Reference of Area ‘A’ – Form 85A FM Global Contractor’s Material … DOCUMENTS... ·...

BID CLARIFICATION #2 June 17, 2019 DUE DATE: June 25, 2019 TIME: 2:00 p.m. PROJECT: Tech Quad Phase III Innovation Partnership Building Project Number: 901661 LOCATION: University of Connecticut Capital Projects & Facilities Procurement 3 Discovery Drive Storrs, CT 06269 Attn: Walt Dalia Please note the following information must be incorporated into your proposal for the Tech Quad Phase III Innovation Partnership Building, Project #901661:

1) Attached is the Christopher Williams Architects Addendum #2 2) Attached is the RFI Response Log Dated 6/17/19 3) Attached are the following:

o Project Manual Table of Contents o Section 01 1000 Summary o Section 08 4113 Aluminum Framed Storefront o Section 08 7100 Door Hardware o Section 08 1416 Flush Wood Doors o Exhibit 1 - Existing Freight Elevator Cab Information o Exhibit 2 – Reference of Area ‘A’ – Exterior panel at ceiling o Exhibit 3 – Form 85A FM Global Contractor’s Material & Test Certificate of Automatic Sprinkler o Drawings G-002, G-004, A-101. A-103, A-104, A-111, A-201, A-601, FP-001, MH-601, EP-101,

E-602. T-001, & T-101

End of Bid Clarification #2

06/13/2019 IPB 901 661 ADDENDUM 2 Page 1 of 3

ADDENDUM #2

VIA EMAIL ................................................

Date: Jun 13, 2019

Project: 1905 – Tech Quad Phase III Innovation Partnership Building

UCONN Project No: 901 661 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: Antoaneta Fedeles AIA, LEED AP Project Manager / Facilities and Space Planner - UCONN University Planning, Design and Construction

[email protected]

Walt Dalia Purchasing Agent II Capital Projects & Facilities Procurement

[email protected] (860) 486-8047

Cc: HF Lenz FILE 1905

No. of pages: 3

Notice to all Bidders: This Addendum forms a part of and modifies the original documents issued for bidding, dated May 10, 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]

mailto:[email protected]


ATTACHMENTS Project Manual Revisions

Item #1: INSERT/ADD-

Remove and Replace - Project Manual Table of Contents with revised Table of Contents dated June 13, 2019, Addendum 2.

Remove and Replace – SECTION 01 10 00 SUMMARY with Section 01 10 00 SUMMARY, dated June 13, 2019, Addendum 2.

Remove and Replace – SECTION 10 2219 Metal and Glass Office Partitions with

Section 08 4113 Aluminum Framed Storefronts, dated June 13, 2019, Addendum 2.

Replace – SECTION 08 7100 DOOR HARDWARE with SECTION 08 7100 DOOR

HARDWARE dated June 13, 2019, Addendum 2.

ADD- Section 08 1416 FLUSH WOOD DOORS

ADD Exhibits 1- 3 as attachments to Project Manual Appendix-

EXHIBIT 1 - Existing Freight Elevator Cab information

EXHIBIT 2 - Reference of Area ‘A’- Exterior panel at ceiling

EXHIBIT 3 – Form 85A FM Global Contractor’s Material & Test Certificate of

Automatic Sprinkler Systems as part of the Project Manual and required closeout materials.

Item #2: Revised Architectural Drawings

• Cover Sheet Sheet list revision of Drawings included in Addendum #2

• G-002 Level 1 - Drawing calls for existing electrical outlet, sign and card reader to move to accommodate the wider wall opening door No. 124. Enlarged area with notes added to drawing sheet to A-101

• G-004 Level 3 - Overall Plan – Room numbers added of existing rooms.

A-101 – ENLARGED THIRD FLOOR PLAN Updated plan, removed 3rd podium, changed dimensions for poke through clearance with podium. Noted doors change, and Plan of Level 1 added. Detail and notes for Dust Barriers added.

Continued to next page….


A-102 – Reflected Ceiling Plan – Additional Speakers ( by Owner) and coordinated by GC notated.

A-103 Enlarged Floor Plan – AF offices- Wall monitor added and Linear diffusers clarified.

A-104 Enlarged Floor Plan – Third Floor Plan East & West - Wall monitor added and Linear diffusers & existing doors clarified.

A-111- FF& E Owner/ GC/ Electrical/Vendor Coordination schedule added.

A-601 – Door Schedules and Details- Door Frame Manufacturer changed and specification reference to DIV 8 Aluminum Frames ADDED and corresponding details updated.

FP-001 FIRE PROTECTION NOTES, SYMBOLES & ABBREVATIONS

MH-601 MECHANICAL SCHEDULES

EP-101 ELECTRIC POWER PLAN – THIRD FLOOR

E-602 ELECTRICAL SCHEDULES

T-001 TELECOM NOTES AND SYMBOLS

T-101 TELECOM PLAN – THIRD FLOOR

ATTACHED RFI – questions and replies.

Drawing Revisions –

Item # 3 Clarifications:

The online posted specifications were out of order in one section- 10 1100 Visual display Boards were added and noted as part of addendum 1. The other section was not deleted. Addendum 1 noted:

Remove and Replace Section 10 1100 with revised section 10 1100 dated

June 6, 2019, Addendum 1. Drawing A- 112 – IS NOT INCLUDED IN THE BID PACKAGE and has been deleted

from the bid set.

END OF ADDENDUM #2

Tech Quad Phase III Innovation

Partnership Building

RFI Log - Project #901661

6/17/2019 10:24

RFI No. Question Response

1

Specification Section 10 1100 - Drawing G-001;A201: 'The elevation drawings

lists VDS-1 and VDS-2 but there is nothing on the finish schedule or

specifications that differentiate what the difference is between the two are.

Please clarify.

VDS-2 IS THE TACKABLE WALL PANEL SHOWN ON B6, DRAWING SHEET A-201 &

AND A-602. Not to be confused with Division 09 7700 Fabric covered Wall systems,

which are noted as AFB-1 on a-602 and A-201

2

Specification Section 10 1100: The basis of design product listed for the

tackboards (ENZO Tackboard Panels) does not match the thickness as listed

on the drawings. The drawings are calling for a thicker project. Please advise.

Enzo Tack board panels have been removed from specifications and have been

replaced.

3

There are various problems with the technical specifications. These problems

include multiple and differing list of drawings & visual display specifications

spread throughout the project manual and specifications that are out of order

when compared to the table of contents. Please review and provide a clean,

revised project manual asap.

SPECIFICATIONS have been corrected and Project manual is attached as part of

Addendum 1.

4Drawing G-004 makes reference to A5/A-112. This Drawing does not appear to

be part of the set. Please provide.

THE DRAWING IS FOR FF& E COORDINATION OF UCONN PURCHASE AND FINAL

INSTALLATION. NOT FOR GC BIDDING PURPOSES.

5

Can the following information be provided on the freight elevator: Height and

width of door opening and the dimensions of cab (width, depth, and height)

and weight limit.

Yes, It has been added to the Project Manual as part of the Appendix

6

There are two specifications for visual display boards (101100). Both seem to

match for the glass marker boards. However, the tackboards are different,

Please advise which spec is correct.

There are Glass Marker boards- VS-1, TACK WALL PANEL - VS-2 AND Division 09

7700 Fabric covered Wall systems, which are noted as AFB-1 on a-602 and A-201.

The updated specification is 10110, dated 6/6/2019 as part of Addendum 1.

7

A previous bid at this building had the following regarding the Telecomm

work. Please confirm if these requirements are the same for this project:

Telecomm contractor required to Hubbell Certified Installer, Wires to be white,

1 -5' patch cord per WAP and 1 - 5' patch cord per cable installed, and General

Contractor TeleComm subcontractor to terminate the cabling at the two new

patch panels being provided by this subcontractor in Room TR-48.

Telecom contractor required to be Hubbell Certified Installer per Section 271513.

Wires to be white, 2-5' patch cords per WAP, 1-5' patch cord per cable installed in IDF

Room, and 1-7' patch cord per cable installed for work area outlets per section

271619. Cabling shall terminate at Room TR-4B.

8

This finish schedule indicates EzoBoard as a manufacturer for AFB-1, however

specification 097700 does not list this manufacturer. Is this a typo and only the

manufacturers listed in the spec should be considered?

