Joint: Make up joints with refrigerant tube type

flared fittings. Do not bend tubing at a radius less than 5 times the tube

diameter.

K. Hydraulic Pressed Joint: Follow manufacturer’s printed installation

instructions.

L. Dissimilar Pipe Joint:

1. Joining Bell and Spigot and Threaded Pipe: Install a half coupling on

the pipe or tube end to form a spigot, and caulk into the cast iron bell.

2. Joining Dissimilar Threaded Piping: Make up connection with a

threaded coupling or with companion flanges.

3. Joining Dissimilar Non-Threaded Piping: Make up connection with

adapters recommended by the manufacturers of the piping to be joined.

M. Plastic, Nonpressure-Piping, Solvent-Cement Joints: Clean and dry joining

surfaces. Join pipe and fittings according to the following:

1. Comply with ASTM F 402 for safe-handling practice of cleaners,

primers, and solvent cements.

2. PVC Piping: Join according to ASTM D 2855 and ASTM D 2665

appendixes.

N. Joints for PEX Tubing: Join according to ASTM F 1960 for cold expansion

fittings and reinforcing rings.

3.04 PIPING PENETRATIONS

A. Sleeve Schedule: Unless otherwise shown, comply with the following schedule

for the type of sleeve to be used where piping penetrates wall, floor, or roof

construction:

CONSTRUCTION SLEEVE TYPE

1. Frame construction. None Required

2. Foundation walls. A*

3. Non-waterproof interior walls. B*

4. Non-waterproof interior floors on

metal decks. D*

5. Non-waterproof interior floors not on

metal decks. B*

6. Floors over mechanical equipment, steam

service, machine, and boiler rooms. A

7. Floors finished or to be finished with

Updated 09/20/18


latex composition or terrazzo, and not

on metal decks. A

8. Non-metal roof decks. A

9. Waterproof floors on metal decks. D

10. Waterproof floors not on metal decks. A

11. Waterproof walls. A

*Core drilling is permissible in lieu of sleeves where marked with asterisks.

B. Diameter of Sleeves and Core Drilled Holes:

1. Unless otherwise specified, size holes thru floors and walls in

accordance with the through penetration fire stopping system being used.

2. Size holes thru exterior walls or waterproofed walls above inside earth

or finished floors, and exterior concrete slabs in accordance with the

following:

a. Uninsulated (Bare) Pipe: Inside diameter of sleeve or core

drilled hole 1/2 inch greater than outside diameter of pipe,


b. Insulated Pipe: Inside diameter of sleeve or core drilled hole 1/2

inch greater than outside diameter of insulation, unless

otherwise specified.

c. Mechanical Modular Seals: Size holes in accordance with the

manufacturer’s recommendations.

C. Length of Sleeves (except as shown otherwise on Drawings):

1. Walls and Partitions: Equal in length to total finished thickness of wall

or partition.

2. Floors, Finished: Equal in length to total finished thickness of floor and

extending 1/2 inch above the finished floor level, except as follows:

a. In furred spaces at exterior walls, extend sleeve one inch above

the finished floor level.

3. Exterior Concrete Slabs: Equal in length to total thickness of slab and

extending 1/2 inch above the concrete slab.

4. Roofs: Equal in length to the total thickness of roof construction,

including insulation and roofing materials, and extending one inch above

the finished roof level.

D. Packing of Sleeves and Core Drilled Holes:

1. Unless otherwise specified, pack sleeves or cored drilled holes in

accordance with Section 078400 - FIRESTOPPING.

2. Pack sleeves in exterior walls or waterproofed walls above inside earth

or finished floors with oakum to within 1/2 inch of each wall face, and

finish both sides with sealant. See Section 079200.

a. Sealant Types:

1) Piping Conveying Materials up to 140 degrees F: Type

1C (one part).

2) Piping Conveying Materials over 140 degrees F: Type

4.

b. Mechanical modular seals may be used in lieu of packing and

sealant for sleeves and core drilled holes.

Updated 09/20/18


3. Pack sleeves in exterior concrete slabs with oakum to full depth, and

within 1/2 inch of top of sleeve and finish the remainder with sealant.

See Section 079200.

a. Sealant Types:

1) Piping Conveying Materials up to 140 degrees F: Type

1C (one part).

2) Piping Conveying Materials over 140 degrees F: Type

4.

b. Mechanical modular seals may be used in lieu of packing and

sealant for sleeves and core drilled holes.

E. Weld metal collars of Type C and D sleeves to the upper surface of the metal

deck. Seal voids under the metal collar as recommended by the manufacturer of

the metal deck.

3.05 FLOOR, WALL AND CEILING PLATES

A. Install plates for exposed uninsulated piping passing thru floors, walls, ceilings,

and exterior concrete slabs as follows:

1. In Finished Spaces:

a. Piping 4 Inch Size and Smaller: Solid or split, chrome plated

cast brass.

b. Piping Over 4 Inch Size: Split, chrome plated cast brass.

2. Unfinished Spaces (Including Exterior Concrete Slabs): Solid, unplated

cast iron.

3. Fasten plates with set screws.

4. Plates are not required in pipe shafts or furred spaces.

3.06 PIPE AND FITTING SCHEDULE

A. Abbreviations: The following abbreviations are applicable to the Pipe and

Fitting Schedule:

BS Black steel.

CI Cast iron.

GE Grooved end.

HDPE High density polyethylene pipe.

MI Malleable iron.

PE Polyethylene pipe.

SE Screwed end.

ST Steel.

SW Standard weight.

WE Weld end.

XH Extra heavy weight.

B. Where options are given, choose only one option for each piping service. No

deviations from selected option will be allowed.

C. Schedule of Pipe and Fittings for the different piping services is as follows:

1. Chilled Water (CWS & CWR) 125 psig and less:

Updated 09/20/18


a. 3 inch and less: May use PEX with PEX fittings installed in

horizontal position.

1. PEX shall not be used within Boiler Room 122

b 3 inch and less: SW BS pipe with SE SW CI fittings or GE

fittings, or Type L hard drawn copper tubing with wrot copper

or cast copper alloy solder fittings, and Type 3 solder or

hydraulic press joints.

c. 4 inch Size: SW BS pipe, with SE SW CI fittings, or WE SW

ST fittings, or GE fittings.

d. 5 inch and Up: SW BS pipe, with WE SW ST fittings, or GE

fittings.

2. Hot Water Supply and Return (HWS & HWR) 125 psig and less:

a 3 inch and less: May use PEX with PEX fittings installed in

horizontal position.

1. PEX shall not be used within Boiler Room 122

b. 3 inch and less: SW BS pipe with SE SW CI fittings or GE

fittings, or Type L hard drawn copper tubing with wrot copper

or cast copper alloy solder fittings and Type 3 solder, or

hydraulic press joints.

c. 4 inch Size: SW BS pipe, with SE SW CI fittings, or WE SW

ST fittings, or GE fittings.

d. 5 inch and up: SW BS pipe, with WE SW ST fittings, or GE

fittings.

3. Refrigerants (RS, RL, HG & RD) 350 psig and less:

a. All Sizes: Type ACR hard drawn copper tubing with wrot

copper fittings, and brazing alloy, unless otherwise specified.

b. 3/4 inch o.d. size and Less (for final connection within 24 inches

of refrigerant equipment): Soft annealed Type ACR copper

tubing with refrigerant tube type flared fittings.

4. Transition Fittings

a. PEX-to-Metal Transition Fittings: One-piece fitting with one

brass insert and one ASTM F 1960 cold-expansion fitting.

5. Drain Piping:

a. Cooling Coil Condensate Drain Piping: Type M hard drawn

copper tubing with wrot copper or cast copper alloy solder

fittings, and Type 3 solder.

b. Condensing Boiler condensate Drain Piping: PVC pipe, PVC

socket fittings, and solvent-cemented joints.

END OF SECTION

Updated 5/10/2013

Printed 8/5/2020 233113- 1 Project No. 46086-C

Revised 8/04/2020

SECTION 233113

METAL DUCTWORK

PART 1 GENERAL

1.01 REFERENCES

A. American Conference of Governmental Industrial Hygienists (ACGIH).

B. National Fire Protection Association (NFPA).

C. Sheet Metal and Air Conditioning Contractors National Association, Inc.

(SMACNA).

