DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding...

40
Updated 07/28/2015 Printed 02/11/2020 Page 1 of 3 Project No. 46137 – C, H, P, E DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY 12242 ADDENDUM NO. 1 TO PROJECT NO. 46137 CONSTRUCTION, HVAC, PLUMBING AND ELECTRICAL WORK PROVIDE NEW ADDITION CLASSROOMS & OFFICE SPACES BUILDING 118 RESIDENTIAL REHABILITATION UNIT BEDFORD HILLS CORRECTIONAL FACILITY 247 HARRIS RD BEDFORD HILLS, NY February 11, 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. CONSTRUCTION SPECIFICATIONS 1. 111901 DETENTION EQUIPMENT A. Delete Section 111901 in its entirety. Replace with the updated Section 111901 that accompanies this addendum. GENERAL DRAWINGS 2. Drawing No. G-001 A. INDEX OF DRAWINGS 1) Delete PLUMBING drawing sheet 55: “P-105 SUB-GRADE PASSIVE DEPRESSURIZATION SYSTEM” 2) Add CONSTRUCTION drawing sheet 43A: “P-105 SUB-GRADE PASSIVE DEPRESSURIZATION SYSTEM” 3) Add ELECTRICAL drawing sheet 47A: “E-504 DETAILS” B. KEY PLAN 1) Revised Key Plan Drawing No. AD-01.01 02/06/2020 accompanies this Addendum.

Transcript of DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding...

Page 1: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Updated 07/28/2015

Printed 02/11/2020 Page 1 of 3 Project No. 46137 – C, H, P, E

DESIGN AND CONSTRUCTION GROUP

THE GOVERNOR NELSON A. ROCKEFELLER

EMPIRE STATE PLAZA

ALBANY, NY 12242

ADDENDUM NO. 1 TO PROJECT NO. 46137

CONSTRUCTION, HVAC, PLUMBING AND ELECTRICAL WORK

PROVIDE NEW ADDITION

CLASSROOMS & OFFICE SPACES

BUILDING 118

RESIDENTIAL REHABILITATION UNIT

BEDFORD HILLS CORRECTIONAL FACILITY

247 HARRIS RD

BEDFORD HILLS, NY

February 11, 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.

CONSTRUCTION SPECIFICATIONS

1. 111901 DETENTION EQUIPMENT

A. Delete Section 111901 in its entirety. Replace with the updated Section 111901 that

accompanies this addendum.

GENERAL DRAWINGS

2. Drawing No. G-001

A. INDEX OF DRAWINGS

1) Delete PLUMBING drawing sheet 55:

“P-105 SUB-GRADE PASSIVE DEPRESSURIZATION SYSTEM”

2) Add CONSTRUCTION drawing sheet 43A:

“P-105 SUB-GRADE PASSIVE DEPRESSURIZATION SYSTEM”

3) Add ELECTRICAL drawing sheet 47A:

“E-504 DETAILS”

B. KEY PLAN

1) Revised Key Plan Drawing No. AD-01.01 02/06/2020 accompanies this

Addendum.

Page 2: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

ADDENDUM NO. 1 TO PROJECT NO. 46137

Created 05/19/2009

Edited and/or Printed 02/11/2020 Page 2 of 3 Project No. 46137 – C, H. P. E

CONSTRUCTION DRAWINGS

3. Drawing No. C-002:

A. STORAGE AND STAGING PLAN: Change note “CONTRACTOR STAGING AREA

WITH TEMPORARY BARRIER FENCE” to “CONTRACTOR STAGING AREA

WITH TEMPORARY SECURE FENCE”.

4. Drawing No. S-101:

A. Revise per Drawing No. AD-01.05 which accompanies this Addendum.

B. Delete Note: “4” PVC GAS COLLECTION PIPING PROVIDED BY P-CONTRACT”

Add Note: “4” PVC GAS COLLECTION PIPING”

5. Drawing No. S-301 – Details 1, 2, 3 and 7:

A. Delete Note: “4” PVC GAS COLLECTION PIPING PROVIDED BY P-CONTRACT”

Add Note: “4” PVC GAS COLLECTION PIPING”

6. Drawing No. A-103:

A. SYMBOLS LEGEND: Revise as follows:

1) Delete: SURFACE MOUNTED 24X48 LIGHT FIXTURE

Add: RECESSED 24X48 LIGHT FIXTURE

2) Delete: SURFACE MOUNTED 12X48 LIGHT FIXTURE

Add: RECESSED 12X48 LIGHT FIXTURE

7. Drawing No. A-402:

A. Detail 4/A-402 add General Note: “SCAN SLAB TO VERIFY LOCATIONS OF ALL

IN SLAB REINFORCEMENT AND CONDUITS”

8. Revised Drawing:

A. Drawing No. A-510, noted “REVISED DRAWING A-510 02/06/2020”, accompanies

this Addendum and supersedes the same numbered originally issued drawing.

9. Revised Drawing:

A. Drawing No. A-601, noted “REVISED DRAWING A-601 02/06/2020”, accompanies

this Addendum and supersedes the same numbered originally issued drawing.

10. Drawing No. A-602:

A. Revise per Drawing No. AD-01.06 which accompanies this Addendum.

11. Revised Drawing:

A. Drawing No. P-105, noted “REVISED DRAWING P-105 02/06/2020”, accompanies this

Addendum and supersedes the same numbered originally issued drawing.

B. P-105 is revised and is now included in the C-Contract scope of work.

Page 3: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

ADDENDUM NO. 1 TO PROJECT NO. 46137

Created 05/19/2009

Edited and/or Printed 02/11/2020 Page 3 of 3 Project No. 46137 – C, H. P. E

PLUMBING DRAWINGS

12. Revised Drawing:

A. P-105 is revised and is removed from the P-Contract scope of work. P-105 is now

included in the C-Contract scope of work.

ELECTRICAL DRAWINGS

13. Drawing No. E-101:

A. Detail 2 / E-101 REFERENCE PHOTOS is revised for clarity with Drawing No’s.: AD-

01.02, AD-01.03 and AD-01.04 dated 02/06/2020 which accompanies this Addendum.

14. Drawing No. E-601:

A. Receptacle Tag Schedule: Add “General Note. 1: Provide 10 gauge security faceplates

for receptacles within corridors and classrooms.”

B. Switch Tag Schedule: Add “General Note. 1: Provide 10 gauge security faceplates for

switches within corridors and classrooms.”

15. Revised Drawing:

A. Drawing No. E-104, noted “REVISED DRAWING 02/10/2020” accompanies this

Addendum and supersedes the same numbered originally issued drawings.

16. Add Drawing:

A. New Drawing No. E-504 accompanies this Addendum and forms part of the Contract

Documents.

END OF ADDENDUM

Erik T. Deyoe, P.E.

Director, Division of Design

Design & Construction

Page 4: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 1 Project No. 46137-C

SECTION 111901

DETENTION EQUIPMENT

PART 1 GENERAL

1.01 PRODUCTS PROVIDED BY OTHERS

A. Power Wiring to Control Consoles: Electrical Work Contract.

1.02 RELATED WORK SPECIFIED ELSEWHERE

A. Steel Doors And Frames: Section 081102.

B. Finish Hardware: Section 087100.

C. Security Glazing: Section 088853.

D. Construction Painting: Section 099101

E. Wiring For Detention Equipment Systems: Section 260506.

1.03 REFERENCES

A. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural

Welding Code - Sheet Steel, AWS D1.3, as applicable, by the American Welding

Society (AWS Codes).

B. Materials and Finishes Standards:

1. ANSI/BHMA A156.18-2016, American National Standard for Materials

and Finishes.

C. ASTM-American Society for Testing Materials:1. ASTM A1008/A1008M-2018 Standard Specification for Steel, Sheet,

Cold- Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low Alloy with Improved Formability, Solution Hardened, and Bake Hardenable.

2. ASTM A1011A/A1011M-2018a Standard Specification for Steel, Sheet and Strip, Carbon, Hot Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low Alloy with Improved Formability, and Ultra-High Strength.

3. ASTM A653/653M-2019a Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated (Galvannealed) by the Hot Dip Process.

D. Conform to the requirements of the National Electric Code.

1.04 DEFINITIONS

Page 5: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 2 Project No. 46137-C

A. Technical Advisor(s): Full time employee of the Company that manufactures

both electric and mechanical, detention equipment and systems, and detention

hardware and accessories, who is certified in writing by the Company to be

technically qualified in the design, installation, operation, and servicing of the

required products.

B. Benchmark: Detention door and frame assembly of each type that is constructed

on-site. Benchmarks are constructed to verify quality of materials and execution;

to review coordination between frames, doors, and hardware; to demonstrate the

relationship between partitions and frames; and to demonstrate compliance with

specified clearances and 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

1.05 SUBMITTALS

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

Section 013300 does not apply to this Section.

B. Submittal Packages: Submit the entire Quality Assurance Package prior to other

submittal packages. After Quality Assurance Package is approved, submit the

Detention Equipment Package, Detention Hardware Package, and the Power and

Control Wiring Package specified below at the same time.

C. Quality Assurance Package:

1. Equipment Manufacturer’s Qualifications:

a. Name, business address and telephone numbers of the

Equipment Manufacturer.

b. Names, addresses and telephone numbers of facility contacts of

5 similar projects where manufacturer’s detention equipment

and hardware has been in operation for a minimum of 3 years.

2. Equipment Installation Company Qualifications:

a. Name, business address and telephone numbers of the

installation company.

b. Provide a comprehensive history of the Installation Company.

c. Names, addresses and telephone numbers of facility contacts of

5 similar projects company has completed in past 3 years.

d. Current written certification from the detention equipment

manufacturer the company installing the Work has successfully

completed factory training and is qualified as a Detention

Equipment Contractor.

3. Equipment Installer’s Qualifications:

a. Name of person providing full time on-site supervision of the

installation and completion of Work of this section.

b. If the person providing full time on-site supervision changes

after submittal approval, submit the qualifications for the new

onsite supervisor.

Page 6: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 3 Project No. 46137-C

c. Names, addresses and telephone numbers of facility contacts of

5 similar projects this person has supervised in the past 3 years.

d. Current written certification from the detention equipment

manufacturer the person providing on-site supervision of the

Work has successfully completed training and is qualified in the

installation of the accepted detention products.

4. Power and Control Wiring Installation Company Qualification:

a. Name, address and telephone numbers of the installation

company.

b. Provide a comprehensive history of the Installation Company.

c. Names, addresses and facility contacts of 5 similar projects the

installation company has completed in the past 3 years.

5. Power and Control Wiring Installer’s Qualifications:

a. Name of person providing full time on-site supervision of the

installation and completion of the Work of this section.

b. If the person providing full time on-site supervision changes

after submittal approval, submit the qualifications for the new

onsite supervisor.

c. Names, addresses and telephone numbers of facility contacts of

5 similar projects this person has supervised in the past 3 years

6. Technical Advisor’s Qualifications:

a. Name, business address and telephone numbers of technical

advisor(s).

b. If the technical advisor(s) changes after submittal approval,

submit the qualifications for the new onsite supervisor.

c. Written certification from detention equipment and detention

hardware manufacturers that advisor is technically qualified in

design, installation and servicing of products.

D. Detention Equipment Package:

1. Shop Drawings: Show relationship of detention equipment with other

Work.

a. Complete detailed drawings for each style of door/gate required.

Include separate schedule for each. List materials required, and

technical data including size, and finish to ensure conformance

to specifications. Include details of all major components and

show accessories. Include parts list showing manufacturers’

names and part numbers for the complete installation.

b. Include details of lock mountings.

c. Indicate shop and field welds by standard AWS welding

symbols.

d. For doors/gates to be installed in existing openings, field

measure existing gate openings and other conditions, and

indicate existing information on shop drawings. Include date(s)

and name(s) of person(s) performing field verifications.

e. Complete detailed drawings for each console/panel required.

Indicate technical data, including size and finishes, to ensure

conformance to specifications. Show relationship of all required

Page 7: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 4 Project No. 46137-C

components with respect to the console housing. Include parts

list showing manufacturers’ names and part numbers for the

complete installation.

1) Drawings shall be dimensioned showing location of

each item (switch, LED, nameplate, etc.) mounted to the

control console/panel top (faceplate) and cut-out

locations.

2) Include scale drawing showing location of all

components which are to be located within and in the

control console/panel.

2. Product Data: Current catalog sheets, specifications and installation

instructions for accessories. Identify each item and component.

E. Detention Hardware Package:

1. Hardware Schedule: Use a vertical schedule layout. Horizontal

hardware schedules are not acceptable

2. Preface the schedule with the following:

a. Door Index

b. List of Manufacturers

c. List and explanation of finishes

d. List and explanation of abbreviations.

e. Keying schedule, keying instructions and key code. Include the

type lock used for the individual openings.

3. For Each Opening Include the Following:

a. Material and dimensions of doors, frames and gates.

b. Location and Handing

c. Fire Rating.

d. Detention hardware required to complete the Work of this

Section.