Enzo Tack board panels have been removed from drawing and have been replaced.

9

Regarding the finish schedule: MWB-1 indicates to reference 096800, however

there is no data on this base, please provide. Also, Room 313 indicates

flooring is SC-1. According to G-001, SC-1 is sheet carpeting and the only

flooring specifications is for the carpet tile. Please advise.

Sheet A602 is re-issued with correct abbreviations

10

Regarding interior elevations: Elevations indicate VDS-1 & VDS-2. G-001

indicates these are visual display boards however the visual display board

specs do not have VDS-1 & VDS-2. Please advise what type of visual display

boards these Tags are. Also, Elevations show WS-1 & WS-2 that these Tags

are not defined on the drawings. Are these the window shades that are

specified in 122400?

a) Now in specifications and drawings updated. b) see previous answer c) WS-1 &

WS-2 are window shades specified in 122400

11

Regarding G-002, Opening 124: The door is bubbled and indicates to see

B1/A6-01. This detail is for a door jamb. Is there a different detail showing a

large plan view of the work at this opening? Also, there are two tags, C7 &

F2.01, pointing to this opening but they are not defined. Please advise.

DRAWING HAS BEEN UPDATED AND PART OF ADDENDUM 2. The tags are included

and detail updated.

IPB Tech Quad Phase III TABLE OF CONTENTS University of Connecticut 159 Discovery Drive Storrs, Connecticut 06269 UConn Project # 991661

UPDATED ADDENDUM 2 JUNE 13, 2019

CHRISTOPHER WILLIAMS ARCHITECTS, LLC ISSUED FOR BID

CWA Project # 1905 MAY 10, 2019 PAGE 1 of 4

PROJECT MANUAL TABLE OF CONTENTS

TITLE PAGE

PROJECT MANUAL TABLE OF CONTENTS ............................................................................. 4

LIST OF DRAWINGS .................................................................................................................. 2

BIDDING REQUIREMENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 1000 SUMMARY ................................................................................................................ 10

01 2100 ALLOWANCES ........................................................................................................... 4

01 2200 UNIT PRICES ............................................................................................................. 2

01 2300 ALTERNATES ............................................................................................................. 2

01 2500 SUBSTITUTION PROCEDURES ................................................................................ 4

01 2600 CONTRACT MODIFICATION PROCEDURES ............................................................ 9

01 3100 PROJECT MANAGEMENT AND COORDINATION .................................................. 19

01 3200 CONSTRUCTION PROGRESS DOCUMENTATION ................................................ 10

01 3233 PHOTOGRAPHIC DOCUMENTATION ....................................................................... 4

01 3300 SUBMITTAL PROCEDURES .................................................................................... 13

01 4000 QUALITY REQUIREMENTS ..................................................................................... 10

01 5000 TEMPORARY FACILITIES AND CONTROLS ........................................................... 29

01 5719 TEMPORARY ENVIRONMENTAL CONTROLS ......................................................... 8

01 6000 PRODUCT REQUIREMENTS ..................................................................................... 7

01 7000 EXECUTION ............................................................................................................. 11

01 7700 CLOSEOUT PROCEDURES .................................................................................... 12

01 7823 OPERATION AND MAINTENANCE DATA ................................................................ 10

01 7839 PROJECT RECORD DOCUMENTS ........................................................................... 7

01 7900 DEMONSTRATION AND TRAINING ........................................................................... 5

DIVISION 03 – CONCRETE

03 3500 POLISHED CONCRETE FLOOR FINISH SYSTEM .................................................... 7





DIVISION 05 – METALS

05 4300 SLOTTED CHANNEL FRAMING ................................................................................ 5

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 8400 FIRESTOPPING........................................................................................................ 11

07 9200 JOINT SEALANTS .................................................................................................... 13

DIVISION 08 - DOORS AND WINDOWS

08 1113 HOLLOW METAL DOORS & FRAMES ..................................................................... 15

08 1416 FLUSH WOOD DOORS .............................................................................................. 5

08 3100 ACCESS DOORS AND PANELS ................................................................................ 7

08 4113 ALUMINUM FRAMED STOREFRONT ........................................................................ 9

08 7100 DOOR HARDWARE .................................................................................................... 3

08 8000 GLAZING .................................................................................................................. 14

DIVISION 09 - FINISHES

09 0913 PAINT AND PAINTING ............................................................................................... 7

09 2117 GYPSUM BOARD SYSTEMS ................................................................................... 16

09 5100 ACOUSTICAL CEILINGS ............................................................................................ 9

09 6800 CARPETING ............................................................................................................... 7

09 7700 FABRIC COVERED WALL SYSTEMS ...................................................................... 11

DIVISION 10 - SPECIALTIES

10 1100 VISUAL DISPLAY BOARDS ....................................................................................... 7

10 1400 SIGNAGE .................................................................................................................. 10

10 2219 METAL AND GLASS OFFICE ENTRANCES .............................................................. 4

10 2250 METAL AND GLASS PARTITIONS ............................................................................. 8

DIVISION 12 – FURNISHINGS

12 2400 WINDOW SHADES ................................................................................................... 10





DIVISION 21 – FIRE SUPPRESSION

21 0500 BASIC FIRE PROTECTION MATERIALS AND METHODS ...................................... 22

21 0584 THROUGH-PENETRATION FIRESTOP SYSTEMS ................................................... 8

21 1000 FIRE PROTECTION .................................................................................................. 39

DIVISION 23 – HVAC

23 0500 BASIC MECHANICAL MATERIALS AND METHODS ............................................... 27

23 0513 MOTORS AND CONTROLLERS .............................................................................. 13

23 0519.20 HYDRONIC PIPING SPECIALTIES ....................................................................... 9

23 0523 HVAC VALVES AND STRAINERS ............................................................................ 33

23 0529 HANGERS AND SUPPORTS.................................................................................... 10

23 0553 MECHANICAL IDENTIFICATION ................................................................................ 7


23 0593 TESTING, ADJUSTING AND BALANCING ............................................................... 20

23 0713 DUCT INSULATION .................................................................................................... 9

23 0719 HVAC PIPING INSULATION ..................................................................................... 12

23 2000 HVAC PIPING AND JOINTS ..................................................................................... 22

23 3100 SHEET METAL WORK AND ACCESSORIES .......................................................... 22

23 3600 AIR TERMINAL BOXES .............................................................................................. 9

23 3700 REGISTERS, GRILLES & DIFFUSERS ...................................................................... 5

23 8123 COMPUTER ROOM AIR CONDITIONING UNITS .................................................... 11

DIVISION 26 – ELECTRICAL

26 0510 ELECTRICAL SPECIAL CONDITIONS ..................................................................... 19

26 0520 BASIC MATERIALS AND METHODS ....................................................................... 14

26 0530 WIRING METHODS .................................................................................................. 26

26 0548 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS ................. 14

26 0570 POWER SYSTEM STUDIES ....................................................................................... 9

26 0580 ELECTRICAL ACCEPTANCE TESTS ......................................................................... 7


26 0943 DISTRIBUTED DIGITAL LIGHTING CONTROL SYSTEM ........................................ 12





26 2010 LOW VOLTAGE DISTRIBUTION .............................................................................. 17

26 5010 LIGHTING FIXTURES ................................................................................................. 8

DIVISION 27 – COMMUNICATIONS

27 0528.29 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS .................... 4

27 0528.36 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS .......................................... 6

27 0553 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS ............................................ 5

27 0800 COMMISSIONING OF COMMUNICATIONS ............................................................... 5

27 0553 IDENTIFICATION-FOR-COMMUNICATIONS-SYSTEMS ........................................... 5

27 1000 STRUCTURED CABLING ......................................................................................... 11

27 1116 COMMUNICATIONS CABINETS RACKS, FRAMES & ENCLOSURES ...................... 7

27 1119 COMMUNICATIONS TERMINATION BLOCKS AND PATCH PANELS ...................... 4

27 1123 COMMUNICATIONS CABLE MANAGEMENT AND LADDER RACK .......................... 6

27 1126 COMMUNICATIONS RACK MOUNTED POWER PROTECTION & POWER ............. 4

27 1513 COMMUNICATIONS COPPER HORIZONTAL CABLING ........................................... 6

27 1619 COMMUNICATIONS PATCH CORDS ........................................................................ 5

27 1514 COMMUNICATIONS-COAXIAL-HORIZONTAL-CABLING .......................................... 4

28 1326 ACCESS- CONTROL-FIELD DEVICES ...................................................................... 7

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 3110 FIRE ALARM SYSTEM ............................................................................................. 17

