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.
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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.
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.
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
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.
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
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
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
KEY PLAN
DESIGN & CONSTRUCTION
Bernier, Carr & Associates,
Engineers, Architects and Land Surveyors, P.C.
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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.
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PROVIDE NEW ADDITION CLASSROOMS
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247 HARRIS ROAD
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COMPLIANCE STATEMENT:
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REVISED DRAWING A-601 02/06/2020
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TYPE
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FINISH
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ANCHORS
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HEAD
AutoCAD SHX Text
JAMB
AutoCAD SHX Text
SILL
AutoCAD SHX Text
DETAILS
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GLAZING TYPE
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FIRE RATING
AutoCAD SHX Text
HARDWARE
AutoCAD SHX Text
SET NO
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HAND
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KEYSIDE
AutoCAD SHX Text
COVERPLATE
AutoCAD SHX Text
COMMENTS
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MATERIAL
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ROOM NUMBER
AutoCAD SHX Text
ROOM NAME
AutoCAD SHX Text
DEPTH
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UNDERCUT
AutoCAD SHX Text
1X01A
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1X02A
AutoCAD SHX Text
1D01A
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1X01
AutoCAD SHX Text
CORE CORRIDOR
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1X02
AutoCAD SHX Text
UTILITY
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1D01B
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1D01
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NORTH CORRIDOR
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1D02A
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1D02
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ELECTRICAL
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1D03A
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1D03
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STORAGE
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1D04A
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1D04
AutoCAD SHX Text
MECHANICAL
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1D05A
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1D05
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INMATE 01 RESTROOM
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1D06A
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1D06
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INMATE 02 RESTROOM
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1D01
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NORTH CORRIDOR
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1D07A
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1D07
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STAFF RESTROOM
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3'-0"
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7'-0"
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1 3/4"
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3'-8"
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7'-0"
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2 1/4"
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3'-0"
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7'-0"
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3'-0"
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7'-0"
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3'-0"
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7'-0"
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1 3/4"
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3'-0"
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7'-0"
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1 3/4"
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3'-0"
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7'-0"
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1 3/4"
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3'-0"
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7'-0"
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3'-0"
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7'-0"
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3'-0"
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7'-0"
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1 3/4"
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1D08A
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1D08
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CLASSROOM 01
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7'-0"
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1D08B
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1D08
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3'-0"
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7'-0"
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CLASSROOM 01
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1D09A
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1D09
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CLASSROOM 02
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7'-0"
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1D09B
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1D09
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7'-0"
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CLASSROOM 02
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3'-0"
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1D10A
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1D10
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CLASSROOM 03
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1D10B
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1D10
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CLASSROOM 03
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7'-0"
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7'-0"
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3'-O"
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1D11A
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1D11
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CONFERENCE ROOM
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7'-0"
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1 3/4"
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3'-0"
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1D12A
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1D12
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OFFICE 02
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7'-0"
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1 3/4"
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3'-0"
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1D13A
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1D13
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OFFICE 01
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7'-0"
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1 3/4"
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3'-0"
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1X01A
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1X02A
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1D01A
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1D01B
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1D02A
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1D03A
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1D04A
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1D05A
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1D06A
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1D07A
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1D08A
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1D08B
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1D09A
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1D09B
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1D10A
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1D10B
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1D11A
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1D12A
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1D13A
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V
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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V
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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F
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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20
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5/8"
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20
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5/8"
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20
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5/8"
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HG
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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20
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5/8"
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F
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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20
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5/8"
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F
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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20
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5/8"
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HG
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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20
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5/8"
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HG
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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20
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5/8"
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F
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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20
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5/8"
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20
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5/8"
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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20
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5/8"
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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20
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5/8"
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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F
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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20
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5/8"
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--
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F
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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20
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5/8"
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NV
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
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20
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5/8"
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F
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STEEL
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FACTORY
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F1
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STEEL
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EAL-3
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M
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5-3/4"
AutoCAD SHX Text
20
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5/8"
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STEEL PLATE
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F2
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EAL-3
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IMBED
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C6X8.2
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F1
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EAL-3
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F1
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CHANNEL
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EAL-3
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V
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90