1.02 SUBMITTALS

A. Shop Drawings:

1. Layouts for areas in which it may be necessary to deviate substantially

from layout shown on the Drawings. Show major relocation of ductwork

and major changes in size of ducts. Minor transitions in ductwork, if

required due to job conditions, need not be submitted as long as the duct

area is maintained.

2. Layout and fabrication details for cooking equipment exhaust ductwork.

3. Layouts of mechanical equipment rooms and penthouses.

4. Details of intermediate structural steel members required to span main

structural steel for the support of ductwork.

5. Method of attachment of duct hangers to building construction.

6. Coordinate shop drawings with related contracts prior to submission.

7. Coordination Drawings: A single set of plans or BIM model, drawn to

scale, showing the items described in this Section, and coordinated with

all building trades.

B. Product Data: Material, gage, type of joints, sealing materials, and reinforcing

for each duct size range, including sketches or SMACNA plate and numbers for

joints, method of fabrication and reinforcing. Include ACGIH figure numbers for

hoods if applicable.

C. Sustainable Design Submittal:

1. Product Data: For adhesives, indicating VOC content.

2. Laboratory Test Reports: For adhesives, indicating compliance with

requirements for low-emitting materials.

3. Product Data: For sealants, indicating VOC content.

4. Laboratory Test Reports: For sealants, indicating compliance with

requirements for low-emitting materials.

5. Laboratory Test Reports: For antimicrobial coatings, indicating

compliance with requirements for low-emitting materials.

Updated 5/10/2013



A. SMACNA: Gages of materials, fabrication, reinforcement, sealing requirements,

installation, and method of supporting ductwork shall be in accordance with the

following SMACNA manuals, unless otherwise shown or specified:

1. HVAC Duct Construction Standards.

2. Round Industrial Duct Construction Standard.

3. Rectangular Industrial Duct Construction Standard.

B. Unless otherwise shown or specified, follow the Hood Design Data, and

Construction Guidelines for Local Exhaust Systems from the ACGIH Industrial

Ventilation Manual.

C. Conform to the applicable requirements of NFPA 90A, 90B, 91, 96, and 101.

PART 2 PRODUCTS

2.01 MATERIALS

A. Sheet Metal:

1. Aluminum: ASTM B-209, Alloy 3003, Temper H-14.

2. Galvanized Steel: ASTM A653, Class LFQ (lock forming quality),

coating designation G-90.

3. Stainless Steel: AISI Types 302, 304 and 316, as specified.

B. Duct Hangers:

1. Strap Hangers: Same material as ducts, except that hangers for stainless

steel ducts in unfinished spaces may be galvanized steel.

2. Rod Type Hangers: Mild low carbon steel, unless otherwise specified;

fully threaded or threaded each end, with 2 removable nuts each end for

positioning and locking rod in place. Unless stainless steel, galvanized

or cadmium plated; shop coat with metal primer.

3. Steel Cables for Galvanized-Steel Ducts: Galvanized steel complying

with ASTM A603.

4. Steel Cables for Stainless-Steel Ducts: Stainless steel complying with

ASTM A492.

5. Steel Cable End Connections: Galvanized-steel assemblies with brackets,

swivel, and bolts designed for duct hanger service; with an automatic-

locking and clamping device.

C. Miscellaneous Fasteners and Upper Hanger Attachments:

1. Sheet Metal Screws, Machine Bolts and Nuts: Same material as duct,


2. Concrete Inserts: Steel or malleable iron, galvanized; continuously

slotted or individual inserts conforming with MSS SP-58, Types 18 &

19, Class A-B.

3. C Clamps: Fee & Mason Co.’s 255L with locking nut, and 255S with

retaining strap.

4. Metal Deck Ceiling Bolts: B-Line Systems, Inc.’s Fig. B3019.

Updated 5/10/2013


5. Welding Studs: Erico Fastening Systems, capacitor discharge, low

carbon steel, copper flashed.

6. Structural (carbon) Steel Shapes and Steel Plates: ASTM A36, shop

primed.

7. Stainless Steel Shapes and Plates: ASTM A276 and ASTM A666.

8. Machine Bolt Expansion Anchors:

a. Non-caulking single unit type: FS FF-S-325, Group II, Type 2,

Class 2, Style 1.

b. Non-caulking double unit type: FS FF-S-325, Group II, Type 2,

Class 2, Style 2.

c. Self-drilling type: FS FF-S-325, Group III, Types 1 and 2.

D. Water-Based Joint and Seam Sealant:

1. Application Method: Brush on.

2. Solids Content: Minimum 65 percent.

3. Shore A Hardness: Minimum 20

4. Water resistant.

5. Mold and mildew resistant.

6. VOC: Maximum 75 g/L (less water).

7. Maximum Static-Pressure Class: 10 inch wg (2500 Pa), positive and

negative.

8. Substrate: Compatible with galvanized sheet steel, stainless steel, or

aluminum sheets.

E. Flanged Joint Sealant: Comply with ASTM C920.

1. General: Single-component, acid-curing, silicone, elastomeric.

2. Type: S.

3. Grade: NS.

4. Class: 25.

5. Use: O.

6. Sealant shall have a VOC content of 420 g/L or less.

7. Sealant shall comply with the testing and product requirements of the

California Department of Public Health's "Standard Method for the

Testing and Evaluation of Volatile Organic Chemical Emissions from

Indoor Sources Using Environmental Chambers."

2.02 FABRICATION - GENERAL

A. Fabricate ductwork from galvanized sheet metal, except as follows:

1. Fabricate the following ductwork from aluminum:

a. Exhaust ductwork from shower and locker areas.

2. Fabricate the following ductwork from stainless steel:

a. Exhaust ductwork connected to cooking equipment,

dishwashing, and other scullery equipment hoods. Install

stainless steel from the individual hood to its respective fan and

from the fan to the point of discharge to the outside air. Use

AISI Type 302 or 304 stainless steel.

b. Use stainless steel with a No. 4 finish where installed exposed in

finished rooms and No. 2B finish in other locations. Use

stainless steel fasteners for ductwork installed exposed in

finished rooms and where fastener penetrates duct. Galvanized

Updated 5/10/2013


fasteners may be used in unfinished spaces for non-penetrating

service.

B. Dissimilar Metals: Separate dissimilar metals used for ductwork with 12 oz vinyl

coated woven fiberglass duct connector fabric, such as Duro Dyne’s Glasseal.

No separation is required between screws or rivets and the materials in which

they are inserted.

2.03 FABRICATION OF STAINLESS STEEL DUCTS

A. Use minimum No. 18 gage for exhaust ducts connected to cooking equipment

hoods.

B. Use stainless steel reinforcing members for ducts in finished spaces and

galvanized steel in unfinished spaces.

C. Longitudinal Seams for Dishwashing, and Other Scullery Equipment Exhaust

Ducts: Form double corner seams, or Pittsburgh lock seams.

1. Fabricate elbows and transitions with Pittsburgh lock seams.

2. Fabricate double compounded elbows and other complex fittings with

double corner seams.

3. Locate seams in horizontal ducts at top corners of ducts, unless otherwise

approved in writing.

4. Locate seams in vertical ducts at rear corners of ducts.

2.04 REGISTERS AND GRILLES INSTALLED IN EXPOSED DUCTWORK

A. Frames are not required for registers and grilles installed directly in uninsulated

exposed ductwork.

B. Cut openings in ducts, forming a double thickness of metal, to attach registers or

grilles with sheet metal screws. Bend back edges of openings into duct, on all 4

sides, a minimum of 1 inch to provide the thickness of metal stated above.

Provide felt or sponge rubber gasketing, all 4 sides of duct openings, for supply

grilles and supply registers.

2.05 AIR DIFFUSERS INSTALLED IN EXPOSED DUCTWORK

A. Frames are not required for diffusers installed directly in uninsulated exposed

ductwork.

B. Cut and form openings in ducts, to accommodate the specified volume control

damper and adjustable equalizing grid assembly. Reinforce openings as required

and approved. Provide felt or sponge rubber gasketing, around duct opening, for

supply diffuser assemblies.

Updated 5/10/2013


PART 3 EXECUTION

3.01 INSTALLATION - GENERAL

A. Install ductwork to allow maximum headroom. Properly seam, brace, stiffen,

support and render ducts mechanically airtight. Adjust ducts to suit job

conditions. Dimensions may be changed as approved, if cross sectional area is

maintained.

B. Pitch horizontal ducts connected to hoods downward toward hood not less than

2.5 inch in 10 feet.

C. Provide necessary transformation pieces, and flexible fabric connections for

ductwork connected to air handling equipment or air inlet and outlet devices.