4. Create detention hardware groups, each group consisting of similar

detention doors and detention hardware. Do not combine labeled and

non-labeled openings.

a. Arrange by Buildings if required, and in groups; each group

consisting of similar doors gates and hardware.

b. Include manufacturers’ names, catalog numbers, sizes and

finishes.

c. Product quantities are not checked for accuracy.

5. Under each group heading, list hardware items in detail required for

ordering. For each item Include:

a. Quantity (3 ea)

b. Type (3 ea Hinges)

c. Manufacturers’ Name (3 ea Hinges Brookfield)

d. Size and Catalog number (3 ea Hinges Brookfield I-8513)

e. Accessories and options (3 ea Hinges Brookfield I-8513 x

application “C”).

f. Finish (3 ea Hinges Brookfield I-8513 x application “C” x

US32D.

g. Fasteners (3 ea Hinges Brookfield I-8513 x application “C” x

US32D x Torx)

Page 8: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 5 Project No. 46137-C

6. Product Data: Furnish 2 current Manufacturer’s Catalog sheets,

specifications, templates, and installation instructions for each item of

detention hardware required to complete Work of this Section. Identify

and highlight information pertaining specifically the items and

components submitted for this project.

F. Power and Control Wiring Package:

1. Shop Drawings:

a. Wiring Diagrams: Include wiring diagrams of the complete

system as proposed to be installed.

1) Standard diagrams will not be acceptable.

2) Wiring diagrams showing point-to-point connections to

electrical components specified, including power and

control wiring within the control console/panel.

3) Include in the diagrams connections between the

components (locking devices, locks, position switches,

etc.) affected and the control console/panel.

4) Include connections to the control console/panel.

2. Product Data:

a. Bill of Materials: Provide a Bill of Materials identifying each

system device or component proposed to be used for this system

as listed in PART 2 PRODUCTS of this section. The Bill of

Materials shall provide the following information:

1) Identify each item by name and model number.

2) Indicate the page number(s) in the Submittal Package

where information required for that item can be found.

3) Identify the appropriate specification section, Article

number, paragraph and subparagraph where that item is

listed in the project manual.

b. Current catalog sheets, specifications and installation

instructions for each system device or component proposed for

use as listed in PART 2 PRODUCTS of this section and as listed

in the Bill of Materials.

1) Catalog sheets shall be marked up by the contractor to

clearly identify exact what item is being submitted for

approval and marked up clearly indicating what options

the item will have to meet the contract requirements.

3. Detailed sequence of operations. Submit in a format similar to

Description of Completed System.

G. Contract Closeout Submittals:

1. Operation and Maintenance Data for Detention Equipment: In addition

to the electronic submission, deliver 3 hard copies of instructions for

operation, maintenance recommendations, and parts manuals covering

the installed products to the Director’s Representative.

2. Operation and Maintenance Data for Detention Hardware: In addition to

the electronic submission, deliver 3 hard copies of instructions,

maintenance, and parts manuals covering the installed products to the

Director’s Representative.

Page 9: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 6 Project No. 46137-C

3. Operation and Maintenance Data for Power and Control Wiring

Products:

a. In addition to the electronic submission deliver 3 hard copies of

instructions, maintenance recommendations, and parts manuals

covering each of the installed products to the Director’s

Representative.

b. Electronically and in hard copy furnish a comprehensive,

complete point-to-point wiring diagram of the entire system as

installed. Number all conductors, (numbers shall correspond to

numbered tags installed on each conductor) and show all

termination points.

4. Final Systems Testing Report and Certification of Proper Operation:

Submit electronically and deliver hard copy to the Director’s

Representative written certification from the detention equipment

manufacturer(s) that the detention equipment systems, the detention

locks, and the accessories are installed correctly and operating properly.

Certification to include name of person(s) performing the inspection,

date(s) performed, a listing of locations inspected, functions tested, and a

confirmation that all required corrections or adjustments have been

satisfactorily completed.

5. Spare components and maintenance kit.

1.06 TEMPLATES

A. After receipt of approved submittals, furnish current required templates to the

affected trades to enable the fabricators to make proper provision for hardware

without delaying job progress.

1.07 QUALITY ASSURANCE

A. Equipment Manufacturer’s Qualifications: The manufacturer of detention

hardware, detention equipment, and control consoles shall be regularly engaged

in the production of such products, shall have furnished such products for 5

similar projects that have been in operation for a minimum of 3 years, and is

subject to the Director’s approval.

B. Installation Company Qualifications: The Company installing the Work of this

Section shall hold current written certification as an approved Detention

Equipment Contractor from the approved Detention Equipment Manufacturer

and shall be experienced in detention equipment work, and shall have been

engaged in the assembly and installation of detention equipment for a minimum

of 3 years.

C. Installer’s Qualifications: The person(s) installing and providing full time on-site

supervision of the Work of this Section shall be experienced in detention

equipment work, shall hold current written certification from the Detention

Equipment Manufacturer that they have successfully completed training and are

qualified in the installation of the accepted detention products, and shall have

been engaged in the assembly and supervision of installation of detention

Page 10: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 7 Project No. 46137-C

equipment for a minimum of 3 years.

D. Power and Control Wiring Installation Company Qualifications: The Company

installing the Work of this Section shall be experienced in control wiring for

detention work and shall have been engaged in the installation of detention

power and control wiring for a minimum of 3 years.

E. Power and Control Wiring Installer’s Qualifications: The electrician(s)

installing and providing full time on-site supervision of the power and control

wiring for and in cabinets, detention devices and equipment in this Section

including shop fabrication and field wiring shall be experienced in detention

wiring, shall have been engaged in wiring detention operating device systems,

control panels, and emergency release cabinets for a minimum of 3 years.

F. Technical Advisor: In addition to being present via teleconference for the Pre-

Installation Conference, upon request secure the services of a Technical Advisor

for a one site inspection for the following:

1. Render technical assistance to the Installer regarding installation

procedures of the detention equipment.

2. Familiarize the Director’s Representative with the aspects of proper

installation and operation of the detention equipment.

3. Answer questions which might arise.

4. Witness final systems test and certify with an affidavit that the system is

installed correctly and is operating properly.

G. Pre-Delivery Inspection: Before the detention equipment is scheduled to be

delivered to the site, and prior to the second door skin being attached to the

doors, the Director’s Representative will call a conference at the Detention Door

and Frame manufacturer’s warehouse for the purpose of inspecting the doors,

frames, and hardware; reviewing the Contract Documents, shop drawings,

approved submissions, and the requirements of the Work. The Physical Security

Consultant Designer, Consultant Designers, OGS Project Team Leader, Project

Manager, and in-house Physical Security Reviewers, OGS Engineer-in- Charge

shall attend. Other participants may be invited at the discretion of the Director.

H. Pre Delivery Control Cabinet, Control Console (Consolet), and/or control

Panel/Housing Inspections:

1. Before the control cabinet, control console, and/or control panel/housing

is delivered to the site, the Director’s Representative will call a

conference at the Control Cabinet, Control Console (Consolet) at the

manufacturer’s warehouse. The purpose of the inspection is to confirm

fabrication according to the approved shop drawing submittals and

conformance with applicable referenced Codes regarding materials,

methods, and workmanship. The Physical Security Design Consultant,

the OGS Physical and Electronic Security Reviewers, the Team Leader,

and the Project Manager shall attend. Other participants may be invited

at the discretion of the Director. Upon inspection and approval, the

control cabinet, control console, and/or control panel/housing assemblies

may be delivered to the Site for installation.

Page 11: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 8 Project No. 46137-C

I. Pre-Installation and Pre-Benchmark Installation Conference: Once the Detention

Equipment is delivered to the site and prior to the construction of the Benchmark

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

discuss the intent of the Benchmark. The meeting will be scheduled by the

Director’s Representative and conducted by the Physical Security Designer and

Reviewer. The OGS Physical Security Reviewer, OGS Team Leader, OGS

Project Manager, Contractor’s on -site Foreman, Detention equipment installers,

and Power and Control Wiring installer shall attend. Other participants may be

invited at the discretion of the Director.

J. 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. Install a detention door, frame, and hardware assembly of each type

specified in this section, in locations as directed, and include hinges,

locksets, 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 written approval of benchmarks

before proceeding with work.

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.

K. Galvanizing Stamp: Stamp galvanized items with name of the galvanizer, weight

of coating, and applicable ASTM number.

L. Uniformity of Detention Equipment Systems: Provide detention equipment

systems specified in this Section from the same manufacturer.

1. Provide Folger Adam detention equipment manufactured by

Southern Folger Detention Equipment Company.

M. Construction Verification: In order to confirm the products furnished complywith the specifications, the Director’s Representative will choose one door andframe, of each type, at random for examination. The examination will involvecutting the door and frame to expose the internal construction for inspection ofthe framing, reinforcements, welds, and other construction details. The selected doors and frames are in addition to the doors and frames identified in theContract Documents. The Contractor shall include an allowance in their detailedestimate for the initial destructive testing. Should deviations from the Contract

Page 12: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 9 Project No. 46137-C

requirements be found, the Director’s Representative reserves the right to inspectadditional units to confirm compliance. The additional inspections andappropriate corrective measures shall be provided by the Contractor at no cost tothe State.

1.08 DELIVERY

A. Coordinate delivery of anchors and other accessories to be built into other Work,

to avoid delay. Furnish instructions and templates to the affected trades as

required for accurate location.

B. The manufacturer of the prison lock keys shall provide advance notification as

directed and ship all prison lock keys through the United States Postal Service or

United Parcel Service, direct from manufacturer to the facility, via Registered

Mail, Restricted Delivery, Return Receipt Requested.

C. Specific information regarding cut key delivery, including names and addresses,

and phone numbers will be provided to the successful low bidder at the initial

job meeting.

1.09 MAINTENANCE

A. Spare Components: Furnish a minimum of two of the following components,

except as specified otherwise. Furnish two units of each hand for handed items.

Store at the Site where directed:

1. Torsion Spring Deadbolt Cam Latch bolt.

2. Control Panels:

a. Four (4) momentary contact push-buttons.

b. Four (4) of each type of indicator lights.

c. Four (4) 2 amp circuit breakers.

d. 5 amp circuit breakers.

B. Maintenance Materials:

1. Hand Tool Maintenance Kit(s): Lockable steel tool box each containing

one set of all hand tools and fasteners necessary to perform preventative

maintenance and repairs of detention equipment, and locking system

devices. This list includes but is not limited to the following:

a. One complete Torx kit and driver.

b. Acceptable Manufacturers: Craftsman or Snap-On with lifetime

warranty.

c. Manufacturers recommended lubricants for three (3) years’

service.

d. This is not a complete list of required tools, but it is a

representation of the type needed for service and repair of the

devices.

PART 2 PRODUCTS

Page 13: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 10 Project No. 46137-C

2.01 DETENTION EQUIPMENT COMPANIES

A. American Jail Products, LLC, 4 Van Buren St., Troy, NY 12180, (518) 271-

6560, www.americanjailproducts.com.

B. Hilti, Inc., P.O. Box 21148, Tulsa, OK 74121, (800) 879-8000,

www.us.hilti.com.

C. Allegion:

1. LCN, 121 W. Railroad Avenue P. O. Box 100, Princeton, IL 61356,

(877) 671-7011, www.lcnclosers.com.

2. Glynn-Johnson Door Control Hardware, 2720 Tobey Drive,

Indianapolis, IN 46219, (877) 671-7011, www.glynn-johnson.com.

D. JRS Company, Inc., P. O. Box 2035, Covina, CA 91722, (626) 967-2432,

www.jrscoinc.com.

E. Assa Abloy Door Accessories:

1. Markar Products Inc., 68 Ward Road, Lancaster, NY 14086-9779, (800)

866-1688, www.markar.com.

2. Rockwood Manufacturing, 300 Main St., Rockwood, PA. 15557,

(800) 458-2424, www.rockwoodmfg.com

F. Maximum Security Products Corporation, 3 Schoolhouse Lane, Waterford, NY

12188, (518) 233-1800, www.maximumsecuritycorp.com.

G. Powers Fasteners, Inc., 2 Powers Lane, Brewster, NY 10509, (914) 235-6300,

www.powers.com.

H. Protective Closures Company, 2150 Elmwood Ave., Buffalo, NY 14207, (888)

227-5847, www.caplugs.com.

I. R and S Corporation, 7021 La HWY 1 South, Addis, LA 70710 (225) 749-8001,

www.randscorp.com.

J. Southern Folger Detention Equipment Company, 4634 South Presa St., San

Antonio, TX 78223, (210) 533-1231, www.southernfolger.com.

K. Sentry Security Fasteners Inc., 8208 N. University St., Peoria, IL 61615, (309)

693-2800.

L. Stanley Works, 480 Myrtle St., New Britain, CT 06050, (800) 622-4393,

www.stanleyworks.com.

M. Tanner Bolt and Nut Corporation, 4302 Glenwood Road, Brooklyn, NY 11210,

(718) 43404500.

