BID CLARIFICATION #3 March 22, 2019 TIME: 2:00 … DOCUMENTS...4e) Group 6: Blasters, nuclear and toxic waste removal. 31.80 20.10 4f) Group 7: Asbestos/lead removal and encapsulation

BID CLARIFICATION #3 March 22, 2019 DUE DATE: April 10, 2019 TIME: 2:00 p.m. PROJECT: Northeast Residence Halls Security Camera System PROJECT NO: 300020 LOCATION: University of Connecticut Capital Projects & Facilities Procurement

3 Discovery Drive, Unit 6076 Storrs, CT 06269

Attn: Cesar Alonzo Please note the following information must be incorporated into your bid for the Northeast Residence Halls Security Camera System, Project #300020:

1) Attached are the CT Department of Labor Wage and Workplace Standards division, Minimum Rates and Classifications for Building Construction dated March 20, 2019

2) Enclosed is Addendum #2 issued by Christopher Williams Architects on March 19, 2019 The University of Connecticut Bid Submission Requirements:

All bidders must submit their Form of Proposal along with all required forms and any associated bid clarifications as your firm’s bid proposal. All required forms must be completed.

All bidders must initial the bottom of each page within their bid proposal and associated Bid Clarifications attesting to the fact that you have reviewed, read, understood, and accepted the information and terms and conditions within, without exception.

YOUR BID PROPOSAL MAY BE CONSIDERED NON-RESPONSIVE AND MAY NOT BE REVIEWED FOR FAILURE TO SUBMIT ALL OF THE ABOVE DOCUMENTATION (ALONG WITH ANY OTHER DOCUMENTATION DETAILED IN THE BID DOCUMENTS AND SPECIFICATIONS)

All bid awards must be approved by the University of Connecticut. After review of all factors, terms and conditions, including price, the University of Connecticut reserves the right to reject any and all proposal, or any part thereof, or waive defects in same, or accept any proposal deemed to be in the best interest of the University of Connecticut

University of Connecticut Cesar Alonzo Capital Projects & Facilities Procurement

Project: Northeast Residence Halls Security Camera System At Uconn


Project 300020 Project Mansfield

By virtue of the authority vested in the Labor Commissioner under provisions of Section 31-53 of the General Statutes of Connecticut, as amended, the following are declared to be the prevailing rates and welfare payments and will apply only where the contract is advertised for bid within 20 days of the date on which the rates are established. Any contractor or subcontractor not obligated by agreement to pay to the welfare and pension fund shall pay this amount to each employee as part of his/her hourly wages.

Minimum Rates and Classifications for Building Construction

Connecticut Department of LaborWage and Workplace Standards Division

Number: Town:

B 25845

State#: FAP#:

ID# :

Hourly Rate BenefitsCLASSIFICATION

38.25 27.961a) Asbestos Worker/Insulator (Includes application of insulating materials, protective coverings, coatings, & finishes to all types of mechanical systems; application of firestopping material for wall openings & penetrations in walls, floors, ceilings

1b) Asbestos/Toxic Waste Removal Laborers: Asbestos removal and encapsulation (except its removal from mechanical systems which are not to be scrapped), toxic waste removers, blasters.**See Laborers Group 7**

40.21 29.301c) Asbestos Worker/Heat and Frost Insulator

Wednesday, March 20, 2019As of:


38.34 26.012) Boilermaker

34.72 32.55 + a3a) Bricklayer, Cement Mason, Concrete Finisher (including caulking), Stone Masons

34.90 25.873b) Tile Setter

31.69 22.353c) Terrazzo Mechanics and Marble Setters

26.70 21.753d) Tile, Marble & Terrazzo Finishers

33.48 32.063e) Plasterer



------LABORERS------

30.05 20.104) Group 1: Laborers (common or general), acetylene burners, concrete specialists, wrecking laborers, fire watchers.

30.30 20.104a) Group 2: Mortar mixers, plaster tender, power buggy operators, powdermen, fireproofer/mixer/nozzleman (Person running mixer and spraying fireproof only).

30.55 20.104b) Group 3: Jackhammer operators/pavement breaker, mason tender (brick), mason tender (cement/concrete), forklift operators and forklift operators (masonry).

30.55 20.104c) **Group 4: Pipelayers (Installation of water, storm drainage or sewage lines outside of the building line with P6, P7 license) (the pipelayer rate shall apply only to one or two employees of the total crew who primary task is to actually perform the mating of pipe sections) P6 and P7 rate is $26.80.

30.55 20.104d) Group 5: Air track operator, sand blaster and hydraulic drills.



31.80 20.104e) Group 6: Blasters, nuclear and toxic waste removal.

31.05 20.104f) Group 7: Asbestos/lead removal and encapsulation (except it's removal from mechanical systems which are not to be scrapped).

28.38 20.104g) Group 8: Bottom men on open air caisson, cylindrical work and boring crew.

27.86 20.104h) Group 9: Top men on open air caisson, cylindrical work and boring crew.

16.00 20.104i) Group 10: Traffic Control Signalman

32.60 25.345) Carpenter, Acoustical Ceiling Installation, Soft Floor/Carpet Laying, Metal Stud Installation, Form Work and Scaffold Building, Drywall Hanging, Modular-Furniture Systems Installers, Lathers, Piledrivers, Resilient Floor Layers.



33.14 25.745a) Millwrights

40.00 25.97+3% of gross wage

6) Electrical Worker (including low voltage wiring) (Trade License required: E1,2 L-5,6 C-5,6 T-1,2 L-1,2 V-1,2,7,8,9)

53.37 33.705+a+b7a) Elevator Mechanic (Trade License required: R-1,2,5,6)

-----LINE CONSTRUCTION----

26.50 6.5% + 9.00Groundman

48.19 6.5% + 22.00Linemen/Cable Splicer



37.18 21.05 + a8) Glazier (Trade License required: FG-1,2)

35.47 35.14 + a9) Ironworker, Ornamental, Reinforcing, Structural, and Precast Concrete Erection

----OPERATORS----

39.55 24.30 + aGroup 1: Crane handling or erecting structural steel or stone, hoisting engineer 2 drums or over, front end loader (7 cubic yards or over), work boat 26 ft. and over and Tunnel Boring Machines. (Trade License Required)

39.23 24.30 + aGroup 2: Cranes (100 ton rate capacity and over); Excavator over 2 cubic yards; Piledriver ($3.00 premium when operator controls hammer); Bauer Drill/Caisson. (Trade License Required)

38.49 24.30 + aGroup 3: Excavator; Backhoe/Excavator under 2 cubic yards; Cranes (under 100 ton rated capacity), Grader/Blade; Master Mechanic; Hoisting Engineer (all types of equipment where a drum and cable are used to hoist or drag material regardless of motive power of operation), Rubber Tire Excavator (Drott-1085 or similar);Grader Operator; Bulldozer Fine Grade. (slopes, shaping, laser or GPS, etc.). (Trade License Required)



38.10 24.30 + aGroup 4: Trenching Machines; Lighter Derrick; Concrete Finishing Machine; CMI Machine or Similar; Koehring Loader (Skooper).

37.51 24.30 + aGroup 5: Specialty Railroad Equipment; Asphalt Paver; Asphalt Reclaiming Machine; Line Grinder; Concrete Pumps; Drills with Self Contained Power Units; Boring Machine; Post Hole Digger; Auger; Pounder; Well Digger; Milling Machine (over 24" Mandrell)

37.51 24.30 + aGroup 5 continued: Side Boom; Combination Hoe and Loader; Directional Driller; Pile Testing Machine.

37.20 24.30 + aGroup 6: Front End Loader (3 up to 7 cubic yards); Bulldozer (rough grade dozer).

36.86 24.30 + aGroup 7: Asphalt roller, concrete saws and cutters (ride on types), vermeer concrete cutter, Stump Grinder; Scraper; Snooper; Skidder; Milling Machine (24" and under Mandrell).

36.46 24.30 + aGroup 8: Mechanic, grease truck operator, hydroblaster; barrier mover; power stone spreader; welding; work boat under 26 ft.; transfer machine.



36.03 24.30 + aGroup 9: Front end loader (under 3 cubic yards), skid steer loader regardless of attachments, (Bobcat or Similar): forklift, power chipper; landscape equipment (including Hydroseeder).

33.99 24.30 + aGroup 10: Vibratory hammer; ice machine; diesel and air, hammer, etc.

33.99 24.30 + aGroup 11: Conveyor, earth roller, power pavement breaker (whiphammer), robot demolition equipment.

33.93 24.30 + aGroup 12: Wellpoint operator.

33.35 24.30 + aGroup 13: Compressor battery operator.

32.21 24.30 + aGroup 14: Elevator operator; tow motor operator (solid tire no rough terrain).



31.80 24.30 + aGroup 15: Generator Operator; Compressor Operator; Pump Operator; Welding Machine Operator; Heater Operator.

31.15 24.30 + aGroup 16: Maintenance Engineer/Oiler.

35.46 24.30 + aGroup 17: Portable asphalt plant operator; portable crusher plant operator; portable concrete plant operator.

33.04 24.30 + aGroup 18: Power safety boat; vacuum truck; zim mixer; sweeper; (Minimum for any job requiring a CDL license).