3.02 DUCT SCHEDULE

A. Fabricate ducts with galvanized sheet steel except as otherwise indicated and as

follows:

1. Fabricate all ducts to achieve SMACNA pressure class, seal class, and

leakage class as indicated below.

B. Supply Ducts:

1. Ducts Connected to Fan Coil Units, and Terminal Units:

a. Pressure Class: Positive 2-inch wg.

b. Minimum SMACNA Seal Class: C.

c. SMACNA Leakage Class: 16 for Rectangle; 8 for Round.

2. Ducts Connected to Constant-Volume Air-Handling Units:


b. Minimum SMACNA Seal Class: B.

c. SMACNA Leakage Class: 8.

3. Ducts Connected to Variable-Air-Volume Air-Handling Units:


b. Minimum SMACNA Seal Class: A.


4. Ducts Connected to Equipment Not Listed Above:


b. Minimum SMACNA Seal Class: B.


C. Return Ducts:

1. Ducts Connected to Fan Coil Units and Terminal Units:

a. Pressure Class: Positive or negative 2-inch wg.



2. Ducts Connected to Air-Handling Units:




3. Ducts Connected to Equipment Not Listed above:


Updated 5/10/2013




D. Exhaust Ducts:

1. Ducts Connected to Fans Exhausting (ASHRAE 62.1, Class 1 and 2) Air:

a. Pressure Class: Negative 2-inch wg.

b. Minimum SMACNA Seal Class: C if negative pressure, and A if

positive pressure.




b. Minimum SMACNA Seal Class: C if negative pressure, and C if

positive pressure.


3. Ducts Connected to Commercial Kitchen Hoods: Comply with NFPA 96.

a. Welded seams and joints.

b. Pressure Class: Positive or negative 2-inch wg.

c. Airtight/watertight.

4. Ducts Connected to Vehicle Exhaust Fans (ASHRAE 62.1, Class 3 and

Class 4):


b. Minimum SMACNA Seal Class A.

c. SMACNA Leakage Class 2.

5. Ducts Connected to Equipment Not Listed above:


6. Minimum SMACNA Seal Class: B if negative pressure; B if positive

pressure.

7. SMACNA Leakage Class: 8.

E. Outdoor-Air (Not Filtered, Heated, or Cooled) Ducts:

1. Ducts Connected to Fan Coil Units and Terminal Units:








3. Ducts Connected to Equipment Not Listed Above:




3.03 SEALING SEAMS, JOINTS, AND PENETRATIONS

A. Seal ductwork in accordance with the SMACNA Manual except for the

following:

1. Ductwork Specified to be Insulated: Conform with Seal Class A for all

pressure classes.

2. Cooking Equipment Exhaust Ductwork: Conform with NFPA 96.

Updated 5/10/2013


3. Horizontal Ductwork for Dishwashing, and Other Scullery Equipment

Exhausts:

a. Continuously solder transverse joints vaportite along bottom, and

up both sides 2 inches minimum.

b. Continuously solder longitudinal seams vaportite if seams are

approved to be located at bottom of duct.

B. Duct Sealants: Water based, non-fibrated: Foster 32-19, Childers CP-146, Duro

Dyne SAS.

3.04 HANGERS FOR DUCTS, UNDER 2 INCHES W.G.

A. Install hangers for ducts as specified in the SMACNA Manual, with the

following exceptions:

1. Rectangular ducts up to 42 inches wide, not having welded or soldered

seams, and supported from overhead construction; extend strap hangers

down over each side of the duct and turn under bottom of duct a

minimum of 2 inches. Secure hanger to duct with 3 full thread sheet

metal screws, one in the bottom and 2 in the side of the duct.

2. Rectangular ducts 43 inches wide and over, and all sizes of duct with

welded or soldered seams and supported from overhead construction; use

trapeze hangers.

3. Prime coat plain steel rods threaded at the site immediately after

installation with metal primer.

3.05 HANGERS FOR DUCTS, 2 INCHES W.G. AND OVER

A. Install hangers for ducts as specified in the SMACNA Manual, with the

following exceptions:

1. Support rectangular ducts, regardless of size, by means of trapeze

hangers, framed all four sides. Provide minimum 1 x 1 x 1/8 inch angle

iron framing for duct having a maximum side dimension up to and

including 36 inches in size. Install framing snug to all four sides of duct.

3.06 UPPER HANGER ATTACHMENTS

A. General:

1. Secure upper hanger attachments to structural steel or top of steel bar

joists wherever possible. Do not support from sway bracing.

2. Do not use drive-on beam clamps, flat bars or bent rods, as upper hanger

attachments.

3. Do not attach hangers to steel decks which are not to receive concrete

fill.

4. Do not attach hangers to precast concrete planks less than 2-3/4 inches

thick.

5. Avoid damage to reinforcing members in concrete construction.

6. Metallic fasteners installed with electrically operated or powder driven

tools may be used as upper hanger attachments, in accordance with the

SMACNA Manual, with the following exceptions:

a. Do not use powder driven drive pins or expansion nails.

Updated 5/10/2013


b. Do not attach powder driven or welded studs to structural steel

less than 3/16 inch thick.

c. Do not support a load, in excess of 250 lbs from any single

welded or powder driven stud.

d. Do not use powder driven fasteners in precast concrete.

B. Attachment to Steel Frame Construction: Provide intermediate structural steel

members where required by ductwork support spacing. Select steel members for

use as intermediate supports based on a minimum safety factor of 5.

1. Secure upper hanger attachments to steel bar joists at top panel points of

joists.

2. Do not drill holes in main structural steel members.

C. Attachment to Concrete Filled Steel Decks:

1. New Construction: Install metal deck ceiling bolts.

2. Existing Construction: Install welding studs (except at roof decks).

3. Do not attach hangers to decks less than 2-1/2 inches thick.

D. Attachment to Existing Cast-In Place Concrete:

1. Secure hangers to overhead construction with self-drilling type

expansion anchors and machine bolts.

2. Secure hanger attachments required to be supported from wall or floor

construction with single unit expansion anchors or self-drilling type

expansion anchors and machine bolts.

3.07 DUCT RISER SUPPORTS, UNDER 2 INCHES W.G.

A. Support vertical round ducts by means of double-ended split steel pipe riser

clamps bearing on floor slabs or adjacent structural members, at every other floor

through which the riser passes.

B. Unless otherwise specified or shown on the drawings, support vertical

rectangular ducts by means of two steel angles, secured to duct and resting on

floor slab or adjacent structural steel member, at every other floor through which

the duct passes. Size supports as follows:

MAX. SIDE

DIMENSION

(inches)

SUPPORT

ANGLE

(inches)

SECURE TO

DUCT WITH

MIN BEARING

AT EACH END

(inches)

36 1 x 1 x 1/8 Screws 2

48 1-1/2 x 1-1/2 x 1/8 Bolts 3

60 2 x 2 x 1/8 Bolts 3

61 - up 2-1/2 x 2-1/2 x 3/16 Bolts 4

3.08 DUCT RISER SUPPORTS, 2 INCHES W.G. AND OVER

A. Support vertical round ducts by means of double-ended split steel pipe riser

clamps welded to the ducts and bearing on floor slabs or adjacent structural

members, at every other floor through which the riser passes.

Updated 5/10/2013


B. Support vertical rectangular ducts by means of two steel angles or channels,

anchor bolted to floor slab or adjacent structural member at every other floor

through which the riser passes. Secure steel angles or channels to a transverse

joint by means of 3/8 inch bolts, or by welding. Size supports as follows:

MAXIMUM SIDE

DIMENSION

(inches)

SUPPORT

ANGLE

(inches)

SUPPORT

CHANNEL

(inches)

MINIMUM BEARING

AT EACH END

(inches)

36 1 x 1 x 1/8 1 x 1/2 x 1/8 2

48 1-1/2 x 1-1/2 x 1/8 1-1/2 x 3/4 x 1/8 3

60 2 x 2 x 1/8 2 x 1 x 1/8 3

61 - up 2-1/2 x 2-1/2 x 3/16 2 x 1 x 3/16 4

3.09 PAINTING

A. Paint interior of metal ducts that are visible through registers and grilles and that

do not have duct liner. Apply one coat of flat, black, latex paint over a

compatible galvanized-steel primer.

3.10 FIELD QUALITY CONTROL

A. Perform tests and inspections.

B. Leakage Tests:

1. Comply with SMACNA’s “HVAC Air Duct Leakage Test Manual.”

Submit a test report for each test.