2.02 MATERIALS

Page 14: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 11 Project No. 46137-C

A. Steel Plate: Open-hearth mild steel produced especially for detention use;

ASTM A 36.

B. Steel Tubing: Hot-formed, welded or seamless, structural tubing; ASTM A 501.

C. Miscellaneous Steel Shapes and Bars: ASTM A 36, unless otherwise specified

or indicated.

D. Steel Sheet:

1. Hot-Rolled Steel Sheets and Strip: Commercial quality carbon steel

pickled and oiled, complying with ASTM A 569 and ASTM A 568.

2. Cold-Rolled Steel Sheets: Commercial quality carbon steel, complying

with ASTM A 366 and ASTM A 568.

E. Stainless Steel: Type 304; ASTM A 666 for plate, sheet and strip; ASTM A 276

for bars and shapes; US32D (630) for hardware, No. 3 finish for sheet and strip,

unless otherwise specified or indicated.

F. Anchors:

1. For Solid Masonry and Concrete:

a. Internally Threaded Expansion Shield Anchors (For Lag Bolts):

FS FF-S-325, Group II, Type 1.

2. For Hollow Concrete Masonry:

a. Double Expansion Anchors: Dual expansion machine bolt

anchor suitable for hollow concrete masonry. Powers Fasteners,

Double Expansion Anchor or approved equal.

G. Fasteners:

1. Bolts and Nuts: ASTM A 307-12, Grade A, ASTM A563-07a.

a. Concealed Bolts: Standard common bolts with lock washers and

nuts.

b. Exposed Bolts: Torx center pin security head bolts, unless

otherwise specified.

c. Carriage Bolts:

1) Exposed bolts with lock washers and nuts for mounting

of control console to counter top.

2) Plain Washers: Round, general assembly grade carbon

steel.

3) Lock Washers: Helical spring type carbon steel.

d. Carbon Steel Fasteners: Zinc plated per ASTM B695 or ASTM

F2329.

e. Stainless Steel Fasteners: Type 304, ASTM F593-13a.

2. Machine Screws: ANSI/ASME B18.6.3, ASTM F 835-13.

a. Concealed Machine Screws: Torx center pin security head

screws, unless otherwise specified.

b. Exposed Machine Screws: Torx center pin security head

screws, unless otherwise noted.

Page 15: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 12 Project No. 46137-C

c. Alloy Steel Screws: Zinc plated per ASTM B695 or ASTM

F2329.

d. Stainless Steel Screws: Type 304, ASTM F879-12.

H. Paint:

1. Cold Galvanizing Compound: Single component, non-aerosol,

compound giving 93 percent pure zinc in dried film, and meeting

2. Ferrous and Galvanized Shop Primer: Zinc rich primer as manufactured

by or recommended by the finish paint manufacturer. Coordinate

submittals with Section 099101 certification requirements.

2.03 DETENTION HARDWARE

A. Manufacturers:

1. Detention Hinges: Southern Steel, Markar, and Stanley.

2. Locking Systems and Detention Hardware: Southern Folger Detention

Equipment Company.

3. Knob Pulls, Raised Pulls, Flush Pulls, Accessories: Southern Folger

Detention Equipment Company, Maximum Security Products, and

Bronze Craft.

4. Security Door Closer: LCN Door Closer Company:

a. Series 4200, factory adjusted to size 3, and field adjusted to the

size specified in the hardware set , through bolted.

B. General Notes:

1. At mortise locksets provide mortise strikes with dust box furnished by

the lock manufacturer.

2. Provide Deadlocks with bolt keepers with dust box.

3. Locate centerline of mechanical deadbolt and electric latchbolt 3’-2”

high from top of finished floor unless noted otherwise.

4. Where manual locks require escutcheons or cylinder shields, extend

cylinder shanks into escutcheons or cylinder shields.

5. Deadlocks: Use 1-1/4 inches extended bolt for stop side mounting.

6. Fill and grind smooth exposed ends of fasteners at lock mounting plate.

7. Locate centerline of Door Pull 4’-0” from top of finished floor unless

otherwise shown.

8. Maximum undercut of 5/8 inch on detention doors without thresholds

unless noted otherwise.a. Bottom (at threshold): 3/8 inch maximum to top of threshold.

9. Set thresholds in full bed of Type 3 Sealant.

10. Surface mount detention hinges unless otherwise specified.

a. Weld detention hinges as recommended by manufacturer to

allow hinges to function at rated capacities without inducing

hinge bind.

b. For detention hinges provide a minimum fillet weld size of 1/4

inch, continuous on three sides of each hinge leaf. Attach

ground to hinge leaf and jamb to prevent welding current from

being carried through the hinge barrel when welding hinges to

Page 16: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 13 Project No. 46137-C

the jambs. Ensure weld interpass temperature of the hinge does

not exceed 225 degrees F.

c. Hinge leafs: Full sized, or one leaf is full size and the other one

is 1-1/2 inches minimum to centerline of barrel sized to fit

frame.

11. Single Wing Escutcheons: Use on electric jamb mounted locks, stair

doors, control room doors, and emergency release cabinets.

12. Where electrically operated hardware and monitoring is required provide

hardware enclosures, junction boxes and interconnections using UL

approved conduit, elbows, and connectors.

13. Provide sized overhead stops and closers according to manufacturer's

table of sizes unless non-sized or barrier-free closers are specified.

Verify with manufacturers, the special templates provided are

compatible with the 2-1/4 inch door thickness, 5 inch prison hinge

installation, and 3/4 inch stop height. Attach overhead stops and closers

to doors with through-bolts.

14. Use proper installation sequence e.g., install head gasketing first, then

install overhead stops and coordinators before surface mounted door

closers. Template door closers for maximum door swing allowed by

wall placement and jamb conditions. Where overhead stop prevents

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

allowed by overhead stop.

15. Provide molex plug connector for electric locks

16. Galvanize exterior assemblies, and assemblies exposed to wet areas,

shower rooms, etc.

C. Detention Hardware Groups:

Group A:

1. Institutional Hinge: 2 ea Southern Steel 204FMSS 4.5 x 4.5 torx x 630.

2. Institutional Electric Power Transfer Hinge: 1 ea Southern Steel 204E

4.5 x 4.5 x torx x 630.

3. Door Position Switch: 1 ea Southern Steel 220A-42.

4. Electric Institutional Mortise Lock: 1 ea Folger Adam SK both sides

D9349 non-fail safe x Folger Adam Mogul Cylinders x DIS x KLO x

918-D-S x US32D.

5. Gasketing at Head: 1 es Legacy 5924 MA x torx.

6. Security Door Closer: 1 ea LCN 4214 x TMS x SRI x AL.

7. Gasketing at Jambs: 1 set Legacy 5924 MA x torx.

8. Wall Bumper: 1 ea Rockwood No. 400, 401, or 402 x US26D.

9. Protection Plate: 1 ea Rockwood K1050 16” x 2” LDW stop side x

.050" x B4E x OHUCMS 6” oc x US32D.

INSTALLATION NOTES: Install Electric Hinge in middle position. Install

gasketing at head. Then install overhead stop over gasketing and fasten through

the gasketing. Then install closer and fasten through the gasketing. Do not cut

gasketing for overhead stop and at closer parallel arm shoe.

Description of Operation: See 2.05 A.

Page 17: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 14 Project No. 46137-C

Group B:

1. Continuous Hinges: 1 ea Markar FM300 x M91-003MM x HT x welded

End Pins x 83.125” OA x Torx.

2. Institutional Mortise Deadlock: 1 ea Folger Adam D9318 x 918DNL x

900 Box x US32D.

3. Raised Door Pull: 1 ea Folger Adam No. 2 x US26D.

4. Protection Plate: 1 ea Rockwood K1050 16” x 2” LDW stop side x

.050" x B4E x OHUCMS 6” oc x US32D.

5. Gasketing: 1 set Legacy 5926 MA x torx.

Group C:

1. Hinges: 3 ea Stanley BBK852, MSPK855, or Brookfield I-8510 series,

zinc plated.

2. Prison Deadlock: 1 ea Folger Adam No. 86 x lock mount x galvanized

case.

3. Escutcheon: 1 ea Folger Adam No. 1 x US32D.

4. Cylinder Shield: 1 ea Folger Adam No. US32D.

5. Raised Door Pulls: 2 ea Folger Adam No. 2 x US26D.

6. Gasketing at Head: 1 es Legacy 5924 MA x torx.

7. Surface Overhead Stop: 1 ea Glynn Johnson 81S-HD x SOC x TMS x

US32D.

8. Security Door Closer: 1 ea LCN 4214 x ST3456 x 5th screw hole

spacer/ TB(2-1/4") TMS x SRI x AL.

9. Protection Plate: 1 ea Rockwood 16” x 2” LDW stop side x .050 x B4E

x OHUCMS 6” oc x US32D.

10. Astragal: By door manufacturer.

11. Threshold: 1 ea Legacy 3556 MA x torx.

12. Gasketing at Jambs: 1 set Legacy 5924 MA x torx.

13. Door Bottom: 1 ea Legacy78918 CA x torx.

Installation Notes: Install gasketing at head. Then install overhead stop over

gasketing and fasten through the gasketing. Then install closer and fasten

through the gasketing. Do not cut gasketing for overhead stop and at closer

parallel arm shoe.

Group D:

1. Hinges: 3 ea Stanley BBK852, MSPK855, or Brookfield I-8510 series,

zinc plated

2. Electric Prison Lock- jamb mounted: 1 ea Folger Adam No. 56ELLNN

x latch bolt remains retracted until control console switch is set to

LOCK x indicator switches x lock mount x galvanized case.

3. Escutcheons: 1 ea Folger Adam No. 1 x US32D.

4. Cylinder Shield: 1 ea Folger Adam No. 2CS x US32D.

5. Rim Exit Device: Precision FL2114 x 4914K x 630 x torx.

6. Raised Door Pull: 1 ea Folger Adam No. 2 x US26D on push side only.

7. Door Position Switch: 1 ea Folger Adam No. 534 series x standard

housing.

8. Gasketing at Head: 1 ea Legacy 5924 MA x torx.

Page 18: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 15 Project No. 46137-C

9. Security Door Closer: 1 ea LCN 4216 x 5th screw hole spacer x TB(2-

1/4")/TMS x SRI x AL

10. Gasketing at Jambs: 1 set Legacy 5924 MA x torx..

11. Protection Plate: 1 ea Rockwood K1050 16” x 2” LDW stop side x

.050" x B4E x OHUCMS 6” oc x US32D.

12. Floor Stop: Rockwood 463RKW x 630.

13. Astragal: By door manufacturer.

Installation Notes: Install closer and fasten through the gasketing. Do not cut

gasketing at closer parallel arm shoe. See detail drawing for coordination of exit

device, pull and electric prison lock/strike location.

Description of Operation: See 2.05 A.

Group E:

1. Institutional Hinge: 2 ea Southern Steel 204FMSS 4.5 x 4.5 torx x 630.

2. Institutional Electric Power Transfer Hinge: 1 ea Southern Steel 204E

4.5 x 4.5 x torx x 630.

3. Door Position Switch: 1 ea Southern Steel 220A-42.

4. Electric Institutional Mortise Lock: 1 ea Folger Adam SK both sides

D9349 non-fail safe x Folger Adam Mogul Cylinders x DIS x KLO x

918-D-S x US32D.

5. Gasketing at Head: 1 es Legacy 5924 MA x torx.

6. Surface Overhead Stop: 1 ea Glynn Johnson 81S-HD x SOC x TMS x

US32D.

7. Security Door Closer: 1 ea LCN 4514T TMS x SRI x AL.

8. Gasketing at Jambs: 1 set Legacy 5924 MA x torx.

9. Protection Plate: 1 ea Rockwood K1050 16” x 2” LDW stop side x

.050" x B4E x OHUCMS 6” oc x US32D.

Installation Notes: Install Electric Hinge in middle position. Install gasketing at

head. Then install overhead stop over gasketing and fasten through the gasketing.

Do not cut gasketing for overhead stop.

Description of Operation: See 2.05 A.

2.04 FABRICATION AND MANUFACTURE

A. General:

1. Fabrication: Fabricate members straight, true, and free from dents,

buckle, twist, and rough/sharp edges. Where exposed in finished spaces,

fit joints to provide tight metal-to-metal fit. Make connections by

welding, or by equally secured and approved method that will rigidly

hold the members in position so that their full strength will be utilized;

use the approved detention equipment manufacturer’s standard shapes

and methods, unless otherwise specified or indicated. All exposed

framing gaps are to be filled flush with Type S-6 Sealant (unless noted

otherwise) prior to finish painting Reinforce, cut, drill and tap members

as required to receive hardware, removable glazing stops, and

accessories.

2. Welding: Welds shall show uniform section and deep penetration.

Grind welds smooth and clean spatter off so that surfaces are easily

Page 19: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 16 Project No. 46137-C

cleaned. Unless noted otherwise, provide appropriate weld, 2 inches

long, 8 inches on center.