APPENDIX EXHIBIT 1 - Existing Freight Elevator Cab information EXHIBIT 2 - Reference of Area ‘A’- Exterior panel at ceiling

EXHIBIT 3 - FM Global Contractor’s Material & Test Certificate of Automatic Sprinkler Systems

END TABLE OF CONTENTS

IPB Tech Quad Phase III SECTION 01 10 00 University of Connecticut SUMMARY 159 Discovery Drive Storrs, Connecticut 06269 UConn Project # 991661

CHRISTOPHER WILLIAMS ARCHITECTS, LLC ADDENDUM 2 CWA Project # 1905 JUNE 13, 2019

PAGE 1 of 10

SECTION 01-1000 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes: 1. Related Documents 2. Summary 3. Project information. 4. Work covered by Contract Documents. 5. Work under separate contracts. 6. Definitions 7. Time of Completion. 8. Documents required before execution of the Contract. 9. Access to site and use of the Site. 10. Coordination with occupants. 11. Work restrictions. 12. Prohibited Items 13. Work Sequence. 14. Miscellaneous provisions.

B. Related Requirements:

1. Division 01 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

2. Division 01 Section “Submittal Procedures” for submittal requirements prior to start of work.

1.3 PROJECT INFORMATION

A. Project Identification: IPB Tech Quad Phase III, UCONN project # 991661

1. Project Location: 159 Discovery Drive, Storrs, CT 06269



PAGE 2 of 10

B. Owner: University of Connecticut

1. Owner's Representative:

Antoaneta Fedeles University Planning, Design & Construction 31 Ledoyt Road Storrs, CT 06269

(860) 486-8902

C. Architect: Christopher Williams Architects, LLC Christopher Williams Architects, LLC 85 Willow Street, Building 54 New Haven, CT 06511 (203)776-0184

1. Architect's Consultants: The Architect has retained the following design professionals who have prepared designated portions of the Contract Documents:

H.F. Lenz Company 515 Centerpoint Drive, Suite 104 Middletown, CT 06457

1.4 WORK COVERED BY CONTRACT DOCUMENTS

The Work of Project is defined by the Contract Documents and consists of the following:

1. Renovation of existing Level 3 office shell spaces.

2. Creation of a multi-function space for 100 people.

3. Provision of additional server space.

4. Floor finishes and interior painting

5. Plumbing, HVAC, and Electrical modifications.

6. Removal of all debris caused by this Contract.

7. Protection of the public, building, grounds from damage during this contract is the responsibility of the Contractor for this project at all times.

8. Repair or replace landscaping including trees, shrubs or other planting disturbed during the Work of the contract with new to match existing, unless otherwise noted. Regrade and reseed any grass area damaged as a result of the Work. Repair any walkways or paved areas damaged as a result of the Work.



PAGE 3 of 10

1.5 DEFINITIONS UNDER THE CONTRACT DOCUMENTS

A. Architect/Engineer: The term used to designate the Professional Consultant who contracts with the Owner or Design Builder to provide Architectural, Engineering, Interior Design, Commissioning services for the Project. The Architect is a separate consultant and not an agent of the Owner. The term includes any associates or sub-consultants employed or contracted by the Architect/Engineer to assist in providing the overall services. Such position shall be implied that they are the Architect/Engineer of record.

B. Contract Documents: The Contract between Owner and Contractor signed by the Owner and the Contractor and any documents expressly incorporated therein for the Project. Such incorporated documents customarily include the Contract and General Conditions, any Supplemental General Conditions, any Special Conditions, the plans and the specifications, and all modifications, including addenda and subsequent Change Orders.

C. Contractor: The person or entity with whom the Owner has directly entered into a contractual agreement to do the Work. Applies to Construction Manager, General Contractor or Prime Contractor.

Companies that are owned or operated by the same individual or entity, close relations, parent company or subsidiary, who operate under the same address and/or building, has either directly or indirectly any degree of ownership, management or control of another corporation, company or partnership; has directly or indirectly close relations or family members, share the same or adjacent space addresses or share resources to perform work as a joint venture formally or informally; is viewed as a signatory employer and not as separate trade supplier or installers who subcontracts and/or supply to each other. Such entities are viewed as a single pooled resource and therefore not separate unto each other.

D. Day: Means a calendar day, 24-hour period. All response times and schedules shall be based on a calendar day, unless specifically noted otherwise.

E. Daily Construction Report: A written daily log recording the day’s construction site activities conditions and progress.

F. Daily Additional Work Tickets: Recording the day’s trade labor work performed for a change in the work issued by a CCD.

G. Drawing: A page or sheet of the Plan which presents a graphic representation, usually drawn to scale, showing the technical information, design, location, and dimensions of various elements of the Work. The graphic representations include, but are not limited to, plan views, elevations, transverse and longitudinal sections, large and small scale sections and details, isometrics, diagrams, schedules, tables and/or pictures.

H. Like New Condition: The appearance of looking new having no marks, chips, or cracks.



PAGE 4 of 10

I. Notice to Proceed: A written notice given by the Owner to the Contractor (with a copy to A/E) fixing the date on which the Contract time will commence for the Contractor to begin the prosecution of the Work in accordance with the requirements of the Contract Documents. The Notice to Proceed will customarily identify a Contract Completion Date.

J. Owner: Office of University Planning, Design and Construction.

K. Project: The term used instead of the specific or proper assigned title of the entire undertaking which includes, but is not limited to, the “Work” described by the Contract Documents.

L. Project Manager: The Project Manager as used herein shall be the Owner’s designated representative on the Project. The Project Manager shall be the person through whom the Owner generally conveys decisions. The Owner may change the Project Manager from time to time or may appoint an interim Project Manager.

M. Site: Shall mean the location at which the Work is performed or is to be performed. Also referred to as Work Zone, Site Logistics Plan, and Construction Area.

N. Specifications: That part of the Contract Documents containing the written administrative requirements and the technical descriptions of materials, equipment, construction systems, standards, and workmanship which describe the proposed Work in sufficient detail and provide sufficient information for the Contractor to perform the Work.

O. Subcontractor: A person or entity having a direct or indirect contract with the Contractor for the performance of the Work. Subcontractor includes any person or entity who provides on-site labor but does not include any person or entity who only furnishes or supplies materials for the Project.

A person or entity that provides and installs product received from a wholesaler or distributor and not directly from the manufacturer/fabricator/producer, are viewed as a Dealer. Dealer entities are recognized as Subcontractors and shall follow the same requirements under the contractor documents. Dealers shall disclose their net costs for materials and equipment from where they purchase their materials.

A person or entity that has either directly or indirectly any degree of ownership, management or control of another corporation, company or partnership; directly or indirectly with family members, share the same or adjacent space addresses or share resources to perform work as a joint venture formally or informally; is viewed as a signatory employer. Such circumstances shall be viewed as a single entity and not as sub-tiers or separate supplier and installer. Where the contract documents refer to the “Contractor”, the requirements under the contract shall also apply to the Subcontractor.

P. Submittals: All shop, fabrication, setting and installation drawings, diagrams, illustrations, schedules, samples, and other data required by the Contract Documents which are specifically prepared by or for the Contractor to illustrate some portion of the



PAGE 5 of 10

Work and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams and other information prepared by a Supplier and submitted by the Contractor to illustrate material or equipment conformance of some portion of the Work with the requirements of the Contract Documents.

Q. Substantial Completion: The entire work shall not be limited to physical construction. The Work for Substantial Completion shall include aspects of general conditions and general requirements.

R. Supplier: A manufacturer, fabricator, wholesaler or distributor, who provides material for the Project but does not provide on-site labor. A subcontractor or sub-tier subcontractor cannot be also a material supplier. See definition of Subcontractor which addresses Dealers

S. Traffic Control: A person who is appropriately trained and certified to provide traffic control flagging services. On any State roads running through any University campus, traffic control shall be performed by University Police.