2. Test the following systems:

a. Ducts with a Pressure Class Higher Than 3-Inch wg (750 Pa):

Test representative duct sections, selected by Directors

Representative from sections installed, totaling no less than 25

percent of total installed duct area for each designated pressure

class.

b. Exhaust Ducts with a Pressure Class of 4-Inch wg or Higher:

Test representative duct sections, selected by Directors

Representative from sections installed, totaling no less than 50

percent of total installed duct area for each designated pressure

class.

3. Disassemble, reassemble, and seal segments of systems to accommodate

leakage testing and for compliance with test requirements.

4. Testing of each duct section is to be performed with access doors, coils,

filters, dampers, and other duct-mounted devices in place as designed.

No devices are to be removed or blanked off so as to reduce or prevent

additional leakage.

5. Test for leaks before applying external insulation.

6. Conduct tests at static pressures equal to maximum design pressure of

system or section being tested. If static-pressure classes are not indicated,

test system at maximum system design pressure. Do not pressurize

systems above maximum design operating pressure.

7. Give seven days' advance notice for testing.

Updated 5/10/2013


C. Duct System Cleanliness Tests:

1. Visually inspect duct system to ensure that no visible contaminants are

present.

2. Test sections of metal duct system, chosen randomly by Owner, for

cleanliness in accordance with "Description of Method 3 - NADCA

Vacuum Test" in NADCA ACR, "Assessment, Cleaning and Restoration

of HVAC Systems."

a. Acceptable Cleanliness Level: Net weight of debris collected on

the filter media shall not exceed 0.75 mg/100 sq. cm.

D. Duct system will be considered defective if it does not pass tests and inspections.

E. Prepare test and inspection reports.

3.11 DUCT CLEANING

A. Clean new duct system(s) before testing, adjusting, and balancing.

B. For cleaning of ductwork, see Section 230130 "Cleaning Air Conveyance System

Components."

C. Use duct cleaning methodology as indicated in NADCA ACR.

D. Use service openings for entry and inspection.

1. Provide openings with access panels appropriate for duct static-pressure

and leakage class at dampers, coils, and any other locations where

required for inspection and cleaning access. Provide insulated panels for

insulated or lined duct. Patch insulation and liner as recommended by

duct liner manufacturer. Comply with Section 233300 "Air Duct

Accessories" for access panels and doors.

2. Disconnect and reconnect flexible ducts as needed for cleaning and

inspection.

3. Remove and reinstall ceiling to gain access during the cleaning process.

E. Particulate Collection and Odor Control:

1. When venting vacuuming system inside the building, use HEPA

filtration with 99.97 percent collection efficiency for 0.3-micron-size (or

larger) particles.

2. When venting vacuuming system to outdoors, use filter to collect debris

removed from HVAC system, and locate exhaust downwind and away

from air intakes and other points of entry into building.

F. Clean the following components by removing surface contaminants and deposits:

1. Air outlets and inlets (registers, grilles, and diffusers).

2. Supply, return, and exhaust fans including fan housings, plenums (except

ceiling supply and return plenums), scrolls, blades or vanes, shafts,

baffles, dampers, and drive assemblies.

3. Air-handling unit internal surfaces and components including mixing

box, coil section, air wash systems, spray eliminators, condensate drain

pans, humidifiers and dehumidifiers, filters and filter sections, and

condensate collectors and drains.

4. Coils and related components.

Updated 5/10/2013


5. Return-air ducts, dampers, actuators, and turning vanes except in ceiling

plenums and mechanical equipment rooms.

6. Supply-air ducts, dampers, actuators, and turning vanes.

7. Dedicated exhaust and ventilation components and makeup air systems.

3.12 STARTUP

A. Air Balance: Comply with requirements in Section 230594 “Balancing of

Systems.”

END OF SECTION

ADDENDUM No. 6L11B HISTORICPENDANT FIXTURE

ADDENDUM #6 L11B HISTORICPENDANT FIXTURE- CLOSE UP VIEW

Updated 07/08/2009


Revised 8/05/2020

SECTION 412200

HOISTS AND CRANES

PART 1 GENERAL

1.01 REFERENCES

A. AISC Specification for the Design, Fabrication and Erection of Structural Steel

for Buildings.

B. ANSI B30.16 Safety Standard for Overhead Hoists (Underhung).

C. ANSI B30.11 Safety Standards for Monorails and Underhung Cranes.

D. ASME HST-4M, Performance Standard for Overhead Electric Wire Rope

Hoists.

E. ASME NOG-1, Rules for Construction of Overhead and Gantry Cranes.

F. AWS D1.1, Code for Welding in Building Construction.

G. Hoist Manufacturer’s Institute Standard Specification for Electric Wire Rope

Hoists.

H. ANSI/NFPA 70 National Electric Code, Article 610, Cranes and Hoists.

I. OSHA 29 CFR 1910.179, Overhead and Gantry Cranes.

1.02 SYSTEM DESCRIPTION

A. Hoist and Crane System: The system specified consists of a top running single

girder overhead crane, with trolley mounted wire rope hoist, supported by a

runway framework and the building structure, and meeting the requirements of

the referenced specifications, standards, rules and codes.

B. The static support structure, consisting of fixed foundations, columns and beams

for the Hoist and Crain (H&C) system is designed by the structural engineer for

the building design and shall be provided by the General Contractor prior to the

H&C subcontractor installing its system.

C. The H&C system shall consist of design, fabrication and installation of all

moving components, including, but not limited to; travel beam, rollers, hoist

trolley, hoist, cable and hook(s) and all electrical and control components

required for a complete and fully operational installation. Electrical power

sufficient for the system shall be delivered to the area in exposed junction boxes,

as required for the H&C electrical components. If the H&C system requires

special fixed rails or similar items, to be installed on the static structural system,

Updated 07/08/2009


they shall also be provided, Structural and electrical design of the H&C system

shall be by vendor and included signed and sealed construction and shop

drawings for the system. Involved professionals shall be licensed in their

disciplines by the State of New York.

1.03 DESIGN REQUIREMENTS

A. System Capacity: Will lift and move 10 tons of containers, materials, equipment

and pallets within maintenance areas.

B. Crane, carrier, and hoist equipment shall be designed for Class D service.

C. Crane shall be motor propelled, single girder with a minimum span of 70 feet.

D. Bridge travel shall be single speed, a minimum of 120 feet per minute.

E. Hoist shall be suspended from a motor driven trolley and have a minimum lifting

speed of 15 feet per minute.

F. Hoist, trolley, and crane shall be controlled by a pushbutton control pendant

suspended 4’-0” above floor.

G. Runway track shall be supported by and bolted directly to steel columns erected

from concrete foundations.

H. Distance between runway supports shall be 35’-0”.

I. Overall length of runway shall be 75’-0”.

J. Distance from floor to bottom of hoist hook shall be a minimum of 17 feet.

1.04 SUBMITTALS

A. Waiver of Submittals: The “Waiver of Certain Submittal Requirements” in


B. Submittals Package: Submit the shop drawings, product data, and quality control

submittals specified below at the same time as a package.

C. Shop Drawings:

1. Show the construction details of the hoist and crane system and the crane

support structure. Show integration with adjacent construction.

2. Show the electric wiring and control system.

3. Show installation details.

D. Product Data:

1. Catalog sheets, specifications, and installation instructions.

2. Bill of materials.

3. Name, address, and telephone number of nearest fully equipped service

organization.

Updated 07/08/2009


E. Quality Control Submittals:

1. Design data, including safety factor of materials.

2. Test report of hoist and crane system.

3. Certificate required under Quality Assurance.

F. Contract Closeout Submittals:

1. Operation and maintenance data.

2. Warranty.

3. Test reports of the completed hoist and crane system.


A. Company Field Advisor: Secure the services of a Company Field Advisor for a

minimum of 10 hours for the following:

1. Render advice regarding installation of the hoist and crane system.

2. Witness final system test and then certify with an affidavit that the hoist

and crane system is installed in accordance with the contract

requirements and is operating properly.

PART 2 PRODUCTS

2.01 HOIST AND CRANE SYSTEMS

A. Hoist: Electric wire rope hoist as manufactured by Zinter, American Monorail,

Spanmaster, or Robbins & Myers with all parts and accessories necessary to

install on bridge crane and meeting the following requirements:

1. Maximum lifting capacity of 10 tons.

2. Minimum lifting speed 15 feet per minute.

3. Trolleys: Trolley assemblies shall be articulating type. Attach load bars

to yokes in such manner as to assume that all wheels are in contact with

the operating flange at all times.

a. Yokes shall be ductile castings and fixture machined.