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5/8"
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G
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--
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5/8"
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--
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5/8"
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LHR
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LH
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LHR
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RHR
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RH
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RH
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LH
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RH
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RHR
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LHR
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RHR
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RH
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RHR
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RH
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RHR
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RH
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LH
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RH
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RH
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3/A-509
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2/A-509
AutoCAD SHX Text
3/A-501
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2/A-501
AutoCAD SHX Text
6/A-509
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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
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BS
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--
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--
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--
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--
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--
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--
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--
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--
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--
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--
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--
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--
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--
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--
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3
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HS: HINGE SIDE SS: STOP SIDE BS: BOTH SIDES
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2
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2
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3
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E
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1
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4
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EXTRACTION DOOR
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EXTRACTION DOOR
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EXTRACTION DOOR
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G
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G
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G
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G
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G
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G
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G
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G
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G
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--
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--
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--
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--
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--
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--
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I
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I
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HS
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HS
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HS
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--
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--
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--
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--
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--
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--
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--
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2 1/4"
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2 1/4"
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YES
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YES
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YES
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--
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--
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--
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--
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--
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--
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--
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--
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--
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--
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C6X8.2
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C6X8.2
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--
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IMBED
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IMBED
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NV
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NV
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NV
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EAL-3
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EAL-3
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EAL-3
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M: ADJUSTABLE YOKE AND STRAP WELDED-IN IMBED: MASONRY DETENTION ANCHOR
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D
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C
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C
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F
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F
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6/A-509
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5/A-509
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--
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4/A-502
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4/A-502
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--
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--
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--
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--
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--
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--
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B
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A
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B
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B
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MINIMUM
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NOTE: DOOR FRAME LOCATIONS UNLESS DIMENSIONED OR DETAILED OTHERWISE
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EXISTING WALL
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E
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A
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A
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STEEL PLATE
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STEEL PLATE
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CHANNEL
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CHANNEL
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ELECTROMECHANICAL LOCK
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ELECTROMECHANICAL LOCK
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ELECTROMECHANICAL LOCK
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ELECTROMECHANICAL LOCK
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ELECTROMECHANICAL LOCK
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ELECTROMECHANICAL LOCK
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4
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4
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1 3/4"
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1 3/4"
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1 3/4"
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1 3/4"
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1 3/4"
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1 3/4"
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1 3/4"
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1 3/4"
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SCALE:
AutoCAD SHX Text
3/4" = 1'-0"
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1
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SCALE:
AutoCAD SHX Text
3/4" = 1'-0"
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3
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EXIT DEVICE
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L
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C
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DOOR PULL
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LOCK BOX
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L
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C
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STOP SIDE
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SCALE:
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3/4" = 1'-0"
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4
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SCALE:
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1 1/2" = 1'-0"
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2
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14 GAUGE
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#8 MINIMUM TORX HEAD SECURITY FASTENER FACTORY INSTALL: SELF DRILLING/SELF TAPPING FIELD INSTALL: MACHINE SCREW
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CONSTRUCTION
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BUILDING 118
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C
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TCO
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TJR / PDA
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DOOR TYPES
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AND SCHEDULE
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A-601
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41
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WARNING:
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FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE
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NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS
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ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
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UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE
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AND IS A CLASS 'A' MISDEMEANOR.
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PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,
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THE ALTERATION OF THIS MATERIAL IN ANY WAY,
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CLIENT:
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CONTRACT:
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TITLE:
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LOCATION:
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SHEET TITLE:
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DESIGNED BY:
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PROJECT
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DRAWN BY:
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DRAWING NUMBER:
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FIELD CHECK:
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APPROVED:
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SHEET OF
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MARK
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DATE
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DESCRIPTION
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NUMBER:
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36x24 PLOT SHEET
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CONSULTANT
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10/23/2019
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BID DOCUMENTS
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75
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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.