T. Time for Completion: The number of consecutive calendar days following the issuance of the Notice to Proceed which the Contractor has to substantially complete all Work required by the Contract. When the Notice to Proceed is issued, it states a Contract Completion Date, which has been set by the Owner based on the Time for Completion.

U. Work: The services performed under this Contract including, but not limited to, furnishing labor, and furnishing and incorporating materials and equipment into the construction. The Work also includes the entire completed construction, or the various separately identifiable parts thereof, required to be furnished under the Contract Documents.

1.6 TIME OF COMPLETION

The established Substantial Completion Date or number of consecutive calendar days (if specifically outlined) following the issuance of the Notice to Proceed which the Contractor has to substantially complete all Work required by the Contract. Work required by the project shall commence immediately upon receipt of a Notice to Proceed. However, physical work on site may not commence sooner than 07.09.2019

1. The Contractor shall obtain the Certificate of Substantial Completion as defined in the Contract Documents within 114 calendar days calendar days of the Notice to Proceed.

2. Substantial Completion as defined in the Contract Documents must be achieved and evidenced by a Certificate of Substantial Completion no later than 11.01.2019

Due to the nature of this institution, it is required that the academic schedule must be maintained. Contractor shall cooperate and coordinate with the Owner to assure that the academic schedule will be maintained.



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1.7 DOCUMENTS REQUIRED BEFORE EXECUTION OF A CONTRACT

Contractor shall provide the following documents for the scope review meeting or if there is no scope review meeting provide the list of required documents within the time period outlined within the Letter of Intent to award:

A. Project Specific Milestone Construction Schedule in sufficient detail as required under Section 3200 Construction Progress Documentation.

B. Labor Rates for trade labor work self-performed by the Contractor shall be submitted utilizing the most current labor rate form template provided by the Owner. Labor Rates shall be reviewed and accepted by the Owner and are established for the life of the project. See Section on Contract Modifications for more on Labor Rate requirements. Labor Rate template can be found at the following weblink: https://updc.uconn.edu/contractors-working-at-uconn/

1.8 ACCESS TO THE SITE AND USE OF THE SITE

A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Use of Site: Limit use of Project site to areas indicated; allow for Owner occupancy and use by the public. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to areas within the Project limits indicated in the contract documents. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed.

a. Changes to the location of the identified perimeter contract limits, including access to the project site shall not be assumed by the Contractor. Contractor must submit a detailed narrative to the Architect and Owner on impacts to constructability as to why the contracted Project limits cannot be maintained.

b. Restore all lawn, sidewalk, paved areas damaged by vehicles and or construction activities to their original or better condition. See Section on Temporary Facilities and Controls for more details.

c. All grounds including construction site within contract limit shall be kept

neat and orderly at all times.

2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, other contractors and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

https://updc.uconn.edu/contractors-working-at-uconn/



PAGE 7 of 10

a. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

3. Burial of Waste Materials: Do not dispose of organic and hazardous material on site, either by burial or by burning.

4. Condition of Existing Building:

Maintain portions of existing building affected by construction operations in a weather tight condition throughout construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period.

5. Condition of existing perimeter Buildings and Landscape:

Protect surrounding buildings from noise, dust/dirt and pollution caused by the construction of the project. Take all precaution necessary to protect the surrounding space and maintain controls.

6. Contractor Parking:

All Contractors working for the University of Connecticut at the Storr’s and regional campuses will follow the University Policy on Contractor Parking. A modest quantity of campus parking spaces shall be made available within the contract limits. Such policy can be located utilizing the following link; http://policy.uconn.edu/2016/02/04/contractor-parking-policy.

7. Access to the Campus and Site:

As it relates to the Storrs Campus, Contractor shall restrict use of construction related trucks on local, secondary roads, such as Hillyndale, Eastwood and Westwood Road, Hunting Lodge, Separatist and North Eagleville Road (from Hunting Lodge to SR 32) by using SR 195, SR 275 and North Hillside Road (from SR44 to North Eagleville Road on campus) as primary travel routes to the campus. Contractor shall not authorize the use of these secondary roads by construction related trucks in support of the project without explicit pre-authorization from the Owner on a per project basis. Road Restrictions Map can be found at the following web link: https://updc.uconn.edu/contractors-working-at-uconn/

Refer to Section 01-3300 Part 2.1.L Safety Plan for submittal requirements prior to site access

Refer to Section 01-5000 Temporary Facilities and Controls for additional requirements

Refer to Section 01-5719 Temporary Environmental Controls for additional requirements

1.9 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: Owner will occupy site and building(s) during entire construction period. Cooperate with Owner during construction operations to minimize

http://policy.uconn.edu/2016/02/04/contractor-parking-policy



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conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.

2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.

B. Partial Owner Occupancy: The Owner reserves the right to occupy and to place and install equipment in completed areas of the building, prior to Substantial Completion provided that such occupancy does not interfere with completion of the Work. Such placing of equipment and partial occupancy shall not constitute acceptance of the total Work or infer that the Contractor has met Substantial Completion.

1. A Certificate of Substantial Completion will be executed for each specific portion of the Work to be occupied prior to Owner occupancy.

2. This project has been identified as a Threshold Building subject to the requirements of Connecticut General Statutes Section 29-276b. Obtain a Certificate of Occupancy from Building Officials prior to Owner occupancy.

3. Certifications. The Contractor at completion of construction shall provide to the University a “Certificate of Substantial Compliance with the State Building and Fire Safety Codes” bearing original signatures of an officer of the company stating: “This is the CERTIFY that in my professional opinion the complete structure/renovations described above is in substantial compliance with the approved construction documents on file with the University of Connecticut. Minor deviations and special stipulations are noted below (if any)”.

4. Prior to partial Owner occupancy, mechanical and electrical systems shall be fully operational. Required inspections and tests shall have been successfully completed. Upon recognition of mechanical and electrical systems being fully functioning and successfully inspected and tested for completeness, the Owner will provide operation and maintenance of mechanical and electrical systems in occupied portions of the building.

1.10 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations, the use of public streets and with other requirements of authorities having jurisdiction.

1. Work off Campus or on the edge of any campus where town residence property back up to or in close proximity to the Work, shall adhere to the Owner’s noise limits.

a. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7:00 a.m. to 4:30 p.m., Monday through Friday, unless



PAGE 9 of 10

otherwise indicated. Permission must be requested and approved in writing prior to performance of the work outside the normal working hours or on a State Holiday.

Refer to Section 5719 Temporary Environmental Controls for other acceptable noise levels during working hours.

2. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

a. Obtain Owner Representative written permission before proceeding with utility interruptions.

3. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

a. Notify Owner Representative not less than two days in advance of proposed disruptive operations.

b. Obtain Owner’s written permission before proceeding with disruptive operations

c. Noise which exceeds 55 db at the site perimeter will not be permitted between the hours of 8:00 PM and 8:00 AM.

d. No Work may be conducted during University exam periods, commencement/graduation day, student move in/convocation days (includes Fridays), move out days (including Fridays) and Open House Fall and Spring without the written permission from the Owner. Exam periods which may affect this project are scheduled per attached link: http://www.registrar.uconn.edu/calendar.htm

4. Deviations: Contractor shall not assume deviations to the noise restrictions. a. Deviation is dependent upon availability of University supervisory

personnel. b. Certain aspects of the project, may require work to be performed off hours

outside of the requirements the Contractor or Owner determines that work on this project must be performed during a time other than normal working hours of the University, costs for any premium time must be included in the Base Bid.

1.11 Prohibited Items: Refer to the latest version of the University’s Contractor Environmental Health and Safety Manual for products and substances which are prohibited on University property.

1.12 WORK SEQUENCE

The responsibility of phasing the Work falls entirely on the Contractor.