4. Motor driven trolley with travel speed of 15 feet per minute.

5. Festoon system for control cable.

6. Upper and lower limit switches.

7. Hook with safety latch. Hook shall be mounted to swivel on thrust

bearing.

B. Crane: top running, motor driven, single girder crane as manufactured by Zinter,

American Monorail, Robbins & Myers, or Spanmaster with track, suspension

system and all parts necessary to meet the following requirements:

1. Rating of Service “Class D” as specified in ANSI MH 27.1.

2. Vertical impact load shall be 1/2 percent of the rated load for each fpm

hoisting speed of the carrier.

3. Track and Fittings:

a. Track size based on the load positioned on the track system to

produce the most severe conditions of stress and deflection.

Updated 07/08/2009


b. The total track deflection shall not exceed 1/450 of the span or

1-1/4 inch, whichever is the least.

c. Track sections shall be installed with bolted type splice plates to

provide flush and level connections at the operating tread of the

track. The maximum gap between the adjacent ends of the load

carrying flange not to exceed 1/16 inch.

d. Rigid track support shall be accomplished by bolting the runway

track to the supporting structure.

e. Track Suspension: All necessary clamps, hanger rods, bolts, and

other fittings from which the track system is suspended shall be

provided as a part of the overhead track system. Track hanger

supports shall be spaced as shown on the Drawings.

4. Electrification:

a. Track electrification shall be accomplished by UL approved

conductor bar rated 100A continuous. Insulation cover shall be

rigid orange PVC, self extinguishing, with a heat distortion point

of 160 degrees F at 260 psi.

b. Conductors shall be complete with mounting clips, end caps,

splices with covers, and power feeds.

c. Current collectors shall be sliding shoe type, spring loaded, and

designed so that sparking and loss of contact shall be minimized.

d. Separate conductors shall be provided for each phase. More

than one conductor in a single enclosure will not be permitted.

e. All controls shall be housed in a single NEMA 12 panel.

f. A fused, manual disconnect switch with a lockable handle

mounted through the panel door shall be provided and wired into

the incoming power circuit.

g. All motors equipped with magnetic contactors operated with

ON-OFF push button station pendant suspended 4’-0” above the

floor, from the hoist trolley unit.

h. All electrical equipment shall meet NEMA 1 requirements.

i. Crane operation: 480 volt, 3 phase, 60 hertz.

j. Control circuits: Maximum 120 volts.

5. Interlocks (if applicable):

a. The interlock mechanism shall be manually operated, cross-

connected, double locking pin type so designed that they will not

operate until the crane is in proper alignment with the

connecting crossover or spur rail.

b. Equip crane with a crane travel lockout limit switch to prevent

bridge travel motion while in the latched position with the

crossover or spur rail.

6. Single Girder Cranes: Single girder motor driven cranes with single

spans of 40 feet or more, must have rigid outrigger beam mounted

parallel to the crane girder running the entire span of the crane.

7. End Trucks: End trucks consisting of structural steel weldments bolted

directly to the crane bridge member forming a rigid and square

connection.

a. Safety lugs shall limit drop of end truck to not more than one

inch in event of wheel yoke, axle or load bar failures. Place

Updated 07/08/2009


safety lugs on both sides of the rail so that if failure occurs the

rail is centrally loaded about the vertical axis.

8. Brakes:

a. Hoisting Brakes: In accordance with Hoist Manufacturers

Institute specifications and ANSI B30.16 Safety Standards for

Overhead Hoists (Underhung).

b. Brakes supplied for carrier and crane travel shall conform with

ANSI B30.11 Safety Standards.

9. Miscellaneous:

a. Paint: Crane manufacturer’s standard paint system. Color shall

be selected by the Director from the manufacturer’s standard

color selection.

b. Letter the crane rated capacity on the bridge rail and on the

control box.

c. Electrical Equipment: Comply with the provisions of

ANSI/NFPA 70 National Electrical Code, Article 610, for

wiring and equipment.

PART 3 EXECUTION

3.01 INSTALLATION

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

instructions, shop drawings, and directions of the Company Field Advisor.

END OF SECTION

Project 46086 – Renovate Jamaica Armory Pre-Bid Site Visit Attendance

1. International Asbestos Removal 2. Green Island Group 3. Tru-Val Electric 4. Peter Scalamandre & Sons, Inc 5. Tishman Construction 6. SeaCrest Construction 7. Citnalta Construction 8. KCM 9. NSC, Inc 10. AWL Industries 11. DMD Contracting 12. Midtown Contracting 13. Sajiun Electric 14. Adams European Contracting 15. Prismatic Development Corp 16. AMG Demolition 17. United Services Group 18. Inner Space Systems 19. Alpha Environmental 20. Forte Construction 21. Leon D Dematteis Construction 22. EJS Contracting 23. Gramercy Group 24. PAL Environmental 25. Levinson Santoro Electric 26. Slovit Inc 27. Aurora Inc 28. K’s Tapestry 29. WDF, Inc 30. MLJ Contracting 31. Technico Construction Services 32. J-Track LLC 33. Dobco Inc 34. Morganti Group 35. Hellman Electric 36. J&N Construction Group 37. E.W. Howell 38. Kanta Electric 39. RJ Green Construction 40. Skyline Scaffolding 41. E&A Restoration 42. Action Hazmat 43. Island Steel 44. Segel & Co, Inc 45. Delric Construction 46. LCJ Electric 47. JP Patti, Tecta America 48. Gibbs Cleaning Service 49. Champion Painting

50. Apex Development 51. Lowy and Donnath 52. Riteway Demolition 53. Rael Sprinkler 54. FW Sims 55. Johnson Controls – Simplex Grinnel 56. AKS International 57. Suffolk Construction Co. 58. NE Structural Steel 59. ATCO Contracting Group 60. Speahead Construction 61. Jupiter ESI 62. Volmar Construction 63. Welkin Mechanical 64. 5-Star Electrical 65. ETS Contracting 66. GRB Environmental 67. Pullman Services