------PAINTERS (Including Drywall Finishing)------

33.62 21.0510a) Brush and Roller



34.37 21.0510b) Taping Only/Drywall Finishing

34.12 21.0510c) Paperhanger and Red Label

36.62 21.0510e) Blast and Spray

42.62 31.2111) Plumber (excluding HVAC pipe installation) (Trade License required: P-1,2,6,7,8,9 J-1,2,3,4 SP-1,2)

37.26 24.05 + a12) Well Digger, Pile Testing Machine

36.70 19.8513) Roofer (composition)



37.20 19.8514) Roofer (slate & tile)

37.50 36.7915) Sheetmetal Worker (Trade License required for HVAC and Ductwork: SM-1,SM-2,SM-3,SM-4,SM-5,SM-6)

42.62 31.2116) Pipefitter (Including HVAC work) (Trade License required: S-1,2,3,4,5,6,7,8 B-1,2,3,4 D-1,2,3,4, G-1, G-2, G-8 & G-9)

------TRUCK DRIVERS------

29.13 23.33 + a17a) 2 Axle

29.23 23.33 + a17b) 3 Axle, 2 Axle Ready Mix



29.28 23.33 + a17c) 3 Axle Ready Mix

29.33 23.33 + a17d) 4 Axle, Heavy Duty Trailer up to 40 tons

29.38 23.33 + a17e) 4 Axle Ready Mix

29.58 23.33 + a17f) Heavy Duty Trailer (40 Tons and Over)

29.38 23.33 + a17g) Specialized Earth Moving Equipment (Other Than Conventional Type on-the-Road Trucks and Semi-Trailers, Including Euclids)

43.92 15.84 + a18) Sprinkler Fitter (Trade License required: F-1,2,3,4)



25.76 7.3419) Theatrical Stage Journeyman



Welders: Rate for craft to which welding is incidental.

*Note: Hazardous waste removal work receives additional $1.25 per hour for truck drivers.

**Note: Hazardous waste premium $3.00 per hour over classified rate

Crane with 150 ft. boom (including jib) - $1.50 extraCrane with 200 ft. boom (including jib) - $2.50 extraCrane with 250 ft. boom (including jib) - $5.00 extraCrane with 300 ft. boom (including jib) - $7.00 extra

All classifications that indicate a percentage of the fringe benefits must be calculated at the percentage rate times the "base hourly rate".

Apprentices duly registered under the Commissioner of Labor's regulations on "Work Training Standards for Apprenticeship and Training Programs" Section 31-51-d-1 to 12, are allowed to be paid the appropriate percentage of the prevailing journeymen hourly base and the full fringe benefit rate, providing the work site ratio shall not be less than one full-time journeyperson instructing and supervising the work of each apprentice in a specific trade.

Crane with 400 ft. boom (including jib) - $10.00 extra

Each contractor shall pay the annual adjusted prevailing wage rate that is in effect each July 1st, as posted by the Department of Labor.

It is the contractor's responsibility to obtain the annual adjusted prevailing wage rate increases directly from the Department of Labor's website. The annual adjustments will be posted on the Department of Labor's Web page:

www.ct.gov/dol. For those without internet access, please contact the division listed below.

The Department of Labor will continue to issue the initial prevailing wage rate schedule to the Contracting Agency for the project.

All subsequent annual adjustments will be posted on our Web Site for contractor access.

The Prevailing wage rates applicable to this project are subject to annual adjustments each July 1st for the duration of the project.

Contracting Agencies are under no obligation pursuant to State labor law to pay any increase due to the annual adjustment provision.

ALL Cranes: When crane operator is operating equipment that requires a fully licensed crane operator to operate he receives an extra $4.00 premium in addition to the hourly wage rate and benefit contributions:

1) Crane handling or erecting structural steel or stone; hoisting engineer (2 drums or over)

2) Cranes (100 ton rate capacity and over) Bauer Drill/Caisson

3) Cranes (under 100 ton rated capacity)



Please direct any questions which you may have pertaining to classification of work and payment of prevailing wages to the Wage and Workplace Standards Division, telephone (860)263-6790.

Effective October 1, 2005 - Public Act 05-50: any person performing the work of any mechanic, laborer, or worker shall be paid prevailing wage

All Person who perform work ON SITE must be paid prevailing wage for the appropriate mechanic, laborer, or worker classification.

All certified payrolls must list the hours worked and wages paid to All Persons who perform work ON SITE regardless of their ownership i.e.: (Owners, Corporate Officers, LLC Members, Independent Contractors, et. al)

Reporting and payment of wages is required regardless of any contractual relationship alleged to exist between the contractor and such person.

~~Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clause (29 CFR 5.5 (a) (1) (ii)).


03/19/2019 NE Security Camera System ADDENDUM 2 Page 1

ADDENDUM #2

VIA EMAIL

Date: March 19, 2019

Project: 1714 – Northeast Dormitories – Security Camera System

UCONN Project No: 300020 Re: Constructions Documents - Misc. changes and clarifications Issued by: Christopher Williams Architects LLC

85 Willow Street, Building 54 New Haven, CT 06511 (203) 776-0184

To: Charles Brome UCONN [email protected] Cesar Alonzo UCONN [email protected]

cc: FILE 1714 No. of pages: (2)

Notice to all Bidders: This Addendum forms a part of and modifies the original documents issued for bidding, dated February 15, 2019 to the extent noted herein. This Addendum supersedes all previous Drawings, General Documents, Specifications, Instructions and Addenda pertaining to these items. Acknowledge receipt of this Addendum on the submitted Bid.

mailto:[email protected]


03/19/2019 NE Security Camera System ADDENDUM 2 Page 2

Project Manual Revisions

Item #2: INSERT/ADD- - Sections

ADD NEW - SECTION 27 11 13 ...Communications Entrance Protection

ADD NEW SECTION 27 15 13: Communications Copper Horizontal Cabling REPLACE SECTION 27 1119 Communications Terminations and Wiring with revised

SECTION 27 1119 Communications Terminations and Wiring (same name)

Item #2: Revised Architectural Drawings

Cover Sheet Sheet list revision to include Addendum #2

C105 Towers – Residences- Parking Lot Pole / Camera trenching relocated to island shortened distance.

0157-0 – Hurley, Baldwin 0159, McConaughy Hall- Ground Floor Routing changed to reach first floor cameras.

0157-1 – Hurley, Baldwin 0159, McConaughy Hall- First Floor Routing changed first floor entrance cameras, accessed from open ceiling instead of wall that was shown on plan.

0469-0 Husky Village Building A– notes added and plans updated. No routing change.

Plans have been changed to note allowable exposed wire mold in 100. ATTACHMENTS Drawings: Cover Sheet, C105, 0157-0, 0157-1 , 0469-0

Meeting Notes- General Contractor Questions from 3/18/2019 optional walk-through. Project Manual Table of contents SECTION 27 11 13 Communications Entrance Protection

SECTION 27 15 13: Communications Copper Horizontal Cabling SECTION 27 1119 Communications Terminations and Wiring

END OF ADDENDUM #2

NORTHEAST DORMITORIES - SECURITY CAMERA SYSTEMPRESIDENT

SUSAN HERBST

UCONN CAPITAL PROJECTS & CONTRACT ADMINISTRATION

PROJECT NO.: 300020

UNIVERSITY OF CONNECTICUT

STATE OF CONNECTICUT

NORTHEAST DORMITORIES

STORRS, CT 06269

3 DISCOVERY DRIVE. UNIT 6076STORRS, CT 06269-6076

860-486-2619

PREPARED FOR:

PROJECT CONSULTANTS

PROJECT SITE LOCATIONNOT TO SCALE

STORRS CAMPUS

Architect:

221 River Street, Suite 900Hoboken, NJ 07030Phone: 201-721-8570 www: atriade.com

Security Consultant:

CHRISTOPHER WILLIAMS ARCHITECTS

85 Willow Street New Haven, CT 06511203 776 0184 cwarchitectsllc.com

ISSUED FOR BID: February 15, 2019

SHEET INDEX

NO. SHEET NAME 2/15

/201

9

03/1

4/20

19

03/1

9/20

19

GENERALA0 COVER ● ●

G001 GENERAL INFORMATION ABBREVIATIONS ●CIVIL

C100 LOCATION PLAN ●C101 HISTORIC CAMPUS - PARKING LOTS ●C102 GRANGE HALL PARKING LOT ●C103 NORTH CAMPUS RESIDENCE - PARKING LOTS ●C104 NORTHWEST QUAD - PARKING LOTS ●C105 TOWERS RESIDENCES - PARKING LOTS ● ●C106 DAILY CAMPUS - PARKING LOTS ●C107 HUSKY VILLAGE PARKING LOTS ●C201 SITE, CURBING, TRENCH AND CONDUIT DETAILS ●C202 SITE DETAILS ●