1.13 MISCELLANEOUS PROVISIONS

1. Certifications

http://www.registrar.uconn.edu/calendar.htm



PAGE 10 of 10

a. The Contractor, at completion of construction, shall provide to the University a “Certificate of Substantial Compliance” bearing original signatures of an officer of the company stating: “this is to CERTIFY that, in my professional opinion, the complete structure/renovations described above is in substantial compliance with the approved construction documents on file with the University of Connecticut. Minor deviations and special stipulations are noted below (if any)”

b. The Contractor shall provide licensed and/or specific certification(s) of subcontractors who self-perform the work. Contractor shall provide a list of suppliers and all subcontractors and sub-tier subcontractors that have performed work on the project under the contract. Refer to submittal and close out provisions for additional requirements.

2. Owner Supplied Documents Original construction drawings are provided for information and reference only and do not represent exact conditions existing in the buildings. The Contractor is responsible for all work described in the scope of work regardless of information provided in the refer-ence drawings. This information is offered in good faith for information only, solely for the purpose of placing the Contractor in receipt of all information known to the University at this time. Unless otherwise provided, this data is not to be considered a part of the con-tract documents. The University does not warrant or represent that the information con-tained in these reports is complete or accurate but only that it constitutes a disclosure of the information known to the Owner at this time regarding these conditions.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01-1000

IPB Tech Quad Phase III SECTION 08 4113 University of Connecticut ALUMINUM FRAMED STOREFRONT 159 Discovery Drive Storrs, Connecticut 06269 UConn Project # 991661

CHRISTOPHER WILLIAMS ARCHITECTS, LLC ADDENDUM 2 CWA Project # 1905 JUNE 13, 2019 PAGE 1 of 9

SECTION 08 4113 – ALUMINUM FRAMED STOREFRONT

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes:

1. Non-thermal, 1/4” infill, center glazed, screw spline fabricated storefront framing system.

2. Perimeter sealing of aluminum-framed storefront assemblies.

B. Related Sections:

1. 08 1416 – Flush Wood Doors. Doors to be installed in storefront framing. 2. 08 7100 – Door Hardware 3. 08 8000 – Glazing 4. Division 26 – Wiring for doors scheduled for security card access.

1.2 DEFINITIONS

A. Definitions: For fenestration industry standard terminology and definitions refer to American Architectural Manufacturers Association (AAMA) – AAMA Glossary (AAMA AG).

1.3 PERFORMANCE REQUIREMENTS

A. Storefront System:

1. Wind loads: 10 psf 2. Air Infiltration: The test specimen shall be tested in accordance with ASTM E

283. Air infiltration rate shall not exceed 0.06 cfm/ft2 (0.3 l/s · m2) at a static air pressure differential of 6.24 psf (300 Pa).

3. Water Resistance: The test specimen shall be tested in accordance with ASTM E 331. There shall be no leakage at a minimum static air pressure differential of 8 psf (383 Pa) as defined in AAMA 501.

4. Uniform Load: A static air design load of 20 psf (958 Pa) shall be applied in the positive and negative direction in accordance with ASTM E 330. There shall be no deflection in excess of L/175 of the span of any framing member. At a structural test load equal to 1.5 times the specified design load, no glass breakage or permanent set in the framing members in excess of 0.2% of their clear spans shall occur.



1.4 SUBMITTALS

A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, hardware, finishes, and installation instructions for each type of aluminum-framed storefront system indicated.

B. Shop Drawings: Submit the following for each storefront configuration:

1. Minumim 1/4” scale plans and elevations 2. Sections and details: minimum scale 3” = 1’-0” 3. Hardware, and attachments to other work, operational clearances and

installation details. 4. Details of electrical raceway and preparation for electrified hardware, access

control systems, and security systems.

C. Samples for Initial Selection: For units with factory-applied color finishes including samples of hardware and accessories involving color selection.

D. Samples for Verification: For aluminum-framed storefront system and components required.

E. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency for each type of aluminum-framed storefront.

F. Warranty: Special warranty specified in this Section.

G. Fabrication Sample: Of each vertical-to-horizontal intersection of aluminum-framed systems, made from 12" (304.8 mm) lengths of full-size components and showing details of the following:

1. Joinery, including concealed welds. 2. Anchorage. 3. Expansion provisions. 4. Glazing. 5. Flashing and drainage.

H. Other Action Submittals:

1. Entrance Door Hardware Schedule: Prepared by or under the supervision of supplier, detailing fabrication and assembly of entrance door hardware, as well as procedures and diagrams. Coordinate final entrance door hardware schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of entrance door hardware.



1.5 QUALITY ASSURANCE

A. Installer Qualifications: An installer which has had successful experience with installation of the same or similar units required for the project and other projects of similar size and scope.

B. Manufacturer Qualifications: A manufacturer capable of providing aluminum-framed storefront system that meet or exceed performance requirements indicated and of documenting this performance by inclusion of test reports, and calculations.

C. Source Limitations: Obtain aluminum-framed storefront system through one source from a single manufacturer.

D. Product Options: Drawings indicate size, profiles, and dimensional requirements of aluminum-framed storefront system and are based on the specific system indicated. Refer to Division 01 Section “Product Requirements”. Do not modify size and dimensional requirements.

1. Do not modify intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If modifications are proposed, submit comprehensive explanatory data to Architect for review.

1.6 PROJECT CONDITIONS

A. Field Measurements: Verify actual dimensions of aluminum-framed storefront openings by field measurements before fabrication and indicate field measurements on Shop Drawings.

1.7 WARRANTY

A. Manufacturer’s Warranty: Submit, for Owner’s acceptance, manufacturer’s warranty.

1. Warranty Period: Ten (10) years from Date of Substantial Completion of the project provided however that the Limited Warranty shall begin in no event later than six months from date of shipment by manufacturer.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Basis-of-Design: Aluminum-framed storefront

1. Manufacturer: Kawneer Company Inc. 2. Product: Trifab™ VG 450 Framing System, Non-thermal 3. System Dimensions: 2" x 4-1/2"



4. Glazing: Center, 1/4” infill

B. Subject to compliance with requirements, provide a comparable products by one of the following:

1. EFCO Corporation 2. Leed Himmel Industries, Inc 3. Vistawall Architectural Products; The Vistawall Group

2.2 MATERIALS

A. Aluminum Extrusions: Alloy and temper recommended by aluminum storefront manufacturer for strength, corrosion resistance, and application of required finish and not less than 0.070" (1.8 mm) wall thickness at any location for the main frame and complying with ASTM B 221: 6063-T6 alloy and temper.

B. Fasteners: Aluminum, nonmagnetic stainless steel or other materials to be non-corrosive and compatible with aluminum framing members, trim hardware, anchors, and other components.

C. Anchors, Clips, and Accessories: Aluminum, nonmagnetic stainless steel, or zinc-coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions or other suitable zinc coating; provide sufficient strength to withstand design pressure indicated.

D. Reinforcing Members: Aluminum, nonmagnetic stainless steel, or nickel/chrome-plated steel complying with ASTM B 456 for Type SC 3 severe service conditions, or zinc-coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions or other suitable zinc coating; provide sufficient strength to withstand design pressure indicated.

1. Weather Seals: Provide weather stripping with integral barrier fin or fins of semi-rigid, polypropylene sheet or polypropylene-coated material. Comply with AAMA 701/702.

E. Sealant: For sealants required within fabricated storefront system, provide permanently elastic, non-shrinking, and non-migrating type recommended by sealant manufacturer for joint size and movement.

F. Tolerances: Reference to tolerances for wall thickness and other cross-sectional dimensions of storefront members are nominal and in compliance with AA Aluminum Standards and Data.

2.3 STOREFRONT FRAMING SYSTEM

A. Thermal Barrier:

http://www.specagent.com/LookUp/?uid=123456832246&mf=04&src=wd





1. Thermal Break with a 1/4" (6.4 mm) separation consisting of a two-part chemically curing, high-density polyurethane, which is mechanically and adhesively joined to aluminum storefront sections. a. Thermal Break shall be designed in accordance with AAMA TIR-A8 and

tested in accordance with AAMA 505.

B. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with nonstaining, nonferrous shims for aligning system components.

C. Fasteners and Accessories: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding fasteners and accessories compatible with adjacent materials. Where exposes shall be stainless steel.

D. Perimeter Anchors: When steel anchors are used, provide insulation between steel material and aluminum material to prevent galvanic action

E. Packing, Shipping, Handling and Unloading: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact.

F. Storage and Protection: Store materials protected from exposure to harmful weather conditions. Handle storefront material and components to avoid damage. Protect storefront material against damage from elements, construction activities, and other hazards before, during and after storefront installation.