1

National

Guard

Armory

2

Floor

Plan

2-1

Tarkett

Product: Formation

Color: Verte

Size: 24x24

Installation: Monolithic

Tarkett

Product: Formation

Color: Pale Umber

Size: 24x24


Tarkett

Product: Formation

Color: Red Ochre

Size: 24x24


Tarkett

Product: Formation

Color: Marengo

Size: 24x24


Tarkett

Product: Formation Transition

Color: Pale Umber/Verte

Size: 24x24


Tarkett


Color: Marengo/Red Ochre

Size: 24x24


3

Floor

Plan

2-1

Tarkett

Product: Formation

Color: Verte

Size: 24x24


Tarkett

Product: Formation

Color: Pale Umber

Size: 24x24


Tarkett

Product: Formation

Color: Red Ochre

Size: 24x24


Tarkett

Product: Formation

Color: Marengo

Size: 24x24


Tarkett



Size: 24x24


Tarkett


Color: Marengo/Red Ochre

Size: 24x24


4

Floor

Plan

2-2

Tarkett

Product: Formation

Color: Verte

Size: 24x24


Tarkett

Product: Formation

Color: Pale Umber

Size: 24x24


Tarkett

Product: Formation

Color: Caeruleus

Size: 24x24


Tarkett

Product: Formation

Color: Mineraloid

Size: 24x24


Tarkett



Size: 24x24


Tarkett


Color: Mineraloid/Caeruleus

Size: 24x24


5

Floor

Plan

2-2

Tarkett

Product: Formation

Color: Verte

Size: 24x24


Tarkett

Product: Formation

Color: Pale Umber

Size: 24x24


Tarkett

Product: Formation

Color: Caeruleus

Size: 24x24


Tarkett

Product: Formation

Color: Mineraloid

Size: 24x24


Tarkett



Size: 24x24


Tarkett


Color: Mineraloid/Caeruleus

Size: 24x24


6

Floor

Plan

2-3

Tarkett

Product: Formation

Color: Marengo

Size: 24x24


Tarkett

Product: Formation

Color: Purpureus

Size: 24x24


Tarkett


Color: Marengo/Purpureus

Size: 24x24


7

Floor

Plan

2-3

Tarkett

Product: Formation

Color: Marengo

Size: 24x24


Tarkett

Product: Formation

Color: Purpureus

Size: 24x24


Tarkett


Color: Marengo/Purpureus

Size: 24x24


8

Floor

Plan

3-1

Tarkett

Product: Formation

Color: Pale Umber

Size: 24x24


Tarkett

Product: Formation

Color: Hansa

Size: 24x24


Tarkett


Color: Pale Umber/Hansa

Size: 24x24


9

Floor

Plan

3-1

Tarkett

Product: Formation

Color: Pale Umber

Size: 24x24


Tarkett

Product: Formation

Color: Hansa

Size: 24x24


Tarkett


Color: Pale Umber/Hansa

Size: 24x24


10

Floor

Plan

4-1

Tarkett

Product: Formation

Color: Pale Umber

Size: 24x24


Tarkett

Product: Formation

Color: Siderite

Size: 24x24


Tarkett


Color: Pale Umber/Siderite

Size: 24x24


11

Floor

Plan

4-1

Tarkett

Product: Formation

Color: Pale Umber

Size: 24x24


Tarkett

Product: Formation

Color: Siderite

Size: 24x24


Tarkett


Color: Pale Umber/Siderite

Size: 24x24


THANK

YOU

We would appreciate your feedback, if you could answer these few questions:http://survey.constantcontact.com/survey/a07ee2ynxw9j1qqeg4z/start

*WHEN USING OUR DESIGN SERVICES PLEASE KEEP IN MIND:*• The Designer on Demand service is intended to help clients visualize the pattern,

color, and scale of flooring products. These attributes are subject to differences in computer screens, printers, and requested rendering format; which may cause variations from true specifications.

• Please review physical samples of products for accuracy.• Any supplied product percentages are based on a pattern repeat.• Any supplied product estimations are based on visual scale & are subject to

project size. Estimations should be reviewed by a qualified installer.

http://survey.constantcontact.com/survey/a07ee2ynxw9j1qqeg4z/start

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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

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

24I73.5

10I21

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: (-5")

(TOS: (-5")

(TOS: (-5")

(TO

S: (

-5")

13' - 10"

ADMIN BUILDING DRILL HALL

(TO

S: (

-5")

2' - 10"

3

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

6" THK RCC

4

CONCRETE FILLED METAL PAN STAIRS

4

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" LIGHT WEIGHT CONCRETE SLAB ON 2" METAL DECK(20 GAGE). SEE S-415 FOR REINF. GRID.STEEL DECK SPANS AS NOTED

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.

D3

3

4

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

8/5

/20

20 1

1:5

9:4

8 A

M

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STRUCTURALFIRST FLOOR FRAMING

PLAN - SECTOR 1

RPJ

S-111


LERA

46086

ESM

JAMAICA, NY 11433-1234

DIVISION OF MILITARY & NAVALAFFAIRS

STATE ARMORY 9305 168TH STREET

ESM

1/8" = 1'-0"1

1ST FLOOR FRAMING PLAN

0 06/02/2020 FINAL BID DOCUMENTS

1 07/07/2020 ADDENDUM 2

2 07/08/2020 ADDENDUM 3

3 07/28/2020 ADDENDUM 5

4 08/05/2020 ADDENDUM 6

F

S-506

B

S-506

A

S-506

1

S-507

3

S-507

+ 3' - 2 3/4"

+ 5' - 6"+ 0' - 11 1/4"

D3

D3

D3

TYP

D3

SEE DETAIL FORSTART OF RAMP.CORRELATE WITH ARCH DWGS

SLO

PE

S D

OW

N

SLO

PE

S D

OW

NS

LO

PE

S D

OW

N

-0' - 6"

A

S-506

SIM

W8 [MIN]

W8 [M

IN]

W8 [M

IN]

W8 [MIN]

W8 [M

IN]

W8 [M

IN]

W8 [MIN]

W8 [M

IN]

W8 [M

IN]

W8 [M

IN]

W8 [M

IN]

W8 [M

IN]

W8 [M

IN]

W8 [M

IN]

W8 [MIN]

W8 [MIN]

W8 [M

IN]

W8 [MIN]

W8 [M

IN] W

8 [M

IN]

W8 [M

IN]

W8 [MIN]

W8 [M

IN]

W8 [MIN]

W8 [M

IN]

W8 [M

IN]

W8 [MIN]

W8 [M

IN]

W8 [M

IN]

W8 [MIN]

W8 [MIN]

W8 [MIN]

W8 [M

IN]

W8 [M

IN]

W8 [MIN]

BELOW6" THK WALL (TYP)

F

S-508

F

S-508

H

S-508

3' -

1 1

/8"

C12x20.7

C12x20.7

G

S-508

B

S-508

C

S-508

E

S-508

D

S-508

D

S-508

BR

BR

BR

BR

BR

BR BR

BR BR

BR

BR

W8 [MIN]

BR

BR

BR

W10x19 TYP.

C

S-506

J

S-506

6.4

G.3

G.7

H.7

K.3

6

G

H

J

K

W8 [MIN]

W8 [MIN]

D3

D3

L6x6x3/8

BR

9' -

10

3/4

"

1' -

3 1

/4"

2' - 6 1/4"

5' - 0" 5' - 0"2' - 5 1/8"

3' -

1 1

/4"

11

1/8

"

8' -

7 7

/8"

B

S-506

(SIM)

6" LWC SLAB

11"

3 7/8" 3 7/8"

33

3 7/8" 3 7/8"

33

W8 [M

IN]

SIM

4

D3 D3

44

A

S-506

2

S-507

1

S-507

3

S-507

W8x28

W8x28

W8x28

10I21

10I21

10I2

115I3

8.5

10I21

EXISTINGWALL BELOW

14I30

14I30

14I30

TYP

SIM

10I21

H

S-506

SIM

G

S-508

B

S-508

(ALL AROUND)6" THK WALL (TYP)

J

S-506

D

S-506

C12x20.7

10I21

14I3

0

10I21

12I2

812I2

5

6.4 6.8

G.3

G.7

H.7

K.3

6

G

H

J

K

(V.I

.F.)

1' -

6 1

/8"

(V.I

.F.)

6' -

0 1

/4"

5' -

9 1

/4"

4' -

9"

(V.I

.F.)

7' -

8"

(V.I

.F.)

7' -

8"

(V.I

.F.

6' -

10

3/4

"

6' - 2 3/8"

4' - 4 1/4" 3' - 0 7/8" 4' - 4 1/4"

ALL STEEL POST'S CENTERED ON EXISTING BEAMS OR ADDED BEAMS, TYP U.O.N.

SEE E/S506 FOR RAMP POST BASE

PLATE DETAILS, TYP.

W8x28

11"

C

S-506

(SIM)3

5' -

0"

3

(V.I

.F.)

3' -

4 1

/8"

(V.I

.F.)

1' -

10

7/8

"

3

D

S-506

PROVIDEW8X28 BEAMS BELOW EXIST DRILL HALL SLAB, PRIOR TO INSTALLATION OF RAMP POSTS/COLUMNS & CONSTRUCTION OF RAMP SLAB

3

B

S-502(SIM)

3

1' - 2 3/4"4' - 4 1/4"

3

BELOW EXIST. WALL

PROVIDEW8X28 BEAM BELOW EXIST DRILL HALL SLAB, PRIOR TO CONSTRUCTION OF RCC RAMP WALLS & RAMP SLAB

4

C12x20.7

SE

E S

EC

TIO

N D

ET

AIL

S I

N S

-50

6

4

4

B

S-502

B

S-502

SIM.

SIM.

4

4

VOID CAVITY UNDER RAMP SLAB SOFFIT TO BE FILLED WITH STYROFOAM FILL. SEE SECTION DETAILS IN S-506

NOTES:

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. ALL ELEVATION GIVEN FROM DRILL HALL LEVEL +100' 00"REFER TO S-111 FOR LOCATION OF THE RAMP ON PLAN, REFER ARCHITECTURAL DRAWINGS FOR THE SETTING OUT OF THE RAMP

3. RAMP SLAB D3 CONSTRUCTION IS 2 1/2" LWC (F'C = 4000 PSI) SLAB OVER 2" COMPOSITE DECK TYPE D3 U.O.N MIN 20 GAGE

INDICATES SLAB DIRECTION .