3. Surface mount hinges unless noted otherwise.

a. Weld detention hinges as recommended by manufacturer to

allow hinges to function at rated capacities without inducing

hinge bind.

b. For detention hinges provide a minimum fillet weld size of 1/4

inch, continuous on three sides of each hinge leaf. When

welding detention hinges, attach ground to prevent welding

current from being carried through the hinge barrel. Weld

interpass temperature of the hinge not to exceed 225 degrees F.

c. Hinge leafs: Full sized, or one leaf is full size and the other one

is 1-1/2 inches minimum to centerline of barrel sized to fit

frame.

4. Rivets and Riveting:

a. Rivets: 3/8 inch diameter, countersunk flush type, and spaced 4

to 6 inches on center as the nature of the Work requires.

Diameter of holes for rivets shall not exceed rivet diameter by

more than 1/16 inch. Holes not in true alignment shall be

reamed; drifting or gouging will not be permitted.

b. Riveting: Drive rivets down to completely fill holes. Replace

loose rivets and those with imperfect heads, or without firm

bearing on metal, with good rivets.

5. Bolting: Use only where indicated or approved, and only where nuts are

not accessible to inmates or exposed to public view. Draw nuts up tight

and batter threads, unless otherwise indicated.

6. Cutting and Drilling for Others: Cut, drill and tap the Work of this

Section as required to receive items provided under Related Contracts.

7. Prepare and reinforce doors to receive surface, mortised, and concealed

hardware.

a. 10 gage plate unless noted otherwise.

b. 2 x 2 x 3/16x10-1/2 inches steel tube for surface mounted pulls.

B. Galvanizing: Galvanize items specified or indicated to be galvanized.

1. Process: Hot-dip process. Comply with the following:

a. ASTM A 123 for plain and fabricated material, and assembled

products.

b. ASTM A 153 for iron and steel hardware.

C. Shop Painting:

1. Thoroughly clean all surfaces of ferrous metal, removing rust, scale, and

other deleterious material.

a. Galvanized Metal: Rinse in hot alkali or in an acid solution, and

then in clear water. When dry, repair final assembly welds and

abraded areas with a 2.0 mil thick dry film coating of cold

galvanizing compound applied in accordance with compound

manufacturer’s instructions.

2. Provide one of the two following options:

Page 20: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 17 Project No. 46137-C

a. Apply shop primer and finish paint (see Section 099101 _____)

to all surfaces of ferrous metal, except as otherwise required for

moving parts and except for surfaces to be embedded in concrete

or masonry or to be field welded after fabrication in accordance

with the paint manufacturer’s instructions and at a rate to

provide a uniform minimum wet film thickness of 3.0 mils.

b. Apply powder-coat finish immediately after cleaning and

pretreating to all surfaces of ferrous metal, except as otherwise

required for moving parts and except for surfaces to be

embedded in concrete or masonry or to be field welded after

fabrication, to provide a minimum dry-film thickness of 1.0 mil

for topcoat.

1) Acceptable powder-coat finishes suppliers:

a) TCI Powder, 300 Martin Marietta

Drive.Americus, GA 31719, (800)-533-9067,

www.tcipowder.com.

b) Nortek Powder Coating, LLC, 5600 Success

Drive, Rome, NY 13440, (888) 667-8357,

www.nortekpowder.com.

c) Axalta Coating Systems, Two Commerce

Square, 2001 Market St., Suite 3600,

Philadelphia, PA 19103, (855) 629-2582,

axaltacs.com.

d) Interpon Powder Coatings, 150 Columbia Street,

Reading, PA 19601, (610) 685-7600,

www.interpon.us.

3. Apply shop primer in accordance with Section 099101 to inner surfaces

of hollow steel doors before insulation and second face panel is

installed.

4. Finish paint inside of control cabinets with manufacturer’s standard gray

enamel system.

D. Swinging Hollow Steel Doors: Flush type, 2-1/4 inches thick. Doors shall not

have more than 1/8 inch clearance from frame, unless otherwise indicated. On

doors without thresholds, bottom clearance to finish floor is 3/4 inch maximum,

maximum of 1/4 inch on doors having head and foot bolts.

1. Framing: Frame doors with 2 x 1 x 3/16 inches steel channels on all four

edges, four intermediate 2 x 1 x 3/16 inches steel channels extending

horizontally the full width of the door. Doors with a lock box shall have

a 1/2 x 2 inches steel flat bar on lock edge and steel channels on other

three edges. Locate two of the intermediate channels about 4 inches

above and below the centerline of the door, or at the top and bottom of

the lock box if required, and the other two half way between these and

the top and bottom of the door. Extend legs of perimeter channels

inward and miter at corners. Cope legs to fit intermediate channels. Set

channels at top, bottom and lock edge 1/8 inch back from edge of face

panels opposite stop side to allow for welding; set channel back at hinge

edge to receive leaves of mortised hinges. Fill out spaces above, below,

and between hinges with steel bar riveted to the channel. Reinforce for

Page 21: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 18 Project No. 46137-C

full surface hinge application with 2 x 2 x 3/16 x 6 inch long steel tubes.

Weld junctions of all channels.

2. Insulation: Fully fill doors with non-combustible mineral wool fiber

materials having a minimum thermal resistance, R-value of 4.1 per inch,

unless otherwise indicated.

3. Face Panels: Weld 10 gage, single sheet steel panel on each door face.

Weld back of one panel to framing; plug weld the other panel to framing.

Make inner welds at least 1/2 inch long on alternate sides of channels

and spaced 6 inches oc. Plug welds shall have equivalent strength of

inner welds. Weld panel edges to the perimeter frame.

4. Observation Light: Frame opening with 2 x 1 x 3/16 inches steel

channels on all four sides. Cut face panels for light and weld panel

edges to frame. Unless otherwise indicated, weld to door 1/4 inch

continuous bent steel plate “Z” shaped stop to perimeter of opening,

drilled and tapped for fasteners, and provide 1-1/2 x 1-1/4 inches

continuous steel bar stop (LLV) attached with 5/16 inch diameter high

strength tamper resistant machine screws 4 inches on center maximum, 2

inches maximum from end on threat side of door.

5. Prepare and reinforce doors to receive surface, mortised, and concealed

hardware.

6. Lock Box: Frame pocket with 2 x 1 x 3/16 inches steel channels unless

otherwise indicated. Cut one face panel for lock box cover plate.

Fabricate cover plate of 1/8 inch thick steel sheet. Cover plate shall be

flush with face panel and attached to lock pocket framing with Torx

center pin security head machine screws. Weld filler plates in lock box

as required to receive lock.

a. Locate removable cover plate on the side of the door opposite

the threat side.

7. Galvanizing: Galvanize entire assembly of exterior doors and doors in

wet areas.

E. Structural Steel Door Frames: Fabricate of structural shapes and bars as

specified or indicated, square, true, uniform, and fully welded. Ship with

temporary spreader at bottom.

1. Stops: 1-1/2 x 3/4 inches steel bar, plug welded to frame on not more

than 8 inch centers.

2. Floor Anchors: Steel angle clip welded to back of frame at bottom of

each jamb. Prepare clips for anchorage to floor construction indicated.

3. Jamb Anchors: 2 x 1/4 inches steel strap anchors, not less than 8 inches

long and terminating with l inch bent end, welded to jambs. Anchors

shall be fixed for concrete walls and adjustable type for masonry walls.

Anchors, for exterior frames in concrete masonry unit construction, shall

extend into cells (cores) as indicated. Space anchors not exceeding 16

inches oc, with no less than 4 anchors per jamb.

4. In-Place Masonry Construction Jamb Anchors: 3/8 inch diameter Type

304 stainless steel button head machine bolts and expansion shields,

spaced not exceeding 16 inches oc, with not less than 4 anchors per

jamb.

Page 22: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 19 Project No. 46137-C

5. Prepare frames to receive and accommodate required hardware and other

items. Form slots in frames to serve as hardware strikes, unless

otherwise indicated. Weld 12 gage steel box closures on back of frame

where slots for hardware occur.

6. Lock Box: Prepare frame for Electric Prison Lock as indicated. Form

slots in frame for latchbolt and deadlock actuator. Coordinate with

manufacturer’s templates.

7. Door Position Indicator Switch: Prepare frame for Door Position

Indicator Switch. Coordinate with manufacturer’s templates. Weld 12

gage steel box closure on back of frame where cut out for hardware

occurs. Provide connectors for conduit connections as indicated.

8. Wiring Connection Between DPS and Lockbox: 3/4 inch diameter PVC,

Schedule 40 conduit. Fittings and accessories as recommended by the

conduit manufacturer for wall construction type. Provide pull string.

9. Galvanizing: Galvanize entire assembly of exterior door frames and

frames in wet areas.

F. Fire Rated Doors and Frames: Materials and general construction as specified

for swinging hollow steel doors and structural steel door frames.

1. Fire ratings up to three hours, tested in accordance with UL Bulletin No.

UL10C or NFPA 252.

2. Manufacturers: Maximum Security Products Corporation and American

Jail Products LLC.

3. Attach UL labels to hinge side of door, and to jamb of frame.

G. Shop Painting:

1. Thoroughly clean all surfaces of ferrous metal, removing rust, scale, and

other deleterious material.

a. Galvanized Metal: Rinse in hot alkali or in an acid solution, and

then in clear water. When dry, repair final assembly welds and

abraded areas with a 2.0 mil thick dry film coating of cold

galvanizing compound applied in accordance with compound

manufacturer’s instructions.

2. Provide one of the two following options:

a. Apply shop primer and finish paint (see Section 099101) to all

surfaces of ferrous metal, except as otherwise required for

moving parts and except for surfaces to be embedded in concrete

or masonry or to be field welded after fabrication in accordance

with the paint manufacturer’s instructions and at a rate to

provide a uniform minimum wet film thickness of 3.0 mils.

b. Apply powder-coat finish immediately after cleaning and

pretreating to all surfaces of ferrous metal, except as otherwise

required for moving parts and except for surfaces to be

embedded in concrete or masonry or to be field welded after

fabrication, to provide a minimum dry-film thickness of 1.0 mil

for topcoat.

1) Acceptable powder-coat finishes suppliers:

Page 23: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 20 Project No. 46137-C

a) TCI Powder, 300 Martin Marietta

Drive.Americus, GA 31719, (800)-533-9067,

www.tcipowder.com.

b) Nortek Powder Coating, LLC, 5600 Success

Drive, Rome, NY 13440, (888) 667-8357,

www.nortekpowder.com.

c) Axalta Coating Systems, Two Commerce

Square, 2001 Market St., Suite 3600,

Philadelphia, PA 19103, (855) 629-2582,

axaltacs.com.

d) Interpon Powder Coatings, 150 Columbia Street,

Reading, PA 19601, (610) 685-7600,

www.interpon.us.

3. Apply shop primer (see Section 099101 3.03C) to all inner surfaces of

hollow steel doors before insulation and second face panel is installed.

2.05 ELECTRIC LOCKING SYSTEM FOR ELECTRIC PRISON LOCKS

A. Description of Completed System: Doors with Electric Institutional Mortise

Lock, and/or Electro-Mechanical Deadlatch, provided by this project, shall be

controlled and monitored from the Classroom Gate Control Consolet (CGCC)

located in the Control Room.. Provide all materials and work as required for the

doors to operate as follows:

1. Each door and door group with power-operated lock(s) shall be

controlled and monitored by a selector or push-button switch, and

indicator lights located on the designated Control Consolet.

a. Three Position Selector-Switch (Door 1X01A):

1) Lock shall automatically unlock when selector switch is

turned to the unlocked position and remain unlocked

unless specific action is taken at the control consolet to

enable lock to relock. Selector switch shall spring return

to center (O) position upon release of selector switch.

2) Lock shall automatically deadlock when control switch

is turned to the locked position and remain locked unless

specific action is taken at the control consolet to enable

lock to unlock. Selector switch shall spring return to

center (O) position upon release of selector switch.

b. Push-Button Switch (Doors 1D08B, 1D09B, 1D10B,1D05A,

1D06A): Depressing the push-button, the lock or lock groups

will unlock from the locked position and remain unlocked only

while pushbutton is depressed. Lock or lock groups will

automatically deadlock when door is closed. Both knobs, of

doors with knobs, are locked except when power is applied from

console. Key override operates latch bolts when knobs are

locked out.

b. Two control panel indicator lights per door and door group shall

monitor the status of each power-operated door’s door position

switch and lock.

Page 24: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 21 Project No. 46137-C

1) A “Green” indicator light shall illuminate when the door

or door group is completely closed and deadlocked.

2) A “Red” indicator light shall illuminate for all other

conditions.

2. Power-operated locks shall be operable by a manual key release

mechanism at the door.

3. Control console unlocks knobs both sides on the Folger Adam D9349

series (classroom entry doors). The knob, either side, must then be

turned to retract the latch bolt.

4. A power switch on the control consolet shall allow the attendant to

switch power on and off to the consolet.

a. When the power switches are in the “OFF” position, no

electrical power shall be available at the doors. All power to the

doors and locks shall be disconnected at the consolet.

b. In the “On” position, the key shall be non-removable until the

switch is returned to the “Off” position.