2.4 GLAZING

A. Glass: 1/4” Safety Glass: As specified in Section 08 8000 - Glazing.

B. Glazing Gaskets: Manufacturer's standard compression types; replaceable, extruded EPDM rubber.

C. Spacers and Setting Blocks: Manufacturer's standard elastomeric type.

D. Bond-Breaker Tape: Manufacturer's standard TFE-fluorocarbon or polyethylene material to which sealants will not develop adhesion.

2.5 PERIMETER JOINT SEALANTS

A. Joint Sealant: For installation at perimeter of aluminum-framed systems. Polyurethane; ASTM C920, Grade NS, Class 25; Uses M,G and A; multi-component. Provide one of the following:

1. Dynatrol II by Pecora Corporation 2. Dymeric by Tremco Construction Products 3. Sonalastic NP II by Sonneborn



B. Sealant Color to match color of aluminum entrance framing system.

C. Sealant Primer: Non-staining type, recommended by sealant manufacturer to suit application.

D. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials.

E. Joint Backing: Expanded open cell polyurethane foam rod compatible with sealant; oversized 30 to 50 percent larger than joint width. Compressible, resilient, and free from contaminant. Open cell urethane foam filler may be substituted if rapid curing of sealant is desirable and so recommended by sealant manufacturer in writing.

F. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.

G. Bituminous Paint: Cold-applied, asphalt-mastic paint complying with SSPC-Paint 12 requirements except containing no asbestos; formulated for 30 mil (0.762 mm) thickness per coat.

2.6 FABRICATION

A. Framing Members, General: Fabricate components that, when assembled, have the following characteristics:

1. Profiles that are sharp, straight, and free of defects or deformations. 2. Accurately fit joints; make joints flush, hairline and weatherproof. 3. Means to drain water passing joints, condensation within framing members, and

moisture migrating within the system to exterior. 4. Physical and thermal isolation of glazing from framing members. 5. Accommodations for thermal and mechanical movements of glazing and framing

to maintain required glazing edge clearances. 6. Provisions for field replacement of glazing. 7. Fasteners, anchors, and connection devices that are concealed from view to

greatest extent possible.

B. Storefront Framing: Fabricate components for assembly using manufacturer’s standard installation instructions.

C. After fabrication, clearly mark components to identify their locations in Project according to Shop Drawings.

2.7 ALUMINUM FINISHES

A. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes.



B. Factory Finishing:

1. AA-M10C21A31, AAMA 611, Architectural Class II Clear Anodic Coating.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. Verify rough opening dimensions, levelness of sill plate and operational clearances. Examine wall flashings, vapor retarders, water and weather barriers, and other built-in components to ensure a coordinated, weather tight aluminum- framed storefront system installation.

1. Masonry Surfaces: Visibly dry and free of excess mortar, sand, and other construction debris.

2. Wood Frame Walls: Dry, clean, sound, well nailed, free of voids, and without offsets at joints. Ensure that nail heads are driven flush with surfaces in opening and within 3 inches (76 mm) of opening.

3. Metal Surfaces: Dry; clean; free of grease, oil, dirt, rust, corrosion, and welding slag; without sharp edges or offsets at joints.

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

3.2 INSTALLATION

A. Comply with Drawings, Shop Drawings, and manufacturer's written instructions for installing aluminum-framed storefront system, accessories, and other components.

B. Install aluminum-framed storefront system level, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction.

C. Set sill members in bed of sealant or with gaskets, as indicated, for weather tight construction.

D. Install aluminum framed storefront system and components to drain condensation, water penetrating joints, and moisture migrating within aluminum-framed storefront system to the exterior.

E. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials.

F. Fill voids at shm spaces with unfaced fiberglass batt insulation.



3.3 SEALANT PREPARATION AND INSTALLATION

A. Verify substrate surfaces and joint openings are ready to receive Work. Notify Architect of dimensions and/or conditions which will prevent satisfactory installation and performance of sealant.

B. Remove loose materials and foreign matter impairing adhesion of sealant.

C. Clean and prime joints. Exercise care to properly prime porous surfaces.

D. Perform preparation in accordance with ASTM C1193.

E. Protect elements surrounding Work of this Section from damage or disfiguration.

F. Perform installation in accordance with ASTM C1193.

G. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck dimension, and surface bond area as recommended by sealant manufacturer.

H. Roll rod filler into joint. Rod in final position shall be secure and shall not be twisted.

I. Install bond breaker where there is insufficient space for joint backing.

J. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.

K. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges.

L. Tool joints concave. Exercise care not to cause discoloration of sealant during tooling.

3.4 FIELD QUALITY CONTROL

A. Field Tests: Architect shall select storefront units to be tested as soon as a representative portion of the project has been installed, glazed, perimeter caulked and cured. Conduct tests for air infiltration and water penetration with manufacturer's representative present. Tests not meeting specified performance requirements and units having deficiencies shall be corrected as part of the contract amount.

1. Testing: Testing shall be performed by a qualified independent testing agency. Refer to Testing Section for payment of testing and testing requirements. Testing Standard per AAMA 503, including reference to ASTM E 783 for Air Infiltration Test and ASTM E 1105 Water Infiltration Test. a. Air Infiltration Tests: Conduct tests in accordance with ASTM E 783.

Allowable air infiltration shall not exceed 1.5 times the amount indicated in the performance requirements or 0.09 cfm/ft2, whichever is greater.

b. Water Infiltration Tests: Conduct tests in accordance with ASTM E 1105. No uncontrolled water leakage is permitted when tested at a static test



pressure of two-thirds the specified water penetration pressure but not less than 6.24 psf (300 Pa).

B. Manufacturer's Field Services: Upon Owner’s written request, provide periodic site visit by manufacturer’s field service representative.

3.5 ADJUSTING, CLEANING, AND PROTECTION

A. Clean aluminum surfaces immediately after installing aluminum-framed storefronts. Avoid damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances.

B. Clean glass immediately after installation. Comply with glass manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels, and clean surfaces.

C. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period.

END OF SECTION 08 4113

IPB Tech Quad Phase III SECTION 08 7100 University of Connecticut DOOR HARDWARE 159 Discovery Drive Storrs, Connecticut 06269 UConn Project # 991661


PAGE 1 of 4

SECTION 08 7100 – DOOR HARDWARE

PART 1 - GENERAL

1.1 SECTION REQUIREMENTS

A. Submittals: Hardware schedule and keying schedule.

PART 2 - PRODUCTS

2.1 HARDWARE

A. Fire-Resistance-Rated Assemblies: Provide products that comply with NFPA 80 and are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction for applications indicated. On exit devices provide label indicating "Fire Exit Hardware."

B. Hinges:

1. Manufacturers: a. McKinney Products Company; an ASSA ABLOY Group company.

2. Stainless-steel hinges with stainless-steel pins for exterior. 3. Nonremovable hinge pins for exterior and public interior exposure. 4. Ball-bearing hinges for doors with closers and entry doors. 5. Three hinges for 1-3/4-inch thick doors 90 inches or less in height; four hinges for

doors more than 90 inches in height.

C. Locksets and Latchsets:

1. Manufacturers:

a. SARGENT Manufacturing Company; an ASSA ABLOY Group company.

D. Key locks to Owner's existing master-key system.

1. Cylinders with pin tumblers.(Verify with Owner), All to match existing building. 2. Provide construction keying. 3. Provide key control system, including cabinet.

E. Closers:

1. Manufacturers:

a. SARGENT Manufacturing Company; an ASSA ABLOY Group company.

http://www.specagent.com/LookUp/?ulid=6481&mf=04&src=wd








PAGE 2 of 4

2. Mount closers on interior side (room side) of door opening. Provide regular-arm, parallel-arm, or top-jamb-mounted closers as necessary.

3. Adjustable delayed opening (accessible to people with disabilities) feature on closers.

F. Provide wall stops or floor stops for doors without closers.

G. Hardware Finishes:

1. Hinges: Matching finish of lockset/latchset. 2. Locksets, Latchsets, and Exit Devices: Stain Stainless Steel. 3. Closers: Matching finish of lockset/latchset. 4. Other Hardware: Matching finish of lockset/latchset.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Mount hardware in locations required to comply with governing regulations and according to SDI A250.8 and DHI WDHS.3.