4. TOP OF ALL RAMP STEEL BEAMS/COLUMNS TO BE 4 1/2 INCH BELOW TOP OF CONCRETE.

5. STRUCTURAL STEEL SHAPES SHALL BE FY50 UNLESSOTHERWISE NOTED. CONNECTION PLATES SHALL BE FY36 UON.

6. W10 = W10 X 19 W8 = W8 X 28 [MIN] BR = 2L 3 1/2 X 3 1/2 X 1/2 (BACK TO BACK)

7. [X] INDICATES NUMBER OF 3/4" Ø x 5" LONG STUD SHEARCONNECTORS ON STEEL BEAM. THE SPACING OF SHEAR STUDS SHALL NOT BE GREATER THAN 12 INCHES ON CENTER.

8. INDICATES COLUMN ABOVE.

9. BEAMS ADJACENT TO INTERIOR SLAB AND STAIR OPENINGS ARE LOCATED 6" FROM THE EDGE OF OPENING TO CENTERLINEOF BEAM, UNLESS OTHERWISE NOTED.

10. BEAMS LOCATED BETWEEN GRIDS ARE TO BE EQUALLY SPACED, UNLESS OTHERWISE NOTED.

ALL RAMP STEEL POST'S TO BE CENTERED ON EXISTING FLOOR BEAMS OR ADDED BEAMS, UON

11.SEE ARCH. DRAWINGS AND SPECIFICATIONS FOR PAINT AND FINISH REQUIREMENTS OF RAMP AND STAIRCASEE STRUCTURAL STEEL FRAMING, CONNECTIONS AND FASTENERS.

12. 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.

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

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20 1

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8:5

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RAMP & STAIRCASEPART PLAN & DETAILS

SECTOR 1

RPJ

S-301


LERA

46086

ESM




ESM

3/8" = 1'-0"B

DRILL HALL PART PLAN - RAMP AND STAIRCASE FRAMING3/8" = 1'-0"

A

DRILL HALL PART PLAN - RAMP AND STAIRCASE DETAILSFLOOR FRAMING BELOW(JUNCTION OF SECTOR 1 AND SECTOR 2)


1 07/01/2020 ADDENDUM 1

2 07/07/2020 ADDENDUM 2

3 07/08/2020 ADDENDUM 3

4 08/05/2020 ADDENDUM 6

1ST FLR105' - 6"

EXISTING 4" SLAB

CL

SLAB D3 2 1/2" LW CONCRETE OVER 2"

DECK

EXISTING 14I30 VIF

EXISTING 14" WALL

6" WALL (f'c = 5000 PSI)

2' - 0"4"

9"

6"

PL 3/8" THK

1.3 Ld

L4X4X3/81/4 3@12

1/4 3@12

PL 3/8" THKSTIFFNER@ 12" OC

1/4

#4 @8" O.C (HORZ & VERT)

#4 @8" O.C (BOTH WAYS) TOP AND BOTTOM

1/2

"

5"

3 1.3 Ld

1.3

Ld

2" MIN.

3

3

3

3

1ST FLR105' - 6"

DRILL HALL100' - 0"

D

S-504

W10x33POST

S-504

G

F

S-504

W12

1' - 3"

PROVIDE

65

1/2

"

3

SEE ARCH DRAWINGS FOR FINISH INFORMATION

1ST FLR105' - 6"

DRILL HALL100' - 0"

EXISTING 26I98 BEAM LOCATION

VIF

VIF EXISTING CONNECTION FOR ENGINEERS REVIEW

EXISTING 14" WALL

POST SUPPORTING FIRST FLOOR SLAB. VIF AND INFORM THRU

DIRECTORS REPRESENTATIVE

EXISTING STAIR. FRAMING TO BE VIF

EXISTING 4" SLAB VIF EXTENT

VIF EXISTING CONNECTION FOR

ENGINEERS REVIEW

.

EXISTING & REMOVAL

65

DRILL HALL100' - 0"

2" TYP

REMOVAL EXTENTUNDER COLUMN ONLY.

EXIST 4" SLAB

EXIST 26I98

EXISTING & REMOVAL

DRILL HALL100' - 0"

EXIST 4" SLAB

EXIST 26I98

PROVIDE

E

S-504

1ST FLR105' - 6"

W12

1/2" GAP

3/8

EXPOSE THIS FACE OFENCASED COLUMN TO

MAKE CONNECTION WITHADDED W12 BEAM

EXISTCOLUMN

PL8x5x3/8

1/2

"

3

14"

8" PL3/8

1/4

3/8

1/4

W10 POST

PL3/81/4

W10 POST W12 BEAM

5

4 NOS 3/4 " DIA ASTM A325 SC BOLTS


PROJECT NORTH


DRAWING NUMBER:

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

TITLE:

LOCATION:

CLIENT:

CONTRACT:

CONSTRUCTION

WARNING:


CONSULTANT:

42x30 P

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SHEET: OF





KEY PLAN

21

SECTORS

1 6 9 18 20 22

A

P

31 2 3

8/5

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20 1

1:3

9:0

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SECTIONS AND DETAILS

RPJ

S-504


LERA

46086

ESM




ESM

3/4" = 1'-0"A

3/8" = 1'-0"B

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

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

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

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


1 07/07/2020 ADDENDUM 2

2 07/08/2020 ADDENDUM 3

3 08/05/2020 ADDENDUM 6

1ST FLR105'-6"

DRILL HALL100'-0"

T.O. CONCRETE FILL

DRILL HALL

EL. +100.00

T.O. RAMP SLAB

EL. VARIES

HANDRAIL, SEE ARCHDWGS. COORDINATE BASE EMBEDWITH SLAB REBAR

W8

W10

W8

W10

E

S-506

NOTE: BRACE NOT SHOWN FOR CLARITY.EXISTING 14I30

VOID(NO FILL)

EL. +100.00

W8

3/4" THK PLATE

3/8

3/8

3/8" THK PLATE

3/8" THK PLATE

W10

(2) 3/4" DIA A325 SC BOLTS

C12x20.7

DRILL HALL T.O. EXIST CONCRETE FILL

d-d

S-506

HANDRAIL (SEE ARCH DRAWINGS). CONTRACTOR TO COORDINATE CONNECTION WITH HANDRAIL MANUFACTURER.SUBMIT CONNECTION DETAILS OF HANDRAIL TO RAMP AND STAIR STRUCTURAL FRAMING FOR REVIEW BY DIRECTORS REPRESENTATIVE

3

1/2" NON-SHRINK GROUT

CJP

CONCRETE FILLED METAL PAN STAIRS(SEE ARCH DRAWINGS FOR INFO.)

5

DRILL HALL100' - 0"

PL 3/8 THK

MA

X1"

EXISTING 14 I 30, REMOVE ENCASEMENT

EXISTING 4" STONECONCRETE TOPING SLAB

EXISTING 4" STONECONCRETE SLAB

PACK NON SHRINKGROUT/WELDED

STEEL SHIMS, TYP

3" MIN

W8

4

W8

EXISTING 10I21, REMOVE ENCASEMENT

BELOW SLAB



3" MINPL1/2

1/4

PACK NON-SHRINKGROUT/WELDEDSTEEL SHIMS

0' -

6"

4

SEE PLAN AND SCHEDULE FOR SIZE AND REINF.

2"

MIN

1.3 LD

1.3 LD

#3@12" DOWELS WITH HILTI HIT HY-200 OR EQUIVALENT, (MIN 4 1/2" EMBEDMENT).

CONTRACTOR SHALL ACCOUNT FOR BASE SLAB THICKNESS IN DRILLING DEPTH, EXISTING SLAB

REINFORCEMENT SHALL NOT BE DAMAGED DURING DRILLING PROCESS.