ABATEMENTHM101 HAZARDOUS BUILDING MATERIAL ABATEMENT HISTORIC CAMPUS ●HM102 HAZARDOUS BUILDING MATERIAL ABATEMENT HISTORIC CAMPUS ●HM103 HAZARDOUS BUILDING MATERIAL ABATEMENT NORTH CAMPUS ●HM104 HAZARDOUS BUILDING MATERIAL ABATEMENT NORTH CAMPUS ●HM105 HAZARDOUS BUILDING MATERIAL ABATEMENT NORTH CAMPUS ●HM106 HAZARDOUS BUILDING MATERIAL ABATEMENT NORTHWEST QUAD ●HM107 HAZARDOUS BUILDING MATERIAL ABATEMENT TOWERS ●HM108 HAZARDOUS BUILDING MATERIAL ABATEMENT DAILY CAMPUS ●

SCHEDULES & DETAILSA001 PARKING CAMERA SCHEDULE W/ APPLICABLE NOTES ●A002 CAMERA AND CEILING SCHEDULES ●A003 TYPICAL RISER DETAILS AND NOTES ●A004 CAMERA TYPES & MOUNTING DETAILS ●A005 FIRE / SMOKE STOPPING & SUSPENDED CEILING DETAILS ●A006 FIRE / SMOKE STOPPING DETAILS AND MISC. NOTES ●

HISTORIC CAMPUS0069-0 HISTORIC CAMPUS - HOLCOMB HALL - GROUND FLOOR PLAN ●0069-1 HISTORIC CAMPUS - HOLCOMB HALL - FIRST FLOOR PLAN ●0127-0 HISTORIC CAMPUS - WHITNEY HALL BASEMENT LEVEL ●0127-1 HISTORIC CAMPUS - WHITNEY HALL - GROUND FLOOR PLAN ●0127-2 HISTORIC CAMPUS - WHITNEY HALL - FIRST FLOOR PLAN ●0139-0 HISTORIC CAMPUS - SPRAGUE HALL - GROUND FLOOR PLAN ●0139-1 HISTORIC CAMPUS - SPRAGUE HALL - FIRST FLOOR PLAN ●0139-2 HISTORIC CAMPUS - SPRAGUE HALL - SECOND FLOOR PLAN ●0176-0 HISTORIC CAMPUS - HICKS HALL - GROUND AND FIRST FLOOR PLANS ●0177-0 HISTORIC CAMPUS - GRANGE HALL - GROUND AND FIRST FLOOR PLANS ●0177-2 HISTORIC CAMPUS - GRANGE HALL - SECOND FLOOR PLAN ●

NORTH CAMPUS0149 NORTH CAMPUS - HARTFORD HALL ●0150 NORTH CAMPUS - NEW HAVEN HALL ●

0151-1 NORTH CAMPUS - NEW LONDON HALL- GROUND AND FIRST FLOOR PLAN ●0151-4 NORTH CAMPUS - NEW LONDON HALL- FOURTH FLOOR PLAN ●0152 NORTH CAMPUS - FAIRFIELD HALL ●0153 NORTH CAMPUS - WINDHAM HALL ●0154 NORTH CAMPUS - LITCHFIELD HALL ●0155 NORTH CAMPUS - MIDDLESEX HALL ●0156 NORTH CAMPUS - TOLLAND HALL ●

0157-0 0157- HURLEY, 0158 BALDWIN, 0159 McCONAUGHY HALL - GROUND FLOOR ● ●0157-1 0157 HURLEY HALL, 0158 BALDWIN HALL, 0159 McCONAUGHY HALL - FIRST FLOOR ● ●

NORTHWEST QUAD0163-0 NORTHWEST QUAD - BUILDING F - HANKS HALL - GROUND & FIRST FLOOR PLANS ●0164-0 NORTHWEST QUAD - BUILDING E - GOODYEAR HALL - GROUND & FIRST FLOOR PLAN ●0164-3 NORTHWEST QUAD - BUILDING E - GOODYEAR HALL - THIRD FLOOR PLAN ●0165-0 NORTHWEST QUAD - BUILDING D - RUSSEL HALL - GROUND FLOOR PLAN ●0165-1 NORTHWEST QUAD - BUILDING D - RUSSEL HALL - FIRST FLOOR PLAN ●0166-0 NORTHWEST QUAD - BUILDING A - BATTERSON HALL - GROUND FLOOR PLAN ●0166-1 NORTHWEST QUAD - BUILDING A - BATTERSON HALL - FIRST FLOOR PLAN ●0166-2 NORTHWEST QUAD - BUILDING A - BATTERSON HALL - SECOND FLOOR PLAN ●0167-0 NORTHWEST QUAD - BUILDING C - TERRY HALL - GROUND AND FIRST FLOOR PLAN ●0167-3 NORTHWEST QUAD - BUILDING C - TERRY HALL - THIRD FLOOR PLAN ●0168-0 NORTHWEST QUAD - BUILDING B - ROGERS HALL - GROUND AND FIRST FLOOR PLAN ●0436-0 NORTHWEST QUAD - BUILDING G - GROUND FLOOR PLAN ●0436-1 NORTHWEST QUAD - BUILDING G - FIRST FLOOR PLAN ● ●

TOWERS0253-0 TOWERS - BUILDING 1 - GROUND FLOOR PLAN ●0253-1 TOWERS - BUILDING 1 - FIRST FLOOR PLAN ●0254-0 TOWERS - BUILDING 2 - GROUND FLOOR PLAN ●0254-1 TOWERS - BUILDING 2 - FIRST FLOOR PLAN ●0255-0 TOWERS - BUILDING 3 - GROUND FLOOR PLAN ●0255-1 TOWERS - BUILDING 3 - FIRST FLOOR PLAN ●0256-0 TOWERS - BUILDING 4 - GROUND FLOOR PLAN ●0256-1 TOWERS - BUILDING 4 - FIRST FLOOR PLAN ●0257-0 TOWERS - BUILDING 5 - GROUND FLOOR PLAN ●0257-1 TOWERS - BUILDING 5 - FIRST FLOOR PLAN ●0258-0 TOWERS - BUILDING 6 - GROUND FLOOR PLAN ●0258-1 TOWERS - BUILDING 6 - FIRST FLOOR PLAN ●0476-1 TOWERS - DINING HALL - FIRST FLOOR PLAN ● ●0476-2 TOWERS - DINING HALL - SECOND FLOOR PLAN ● ●

DAILY CAMPUS0261-0 DAILY CAMPUS - SHIPPEE HALL - GROUND FLOOR PLAN ●0261-1 DAILY CAMPUS - SHIPPEE HALL - FIRST FLOOR PLAN ●0261-2 DAILY CAMPUS - SHIPPEE HALL - UPPER FLOOR PLANS ●0295-0 DAILY CAMPUS - BUCKLEY HALL - GROUND FLOOR PLAN ●0295-1 DAILY CAMPUS - BUCKLEY HALL - FIRST FLOOR ●0295-2 DAILY CAMPUS - BUCKLEY HALL - SECOND FLOOR PLAN ●

HUSKY VILLAGE0469-0 HUSKY VILLAGE - BUILDING A - GROUND AND FIRST FLOOR PLANS ● ●0473-0 HUSKY VILLAGE - BUILDING E - GROUND AND FIRST FLOOR PLANS ●

REVISIONS:MARK DATE DESCRIPTION

1 03-14-2019 ADDENDUM 12 03-19-2019 ADDENDUM 2

W

W

WW

WW

WW

W

W

W

W

W

W

W

W

W

W

W

W

T

T

T

T

T

T

T

T

T

T

T

T

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T

T

T

T

T

T

T

W

W

W

W

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WW

H

H

H

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H

H

H

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H

H

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H

S

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SS

S

S

SS

SS

SS

SS

SS

SS

SS

SS

S

SWR

SWR

SWR

SWR

SWR

SWR

SWR

TOWERS BLDG 2

# 0254

GND FL - RM 006

TOWERS BLD

G 1

# 025

3

GND FL - R

M 006

TOWERS DINING HALL# 0476

2nd FLOOR - RM 203

TOWERS BUILDING 3

# 0255

GROUND FL - RM 007

TOWERS BUILDING 4

# 0256

GROUND FL - RM 007

TOWERS BLD

5

# 025

7

GND FL - R

M 006

TOWERS BLG 6

# 0258

GND FL - RM 006

STORRS ROAD ROUTE 195

TOWERS LOOP ROAD

T LOT

T LOT

T LOT

D5.13

D5.13

D5.13

D5.13

D5.13

D5.13

D5.13

D5.13

D5.13

EX34

EX33

EX37

EX36

EX35

A1

C201

A1

C201

EX30

EX29

EX31

EX32

A1

C201

70'

34'

170'

LAWN AREA

CONC. WALK A3

C201

LAWN AREA

G1.07

G1.05

G1.04

G1.04

G1.04

CONC. WALK

15'

46'

C105C3

C105D3

TREES

BUSH

NEW POLE # 2

NEW POLE # 3

NEW POLE #4

EXISTING POLE NO CAMERA

PROVIDE TREE PROTECTION - SEE CIVIL DETAILS PLAN

B2

C202

B1

C201

PROVIDE SOIL AND EROSION CONTROL AT ALL SLOPED LOCATION- TYPICAL THROUGHOUT- SEE CIVIL SITE DETAIL PLAN

G1

CONFIRM AREA TO STOCK PILE SOILS

2 RELOCATE NEW CAMERAS TO EXISTING POLE IN THE EASEMENT BETWEEN THE PARKING LANES

EXISTING POLE

A1

C201

70'

15'EX30

EX29

LAWN AREA

G1.07

G1.04

TOWERS BLD

5

# 025

7

GND FL - R

M 006

TREE

34'

A1

C201

G1.04

EX31

EX32

B1

C201

NOTE : ALL EXTERIOR CAMERAS, INCLUDING RELATED SITE WORK, CONDUIT, CABLING & INTERIOR PATHWAYS ON THIS SCHEDULE SHALL BE INCLUDED IN ALTERNATE NO. 1.