B. Key Control System: Tag keys and place them on markers and hooks in key control system cabinet.

C. Deliver keys to Owner.



PAGE 3 of 4

3.2 HARDWARE SCHEDULE

A. Hardware Set No. HW01 – Door 124A: (1) 3'-0" x 8'-0" x 1-3/4" HMD/HMF, with operable side door. 45 MIN. RATED DOOR. Replaces existing single leaf door with new frame for larger opening. New door and side door. Card reader to be reused and coordinated with new door.

7 EA HINGES TCA2314 NRP 4 1/2 X 4 1/2 630 MCKINNEY

1 EA ELEC. HINGE TCA2314-CC8 4 1/2 X 4 1/2 630 MCKINNEY

1 EA DUST PROOF STKE 570 626 ROCKWOOD

1 EA MANUAL FLUSH BOLT 555 - 12" 626 ROCKWOOD

1 EA MANUAL FLUSH BOLT 555 - 24" 626 ROCKWOOD

1 EA ELEC. LOCKSET SG-RX-8271 LNP X 7/8" L-C STRIKE 630 SARGENT

1 EA DOOR CLOSER 281 - P10 (PARALLEL ARM MOUNT) 689 SARGENT

2 EA KICK PLATE K1050NF 8" X 35" (PUSH SIDE MOUNT) 630 ROCKWOOD

2 EA WALL STOP WS407-CCV 630 IVES

1 SET SMOKE SEAL S44BL - 25' BLACK PEMKO

1 EA POWER SUPPLY BPS-24-1 600 SECURITRON

NOTE: ALL WIRING AND CONNECTIONS BY DIVISION 26 & 28.

TEMPLATE CLOSERS FOR 180 DEGREE OPENING MOUNTING TO MATCH THOSE ON EXISTING CORRIDOR DOORS

OPERATIONAL DESCRIPTION: IMMEDIATE EGRESS ALWAYS ALLOWED. ACCESS BY KEY OR BY CARD READER . CARD READER WILL UNLOCK LOCKSET AND ALLOW ACCESS. REQUEST TO EXIT TO BE CONNECTED TO BUILDINGS SECURITY SYSTEM.

B. Hardware Set No. HW02 – Door for Genius KI Doors (DIV 10) ALUMINUM FRAMED STOREFRONT (DIV 8) NO. 316, 313, #1103-3: 3'-9" x 7'-8" x 1-3/4" HMD/HMF


1 EA LOCKSET SG-8204 LNP USD26D38 630 SARGENT

1 EA OVERHEAD STOP 1-336 630 RIXSON


QDC111

1 EA KICK PLATE CONFIRM SUPPLIER- PART OF GL DON JO /KI

C. Hardware Set No. HW03 – Doors 313A, 316A, 316B,: 3'-4"x 8'-9" Glass Door system

3 EA PIVOT HINGES LIGHTLINE FRAMLESS PIVOT HINGE 630 KI

1 EA LOCKSET 28-63-10G37XGPXKD 630 SARGENT

1 EA DOOR STOP 1442-626 626 DON JO

D. Hardware Set No. HW04 – Door for Genius KI Doors (DIV10) ALUMINUM FRAMED STOREFRONT (DIV 8) NO. 317.1, 317.2, 317.3 1103-3: 3'-9" x 7'-8" x 1-3/4" HMD/HMF



PAGE 4 of 4


1 EA LOCKSET SG-8204 LNP USD26D38 630 SARGENT

1 EA OVERHEAD STOP 1-336 630 RIXSON


QDC111. With 180 degree extension

1 EA KICK PLATE CONFIRM W/ SUPPLIER- PART of KI DON JO KI

1 EA PANIC BAR Coordinate w/ building std. 700 Series* w_______________________________

SARGENT

Lockable from Corridor, remains unlocked inside room. Provide cover plate and coordinate with hardware and keying methods per UCONN IPB building standards.

END OF SECTION 087100

IPB Tech Quad Phase III SECTION 08 1416 University of Connecticut FLUSH WOOD DOORS 159 Discovery Drive Storrs, Connecticut 06269 UConn Project # 991661


PAGE 1 of 5

SECTION 08 1416 - FLUSH WOOD DOORS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Five-ply flush wood doors for opaque finish. 2. Factory finishing. 3. Factory fitting flush wood doors to frames and factory machining for hardware.

B. Related Sections:

1. Section 08 4113 – Aluminum Framed Storefront 2. Section 08 7100 – Door Hardware

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product, including the following:

1. Door core materials and construction. 2. Door edge construction 3. Door face type and characteristics. 4. Factory-machining criteria. 5. Factory-finishing specifications.

B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each type of door; construction details not covered in Product Data; and the following:

1. Door schedule indicating door location, type, size, and swing. 2. Door elevations, dimension and locations of hardware cutouts. 3. Details of electrical raceway and preparation for electrified hardware, access

control systems, and security systems. 4. Dimensions and locations of blocking for hardware attachment. 5. Dimensions and locations of mortises and holes for hardware. 6. Clearances and undercuts. 7. Factory finishing specifications and application requirements.



PAGE 2 of 5

C. Samples for Initial Selection: For factory-finished doors.

D. Samples for Verification:

1. Factory finishes applied to actual door face materials, approximately 8 by 10 inches (200 by 250 mm), for each material and finish.

2. Polymer edging, in manufacturer's standard colors. 3. Corner sections of doors, approximately 8 by 10 inches (200 by 250 mm), with

door faces and edges representing actual materials to be used.

1.4 INFORMATIONAL SUBMITTALS

A. Field quality-control reports.

B. Sample Warranty: For special warranty.

1.5 CLOSEOUT SUBMITTALS

A. Special warranties.

B. Record Documents: For fire-rated doors, list of door numbers and applicable room name and number to which door accesses.

1.6 QUALITY ASSURANCE

A. Source Limitations: Obtain flush wood doors through one source from a single manufacturer wherever possible.

B. Quality Standard: In addition to requirements specified, comply with WDMA I.S.1-A, latest edition, "Industry Standard for Architectural Wood Flush Doors’.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Comply with requirements of referenced standard and manufacturer's written instructions.

B. Package doors individually in plastic bags and wrap bundles of doors in plastic sheeting.

C. Mark each door on top rail with opening number used on Shop Drawings.



PAGE 3 of 5

1.8 FIELD CONDITIONS

A. Environmental Limitations: Do not deliver or install doors until spaces are enclosed and weathertight, wet-work in spaces is complete and dry, and HVAC system is operating and maintaining temperature and relative humidity at levels designed for building occupants for the remainder of construction period.

1.9 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace doors that fail in materials or workmanship within specified warranty period.

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

a. Delamination of veneer. b. Warping (bow, cup, or twist) more than 1/4 inch (6.4 mm) in a 42-by-84-

inch (1067-by-2134-mm) section. c. Telegraphing of core construction in face veneers exceeding 0.01 inch in a

3-inch (0.25 mm in a 76.2-mm) span.

2. Warranty shall also include installation and finishing that may be required due to repair or replacement of defective doors..

3. Warranty Period for Solid-Core Interior Doors: Life of installation.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Subject to compliance with requirements, provide products by one of the following:

1. Algoma Hardwoods, Inc. 2. Eggers Industries. 3. Graham Wood Doors; an Assa Abloy Group company. 4. Marshfield Door Systems, Inc. 5. VT Industries, Inc.

B. Source Limitations: Obtain flush wood doors from single manufacturer.

2.2 FLUSH WOOD DOORS, GENERAL

A. WDMA I.S. 1A. Performance Grade: Extra Heavy Duty.

B. WDMA I.S. 1A. Aesthetic Grade: Premium.

http://www.specagent.com/LookUp/?uid=123456815069&mf=&src=wd







PAGE 4 of 5

2.3 FIVE-PLY FLUSH WOOD DOORS FOR OPAQUE FINISH

A. Interior Solid-Core Doors:

1. Faces: Hardboard or MDF. a. Hardboard Faces: ANSI A135.4, Class 1, tempered. b. MDF Faces: ANSI A208.2, Grade 150 or Grade 160.