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PROVIDE NEW ADDITION
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CLASSROOMS & OFFICE SPACES
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RESIDENTIAL REHABILITATION UNIT
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BEDFORD HILLS CORRECTIONAL FACILITY
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247 HARRIS ROAD
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BEDFORD HILLS, NY
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DEPARTMENT OF CORRECTIONS
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AND COMMUNITY SUPERVISION
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02/06/2020
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ADDENDUM 01
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1
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1
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1
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1
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E
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X
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C
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E
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L
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S
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I
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O
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R
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
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REFERENCE NORTH
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SCALE:
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SUB-GRADE PLAN
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1/8" = 1'-0"
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1
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PROVIDE NON-PERFORATED 4" SCHEDULE 40 THERMOPLASTIC (CPVC) PIPE AND FITTINGS UP THROUGH ROOF.
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LABEL RISER STUB "RADON VENT" & COVER DURING CONCRETE POUR, SUPPORT STUB TO REMAIN VERTICAL DURING POUR
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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)
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4"
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4"
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4"
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4"
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4"
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4"
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4"
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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.
13" THICK GAS PERMEABLE LAYER (ITEM B-12 CRUSHED STONE, CLEANED)
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COMPACTED EARTH
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FLEXIBLE COUPLING ADAPTER
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4" PERFORATED SCHEDULE 40 PVC PIPE AND FITTINGS (SOIL GAS COLLECTOR PIPING BELOW CONCRETE SLAB).
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20 MIL VAPOR RETARDER, OVERLAPPED AND TAPED PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
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CONCRETE SLAB
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RADON VENT PIPE. NON-PERFORATED 4" SCHEDULE 40 THERMOPLASTIC (CPVC) PIPE AND FITTINGS UP THROUGH ROOF.
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SEAL AROUND ALL PLUMBING, CONDUIT, SUPPORT COLUMNS OR OTHER PENETRATIONS THAT COME THROUGH THE VAPOR BARRIER.
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SCALE:
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UNDERSLAB PIPING DETAIL
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NOT TO SCALE
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3
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RADON VENT PIPE. NON-PERFORATED 4" SCHEDULE 40 THERMOPLASTIC (CPVC) PIPE AND FITTINGS UP THROUGH ROOF. JOINTS SEALED AIR TIGHT.
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CONSTRUCTION
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BUILDING 118
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P
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HJC
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HJC
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SUB-GRADE PASSIVE
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DEPRESSURIZATION
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SYSTEM
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P-105
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43A
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WARNING:
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FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE
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NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS
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ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
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UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE
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AND IS A CLASS 'A' MISDEMEANOR.
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PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,
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THE ALTERATION OF THIS MATERIAL IN ANY WAY,
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CLIENT:
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CONTRACT:
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TITLE:
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LOCATION:
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SHEET TITLE:
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DESIGNED BY:
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PROJECT
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DRAWN BY:
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DRAWING NUMBER:
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FIELD CHECK:
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APPROVED:
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SHEET OF
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MARK
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DATE
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DESCRIPTION
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NUMBER:
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36x24 PLOT SHEET
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CONSULTANT
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10/23/2019
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BID DOCUMENTS
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75
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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.
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PROVIDE NEW ADDITION
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CLASSROOMS & OFFICE SPACES
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RESIDENTIAL REHABILITATION UNIT
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BEDFORD HILLS CORRECTIONAL FACILITY
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247 HARRIS ROAD
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BEDFORD HILLS, NY
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DEPARTMENT OF CORRECTIONS
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AND COMMUNITY SUPERVISION
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02/06/2020
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ADDENDUM 01
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1
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E
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X
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C
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E
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L
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S
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I
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O
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R
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1
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1
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1
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1
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 G, 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
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