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SCALE:PRINT DATE:

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SHEET TITLE:

WORK ORDER NO:FILE NAME:

SHEET:

SHEET: of

CERTIFICATION:

STATUS:

AUTHOR:

CONSULTANT:


Storrs CT. 06269-3038



PROJECT NO:

LEGEND

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1

A

B

C

D

E

"HARD" CEILING SURFACE

1x1 ACCOUSTICAL CEILING TILE GLUED TO SUBSTRATE. LIGHTING FIXTURES, SPRINKLER HEADS & OTHER CLG MOUNTED DEVICES ARE NOT SHOWN. SURFACE MOUNT WIRE MOLD AS CLOSE TO WALL/CLG CORNER AS POSSIBLE. PAINT TO MATCH EXIST'G. REPLACE ANY TILE DAMAGED DURING ENTIRE PROCESS W/MATCHING NEW.

2x2 OR 2x4 SUSPENDED CEILING. LIGHTING FIXTURES, SPRINKLER HEADS & OTHER CLG MOUNTED DEVICES ARE NOT SHOWN. REMOVE/RE-INSTALL AC TILES TO RUN WIRE ABOVE CLG. INSTALL J-HOOKS TO WALLS &/OR UNDERSIDE OF FLOOR STRUCTURE ABOVE. RE-INSTALL TILE. REPLACE ANY TILE OR GRID DAMAGED DURING ENTIRE PROCESS W/MATCHING NEW.

WIRE RUN IN CONDUIT/SURFACE MOUNTED CONDUIT. MOUNT TO GYP BD, PLASTER OR U/S OF FINISHED, NON-SUSPENDED CLG OR FLOOR STRUCTURE. ASSUMES SPACE ABOVE CEILING DOES NOT EXIST OR IS INACCESSIBLE WITHOUT CUTTING / PATCHING FINISHES

WIRE RUN ABOVE SUSPENDED A.C. TILE CLG. WHEN SHOWN ABOVE GRIDDED SUSPENDED CEILING, SUPPORT ON J HOOKS, WALL MOUNTED OR ATTACHED TO U/S OF FLOOR ABOVE. DO NOT REST ON GRID SYSTEM OR ATTACH TO HANGER WIRE.

WIRE RUN ABOVE SUSPENDED GYP BD / PLASTER CLG. WHEN SHOWN W/ NO GRID, CUT / PATCH GYP BD TO "SNAKE" WIRE THROUGH CLG SPACE. EXIST ACCESS PANELS CAN VE USED WHERE IN CONVENIENT LOCATIONS

PAVED PARKING AREAS GENERALLY COVERED BY ASSOCIATED CAMERAS. NOT ALL HATCHED AREAS MAY BE VISIBLE FROM THE CAMERA(S) COVERING THE AREA.

D

U

DOWN CABLE OR CONDUIT RUN - FREE CABLE IN WALL OR CHASE. CONDUIT IF SURFACE MOUNTED

UP CABLE OR CONDUIT RUN - FREE CABLE IN WALL OR CHASE. CONDUIT IF SURFACE MOUNTED

CAMERA - CEILING MOUNTED UNLESS NOTED OTHERWISE. SEE CAMERA SCHEDULE & SPECS.

KEY PLAN

WALL TAG SYMBOL#


SECURITY CAMERA SYSTEM

February 15, 2019

Issued for Bid

#

CAMERA TYPE. SEE CAMERA SCHEDULE

EXTERIOR CAMERA INDICATING GENERAL DIRECTION OF VIEW. SEE CAMERA SCHEDULE FOR PARTICULAR HORIZONTAL & VERTICAL FIELD OF VIEW.

#


BUILDING KEY

HOLCOMB0069BSMT

BUILDING NAME

BUILDING NUMBER

DATA RM LOCATION

F F FENCE LINE

T T TELEPHONE LINE

H H HYDRANT LATERAL

S S STORM LINE

W W WATER LINE

SWR SWR SEWER LINE

As indicated

3/21

/201

9 4:

20:5

7 PM

C:\U

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TOWERS RESIDENCES -PARKING LOTS

C105

07/31/18

DesignerAuthor

1714

1" = 50'-0"A5 TOWER RESIDENCES25' 50' 100' 150'0'

KEYNOTESD5.13 APPROX. LOCATION OF DATA ROOM/CLOSET. SEE SPECIFIC

FLOOR PLANS OF BUILDING.G1 SITE PREPARATIONG1.04 NEW CAMERA POST. SEE DETAIL FOR CAMERA MOUNTING INFOG1.05 EXISTING POST. SEE DETAIL FOR CAMERA MOUNTING INFOG1.07 NEW BITUMINOUS CURB TO MATCH ADJACENT. SEE APPLICABLE

DETAILS

1" = 20'-0"C3 TOWER RESIDENCES - ENLARGED VIEW0' 10' 20' 40' 80'

1" = 20'-0"D3 TOWER RESIDENCES - TRENCH PLAN0' 10' 20' 40' 80'

GENERAL SHEET NOTES

1. SURVEY INFO IS BASED ON VARIOUS MAPS PROVIDED BY UCONN AND VISUAL SITE INSPECTIONS. ACTUAL SITE CONDITIONS WERE OBSERVED TO VARY FROM THE MAPS, INCLUDING, BUT ARE NOT LIMITED TO, ADDITIONAL PLANTINGS, SITE IMPROVEMENTS, WALKWAYS. EVERY EFFORT HAS BEEN MADE TO INCLUDE THESE VARIATIONS IN THESE DRAWINGS, HOWEVER FIELD VERIFICATION DURING CONSTRUCTION IS NECESSARY.

2. ALL UTILITY DEPTHS AND LOCATIONS THAT APPEAR TO BE WITHIN 10'-0" OF NEW WORK MUST BE FIELD VERIFIED.INCOMPLETE RECORD DOCUMENTS WERE AVAILABLE BY UCONN. FIELD OBSERVATION WAS LIMITED AND SOURCES OF INFORMATION IS OUTLINED AS DEPICTED IN THE COMPILED SYSTEMS MAP OF THE UCONN STORRS CAMPS BY BVH & CDM SMITH.

2 03-19-2019 ADDENDUM 2

2

C1

C1

C1

C1

C2

C4

C4

C4

029E

029D

029A

029B

029C

S0A

KITCHENSTORAGE

029

027

025

023

011

021

012

STAIRS0A

010

001

017

010

015

CORRC0A

008

013

011

E0A

L15

006

V0B

C0E

009

C0D

L06

RR0A

L11

LAUNDRYL05

L12

L07

002

007

CORRC0B

L10

L08

L14

L04

CORRC0B

005

MECH ROOM008

DATA ROOML03

007

004

MULTI-PURPOSEROOML01

003

CAMPUS OFFICEL09

L02

004A

C0C

RR0B

STAIRS0A

CORRC0A

S0B

APARTMENT001B

V0A

U

U

U

U

U

3

3

3

3

3 3

3

3

4

4

43

D5.065

3

D5.10D5.05

U

22

2

REROUTED LINE TO OTHER SIDE

NEW LOCATION FOR WIRE RUN TO CAMERA 1 AT ENTRANCES

NEW LOCATION FOR WIRE RUN TO CAMERA 1 AT ENTRANCES

RUN CONDUIT ALONG THE RIB PORTION OF THE CONCRETE WAFFLE CEILING

PROJECT:

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DRAFTER:

SHEET TITLE:


SHEET:

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STATUS:

AUTHOR:

CONSULTANT:


Storrs CT. 06269-3038



PROJECT NO:

LEGEND

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1

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D

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KEY PLAN

GENERAL SHEET NOTES

1. PLAN INFO IS BASED ON VARIOUS ARCHIVED DRAWINGS PROVIDED BY UCONN AND VISUAL SITE INSPECTIONS. ACTUAL PLAN CONDITIONS WERE OBSERVED TO LOCATE DEVIATIONS FROM THE ORIGINAL PLANS, INCLUDING, BUT ARE NOT LIMITED TO, ADDITIONAL PARTITIONS, VARYING WALL THICKNESSES, OBSTRUCTIONS, ETC. EVERY EFFORT HAS BEEN MADE TO INCLUDE THESE VARIATIONS IN THESE DRAWINGS, HOWEVER FIELD VERIFICATION IS NECESSARY.