3" THK & ABOVE PROVIDE #3 @ 12" O.C. DOWELS

AROUND RAMP PERIMETER

CHIP AND ROUGHEN TOP SURFACE OF EXIST BASE SLAB WHERE RAMP

CONCRETE WILL BE DIRECTLY POURED FOR RAMP CONSTRUCTION

WWF6 x 6 - D4 x D4

1 1

/2"

MIN

START OF RAMP

SEE PLAN

~

FEATHERING COMPOUND @ EXISTING CONSTRUCTION

BLOCK OUT BASE SLAB AND FILL AS PART OF RAMP POUR @ ADDED CONSTRUCTION

PROVIDE #3 @ 12" O.C. DOWELS DRILL AND ANCHORED IN EXIST SLAB

EXISTING BEAMS NOT SHOWN FOR CLARITY

STYRO FOAMFILL

PROVIDE STYROFOAM FILL UNDER RAMP SLAB WHEN THIS VERTICAL DIMENSIONS

EXCEEDS 6"

5

L6X6X3/8 CONT

VOID(NO FILL)

CHANGE SLOPE AS SHOWN OF THE DECK AND THE SLAB

STYRO FOAM(TYP, WHERE H EXCEEDS 6")

#4 @ 6" O.C -SLAB TOP & BOTTOM BARS

(BOTHWAYS)

LWC SLAB(LIGHT WEIGHT

CONCRETE )

CLR

3/4

"

SEE DWG N.2/ S-416FOR ANCHOR DETAILS

#3 @ 12" DRILL AN ANCHOR DOWELS WITH HITLI HIT HY 200

OR EQUIVALENT, TYPSTAGGERED ON EACH FACE

3

H

8"

12"

3"

MIN1 1/2"

PL 3/8" THK

F

S-506

4- 1/2" DIA HILTI KWIK BOLTS TZ EXPANSION ANCHORS 2 1/2 " MIN EMBEDMENT

1/4

FOR RAMP IN DRILL HALL (SECTOR 1)

3

4"

1" THK MIN NON-SHRINK GROUT

4"

NOTE: TYPICAL COLUMN BASE

5

1 1/2"

5 5

/8"

2-1/2" DIA HILTI KWIK TZ EXPANSTION ANCHORS2 1/2" MIN EMBEDMENT

PL 1/2"

1/4


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

8/5

/20

20 1

1:3

9:0

6 A

M

BIM

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FIRST FLOOR RAMP ANDSTAIRCASE

RPJ

S-506


LERA

46086

ESM




ESM

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

ADDED RAMP CONSTRUCTION (DRILL HALL) (LEVEL 1)

3/4" = 1'-0"B

ADDED STEEL STAIR AT DRILL HALL GROUND FLOOR

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

W8 CONNECTED TO EXISTING 14I30 BEAM UNDER THESTAIRCASE AND RAMP AT DRILL HALL LEVEL

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

W8 CONNECTED TO EXISTING REINFORCED 10I21 BEAMUNDER THE STAIRCASE AND RAMP AT DRILL HALLLEVEL

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

START OF RAMP DETAIL

1" = 1'-0"J

DETAIL

d-d

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

TYPICAL COLUMN BASE PLATE DETAILS

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

SECTION


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 08/05/2020 ADDENDUM 6

T/ SLAB+5' 6"

T/STR. SLAB

T/STR. SLAB

T/ SLAB+5' 6"

66

T/STR. SLAB

T/ SLAB VARIES

T/STR. SLAB

T/ SLAB+3' 2 3/4"

T/STR. SLAB

T/ SLAB+3' 2 3/4"

T/STR. SLAB

T/ SLAB+3' 2 3/4"

NE.9NE.9

T/STR. SLAB

T/ SLAB+5' 6"

66

+/- 15 kips (T/C)

6' - 2 3/8"

+/- 15 kips (T/C)

6' - 10 1/2"

BR

E

S-506

(SIM)3

+/- 15 kips (T/C)

S-509

K

4' - 2"

BR

TYP

+/- 15 kips (T/C)

SEE J/S-509(TYP- AT BRACE CONNECTION)

3

4

+/- 15 kips (T/C)

BR

44

4

+/- 15 kips (T/C)

BR

4

4

4

+/- 15 kips (T/C)

6' - 10 1/2"

BR


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

8/5

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20 1

1:3

9:1

0 A

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360://4

6086

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RAMP SECTIONS ANDDETAILS

RPJ

S-508


LERA

46086

ESM




ESM

1" = 1'-0"F

SECTION F

1" = 1'-0"H

SECTION H1" = 1'-0"

BSECTION B

1" = 1'-0"C

SECTION

1" = 1'-0"E

SECTION

1" = 1'-0"D

SECTION

1" = 1'-0"G

SECTION

BR - 2- L 3 1/2 x 3 1/2 x 1/2 BACK TO BACK, TYP-UON

RAMP BRACES

3


1 07/01/2020 ADDENDUM 1

2 07/07/2020 ADDENDUM 2

3 07/08/2020 ADDENDUM 3

4 08/05/2020 ADDENDUM 6

COLUMN WEB/FLANGE

SEE PLANPL 3/8 THK

BRACESEE ELEVATION

PROPORTIONWELD FORPRESCRIBEDFORCES

BEAM, SEE PLAN

WORK POINT

BEAM C.L.

MIN

2"

3"

MIN

2"

2 NOS - 3/4" DIA A325 SC BOLTS

CL

3

4

BASE PLATE

2"

COLUMN WEB/FLANGE SEE PLAN

WORK POINT

EXTEND BASE PLATE AS REQUIRED TO ACHIEVE CLEAR DIMENSIONS

RAMP BRACES

BR - 2- L 3 1/2 x 3 1/2 x 1/2 BACK TO BACK, TYP-UON

MIN

2"

3"

MIN

2"

2 NOS - 3/4" DIA A325 SC BOLTS

PROPORTIONWELD FORPRESCRIBEDFORCES

3

3

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

32

8/5

/20

20 1

1:3

9:1

2 A

M

BIM

360://4

6086

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3-J

AM

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RAMP SECTIONS ANDDETAILS

RPJ

S-509


LERA

46086

ESM




ESM

3" = 1'-0"K

RAMP AND STAIRCASE AT DRILL HALL (SECTOR 1)TYPICAL BRACE CONNECTION AT BEAM COLUMNJUNCTION DETAILS

3" = 1'-0"J

RAMP AND STAIRCASE AT DRILL HALL (SECTOR 1)TYPICAL BRACE CONNECTION AT COLUMN BASE DETAILS


1 07/01/2020 ADDENDUM 1

2 07/07/2020 ADDENDUM 2

3 07/08/2020 ADDENDUM 3

4 08/05/2020 ADDENDUM 6

BOILER ROOM

001

STORAGE

033

CIRC

020

UTIL SVC ENTRY

021

MA

TC

H L

INE

SE

E 1

/P-2

02

2

P-401

ABANDONED PIPING FROM DEMO PHASE, TYP



CONTINUED ON P-211

4" CW

4"

CW

WATER METER

4" CW (E)

6" NG (E)2" NG (E)

10"

NG

10"

NG

BP-1

HOUSEKEEPING PAD

ABANDONED IN PLACE

DDT-1

GAS METER AND PLUG VALVE PROVIDED BY

NATURAL GAS PROVIDER.

0 1 2 3 4 5 6 7 8

P

N

M

L

K

J

H

G

F

E

D

C

B

A

6.4 6.8 7.2 7.8

1

10" NG

10" NG

GAS METER

10" NG DN TO GAS METER. PROVIDE SHUTOFF VALVE

AND 6" DIRT LEG AT BOTTOM OF THE DROP.

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

7/3

1/2

020 4

:40:0

1 P

M

BIM

360://4

6086 D

MN

A J

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/SC

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PLUMBING BASEMENT PLANSECTOR 1

TW

P-201


TW

46086

AW




AW0' 4' 8' 16'1/8" = 1'-0"

1PLUMBING BASEMENT PLAN SECTOR 1


1 07/31/2020 ADDENDUM 6

HORN SPEAKERS SIMILAR TO AIPHONE #MH-15W RM. 134/140

PAGING ADAPTOR SIMILAR TO AIPHONE #PD-1

PAGING AMPLIFIER SIMILAR TO AIPHONE #MD120M

INTERCOM HANDSET SIMILAR TO AIPHONE #TD-1HB RM. 134/140

MASTER INTERCOM STATION SIMILAR TO AIPHONE #TD-12H/B RM. #218

POWER SUPPLY SIMILAR TO AIPHONE # PS-1225UL RM #218

S S S S S

NOTE:

1. PROVIDE ALL WIRING PER MANUFACTURER'S REQUIREMENTS.

DRAWN BY

CHK'D. BY

PROJECT Title

SCALE

CSK NO.

ISSUE DATE



NOT TO SCALE

MM

MDA 08/04/20

PA SYSTEM ONE-LINE DIAGRAM

FMS / INSPECTION INTERCOMSKE-3RENOVATE JAMAICA

ARMORY

NOT TO SCALE

PA SYS. ONE-LINE DIAG. FMS / INSPEC. INTERCOM1

DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A ... 06 C.pdf · updated 05/24/2018 printed...

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Transcript of DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A ... 06 C.pdf · updated 05/24/2018 printed...