5. A lamp test push button on the gate control consolet shall allow the

attendant to test the status of all indicator lights. No other system shall

be affected.

6. A circuit breaker adjacent to each door’s control switch in the consolet

will provide protection of the door’s control circuit.

2.06 CONTROL CONSOLES (CONSOLETS)

A. Control Panels and Housings: Incorporated as the top of a control console, or as

the top of the housing.

1. General: Fabricate panels, of 11 gage stainless steel with holes to

receive switches, circuit breakers, and indicator lights. Fabricate

housings and fastening battens of 10 gage steel with hammer tone gray

finish. Each door and gate controlled by panel shall have a control

switch, circuit breaker, and two accessible and replaceable indicator

lights mounted in a horizontal line. A green light shall go on only when

the door is locked closed and the drop bar for sliding doors is in the

locked position. A red light shall show all other conditions of the door.

Identify each door or gate controlled from the panel.

a. Maintenance Wiring Diagram: Provide a representative point-

to-point diagram to show typical wiring patterns of the panel.

Mount inside panel cover.

b. Maintenance Power Cut-off Switch: Provide disconnect switch

in each control panel housing. Install in line with power

circuitry. This switch will completely cut power to the

individual panel.

2. Panels for Control Consoles and Housings: Panels shall form the top, be

inclined down from back to front between 20 and 30 degrees from

horizontal, and turn down at least one inch over front and sides. Panel

shall have a continuous stainless steel hinge at the back to allow it to

swing up for maintenance, and be secured at the front, sides, and battens.

Reinforce for security fasteners position. Provide a key operated control

switch, with a magnetic contactor, so that when the key is turned all

Page 25: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 22 Project No. 46137-C

electric power to the panel is switched on or off. When the panel is

activated, key is non removable.

a. Wiring to console top mounted components shall be bundled

with slack in the bundled wiring to allow console top to be

opened without disconnecting the conductors from the console

top.

3. Panels with Controls for Non-Cell Doors: Arrange and locate controls

for non-cell doors as indicated.

4. Prop Rods: Provide a pair of interior door props with automatic cam

action to prevent accidental closing and to hold the panel in an open

position for maintenance purposes.

5. Mounting of Gate Control Consolet to Counter: Install carriage bolts

from the underside of counter top into the Consolet Base Section.

6. Provide adhesive backed 3.5 mil vinyl identification nameplates as

indicated on drawings. Height and length of nameplate as required.

Locate nameplate centered on its associated switch. Apply straight and

level and in accordance with manufacturer’s written instructions.

a. Color: White letters/numerals on black background.

b. Font: Helvetica Medium, 3/8” (minimum) high, all capitals.

c. Inscription on identification plate as indicated or directed.

B. Furnish a lamp test push button on each panel that will test status of all indicator

lights on the panel. None of the system operations shall be affected by the test.

2.07 ELECTRICAL COMPONENTS FOR ELECTRIC OPERATING AND LOCKING

SYSTEM AND ELECTRIC LOCKING SYSTEM

A. General:

1. Control panels: Suitable for connection to a 20 ampere, #12 AWG wire,

120 volt, single phase, 60 Hz dedicated circuit as indicated.

2. Electrical components for which Underwriters’ Laboratories, Inc. (UL)

provides product listing service, shall be listed and bear the listing mark.

3. Electrical components: Standard product of the detention equipment

manufacturer except for the qualifications that follow.

4. Utilize hard-wired relay logic in system design. No printed circuit board

style components will be allowed.

B. Circuit Breaker: A circuit breaker adjacent to each gate/door control switch on

the control panel will provide protection of the gate/door control circuit only.

AIRPAX Series PR11-62; or Potter & Brumfield W28 series, amperage as

indicated.

C. Control Panel Indicator Lights: Chicago Miniature Lighting, LLC 1091QM

SUPER-BRITE series LEDs. 1091QM1-24VDC(RED); 1091QM5-24VDC

(GREEN). Mount with push-on speed nut model SN0461.

D. Individual Swing Door Control Switch for Electric Locking Systems: Three

Position Selector Switch, Non-Illuminated: Allen-Bradley’s 800T series, or

Cutler-Hammer’s (Eaton) 10250T series switch, having:

Page 26: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 23 Project No. 46137-C

1. Size: 30.5 mm diameter for insertion in 31mm keyed panel opening.

2. Legend Plate: “UNLOCK – O – LOCK”.

3. Operator Action: Spring return to Center (O) position from left

(UNLOCK) position, and right (LOCK) position.

4. Handle (Knob): Black Standard Knob with white insert.

5. Contact Blocks: Configuration and number of contact blocks as required

for the specified functions and operations.

E. Momentary Contact Push-Button Switch: Non-Illuminated, Allen-Bradley’s

800T series, or Cutler Hammer’s (Eaton) 10250T series switch, having:

1. Size: 30.5 mm diameter for insertion in 31mm keyed panel opening.

2. Legend Plate: “UNLOCK”.

3. Push-button: Black Flush Head, Black Flush Button, or Black Full

Guard.

4. Contact Blocks: Minimum of one contact block with 1 normally open

(N.O.) contact and 1 normally closed (N.C.) contact. Provide additional

contact blocks as required for the specified functions and operations.

F. Key Operated Control Panel Power Cut-off Switch: Two Position Selector

Switch: Allen-Bradley’s 800T series, or Cutler-Hammer’s (Eaton) 10250T series

switch, having:

1. Size: 30.5 mm diameter for insertion in 31mm keyed panel opening.

2. Legend Plate: “ON - OFF”.

3. Operator Action: Maintained position for both positions. Key is non

removable when switch is in “Power On” mode.

4. Handle (Knob): Keyed switch, furnish three keys for each switch.

a. All Power Cut-off switches shall be keyed individually and

unlike any other keyed switch.

5. Contact Blocks: Minimum of one contact block with 1 normally open

(N.O.) contact and 1 normally closed (N.C.) contact. Provide additional

contact blocks as required for the specified functions and operations.

G. Maintenance Power Cut-Off Switch: Gould Shawmut, Ultrasafe class J fuse

holder, Model No. US3J Series, DIN-rail installation.

H. Power Supply: 24 Volts, Silver Line Linear Power Supplies, model Type SLS;

or Sola Heviduty Model No. SDP-24-100. Output rating according to the control

panel requirements. Screw Terminal connections, temperature range 0 degrees C

to +50 degrees C, automatic current limiting, DC output adjustable 10%

minimum.

I. Contactors and Relays: ABB MDRC’s Modular DIN Rail Components.

J. Wiring Conductors: Provide wiring in accordance with Section 260505.

2.08 KEYING

SPECIFIC KEYING INSTRUCTIONS WILL BE PROVIDED TO THE SUCCESSFUL LOW BIDDER AT THE INITIAL JOB MEETING

Page 27: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 24 Project No. 46137-C

A. Key locks individually, and furnish 7 cut keys per lockset. A keying schedule

will be furnished during submittal phase.

B. Key locks as directed and incorporate a keying schedule into the hardware

schedule for approval.

1. Key changes shall be different from changes previously used at this

Facility except as noted. Verification of existing key change records

shall include the identification of and coordination with multiple Facility

Identification Codes and related Cylinders (Key Ways) assigned to the

same facility address.

a. When multiple Facility Identification Codes and related

Cylinders (Key Ways) are identified at the same facility address,

the Contractor shall contact the Director’s Representative for

confirmation of which established coding system is to be

continued with.

2. Record key changes, to avoid future unintended duplication.

3. Furnish seven keys for each change, except as noted.

4. Furnish extended shank keys when required.

PART 3 EXECUTION

3.01 DETENTION EQUIPMENT INSTALLATION

A. Install the Work of this Section in its designed position, plumb, level, square,

straight, and true, and in accordance with the manufacturer’s approved shop

drawings.

B. Brace assembled fabrications until permanently secured in place to prevent

displacement or distortion of the members.

C. Comply with requirements of FABRICATION AND MANUFACTURE Article.

Touch-up abraded areas and areas of field welding as required, with compatible

primer and finish paint, or cold galvanizing compound.

1. For exposed galvanized items, touch-ups shall include the full width and

length of the face of steel in the area of abrasion and welds. Brush apply

cold galvanizing compound in accordance with ASTM A780

requirements to a 3.0 mil dry film thickness.

D. Use only rotary power drills where masonry or concrete is required to be drilled.

Drill holes to exact size required.

E. Perform welding in accordance with the AWS Codes.

F. Surface mount hinges unless noted otherwise.

a. Weld detention hinges as recommended by manufacturer to allow hinges

to function at rated capacities without inducing hinge bind.

Page 28: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 25 Project No. 46137-C

b. For detention hinges provide a minimum fillet weld size of 1/4 inch,

continuous on three sides of each hinge leaf. When welding detention

hinges, attach ground to prevent welding current from being carried

through the hinge barrel. Weld interpass temperature of the hinge not to

exceed 225 degrees F.

c. Hinge leafs: Full sized, or one leaf is full size and the other one is 1-1/2

inches minimum to centerline of barrel sized to fit frame.

G. Side hinged doors and gates shall not be hinge bound, nor sprung, nor travel nor

drift more than 5 degrees of arc in either direction when placed in any stationary

position of its swing.

H. Neatly install and securely fasten hardware. Keep polished hardware and

handles free from scratches and defacement with temporary protective covers.

1. Installation Sequence: Use proper installation sequence e.g., install

overhead stops and coordinators before surface mounted door closers.

2. Template door closers for maximum door swing allowed by wall

placement and jamb conditions. Where overhead stop prevents door

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

allowed by overhead stop. Verify with closer/overhead stop

manufacturers, the special templates provided are compatible with the

2-1/4 inch door thickness and 5 inch prison hinge installation.

3. Attach closers and overhead stops to doors with through-bolts.

3.02 WIRING FOR DETENTION EQUIPMENT

A. Electrical Work Contractor shall provide power wiring and raceway system from

the power source (circuit breakers in panelboard) to the control consoles.

B. Provide power wiring, control wiring, and raceway system from the control

consoles/cabinets etc. to the operating devices, appurtenances, and the detention

hardware.

3.03 CONDUCTOR INSTALLATION

A. Conductors (power wiring and control wiring) shall be continuous (no splices)

from each door and/or gate, device/lock location to their associated control

consoles/cabinets except as noted below.

1. At doors/gates and at cell run Emergency Control Cabinet locations

splices will be allowed through the use of plug-in connectors or terminal

blocks for connections to locks, motors, limit switches, and other electrical

components to facilitate removal and replacement of these items.

1. The use of common wiring (shared conductors) between multiple door and

or gate, device/lock locations for connections to their associated control

consoles/cabinets shall not be allowed.

B. Install wiring in raceways.

1. Wiring from door and/or gate, device/lock locations to their associated

control consoles/cabinets may be installed in common raceways. Do not

Page 29: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

Revised 11/18/14

Edited and/or Printed 2/5/2020 111901 - 26 Project No. 46137-C

exceed the raceway’s conductor fill as allowed by the National Electric

Code.

C. Protect wiring in track boxes with wire trough or chase. Encase wiring in plastic

sheathing or rubber grommets when passing through metal components and near

moving parts.

3.04 FIELD QUALITY CONTROL

A. Testing Of Detention Equipment:

1. Preparation: Notify the Director’s Representative at least three working

days prior to the tests so arrangements can be made to have a Facility

Representative witness the tests.

a. Remove protective covering from view windows, mirrors,

hardware, etc.

2. Testing: Individually test each door or gate system, covering all

functions and features one at a time.

2. Test control panel(s) for each designed function.

3. Test each manual lock and each electric lock for ease of operation.

4. Supply all equipment necessary for system adjustment and testing.

B. Post installation Inspection For Detention Equipment: The Director’s

Representative will call for an inspection tour at the site. Attending will be the

Contractor, Technical Advisor, Control Wiring Installer and the Detention

Equipment Installer. Other participants may be invited at the discretion of the

Director. The Detention systems and hardware, both electric and mechanical,

and the accessories will be inspected for proper installation and operation. The

Technical Advisor will document the inspection identifying locations and

required corrections and adjustments. Provide copies of the report to the

Director’s Representative.

1. The Detention Equipment Installer shall perform all corrections or

adjustments found during the post installation inspection immediately

following the tour or as soon as practicable.

2. The Technical Advisor shall verify all corrections and adjustments have

been completed and certify with an affidavit (affidavits) that the system

is installed correctly and is operating properly. Forward certification(s)

to the Director’s Representative.

3.05 ADJUSTING

A. Adjust operative units and equipment to work freely and easily, ready for use.

Field lubricate operating and locking systems in accordance with the

manufacturer’s maintenance instructions. Adjust equipment when the

temperature is approximately 70 degrees F.

END OF SECTION

Page 30: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

KEY PLAN

DESIGN & CONSTRUCTION

Bernier, Carr & Associates,

Engineers, Architects and Land Surveyors, P.C.