2. WIRE RUNS ARE FOR ILLUSTRATION PURPOSES TO INDICATE HOMERUNS TO PANEL NOT TO DENOTE CONDUIT RUNS

WALL TAG SYMBOL#



February 15, 2019

Issued for Bid

#



#


BUILDING KEY

HOLCOMB0069BSMT

BUILDING NAME

BUILDING NUMBER

DATA RM LOCATION

F F FENCE LINE

T T TELEPHONE LINE

H H HYDRANT LATERAL

S S STORM LINE

W W WATER LINE

SWR SWR SEWER LINE

3/32" = 1'-0"

3/21

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9 2:

31:2

6 PM

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0157- HURLEY, 0158BALDWIN, 0159

McCONAUGHY HALL -GROUND FLOOR

0157-0

03/11/18

DesignerAuthor

1714

3/32" = 1'-0"A60157- HURLEY, 0158 BALDWIN, 0159 McCONAUGHYHALL - GROUND FLOOR

0' 16' 32' 64' 96'8'

WALL TYPE SCHEDULEWall Type

Tag Wall Type Description-Where Applicable-Not all appear on each plan.1 GYP BD OR PLASTER STUD WALL - 4"-6" THICK2 SOLID CAST IN PLACE CONCRETE - 4"-7-1/2" THICK3 SOLID MASONRY WALL - 6"-12" THICK4 CAST-IN-PLACE CONC. WALL - 8"-12" THICK5 FURRED WALL - APP.1" OF PLASTER OR GYP BD FURRING,

BOTH SIDES, OVER SOLID MASS. PLASTER/GYP BD OVERMASONRY - 10"-16" THICK

6 UNKNOWN WALL - FIELD VERIFY THICKNESS & CONST. ASSUMEUP TO 8" THICK-SOLID MASONRY

7 EXTERIOR BRICK WALL W/ MASONRY BACK UP-ASSUME MIN.THICKNESS=12". ASSUME 2" INT FURRING WITH INSUL &PLASTER OR GYP BD FIN.PROVIDE FINISHED ESCUCTHEON ONINTERIOR WALL AROUND PENETRATION

8 EXTERIOR STONE FOUNDATION / EXTERIOR WALL ~ 24 IN.THICK

KEYNOTESD5.05 DATA RM, RUN NEW CAMERA WIRE THROUGH EXISTING SLEEVES AFTER

VERIFYING AVAILABLE SPACE. CONTRACTOR TO COORDINATE AVAILABILTY ANDRUN WIRES ACCORDINGLY. FIRESTOP AROUND WIRES & FIRESTOP UN-USEDSLEEVES. SEE FIRESTOPPING DETAILS

D5.06 RUN CONDUIT(S) IN CORNER OF CLOSET. NOTCH SHELVING AROUND CONDUIT.VERIFY ALL INTERIOR CONDITIONS IN CLOSETS. ASSUME THAT EACH CLOSETINCLUDES AN AVERAGE OF 1 FIXED SHELF - TYPICAL

D5.10 DATA RM, VERIFY RACK LOCATION IN EACH ROOM. PROVIDE CABLE SUPPORT PERSPECS FROM SLEEVE TO RACK. RUN WIRE IN BUNDLES

2 03-19-2019 ADDENDUM 2

2

C1

C1

C1

C1

C1

C2

C4

C4

C1

C1

C4

FF

FF

F

F FF F

FF

FF

F

LOUNGE104

VESTV1A

D

D

D

STAIRS1C

VESTV1B

RR1A

105

RR1BVESTC1A

103

102

102ASTAIRS1B

107A107107BSTAIRS1A

112C

E1A

CORRC1ACORR

C1C

DINING HALL116

112

112A

101

E1B

113D

113E

113A

CORR113B

STAIRS1C

115

113C

113

112B

117

112

STAIRS1B

VESTV1A

110AA

CORRC1B

CORRC1C

GAMEROOM110A

LOUNGE110

CORRC1A

106106A

109A

CORRC1B

114A

114

STAIRS1A

105

109

RR1A CORR103

VESTV1B

DATA ROOM102

DATA ROOM103A

LOADING

333

3

33

3

5 5

33

D5.10D5.05

D5.10D5.05

3

3

EX CUEX CU

FENCELINE

FOR

CAM

ERA

LOC

ATIO

N(S

) SE

E

ELECTRICAL EQUIPMENT

5

ALL WORK ON THIS SHEET SHALL BE PART OF ALTERNATE 2

A3 /

C10

3

D

ROUTE DOWN INSIDE EXISTING COLUMN

ROUTE DOWN INSIDE EXISTING COLUMN

RUN CONDUIT ALONG THE SOLID RIB PORTION OF THE WAFFLE SLAB CEILING (TYP.) PARALEL WITH THE HAVC DUCT TO MINIMIZE VIEW

*CONFIRM DISTANCETYP. BOTH SIDES

NOTE*

2

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Storrs CT. 06269-3038



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KEY PLAN

GENERAL SHEET NOTES



WALL TAG SYMBOL#



February 15, 2019

Issued for Bid

#



#


BUILDING KEY

HOLCOMB0069BSMT

BUILDING NAME

BUILDING NUMBER

DATA RM LOCATION

F F FENCE LINE

T T TELEPHONE LINE

H H HYDRANT LATERAL

S S STORM LINE

W W WATER LINE

SWR SWR SEWER LINE

3/32" = 1'-0"

3/21

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9 3:

18:1

1 PM

C:\U

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0157 HURLEY HALL, 0158BALDWIN HALL, 0159McCONAUGHY HALL -

FIRST FLOOR

0157-1

03/13/18

DesignerAuthor

1714

3/32" = 1'-0"A60157- HURLEY, 0158 BALDWIN, 0159 McCONAUGHYHALL - FIRST FLOOR

0' 16' 32' 64' 96'8'













ALL WORK SHOWN ON THIS PAGE SHALL BE PART OF ALTERNATE 2


2

C2

C2C2

C2

C1C1

C1

104104

103

102 STAIRS1A

105

BATHRR1A

CORRC1A

100

BATHRR1B

106

101

LAUNDRY107

109

STAIRS1B

LAUNDRY117

110

116

111

BATHRR1D

CORRC1B

BATHRR1C

115

STAIRS1C

113

112

114

D D

D5.01D5.01

CORRC1A

CORRC1B

1 1

1

1

1 1 1

1

1

D5.23D5.23

D5.12D5.12

2

2

C6.01

C6.01

11

C6.01

C6.01

C6.01

C6.01

2

003A

CORRC0A

STAIRS0A

MECH/STORAGE003

CORRC0B

DATA ROOM001

UU

D5.05D5.10

FOR CAMERA LOCATION(S) SEE A5 / C107

1

ELECTRICAL CLO.

SHAFTS ABOVE

PROJECT:

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DRAFTER:

SHEET TITLE:


SHEET:

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STATUS:

AUTHOR:

CONSULTANT:


Storrs CT. 06269-3038



PROJECT NO:

LEGEND

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B

C

D

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6 5 4 3 2 1

6 5 4 3 2 1

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KEY PLAN

GENERAL SHEET NOTES



WALL TAG SYMBOL#



February 15, 2019

Issued for Bid

#



#


BUILDING KEY

HOLCOMB0069BSMT

BUILDING NAME

BUILDING NUMBER

DATA RM LOCATION

F F FENCE LINE

T T TELEPHONE LINE

H H HYDRANT LATERAL

S S STORM LINE

W W WATER LINE

SWR SWR SEWER LINE

1/8" = 1'-0"

3/21

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9 6:

26:0

6 PM

C:\U

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HUSKY VILLAGE -BUILDING A - GROUND

AND FIRST FLOORPLANS

0469-0

01/16/18

DesignerAuthor

1714

1/8" = 1'-0"A6 0469 HV BLDG A 1

0' 4' 8' 16' 24'

1/8" = 1'-0"A5 0469 HV BLDG A 0

0' 4' 8' 16' 24'

CAMERA LOCATIONS, CABLE RUNS, AND DRILL LOCATIONSTYP. FOR BUILDINGS A, B, C, D







KEYNOTESC6.01 DROPPED GYP. BD. CEILINGD5.01 EXIST DUCT/PIPING CHASE. VERIFY AVAILABLE CLEARANCE FOR WIRE RISER TO

BSMT. CUT/PATCH & PAINT GYP WALL BD/CLGD5.05 DATA RM, RUN NEW CAMERA WIRE THROUGH EXISTING SLEEVES AFTER



D5.12 RUN WIRE/CONDUIT ABOVE GYP. BD. CLG. CUT, PATCH & PAINT GYP. BD.D5.23 RUN SURFACE MTD WIRE MOLD TIGHT TO CORNER OF WALL & CLG. PAINT TO

MATCH CLG & WALL. FIRESTOP WALL PENETRATION PER DETAILS, PATCH & PAINTTO MATCH WALL FIN.


2

CONFIDENTIAL PAGE 1 OF 6

UCONN 31 LeDoyt Road University Planning, Design & Construction January 25, 2018

Attendees Contact ☒ Charles Brome (UCONN – Senior PM) [email protected]

☒ Cesar E. Alonzo (UCONN – Senior Procurement Specialist)

[email protected]

☒ Diane C. Nazarko (CWA) [email protected]

☐ Chris Williams (CWA) [email protected]

☐ John Hall (Atriade) [email protected]

Action Items

# Description Responsible Due Date

1 Bidders were concerned of the short duration for the bid and requested a time extension.

UCONN ASAP

As of this writing, has been addressed and extended.

UCONN Camera Project North East Residence Halls – Security Camera System

Meeting Notes Meeting no. 3: 03.19.19



Meeting Notes: A non-mandatory Site visit and Building Walk through was conducted with interested bidders to understand the scope and access to existing data rooms. The following are questions and replies to the items discussed:

QUESTIONS:

1. Buckley Hall Bld. 0295– Noted that there is stamped concrete sidewalk in the area

where trenching to parking lot is required. REFERENCE Drawings, C106& 0295-0. Reply/Answer: CWA will review and issue new drawing to re-route unground wiring so as not to disturb the existing stamped concrete, and access the building in the same location as shown on the architectural plans.

2. Shippee Hall- (Building 0261-1) Viewed Data closets.

Question – are the contractors able to use existing patch panels or provide new ? Answer: Per UCONN, Contractor to provide new CAT6 patch panels wherever they land new camera (CAT6) cables in each data closet, telecom room or IDF. Section 27 11 19 references patches panel requirements.

3. McConaughy Hall Dining area (Building-157) – Noted minor discrepancies

were noted and updated. See Revised drawing 0157-0 & 0157-1. Dated 03-19-2019, Addendum 2. (photos below)

Interior View First Floor -Dining Hall Rm. 116.


McConaughy Hall –Ground Floor – Room L01- Multi-Purpose Room

4. Whitney Hall - Building 0127, Drawing 0127-2. While walking outside, noted the planned exterior corner mounted cameras. Detail A6/A001 shows the detail. Great care must be taken for the Historic Buildings. CWA and Contractors will review all final location before implementation.

5. Grange Hall – Drawing C102 Parking lot & Building Drawing 0177-2 . We tried to access room, Room 213 where the exterior camera will be accessed. Photo of the typical ceiling and exterior wall.


Photo: Exterior of Grange Hall Interior – Grange Hall Rm: 212

6. Towers Dining Hall - 0476-1 (AKA- Gelfenbien Commons) We were not able to access the building during the walk- through. Attached are photos for informational purposes only of various ceiling treatments for routing as specified. Drawing reference 0476-1 & 0476-2. Photos Below


7. Husky Village- Building 0469 - Could not access mechanical room or data closet. Plans have been changed to note allowable exposed wire mold in the as shown in photo 101 1070, Room 100. See revised plan 0469-0, Dated 03/19/2019 as part of Addendum 2.

Exterior view – Husky Village – Building ‘A’


Misc. Interior Views of Building ‘A’ – Husky Village for informational purposes only.

______________________________________________________________________________ PLEASE NOTIFY ORGINIATOR OF ANY CORRECTIONS, OMISSIONS, OR

DELETIONS WITHIN THREE BUSINESS DAYS OF RECIEPT OF THESE MINUTES

University of Connecticut SECTION 27 1119 UN-NE Residence Halls – Security Camera System COMMUNICATIONS TERMINATIONS Storrs, CT 06269 UConn Project #300020

Christopher Williams Architects, LLC Addendum #2

CWA Project #1714 March 19, 2019 Page 1 of 9

SECTION 27 1119: COMMUNICATIONS TERMINATIONS

PATCH PANELS: CATEGORY 6

PART 1 – GENERAL

1.1 SUMMARY

A. SCOPE OF WORK

1. This section includes the minimum requirements for product design, quality, and performance, including preparation and installation of telecommunications Category 6 patch panels.

2. Category 6 patch panels are used for cross-connect distribution of Category 6 balanced unshielded twisted pair (UTP) cabling. Backbone cabling originates from the main cross-connect (MC) in the equipment room (ER). Horizontal cabling originates from the horizontal cross-connect (HC) in the telecommunications room (TR). Horizontal cabling from the TR on each floor is deployed to the communications outlet at each work area (WA), or to a consolidation point (CP) for zone distribution. Horizontal or backbone cabling infrastructure is fully deployed through the building prior to termination into the patch panel. Label cable on both ends.

3. This section includes specific requirements for the following:

a) CATEGORY 6 PATCH PANELS

4. Related Sections from Division 27: Communications

a) 26 27 16 - Raceways and Boxes

5. Related Sections: from Division 01: General Requirements

a) 01 11 00 - Summary of Work

b) 01 25 13 - Product Substitution Procedures

c) 01 33 00 - Submittal procedures

d) 01 43 00 - Quality Assurance

e) 01 45 00 - Quality Control

f) 01 60 00 - Product Requirements

1.2 QUALITY ASSURANCE

A. Installation of patch panels shall be according to manufacturer’s instructions.

B. Patch panels shall be installed according to recognized Category 6 installation practices, and applicable codes and standards.




C. Installed patch panels shall be manufactured by an ISO 9001 Certified facility.

D. Installed patch panels shall be free from defects in material or workmanship from the manufacturer and shall be of the quality indicated.

E. Specified patch panels are based on acceptable manufacturers listed in the Construction Documents.

F. All methods of construction that are not specified in the contract documents shall be subject to control and approval by the Owner or Owner’s Representative.

G. Installed patch panels shall be lot-traceable by date code.

H. All critical internal manufacturing operations for Category 6 panels shall have documented in-process inspection and testing according to ISO 9001.

I. Where “approved equal” is stated, any substitute product shall be equivalent to all requirements specified and is subject to approval.

J. Materials and work specified in this document shall comply with, and are not limited to the applicable requirements of standards, codes, and publications listed below:

1. ANSI/TIA/EIA-568-B.1, Commercial Building Telecommunications Cabling Standard (and all published addenda), Part 1: General Requirements, 2001.

2. ANSI/TIA/EIA-568-B.2, Commercial Building Telecommunications Cabling Standard (and all published addenda), Part 2: Balanced Twisted Pair Cabling Components, 2001.

3. ANSI/TIA/EIA-568-B.2-1, Commercial Building Telecommunications Cabling Standard, Part 2: Balanced Twisted Pair Cabling Components, Addendum 1: Transmission Performance Specifications for 4-pair 100 Ohm Category 6 Cabling, 2002.

4. ANSI/EIA-310-D, Cabinets, Racks, Panels and Associated Equipment, 1992

5. IEEE 802.3af, Data Terminal Equipment (DTE) Power Over Media Dependent Interface (MDI).

6. IEEE 802.3ab, Specification for 1000 Mb/s (Gigabit Ethernet) Operation over Category 5 or higher 4-Pair Balanced Twisted Pair Cabling.

7. IEEE 802.3an (current draft), Specification for 10 Gb/s (10 Gigabit Ethernet) Operation over Category 6 or higher 4-Pair Balanced Twisted Pair Cabling.

8. TIA/TSB-155, Telecommunications System Bulletin: Characterizing Existing Category 6 cabling for 10 Gb/s Ethernet Operation over 55 Meters Channel Length.

9. National Fire Protection Association, Inc., NFPA 70: National Electric Code (NEC), 2002.

a) NEC Article 250: Grounding




b) NEC Article 800: Communications Circuits

c) NEC Article 725: Remote Control, Signaling, and Power-Limited Circuits

10. ANSI.TIA/EIA-569-B, Commercial Building Standard for Telecommunications Pathways and Spaces, 2003.

11. ANSI/TIA/EIA-606-A, Administration Standard for Commercial Telecommunications Infrastructure, 2002.

12. ANSI J-STD-607A, Commercial Building Grounding and Bonding Requirements for Telecommunications, 2002.

13. ISO/IEC 11801, Information Technology – Generic Cabling for Customer Premises, 2002.

14. ISO/IEC 18010, Information Technology – Pathways and Spaces for Customer Premises Cabling, 2005.

15. ISO/IEC 14763-1, Information Technology – Implementation and Operation of Customer Premises Cabling – Part 1: Administration, 2004.

16. BS EN 50173-1, Information Technology – Generic Cabling Systems – Part 1: General Requirements, 2002.

17. BS EN 50174-1, Information Technology – Cabling Installation – Part 1: Specification and Quality Assurance, 2001

18. National Fire Protection Association, Inc., NFPA 70: National Electric Code (NEC), 2005.

a) NEC Article 800: Communications Circuits

b) NEC Article 250: Grounding and Bonding

19. CSA C22.1-06, Canadian Electric Code (CEC), 2006

20. Underwriter’s Laboratory, Inc., UL1863: Standard for Safety – Communications Circuit Accessories, 4th Ed, 2004.

21. National Electrical Manufacturer’s Association, NEMA 250-2003: Enclosures for Electrical Equipment

22. Telecommunications Distribution Methods Manual, 10th Ed., Building Industry Consulting Services International (BICSI), 2003.

23. Information Transport Systems Installation Manual, 4th Ed., Building Industry Consulting Services International (BICSI), 2004.

24. U.S. Public Law 336. 101st Congress, ADA: Americans with Disabilities Act of 1992.

25. Underwriter’s Laboratory, Inc., UL1863: Standard for Safety – Communications Circuit Accessories, 4th Ed, 2004.

26. Telecommunications Distribution Methods Manual, 10th Ed., Building Industry Consulting Services International (BICSI), 2003.