AutoCAD SHX Text
SALLY PORT
AutoCAD SHX Text
BUILDING 118
AutoCAD SHX Text
MARK
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
WARNING: THE ALTERATION OF THIS MATERIAL IN ANY 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.
AutoCAD SHX Text
17x11 PLOT SHEET
AutoCAD SHX Text
02/06/20
AutoCAD SHX Text
ADDENDUM 01
AutoCAD SHX Text
PROVIDE NEW ADDITION CLASSROOMS
AutoCAD SHX Text
& OFFICE SPACES, BUILDING 118
AutoCAD SHX Text
RESIDENTIAL REHABILITATION UNIT
AutoCAD SHX Text
BEDFORD HILLS CORRECTIONAL FACILITY
AutoCAD SHX Text
247 HARRIS ROAD
AutoCAD SHX Text
BEDFORD HILLS, NY
AutoCAD SHX Text
NYS DEPARTMENT OF CORRECTIONS
AutoCAD SHX Text
AND COMMUNITY SUPERVISION
AutoCAD SHX Text
46137
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
GENERAL
AutoCAD SHX Text
KEY PLAN
AutoCAD SHX Text
G
AutoCAD SHX Text
AD-01.01
Page 31: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

JUNCTION BOX,

REFER TO ADJACENT IMAGE

STORAGE BUILDING

(T.B.R.)

SURVEILLANCE CAMERA

(T.B.R.)

EXTERIOR LIGHT

(T.B.R.)

BRANCH CIRCUIT TO

STORAGE BUILDING

(T.B.R.)

SCALE:

REFERENCE PHOTOS

NTS

E-101

2

DESIGN & CONSTRUCTION

Bernier, Carr & Associates,

Engineers, Architects and Land Surveyors, P.C.

AutoCAD SHX Text
MARK
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
WARNING: THE ALTERATION OF THIS MATERIAL IN ANY 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.
AutoCAD SHX Text
17x11 PLOT SHEET
AutoCAD SHX Text
02/06/20
AutoCAD SHX Text
ADDENDUM 01
AutoCAD SHX Text
PROVIDE NEW ADDITION CLASSROOMS
AutoCAD SHX Text
& OFFICE SPACES, BUILDING 118
AutoCAD SHX Text
RESIDENTIAL REHABILITATION UNIT
AutoCAD SHX Text
BEDFORD HILLS CORRECTIONAL FACILITY
AutoCAD SHX Text
247 HARRIS ROAD
AutoCAD SHX Text
BEDFORD HILLS, NY
AutoCAD SHX Text
NYS DEPARTMENT OF CORRECTIONS
AutoCAD SHX Text
AND COMMUNITY SUPERVISION
AutoCAD SHX Text
46137
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
PHOTOS
AutoCAD SHX Text
E
AutoCAD SHX Text
AD-01.02
Page 32: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

WIRELESS RADIO

ANTENNA

(E.R.E.)

SURVEILLANCE

CAMERA

(T.B.R.)

PHOTOCELL

(T.B.R.)

SCALE:

REFERENCE PHOTOS

NTS

E-101

2

DESIGN & CONSTRUCTION

Bernier, Carr & Associates,

Engineers, Architects and Land Surveyors, P.C.

AutoCAD SHX Text
MARK
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
WARNING: THE ALTERATION OF THIS MATERIAL IN ANY 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.
AutoCAD SHX Text
17x11 PLOT SHEET
AutoCAD SHX Text
02/06/20
AutoCAD SHX Text
ADDENDUM 01
AutoCAD SHX Text
PROVIDE NEW ADDITION CLASSROOMS
AutoCAD SHX Text
& OFFICE SPACES, BUILDING 118
AutoCAD SHX Text
RESIDENTIAL REHABILITATION UNIT
AutoCAD SHX Text
BEDFORD HILLS CORRECTIONAL FACILITY
AutoCAD SHX Text
247 HARRIS ROAD
AutoCAD SHX Text
BEDFORD HILLS, NY
AutoCAD SHX Text
NYS DEPARTMENT OF CORRECTIONS
AutoCAD SHX Text
AND COMMUNITY SUPERVISION
AutoCAD SHX Text
46137
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
PHOTOS
AutoCAD SHX Text
E
AutoCAD SHX Text
AD-01.03
Page 33: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

4

JUNCTION BOX

(T.B.R.)

3

EXISTING SERVICE CONDUITS

(E.T.R.)

SCALE:

REFERENCE PHOTOS

NTS

E-101

2

DESIGN & CONSTRUCTION

Bernier, Carr & Associates,

Engineers, Architects and Land Surveyors, P.C.

AutoCAD SHX Text
MARK
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
WARNING: THE ALTERATION OF THIS MATERIAL IN ANY 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.
AutoCAD SHX Text
17x11 PLOT SHEET
AutoCAD SHX Text
02/06/20
AutoCAD SHX Text
ADDENDUM 01
AutoCAD SHX Text
PROVIDE NEW ADDITION CLASSROOMS
AutoCAD SHX Text
& OFFICE SPACES, BUILDING 118
AutoCAD SHX Text
RESIDENTIAL REHABILITATION UNIT
AutoCAD SHX Text
BEDFORD HILLS CORRECTIONAL FACILITY
AutoCAD SHX Text
247 HARRIS ROAD
AutoCAD SHX Text
BEDFORD HILLS, NY
AutoCAD SHX Text
NYS DEPARTMENT OF CORRECTIONS
AutoCAD SHX Text
AND COMMUNITY SUPERVISION
AutoCAD SHX Text
46137
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
PHOTOS
AutoCAD SHX Text
E
AutoCAD SHX Text
AD-01.04
Page 34: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

DESIGN & CONSTRUCTION

Bernier, Carr & Associates,

Engineers, Architects and Land Surveyors, P.C.

Page 35: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

W1W2

WINDOW TYPES

WINDOW SCHEDULE

DESIGN & CONSTRUCTION

Bernier, Carr & Associates,

Engineers, Architects and Land Surveyors, P.C.

AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
2
AutoCAD SHX Text
GLAZING TYPE
AutoCAD SHX Text
FIRE RATING
AutoCAD SHX Text
ANCHORS
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
5"
AutoCAD SHX Text
S-10/M
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
S-10
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
5"
AutoCAD SHX Text
--
AutoCAD SHX Text
M
AutoCAD SHX Text
S-10/M
AutoCAD SHX Text
S-10/M
AutoCAD SHX Text
S-10/M
AutoCAD SHX Text
S-10/M
AutoCAD SHX Text
S-10/M
AutoCAD SHX Text
S-10
AutoCAD SHX Text
S-10/M
AutoCAD SHX Text
S-10
AutoCAD SHX Text
S-10/M
AutoCAD SHX Text
S-10
AutoCAD SHX Text
S-10/M
AutoCAD SHX Text
S-10
AutoCAD SHX Text
S-10/M
AutoCAD SHX Text
S-10/M
AutoCAD SHX Text
1
AutoCAD SHX Text
MARK
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
WARNING: THE ALTERATION OF THIS MATERIAL IN ANY 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.
AutoCAD SHX Text
17x11 PLOT SHEET
AutoCAD SHX Text
02/06/20
AutoCAD SHX Text
ADDENDUM 01
AutoCAD SHX Text
PROVIDE NEW ADDITION CLASSROOMS
AutoCAD SHX Text
& OFFICE SPACES, BUILDING 118
AutoCAD SHX Text
RESIDENTIAL REHABILITATION UNIT
AutoCAD SHX Text
BEDFORD HILLS CORRECTIONAL FACILITY
AutoCAD SHX Text
247 HARRIS ROAD
AutoCAD SHX Text
BEDFORD HILLS, NY
AutoCAD SHX Text
NYS DEPARTMENT OF CORRECTIONS
AutoCAD SHX Text
AND COMMUNITY SUPERVISION
AutoCAD SHX Text
46137
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
WINDOW SCHEDULE
AutoCAD SHX Text
AND
AutoCAD SHX Text
WINDOW TYPES
AutoCAD SHX Text
C
AutoCAD SHX Text
AD-01.06
AutoCAD SHX Text
1
Page 36: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,
Page 37: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

DOOR SCHEDULE

MASONRY WALL LOCATIONS

TYPICAL

DOOR TYPES

F1

F

(FLUSH)

NV1

(NARROW VISION)

V

(VISION)

HG

(HALF GLASS)

FRAME TYPES

A-509

1

F2

C6 DETENTION

FRAME

HARDWARE MOUNTING HEIGHTS

DETENTION DOOR - TYPICAL

LITE KIT

DESIGN & CONSTRUCTION

Bernier, Carr & Associates,

Engineers, Architects and Land Surveyors, P.C.

COMPLIANCE STATEMENT:

46137 -

REVISED DRAWING A-601 02/06/2020

S

T

A

T

E

O

F

NE

W

Y

O

R

K

R

E

G

I

S

T

E

R

E

D A

R

C

H

I

T

E

C

T

T

R

A

V

I

S

C O

V

E

R

T

O

N

0

3

58

9

1

AutoCAD SHX Text
DOOR NUMBER
AutoCAD SHX Text
DOOR NUMBER
AutoCAD SHX Text
DOOR SIZE
AutoCAD SHX Text
HEIGHT
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
THICKNESS
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
FINISH
AutoCAD SHX Text
FRAME
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
FINISH
AutoCAD SHX Text
ANCHORS
AutoCAD SHX Text
HEAD
AutoCAD SHX Text
JAMB
AutoCAD SHX Text
SILL
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
GLAZING TYPE
AutoCAD SHX Text
FIRE RATING
AutoCAD SHX Text
HARDWARE
AutoCAD SHX Text
SET NO
AutoCAD SHX Text
HAND
AutoCAD SHX Text
KEYSIDE
AutoCAD SHX Text
COVERPLATE
AutoCAD SHX Text
COMMENTS
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
ROOM NUMBER
AutoCAD SHX Text
ROOM NAME
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
UNDERCUT
AutoCAD SHX Text
1X01A
AutoCAD SHX Text
1X02A
AutoCAD SHX Text
1D01A
AutoCAD SHX Text
1X01
AutoCAD SHX Text
CORE CORRIDOR
AutoCAD SHX Text
1X02
AutoCAD SHX Text
UTILITY
AutoCAD SHX Text
1D01B
AutoCAD SHX Text
1D01
AutoCAD SHX Text
NORTH CORRIDOR
AutoCAD SHX Text
1D02A
AutoCAD SHX Text
1D02
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text
1D03A
AutoCAD SHX Text
1D03
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
1D04A
AutoCAD SHX Text
1D04
AutoCAD SHX Text
MECHANICAL
AutoCAD SHX Text
1D05A
AutoCAD SHX Text
1D05
AutoCAD SHX Text
INMATE 01 RESTROOM
AutoCAD SHX Text
1D06A
AutoCAD SHX Text
1D06
AutoCAD SHX Text
INMATE 02 RESTROOM
AutoCAD SHX Text
1D01
AutoCAD SHX Text
NORTH CORRIDOR
AutoCAD SHX Text
1D07A
AutoCAD SHX Text
1D07
AutoCAD SHX Text
STAFF RESTROOM
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
3'-8"
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
2 1/4"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
1D08A
AutoCAD SHX Text
1D08
AutoCAD SHX Text
CLASSROOM 01
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
1D08B
AutoCAD SHX Text
1D08
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
CLASSROOM 01
AutoCAD SHX Text
1D09A
AutoCAD SHX Text
1D09
AutoCAD SHX Text
CLASSROOM 02
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
1D09B
AutoCAD SHX Text
1D09
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
CLASSROOM 02
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
1D10A
AutoCAD SHX Text
1D10
AutoCAD SHX Text
CLASSROOM 03
AutoCAD SHX Text
1D10B
AutoCAD SHX Text
1D10
AutoCAD SHX Text
CLASSROOM 03
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
3'-O"
AutoCAD SHX Text
1D11A
AutoCAD SHX Text
1D11
AutoCAD SHX Text
CONFERENCE ROOM
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
1D12A
AutoCAD SHX Text
1D12
AutoCAD SHX Text
OFFICE 02
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
1D13A
AutoCAD SHX Text
1D13
AutoCAD SHX Text
OFFICE 01
AutoCAD SHX Text
7'-0"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
1X01A
AutoCAD SHX Text
1X02A
AutoCAD SHX Text
1D01A
AutoCAD SHX Text
1D01B
AutoCAD SHX Text
1D02A
AutoCAD SHX Text
1D03A
AutoCAD SHX Text
1D04A
AutoCAD SHX Text
1D05A
AutoCAD SHX Text
1D06A
AutoCAD SHX Text
1D07A
AutoCAD SHX Text
1D08A
AutoCAD SHX Text
1D08B
AutoCAD SHX Text
1D09A
AutoCAD SHX Text
1D09B
AutoCAD SHX Text
1D10A
AutoCAD SHX Text
1D10B
AutoCAD SHX Text
1D11A
AutoCAD SHX Text
1D12A
AutoCAD SHX Text
1D13A
AutoCAD SHX Text
V
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
V
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
F
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
HG
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
F
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
F
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
HG
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
HG
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
F
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
F
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
--
AutoCAD SHX Text
F
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
NV
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
F
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
FACTORY
AutoCAD SHX Text
F1
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M
AutoCAD SHX Text
5-3/4"
AutoCAD SHX Text
20
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
STEEL PLATE
AutoCAD SHX Text
F2
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
IMBED
AutoCAD SHX Text
C6X8.2
AutoCAD SHX Text
F1
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
F1
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
V
AutoCAD SHX Text
90
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
G
AutoCAD SHX Text
--
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
--
AutoCAD SHX Text
5/8"
AutoCAD SHX Text
LHR
AutoCAD SHX Text
LH
AutoCAD SHX Text
LHR
AutoCAD SHX Text
RHR
AutoCAD SHX Text
RH
AutoCAD SHX Text
RH
AutoCAD SHX Text
LH
AutoCAD SHX Text
RH
AutoCAD SHX Text
RHR
AutoCAD SHX Text
LHR
AutoCAD SHX Text
RHR
AutoCAD SHX Text
RH
AutoCAD SHX Text
RHR
AutoCAD SHX Text
RH
AutoCAD SHX Text
RHR
AutoCAD SHX Text
RH
AutoCAD SHX Text
LH
AutoCAD SHX Text
RH
AutoCAD SHX Text
RH
AutoCAD SHX Text
3/A-509
AutoCAD SHX Text
2/A-509
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
6/A-509
AutoCAD SHX Text
5/A-509
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
3/A-501
AutoCAD SHX Text
2/A-501
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
5
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
DETENTION
AutoCAD SHX Text
BS
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
3
AutoCAD SHX Text
HS: HINGE SIDE SS: STOP SIDE BS: BOTH SIDES
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
E
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
EXTRACTION DOOR
AutoCAD SHX Text
EXTRACTION DOOR
AutoCAD SHX Text
EXTRACTION DOOR
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
HS
AutoCAD SHX Text
HS
AutoCAD SHX Text
HS
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
2 1/4"
AutoCAD SHX Text
2 1/4"
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text
YES
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
C6X8.2
AutoCAD SHX Text
C6X8.2
AutoCAD SHX Text
--
AutoCAD SHX Text
IMBED
AutoCAD SHX Text
IMBED
AutoCAD SHX Text
NV
AutoCAD SHX Text
NV
AutoCAD SHX Text
NV
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
EAL-3
AutoCAD SHX Text
M: ADJUSTABLE YOKE AND STRAP WELDED-IN IMBED: MASONRY DETENTION ANCHOR
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
F
AutoCAD SHX Text
6/A-509
AutoCAD SHX Text
5/A-509
AutoCAD SHX Text
--
AutoCAD SHX Text
4/A-502
AutoCAD SHX Text
4/A-502
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
--
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
MINIMUM
AutoCAD SHX Text
NOTE: DOOR FRAME LOCATIONS UNLESS DIMENSIONED OR DETAILED OTHERWISE
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
STEEL PLATE
AutoCAD SHX Text
STEEL PLATE
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text
ELECTROMECHANICAL LOCK
AutoCAD SHX Text
ELECTROMECHANICAL LOCK
AutoCAD SHX Text
ELECTROMECHANICAL LOCK
AutoCAD SHX Text
ELECTROMECHANICAL LOCK
AutoCAD SHX Text
ELECTROMECHANICAL LOCK
AutoCAD SHX Text
ELECTROMECHANICAL LOCK
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
1 3/4"
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
3
AutoCAD SHX Text
EXIT DEVICE
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
DOOR PULL
AutoCAD SHX Text
LOCK BOX
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
STOP SIDE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
4
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
2
AutoCAD SHX Text
14 GAUGE
AutoCAD SHX Text
#8 MINIMUM TORX HEAD SECURITY FASTENER FACTORY INSTALL: SELF DRILLING/SELF TAPPING FIELD INSTALL: MACHINE SCREW
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
BUILDING 118
AutoCAD SHX Text
C
AutoCAD SHX Text
TCO
AutoCAD SHX Text
TJR / PDA
AutoCAD SHX Text
DOOR TYPES
AutoCAD SHX Text
AND SCHEDULE
AutoCAD SHX Text
A-601
AutoCAD SHX Text
41
AutoCAD SHX Text
WARNING:
AutoCAD SHX Text
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE
AutoCAD SHX Text
NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS
AutoCAD SHX Text
ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
AutoCAD SHX Text
UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE
AutoCAD SHX Text
AND IS A CLASS 'A' MISDEMEANOR.
AutoCAD SHX Text
PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,
AutoCAD SHX Text
THE ALTERATION OF THIS MATERIAL IN ANY WAY,
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
CONTRACT:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
LOCATION:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DRAWING NUMBER:
AutoCAD SHX Text
FIELD CHECK:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
36x24 PLOT SHEET
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
10/23/2019
AutoCAD SHX Text
BID DOCUMENTS
AutoCAD SHX Text
75
AutoCAD SHX Text
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2016 NYS ENERGY CONSERVATION CONSTRUCTION CODE.
AutoCAD SHX Text
PROVIDE NEW ADDITION
AutoCAD SHX Text
CLASSROOMS & OFFICE SPACES
AutoCAD SHX Text
RESIDENTIAL REHABILITATION UNIT
AutoCAD SHX Text
BEDFORD HILLS CORRECTIONAL FACILITY
AutoCAD SHX Text
247 HARRIS ROAD
AutoCAD SHX Text
BEDFORD HILLS, NY
AutoCAD SHX Text
DEPARTMENT OF CORRECTIONS
AutoCAD SHX Text
AND COMMUNITY SUPERVISION
AutoCAD SHX Text
02/06/2020
AutoCAD SHX Text
ADDENDUM 01
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
E
AutoCAD SHX Text
X
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
R
Page 38: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

GENERAL NOTES:

DESIGN & CONSTRUCTION

Bernier, Carr & Associates, Engineers, Architects and Land Surveyors, P.C.

COMPLIANCE STATEMENT:

46137 -

L ICENSED PROFESS IONAL ENGIN

EER

091078

HOWA

RD J CABEZAS

STATE OF NEW YORK

REVISED DRAWING P-105 02/06/2020

AutoCAD SHX Text
REFERENCE NORTH
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SUB-GRADE PLAN
AutoCAD SHX Text
1/8" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
PROVIDE NON-PERFORATED 4" SCHEDULE 40 THERMOPLASTIC (CPVC) PIPE AND FITTINGS UP THROUGH ROOF.
AutoCAD SHX Text
LABEL RISER STUB "RADON VENT" & COVER DURING CONCRETE POUR, SUPPORT STUB TO REMAIN VERTICAL DURING POUR
AutoCAD SHX Text
4" PERFORATED SCHEDULE 40 PVC PIPE BURIED IN 13" LAYER OF ITEM B-12 CRUSHED STONE, MINIMUM 1" COVERAGE OVER PIPE REQUIRED. (TYPICAL SOIL GAS COLLECTOR PIPING BELOW CONCRETE SLAB)
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
1. COORDINATE SUB-SLAB WORK WITH (H) COORDINATE SUB-SLAB WORK WITH (H) (E) AND (P) CONTRACTS. 2. PROVIDE PASSIVE SUB-SLAB PROVIDE PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM FOR RADON MITIGATION AS INDICATED ON DRAWING PLAN 1/P-105. 3. PROVIDE 4" PERFORATED PVC PIPE (I.E. PROVIDE 4" PERFORATED PVC PIPE (I.E. GAS COLLECTOR PIPE) WITH ONE SET OF HOLES ORIENTED TOWARD THE GROUND. 4. INSPECT 20 MIL VAPOR RETARDER FOR INSPECT 20 MIL VAPOR RETARDER FOR TEARS, HOLES, OR PUNCTURES PRIOR TO POURING CONCRETE SLAB. REPAIR ANY TEARS, HOLES, OR PUNCTURES PRIOR TO POURING CONCRETE SLAB. TAPE MAY BE USED FOR SMALL UNIFORM TEARS OR HOLES IN ACCORDANCE WITH VAPOR RETARDER MANUFACTURER'S WRITTEN REQUIREMENTS. PATCH LARGER TEARS WITH ADDITIONAL OVERLAPPING SHEETING AND SEALANT PER THE MEMBRANE MANUFACTURER'S WRITTEN REQUIREMENTS. 5. INSTALL SYSTEM AS A CONTINUOUS LOOP, INSTALL SYSTEM AS A CONTINUOUS LOOP, TERMINATING AT RISER THROUGH ROOF. 6. USE ONLY SHORT RADIUS AND 45 USE ONLY SHORT RADIUS AND 45°ELBOWS AS INDICATED.
AutoCAD SHX Text
RIGID INSULATION
AutoCAD SHX Text
COVER BOARD
AutoCAD SHX Text
90 MIL EPDM MEMBRANE
AutoCAD SHX Text
WATER CUT OFF MASTIC
AutoCAD SHX Text
STAINLESS STEEL CLAMPING RING
AutoCAD SHX Text
PREFABRICATED FLASHING BOOT
AutoCAD SHX Text
PRE-MOLDED PRESSURE SENSITIVE PIPE SEAL
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
STACK DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
2
AutoCAD SHX Text
RADON VENT
AutoCAD SHX Text
CONCRETE PLANK ROOF DECK
AutoCAD SHX Text
GALVANIZED VENT CAP
AutoCAD SHX Text
PROVIDE 1/4" MESH SCREEN OVER OPENING
AutoCAD SHX Text
6" DIAMETER SCHEDULE 40 HOT-DIP GALVANIZED STEEL PIPE.
AutoCAD SHX Text
13" THICK GAS PERMEABLE LAYER (ITEM B-12 CRUSHED STONE, CLEANED)
AutoCAD SHX Text
COMPACTED EARTH
AutoCAD SHX Text
FLEXIBLE COUPLING ADAPTER
AutoCAD SHX Text
4" PERFORATED SCHEDULE 40 PVC PIPE AND FITTINGS (SOIL GAS COLLECTOR PIPING BELOW CONCRETE SLAB).
AutoCAD SHX Text
20 MIL VAPOR RETARDER, OVERLAPPED AND TAPED PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
AutoCAD SHX Text
CONCRETE SLAB
AutoCAD SHX Text
RADON VENT PIPE. NON-PERFORATED 4" SCHEDULE 40 THERMOPLASTIC (CPVC) PIPE AND FITTINGS UP THROUGH ROOF.
AutoCAD SHX Text
SEAL AROUND ALL PLUMBING, CONDUIT, SUPPORT COLUMNS OR OTHER PENETRATIONS THAT COME THROUGH THE VAPOR BARRIER.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
UNDERSLAB PIPING DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
3
AutoCAD SHX Text
RADON VENT PIPE. NON-PERFORATED 4" SCHEDULE 40 THERMOPLASTIC (CPVC) PIPE AND FITTINGS UP THROUGH ROOF. JOINTS SEALED AIR TIGHT.
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
BUILDING 118
AutoCAD SHX Text
P
AutoCAD SHX Text
HJC
AutoCAD SHX Text
HJC
AutoCAD SHX Text
SUB-GRADE PASSIVE
AutoCAD SHX Text
DEPRESSURIZATION
AutoCAD SHX Text
SYSTEM
AutoCAD SHX Text
P-105
AutoCAD SHX Text
43A
AutoCAD SHX Text
WARNING:
AutoCAD SHX Text
FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE
AutoCAD SHX Text
NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS
AutoCAD SHX Text
ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
AutoCAD SHX Text
UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE
AutoCAD SHX Text
AND IS A CLASS 'A' MISDEMEANOR.
AutoCAD SHX Text
PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,
AutoCAD SHX Text
THE ALTERATION OF THIS MATERIAL IN ANY WAY,
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
CONTRACT:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
LOCATION:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DRAWING NUMBER:
AutoCAD SHX Text
FIELD CHECK:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
36x24 PLOT SHEET
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
10/23/2019
AutoCAD SHX Text
BID DOCUMENTS
AutoCAD SHX Text
75
AutoCAD SHX Text
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2016 NYS ENERGY CONSERVATION CONSTRUCTION CODE.
AutoCAD SHX Text
PROVIDE NEW ADDITION
AutoCAD SHX Text
CLASSROOMS & OFFICE SPACES
AutoCAD SHX Text
RESIDENTIAL REHABILITATION UNIT
AutoCAD SHX Text
BEDFORD HILLS CORRECTIONAL FACILITY
AutoCAD SHX Text
247 HARRIS ROAD
AutoCAD SHX Text
BEDFORD HILLS, NY
AutoCAD SHX Text
DEPARTMENT OF CORRECTIONS
AutoCAD SHX Text
AND COMMUNITY SUPERVISION
AutoCAD SHX Text
02/06/2020
AutoCAD SHX Text
ADDENDUM 01
AutoCAD SHX Text
1
AutoCAD SHX Text
E
AutoCAD SHX Text
X
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
Page 39: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

LIGHTING PANEL

(E.T.R.)

POWER PANEL

(E.T.R.)