27. Information Transport Systems Installation Manual, 4th Ed., Building Industry Consulting Services International (BICSI), 2004.

1.3 SUBMITTALS

A. Section 27 11 19 Specification Text

B. Product Data Sheet

C. Manufacturer’s Instructions

D. Product Catalog Literature

E. Product Drawing

F. Third party verification certificates (upon request)

1.4 REFERENCES

A. Master Format, 2004 Ed., The Construction Specifications Institute, 2004.

B. The Project Resource Manual, CSI Manual of Practice, 5th Ed., The Construction Specifications Institute, 2005.

1.5 WARRANTY

A. Product is warranted free of defects in material or workmanship.

B. Product is warranted to perform the intended function within design limits.

C. Where applicable, installed Category 6 patch panels may be granted a full link or channel warranty by Hubbell Premise Wiring under the conditions stated below.

1. Construction is performed by an installer that is certified by the Hubbell

Mission Critical warranty program.

2. Contractors performing the certified installation are properly registered in

the Hubbell Mission Critical warranty program.

3. The link or channel components are supplied entirely by Hubbell (including patch cords for channel).

4. Cable used in the installation is qualified and recognized by Hubbell.

5. Links or channels in the installation are properly documented and tested with a “PASS” result. (See “Field Quality Control – Testing” in PART 3 of this document for testing details).

6. Required test results and project documentation is submitted to Hubbell by the registered contractor.

PART 2 – PRODUCTS

2.1 CATEGORY 6 PATCH PANELS

A. DESIGN REQUIREMENTS




1. Category 6 patch panels shall be standard 8-position, RJ-45 style, un-keyed, FCC-compliant receptacle, in 24-, 48-, and 96-port configurations.

2. Panel frames shall be black powder coated 14-gage steel with rolled edges top and bottom for proper stiffness.

3. Panels shall accommodate a minimum of 24 ports for each rack mount unit (1 RMU = 1.75 in.).

4. Panels shall be designed for 4-pair, 100 ohm balanced unshielded twisted pair (UTP) cable.

5. Panels shall terminate 26-22 AWG solid conductors, with maximum insulation diameter of 0.050 in.

6. Panels shall have attached wiring instruction labels to permit either T568A or T568B wiring configurations.

7. Panels shall have individual port identification numbers on the front and rear of the panel.

8. Panels shall utilize 8-port adapter modules, each secured with two screws. Adapter module housings shall be UL 94 V-0 rated thermoplastic.

9. Panel adapter modules shall be 110-style termination with tin lead solder plated IDC contacts.

10. Panels shall have a temperature rating of -10 C (14F) to 70C (158 F).

11. Printed circuit boards shall be fully enclosed front and rear for physical protection.

12. Panel contacts shall accept a minimum of 2000 mating cycles without degradation of electrical or mechanical performance.

13. Panel contacts shall maintain a minimum deflection force of 100 grams while mated with an FCC-standard RJ-45 plug.

14. Panel contacts shall be formed flat for increased surface contact with mated plugs.

15. Panel contacts shall be arranged on the PC board in 2 staggered arrays, one array having 6 contacts and the other array having 2 contacts.

16. Panel contacts shall be constructed of Beryllium copper for maximum spring force and durability.

17. Contact plating shall be a minimum of 50 micro-inches of hard gold in the contact area over 50 micro-inch of nickel.

18. Panel termination method shall follow the industry standard 110 IDC punch-down, using a standard 110 impact termination tool.

19. Panels shall be compatible with a 4-pair multi-punch impact termination tool designed specifically for the purpose. Bending or other damage to the panel using a multi-pair punch tool shall not occur.




20. IDC contact termination towers shall have tapered pair-splitting features to aid wire insertion and minimize pair un-twist.

21. IDC contacts shall be arranged in staggered arrays of 4 sets of 2 contacts.

22. Panels shall have the Category 6 designation, visible from the front when installed.

23. Panels shall utilize a paired punch-down sequence to maximize electrical performance.

24. IDC contacts shall be Phosphor Bronze with 100 micro-inch tin lead 60/40 plating over nickel.

25. Panels shall not require special cords, specialty tools or special installation requirements.

26. Panels adapter ports shall accept FCC compliant 6 position plugs.

27. Panel adapter ports shall accept optional hinged dust covers.

28. Panel adapter ports shall accept snap-on icons for specific identification.

29. Space above the adapter ports shall be available for additional labeling per ANSI/TIA/EIA-606-A.

30. Category 6 panels shall be backward compatible with existing Category 3, 5, and 5e cabling systems for fit, form, and function.

31. Panels shall accept a clip-on rear cable management support bar to provide cable strain relief.

32. Panels shall include self-adhesive, clear label holders and white designation labels for each row of 24 ports.

33. Panels shall be manufactured in the USA.

B. PERFORMANCE REQUIREMENTS

1. All transmission performance parameters shall be independently verified by a UL or ETL third party testing organization.

2. Category 6 panels shall meet or exceed Category 6 transmission requirements for connecting hardware, as specified in ANSI/TIA/EIA-568-B.2-1, Transmission Performance Specifications for 4-Pair 100-ohm Category 6 Cabling.

3. The manufacturer shall provide Category 6 component compliance certificates from third party testing organizations upon request.

4. Panels shall be UL LISTED 1863 and CSA certified.

5. Panels shall exceed IEEE 802.3af DTE Power specification to 4 times the rated current limits with no degradation of performance or materials.

6. Panels shall be third party verified, error free Gigabit Ethernet performance to IEEE 802.3ab.




7. Category 6 panels shall exceed 4 Gbit/s data transmission capacity within the bandwidth of 1 – 250 MHz when configured in a 4-connector channel.

8. Category 6 panels shall meet or exceed the 4-connector channel performance requirements of Category 6, per the ANSI/TIA/EIA-568-B.2-1 standard.

9. The 4-connector channel test configuration shall utilize Category 6 patch panels, Category 6 jack, and Category 6 patch cords, from the same manufacturer, with qualified Category 6 cable.

10. The 4-connector channel performance margins in the table below shall be guaranteed. Conditions of requirement No. 9 above apply exclusively.

11. Category 6 panels shall meet the current draft 10 Gb/s performance requirements of IEEE 802.3an and TSB-155, for a maximum 55-meter channel length. Conditions of requirement no. 9 above apply exclusively.

ELECTRICAL PARAMETER

(1 - 250MHZ) GUARANTEED MARGINS TO

CATEGORY 6 / CLASS E CHANNEL SPECIFICATIONS

Insertion Loss 3 %

NEXT 4 dB

PSNEXT 5 dB

ELFEXT 4 dB

PSELFEXT 5 dB

Return Loss 2 dB

C. PRODUCTS SPECIFIED - HUBBELL PREMISE WIRING PART NUMBERS

1. The Hubbell products listed in the tables below comply with all requirements specified in this document.

CATEGORY 6 PATCH PANELS

NO. OF PORTS

RACK UNITS

HUBBELL CATALOG NUMBER

PROTECTED CIRCUIT BOARD-

STRAIGHT


PROTECTED CIRCUIT BOARD- ANGLED


UN-PROTECTED

CIRCUIT BOARD

24 1 P6E24U P624AU P624U

48 2 P6E48U P648AU P648U

96 4 P6E96U




REAR CABLE MANAGEMENT BAR


CLIP TO PANEL PCBLMGT

SCREW TO RACK MCCSWB19

PART 3 – EXECUTION

3.1 PREPARATION

A. Horizontal and backbone cabling of the proper category shall be fully deployed into the TR, TE, or ER according to applicable codes and standards.

B. Cable slack, service loops, bend radii, and pathway fill ratio shall comply with applicable codes and standards.

C. Metallic horizontal cable pathways shall be bonded to an approved ground according to ANSI-J-STD-607.

D. Cable ends for termination shall be clean and free from crush marks, cuts, or kinks left from pulling operations.

3.2 INSTALLATION

A. Properly mount patch panels into the designated rack, cabinet, or bracket locations with the #12-24 screws provided.

B. Terminate cables into the patch panel according to manufacturer’s instructions.

C. To maximize transmission performance, maintain wiring pair twists as close as possible to the point of termination.

D. The length of wiring pair un-twist in each termination shall be less than 0.5 inches (13 mm).

E. Horizontal or backbone cables extending from the panel terminations shall maintain a minimum bend radius of at least 4 times the cable diameter.

F. Cable terminations shall have no tensile or bending strain on panel IDC contacts in each installed location.

G. For horizontal cabling, jacks shall be terminated with faceplates assembled complete and properly mounted.

H. Consolidation point equipment, where applicable, shall also be fully installed and terminated prior to testing.

I. Panels shall be properly labeled on front and back with the cable number and port connections for each port.




3.3 FIELD QUALITY CONTROL – TESTING

A. Panels shall be tested as part of the installed horizontal or backbone cabling system.

B. Each link or channel in the horizontal or backbone cabling system shall be identified and tested individually, using an industry standard level III tester with proper settings, including the correct cable NVP value.