200A DISCONNECT

(E.T.R.)

8 CKT LOADCENTER

(E.T.R.)

JB

VOICE BLOCKS

(E.T.R.)

TC

TIMECLOCK

(E.T.R.)

CLASSROOM

1D08

CLASSROOM

1D09

CLASSROOM

1D10

CONFERENCE

1D11

OFFICE

1D12

OFFICE

1D13

CORRIDOR

NORTH

1DO1

HALL

STORAGE

1D03

ROOM

ELECTRIC

ROOM

MECHANICAL

1X02

ROOM

MECHANICAL

1D04

ROOM

ELECTRIC

1D02

PANEL 'PP1'

WAP

WAP

WAP

WAP

4

4

GENERAL DATA

CABLING RACEWAY

HOMERUN ROUTE

1

2

TYP.

+84

"4

4 4

4 4

DATA/WAP CABLING

VOICE CABLING

FOC TO BUILDING 114.

REFER TO SHEET E-503

FOR MORE INFORMATION.

FOC TO BUILDING 114.

REFER ALSO TO E-503

+84

"4

+84

"4

RESTROOM

INMATE 02

1D06

RESTROOM

INMATE 01

1D05

RESTROOM

STAFF

1D07

PANEL 'PP-EM'

UPS

4

9

AV

JL

8

10

A/V RACK

10

9

AV

JL

8

10

AV

JL

8

10

9

EER RACK

11

3

6

5

GENERAL NOTES:

1. REFER TO E-001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND

GENERAL PROJECT NOTES.

2. REFER TO E-601 FOR PANEL SCHEDULE FOR CIRCUIT

CHARACTERISTICS.

3. REFER TO E-601 FOR BRANCH CIRCUIT SCHEDULE (BCS) FOR

CIRCUIT REQUIREMENTS.

KEY NOTES:

PROPOSED 4-POST DATA RACK. REFER TO SHEET E-503 FOR MORE

INFORMATION.

PROVIDE CAT 6 CABLE. REFER TO DATA DETAILS ON E-502 FOR

ADDITIONAL REQUIREMENTS.

DOOR CONTROL CONSOLE PROVIDED BY CONSTRUCTION

CONTRACT. COORDINATE WITH 'C' CONTRACT FOR FINAL

LOCATIONS PRIOR TO ROUGH-IN.

PROVIDE (3) 120V, 20A CIRCUITS FROM PANEL 'PP-EM' TO DOOR

CONTROL CONSOLE: (1) FOR CONTROL CONSOLE CONTROL

POWER, (2) FOR DOOR ELECTRIC LATCH POWER. THE CIRCUITS

ARE DESCRIBED AS FOLLOWS: (3) SETS OF (2)#12 &#12G, 3/4"C

FROM PANEL 'PP-EM' TO MASTER CONSOLE LOCATIONS.

CONTROL WIRING, POWER WIRING & RACEWAYS FROM ELECTRIC

LOCK/DOOR POSITION SWITCHES (ONE PER DOOR) TO MASTER

DOOR CONTROL CONSOLE SHALL BE PROVIDED BY CONSTRUCTION

WORK CONTRACT.

COORDINATE FINAL LOCATION OF UPS REMOTE ALARM PANEL WITH

DIRECTOR'S REPRESENTATIVE PRIOR TO ROUGH-IN. PROVIDE

CONNECTION TO UPS PER MANUFACTURER'S RECOMMENDATIONS.

PROVIDE (3)#4 & #10G, 1"C

(3) HDMI CABLES, TYP.

PROVIDE (3) CAT5 E NANO SKEW CABLES PER CLASSROOM. ROUTE

TO A/V HEAD END, LOCATED IN ELECTRIC ROOM. LABEL &

TERMINATE IN RACK, TYP.

COORDINATE EXACT LOCATION WITH DIRECTOR'S

REPRESENTATIVE. PROVIDE 120V, 20A CIRCUIT TO PANEL PP-1.

PROVIDE (2) 120V, 20A CIRCUITS TO SERVE EER RACK. REFER TO

E-700 SERIES DRAWINGS FOR ADDITIONAL INFORMATION.

1

2

3

4

5

6

7

8

9

10

11

AVJ

L

AUDIO/VIDEO REMOTE JACK STATION. MOUNT (1) AT 2'-0" AFF & (1) AT

7'-0" AFF. 42" CLASSROOM MONITOR. MOUNT APPROXIMATELY 7'-0"

AFF. COORDINATE EXACT LOCATION WITH DIRECTOR'S

REPRESENTATIVE.

WALL-MOUNTED LOCK BOX CONTAINS THE FOLLOWING:

- BLU-RAY WITH REMOTE, TYP.

- USB (PC) REMOTE, TYP.

- MONITOR REMOTE, TYP.

COORDINATE EXACT LOCATION & MOUNTING HEIGHT WITH DIRECTOR'S

REPRESENTATIVE.

SCALE:

ELECTRICAL SINGLE LINE DIAGRAM

NOT TO SCALE

E109

3

PANEL

'LP-2A'

ETR

PANEL

'PP-EM'

60A

MLO

UPS

7

7

CIRCUIT SERVED

BREAKER

1

60 AMP FRAME

MLO

208/120 VOLT 3ϕ, 4W+G

10K AIC RMS SYM

CONTROL CONSOLE CONTROL POWER 20

PANEL PP-EM

AMP POLE

BREAKER

1

3

5

7

9

11

CIRCUIT SERVED

2

4

6

8

10

12

CIRCUIT

NUMBER

CIRCUIT

NUMBER

AMP POLE

120

120 120

120 120

1SPARE 20 SPARE120

1SPARE 20 SPARE120

1SPARE 20 SPARE120

JSE

GENERAL SCHEDULE NOTES:

1. PROVIDE SPARE BREAKERS AS INDICATED.

2. PROVIDE ARC FLASH WARNING LABEL PER SPECIFICATIONS.

3. PROVIDE TYPED PANEL DIRECTORY INDICATING LOADS SERVED.

4. REFER TO ELECTRICAL PLANS FOR GENERAL LOCATIONS OF EQUIPMENT.

5. PROVIDE ALL REQUIRED MOUNTING HARDWARE, BRACKETS, ACCESSORIES, ETC...

6. CONTRACTOR TO BALANCE PROPOSED PANEL LOAD ACROSS ALL PHASES EQUALLY.

7. VERIFY ALL CIRCUIT BREAKER REQUIREMENTS WITH EQUIPMENT MANUFACTURER. PROVIDE AS REQUIRED.

8. COORDINATE FINAL LABELING REQUIREMENTS WITH THE OWNER AND PROVIDE NAMEPLATE PER SPECIFICATIONS.

9. PROVIDE TOTAL NUMBER OF 1P SPACES AS INDICATED. PROVIDE BLOCK OFF PLATES FOR ALL SPACES WHICH ARE NOT UTILIZED.

10. REFER TO ELECTRICAL SINGLE LINE DIAGRAM, EQUIPMENT CONNECTION SCHEDULE & SPECIFICATIONS FOR ADDITIONAL INFORMATION/REQUIREMENTS.

CONTROL CONSOLE LATCH POWER

CONTROL CONSOLE LATCH POWER

SPARE

SPARE

SPARE

DESIGN & CONSTRUCTION

JADE STONE ENGINEERINGmechanical, electrical, plumbing

Bernier, Carr & Associates,

Engineers, Architects and Land Surveyors, P.C.

46137 - E

SCALE:

ELECTRICAL ENLARGED DATA PLAN

1/4" = 1'-0"

E-104

1

SCALE:

KEY PLAN

NTS

SCALE:

ELECTRICAL ENLARGED DATA PLAN

1/4" = 1'-0"

E-104

2

1

1

1

1

Page 40: DESIGN AND CONSTRUCTION GROUP THE GOVERNOR … 01 CEHP.pdfA. Welding Standards: Structural Welding Code - Steel, AWS D1.1 or Structural Welding Code - Sheet Steel, AWS D1.3, as applicable,

BLU-RAY

PLAYER

HDMI

VIDEO / AUDIO

MATRIX

INPUTS-OUTPUTS

CLASSROOMS

(TYP OF 3)

EXT

CAT5E

NANO

SKEW

A/V HEADEND EQUIPMENT

(PARTIAL SHOWN)

LOCATE IN ROOM B-005

EXT

DIST

AMP

H/E

COMPUTER LOCAL

BLU-RAY

AUDIO/VIDEO

HEAD END

BLU-RAY

HDMI

CLASSROOM

TV/MONITOR

HEADEND PC

USB

PORT

EXT

USB EXT.

LABEL "USB FROM

CLASSROOM

1-_____". (TYPICAL)

EXT

USB EXT

AUDIO

DIST

AMP

DIST

AMP

IN

ROOM

BLU-RAY

PLAYER

HDMI

SYMBOL:

LOCK BOX

PRESENTERS

PC REMOTE

RX

LOCATE ABOVE

PRESENTER

IN CEILING

CAT5E

NANO

SKEW

CAT5E

NANO

SKEW

PRESENTERS

PC REMOTE

TX

CLASSROOM

TV/BLU-RAY

REMOTES

LABEL "AV TO

CLASSROOM

1-_____". (TYPICAL)

PROVIDE RF DISTRIBUTION HEAD END DEVICES REQUIRED.

INSTALL IN EQUIPMENT RACK, AND INTEGRATE AS SHOWN. LOCATE

RACK IN ROOM B-005. REFER TO SPECIFICATION SECTION 274173.

STATION FOR INSTALLED CLASSROOM MONITOR:

ROUTE WIRING FROM HEAD END AND LOCAL DEVICES TO

RECESS WALL MOUNTED JACK PLATES. PROVIDE PANEL MOUNT HDMI

JACKS, CONNECTOR AND TERMINATE.

PROVIDE ETCHED LABELS ON PLATES IDENTIFYING

CONNECTED COMPONENTS. LOCATE 7' A.F.F.

STATION FOR PORTABLE CLASSROOM MONITOR:

PROVIDE DISTRIBUTION AMPLIFIERS AND ROUTE ADDITIONAL

CABLING TO 2' HIGH RECESS WALL MOUNTED OUTPUT

JACKPLATES IN CLASSROOMS. PROVIDE PANEL MOUNT HDMI JACKS,

CONNECTOR AND TERMINATE.PROVIDE ETCHED LABELS ON PLATES

IDENTIFYING CONNECTED COMPONENTS. LOCATE 2' A.F.F.

COMPUTER

LOCAL

BLU-RAY

AUDIO/VIDEO

HEAD END

BLU-RAY

SYMBOL:

REQUIREMENTS PER

CLASSROOM (TYPICAL

OF 3 ROOMS).

SCALER

BLU-RAY

PLAYER

RACK MOUNT

ADMIN COMPUTER

MONITOR

RACK MOUNT

ADMIN COMPUTER

MOUSE

SIGNAL

EXTENDERS

SIGNAL

EXTENDERS

SIGNAL

EXTENDERS

SIGNAL

EXTENDERS

SIGNAL

EXTENDERS

POWER STRIP

POWER STRIP

DISTRIBUTION

AMPS

DISTRIBUTION

AMPS

DISTRIBUTION

AMPS

RACK UPS

SPACE

SPACE

SPACE

SPACE

POWER STRIP

RACK MOUNT

COMPUTER

RACK MOUNT

COMPUTER

RACK MOUNT

COMPUTER

RACK MOUNT

COMPUTER

DATA

ROUTER

TO CLASSROOMS

MATRIX (PARTIAL)

RACK UPS

NOTES:

1. RACK LAYOUT SHOWN IS AN EXAMPLE.

SPECIFIC LAYOUT TO BE ADJUSTED FOR

EQUIPMENT PROVIDED IN ACCORDANCE WITH

A/V SPECIFICATION.

AVJ

2

3

1

AVJ

2

1

3

1

SCALE:

CLASSROOM A/V SYSTEM DETAILS

NTS

E-504

1

SCALE:

AVJ SYMBOL DETAILS

NTS

E-504

2

SCALE:

AV HEAD END RACK ELEVATION

NTS

E-504

3

DETAIL KEYNOTES:

AUDIO/ VIDEO CONNECTOR SHALL BE HDMI.1

DETAIL KEYNOTES:

HDMI

HDMI

BLU-RAY

PLAYER

HDMI

BLU-RAY

PLAYER

HDMI

HDMI

BLU-RAY

PLAYER

BLU-RAY

PLAYER

BLU-RAY

PLAYER

AUDIO/VIDEO

1

AUDIO/VIDEO

1

COMPUTER LOCAL

BLU-RAY

AUDIO/VIDEO

HEAD END

BLU-RAY

HDMI

HDMI

HDMI

DESIGN & CONSTRUCTION

JADE STONE ENGINEERINGmechanical, electrical, plumbing

Bernier, Carr & Associates,

Engineers, Architects and Land Surveyors, P.C.

46137 - E

AUDIO/VIDEO

HDMI

AUDIO/VIDEO

HDMI

AUDIO/VIDEO

HDMI

AUDIO/VIDEO

HDMI