C. Each backbone or horizontal link/channel shall be tested to Category 6 parameters listed in the table below. (Note: a level III tester will produce all results below automatically)

Wire Map / Continuity Length Insertion Loss

NEXT PSNEXT ELFEXT

PSELFEXT Delay and Delay Skew Return Loss

D. A “PASS” indication shall be obtained for each channel or link, using a level III tester.

E. Completed test reports shall be submitted per contract requirements of Division 01 Section 01 33 19: Field Test Reporting.

F. See “Warranty” in Part 1 for provisions of the Hubbell link or channel full coverage warranty.

END OF SECTION

University of Connecticut SECTION 27 11 13 UN-NE Residence Halls – Security Camera System Communications Entrance Protection Storrs, CT 06269 UConn Project #300020

Christopher Williams Architects, LLC Addendum #2 CWA Project #1714 March 19, 2019 Page 1 of 3

SECTION 27 11 13 – COMMUNICATIONS ENTRANCE PROTECTION PART 1 - GENERAL

1.1 SUMMARY

A. Provide all services, labor, materials, tools, and equipment required for the complete and proper installation of outside plant cable (OSP) or indoor/outdoor plenum-rated camera (CAT6) cable entrance protection and termination for copper cabling as called for in these specifications and related drawings.

1.2 SYSTEM DESCRIPTION

A. The low voltage contractor installing the outside plant or indoor/outdoor copper cable, shall follow the details in this section. 1. All pairs of both ends of new copper cable shall be protected and shields shall be

grounded at both ends. 2. Both primary and secondary protection shall be provided. 3. Primary protection shall, as a minimum performance requirement, conform to UL

listing 497. 4. Secondary protection shall, as a minimum performance requirement, conform to

UL listing 497A. 5. Protectors shall be solid-state technology. No air-gap or gas tube protectors are

allowed. 6. Protectors shall be 75V nominal clamping voltage protection.

1.3 SUBMITTALS

A. Product Data: Submit manufacturer’s product information for Building Entrance Terminal assembly, including individual CAT6 PoE Surge Protection devices.

1.4 QUALITY ASSURANCE

A. Comply with section 270000.

1.5 DELIVERY, STORAGE, AND HANDLING




PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. ITWLinx (SurgeGate Series)

B. Ditek (DTK-MRJPOE version)

C. Vendor proposed solutions or manufacturers (approved equivalent(s)) must be approved in writing by NUIT prior to order.

2.2 MATERIALS AND FABRICATION

A. Miscellaneous parts and material required to complete a successful installation of the primary and secondary protection technology, such as enclosure(s), mounting hardware splice case (if any) and all necessary and associated hardware.

PART 3 - EXECUTION

3.1 EXAMINATION


3.2 INSTALLATION

A. Copper outside plant cabling 1. Install a primary and secondary protector unit for every 4 pairs of entrance cable

(or exterior mounted camera CAT6 cable) as specified in the drawings. 2. Mount the protector units in columns of not more than three units, with the top

surface of the upper-most unit 6 feet A.F.F. Use mounting hardware recommended by the manufacturer.

3. Bond all protectors in each BET together using 1/0 AWG (6 AWG allowed) ground wire, in daisy chain style. Connect a segment of ground wire from the top unit to the Telecommunication Grounding Buss Bar in the telecommunications room. Install 100 5-pin protector units for each protector terminal.

4. Splice entrance cable or entrance tie cable to 26 AWG protector terminal fuse cable pigtails. Secure the splice case vertically on the TR wall as shown on the contract drawings.

5. At the termination end of cables, the Contractor shall provide a minimum of six feet (6’) of managed service slack.

6. Label Building Entrance Terminals according standards listed in section 270000.

B. Test all terminated pairs of each copper cable segment from the switch output through the installed protector for the following:



1. Continuity to remote end 2. Shorts between any two or more conductors 3. Transposed pairs 4. Reversed pairs 5. Split pairs 6. Grounded conductor. 7. Shield continuity.

C. Adjustments 1. Comply with section 270000.

END OF SECTION 27 11 13

University of Connecticut SECTION 27 15 13

UN-NE Residence Halls – Security Camera System Communications Copper

Storrs, CT 06269 Horizontal Cabling

UConn Project #300020


CWA Project #1714 March 19, 2019

Page 1 of 3

SECTION 27 15 13: Communications Copper Horizontal Cabling

2.1 HORIZONTAL CABLE DESCRIPTION

A. 100-ohm 4-pair UTP sheathed in a white thermoplastic jacket

1. Comply with ANSI/TIA 568-C.2, Category 6

2. Shall be tested to 555MHz with verified stability

3. REACH and RoHS compliant

4. UL Verified (A826376) for long term water submersion

5. Operation Temp: -40°C to +70°C (-40°F to +158°F)

6. Listed and labeled by an NRTL acceptable to authorities having jurisdiction as complying with UL 444 and NFPA 70 for the following types:

a) Communications, Plenum Rated, UL Listed: CMP (UL 910), CSA Type FT6

b) Communications, Wet Rated UL Listed: CMP (UL 910), CSA Type FT6

2.2 TOPOLOGY

A. The horizontal cabling shall be installed using a star topology, typically extending from centralized TRs to individual camera locations.

B. All runs will terminate in designated data closets or telecom rooms (TRs). No run shall exceed 90 m (295 ft), as measured from the cable termination point at each end. An additional 10 m (33 ft) is allowed for patch cables (cordage) at both ends, for a maximum allowable end-to-end or channel length of 100 m (328 ft).

2.3 HORIZONTAL CABLES

A. The 4-pair balanced twisted-pair cables shall be available in Bonded pair and non-Bonded pair configurations. The characteristics listed below shall apply to both configurations.

B. The cables will be available in an indoor/outdoor plenum (CMP) version. The minimum recommended installation temperature shall be 0°C (32°F). The high-temperature rating shall be 70°C (158°F).

C. The cable conductors shall be 23 AWG solid copper.

D. The effective cable OD shall be 0.31 in.

E. The minimum bend radius shall be 25 mm (1 in) for CMR-rated cable and CMP-rated cable.







Page 2 of 3

F. The guaranteed values for the primary transmission characteristics of the cable shall be as follows:

Maximum resistance (at 20 °C) 9.38 ohms/100 m (328 ft.)

Maximum resistance unbalance 5 %

Maximum mutual capacitance 5.6 nF/100 m (328 ft.)

Maximum capacitance unbalance

(pair to ground)

330 pF/100 m (328 ft.)

Maximum propagation delay skew 45 ns/100 m (328 ft.)

Nominal velocity of propagation (NVP)

Plenum-Rated

70%

Voltage Rating 300 Volts

Ampacity .5Amps/conductor

G. CAT6 cable shall be Hitachi DryBit Indoor/Outdoor CMP UTP (Plenum)

1. Hitachi Part NO. #30315-8-BK-3, or approved equivalent. Any proposed equivalent must be approved in writing by NUIT prior to ordering.

a) Standard jacket color is black. Contact Hitachi Cable America Tel; #800-772-0116 to order white jacket.

2.4 HORIZONTAL CABLE INSTALLATION

A. Horizontal cables shall be installed in accordance with TIA standards-based recommendations, the manufacturer’s recommendations/installation guides, and industry best practices.

B. A plastic or nylon pull cord with a minimum test rating of 90 kg (200 lb.) shall be co-installed with the cable in any conduit.

C. Cable raceways shall not be filled greater than the TIA-569-C recommended maximum fill for the particular raceway type, or 40%.

D. Cables shall be installed in continuous lengths from origin to destination.

E. Where cables are installed in an air return plenum, any non-plenum cable shall be installed in metallic conduit.







Page 3 of 3

F. If a J-hook or trapeze system is used to support cable bundles, all horizontal cables shall be supported at every 1.2 m to 1.5 m (48 in. to 60 in.) intervals. It is recommended that the support surface is rounded without any sharp edges and at least 2 inches wide. At no point shall cable(s) rest on acoustic ceiling grids or panels.

G. Horizontal cables shall be bundled in groups of no more than 50 cables. Cable bundle quantities in excess of 50 cables may cause deformation of the bottom cables within the bundles, which will degrade the performance of those cables.

H. Cable shall be installed above fire-sprinkler systems and shall not be attached to such systems or any associated ancillary equipment or hardware. The cabling system and its associated pathways shall be installed so that they do not obscure any valves, fire alarm conduit(s), boxes, or other control devices.

I. Cables shall not be attached to ceiling grid or lighting fixture wires. Where support for horizontal cable is required, the Vendor shall install appropriate carriers to support the cabling.

J. Any cable damaged or exceeding recommended installation parameters during installation shall be replaced by the Vendor prior to final acceptance at no cost to the owner.

K. Cables shall be identified by a self-adhesive label in accordance with Section 27 05 53 of this document and TIA -606-B. The cable label shall be applied to the cable behind the faceplate, on a section of cable that can be accessed by removing the cover plate.

L. Balanced twisted-pair cable shall be installed so that there are no bends smaller than 4 times the OD of the cable at any point in the run or at the termination points.

M. The pulling tension on any 4-pair balanced twisted-pair cable shall not exceed 110 N (25 lbf).

END OF SECTION 27 15 13