2. Core for Non-Fire-Rated Doors: ANSI A208.1, Grade LD-2 particleboard.

a. Provide doors with glued-wood-stave or WDMA I.S.10 structural-composite-lumber cores instead of particleboard cores for doors scheduled to receive exit devices.

3. Construction: Five plies, hot-pressed bonded (vertical and horizontal edging is bonded to core), with entire unit abrasive planed before veneering.

2.4 FABRICATION

A. Factory fit doors to suit frame-opening sizes indicated.

1. Comply with clearance requirements of referenced quality standard for fitting unless otherwise indicated.

2. Comply with NFPA 80 requirements for fire-rated doors.

B. Factory machine doors for hardware that is not surface applied.

1. Locate hardware to comply with DHI-WDHS-3. 2. Comply with final hardware schedules, door frame Shop Drawings, BHMA-

156.115-W, and hardware templates. 3. Coordinate with hardware mortises in metal frames, to verify dimensions and

alignment before factory machining. 4. For doors scheduled to receive electrified locksets, provide factory-installed

raceway and wiring to accommodate specified hardware. 5. Metal Astragals: Factory machine astragals and formed-steel edges for hardware

for pairs of fire-rated doors.

2.5 FACTORY FINISHING

A. Comply with referenced quality standard for factory finishing.

1. Complete fabrication, including fitting doors for openings and machining for hardware that is not surface applied, before finishing.

2. Finish faces, all four edges, edges of cutouts, and mortises. 3. Stains and fillers may be omitted on top and bottom edges, edges of cutouts, and

mortises.



PAGE 5 of 5

B. Opaque Finish:

1. WDMA I.S. 1A Grade: Premium. 2. Finish: WDMA I.S. 1A OP-6 Catalyzed Polyurethane. 3. Color: Custom color to match existing corridor doors. Field verify color. Design

intent is to match clear anodized finish of storefront framing. 4. Sheen: Match existing corridor doors. Field verify sheen.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine doors and installed door frames, with Installer present, before hanging doors.

1. Verify that installed frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed with level heads and plumb jambs.

2. Reject doors with defects.

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

3.2 INSTALLATION

A. Hardware: For installation, see Section 08 7100 - Door Hardware.

B. Install doors to comply with manufacturer's written instructions and referenced quality standard, and as indicated.

C. Factory-Fitted Doors: Align in frames for uniform clearance at each edge.

D. Factory-Finished Doors: Restore finish before installation if fitting or machining is required at Project site.

3.3 ADJUSTING

A. Operation: Rehang or replace doors that do not swing or operate freely.

B. Finished Doors: Replace doors that are damaged or that do not comply with requirements. Doors may be repaired or refinished if Work complies with requirements and shows no evidence of repair or refinishing.

END OF SECTION 08 1416

Tech Quad Phase III -Innovation Partnership Building

PRESIDENTSUSAN HERBST

UCONN CAPITAL PROJECTS & CONTRACT ADMINISTRATION

PROJECT NO.: 901 661

UNIVERSITY OF CONNECTICUT

STATE OF CONNECTICUT

159 DISCOVERY DRIVE 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: Consultant:

CHRISTOPHER WILLIAMS ARCHITECTS

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

515 Centerpoint Drive Middletown, CT 06457Suite 104814-269-9300

ISSUED FOR BID: 05/10/19

NO. SHEET NAME 04/0

3/19

04/2

1/20

19

05/1

0/20

19

06/1

3/20

19

GENERALCOVER COVER SHEET ● ●G-001 GENERAL INFORMATION ABBREVIATIONS & SCHEDULE LIST ● ● ●G-002 SITE LOGISTICS PLAN & LEVEL 1 LOCATION PLAN ● ● ● ●G-003 EGRESS PLAN & CODE INFORMATION ●G-004 OVERALL THIRD FLOOR PLAN ● ● ● ●G-005 OVERALL FOURTH FLOOR PLAN ● ● ●

ARCHITECTURALA-101 ENLARGED THIRD FLR PLAN- WEST ROOMS 317, 313& 313A ● ● ● ●A-102 ENLARGED THIRD FLR REFLECTED CEILING PLAN- WEST ROOMS 317, 313& 313A ● ● ● ●A-103 ENLARGED FLOOR PLAN - AF OFFICES ● ● ● ●A-104 ENLARGED PARTIAL THIRD FLOOR PLAN- EAST & WEST ● ● ● ●A-111 ENLARGED THIRD FLR FF&E PLAN- WEST ROOMS 317, 313& 313A ● ●A-201 INTERIOR ELEVATIONS ● ● ● ●A-301 BUILDING SECTIONS ● ● ●A-501 PARTITION TYPES ● ● ●A-502 COLUMN ENCLOSURES & MISC DETAILS ● ● ●A-503 GLASS PARTITION DETAILS ● ● ●A-504 MISC CEILING DETAILS ● ● ●A-601 DOOR SCHEDULES AND DETAILS ● ●A-602 FINISH & SIGNAGE SCHEDULES ● ● ●

FIRE PROTECTIONFP-001 FIRE PROTECTION NOTES, SYMBOLS & ABBREVIATIONS ● ● ●

FPD-101 PARTIAL 3RD FLOOR FIRE PROTECTION DEMO PLAN ● ●FP-101 PARTIAL 3RD FLOOR FIRE PROTECTION NEW WORK ● ●

MECHANICALMH-001 MECHANICAL NOTES, SYMBOLS & ABBREVIATIONS ● ●

MHD-101 PARTIAL 3RD FLOOR HVAC DEMO PLAN ● ●MHD-102 PARTIAL 3RD FLOOR HVAC PIPING DEMO ● ●MH-101 PARTIAL 3RD FLOOR HVAC NEW WORK ● ●MH-102 PARTIAL 3RD FLOOR HVAC PIPING NEW WORK ● ●MH-501 MECHANICAL DETAILS ● ●MH-502 MECHANICAL DETAILS ● ●MH-601 MECHANICAL SCHEDULES ● ●MH-701 CONTROL DIAGRAMS ●

ELECTRICALE-001 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS ● ●

ED-101 ELECTRICAL DEMO PLAN - 3RD FLOOR ● ●EP-101 ELECTRICAL POWER PLAN - 3RD FLOOR ● ● ●EL-102 ELECTRICAL LIGHTING PLAN ● ●E-401 ELECTRICAL ONE-LINE DIAGRAM ● ●E-501 ELECTRICAL DETAILS ● ●E-502 ELECTRICAL DETAILS ● ●E-503 ELECTRICAL DETAILS ● ●E-601 ELECTRICAL SCHEDULES ● ●E-602 ELECTRICAL SCHEDULES ● ●

TELECOMT-001 TELECOM NOTES AND SYMBOLS ● ●

TD-101 EXISTING TELECOM PLAN- THIRD FLOOR ●T-101 TELECOM PLAN - 3RD FLOOR ● ●T-102 TELECOM PLAN - 4TH FLOOR ●T-201 TELECOM DETAILS ●T-202 TELECOM DETAILS ●

REVISIONS:MARK DATE DESCRIPTION

1 6/06/19 Revision 12 6/13/2019 Revision 2

OSOS

OS

OS

OS

OS

OS

OS

OS

FREIGHTTURNAROUND

FREIGHT DRIVEWAY

NORTH PARKING LOT

SOUTH PARKING LOT

DIS

CO

VE

RY

DR

IVE

1. HOURS OF OPERATION - BUILDING OPENS AT 7:00 AM.

2. SHELL SPACE ROOM 315 - NEXT TO OFFICE 316, CONTRACTOR USE FOR STORAGE / TEMP FACILITIES FOR PROJECT TO BE CONFIRMED WITH UCONN /BLDG MNGMT.

3. FREIGHT ELEVATOR IS AVAILABLE FOR DELIVERIES-VERIFY INTERIOR DIMENSIONS. PROTECT FROM DAMAGE.

LOGISTICS NOTES

CONTRACTOR LOADING DOCK ACCESS FOR DELIVERIES, DUMPSTER & TEMPORARY TOILET LOCATION. COORDINATE WITH BLDG MANAGER

SHADED AREAS INDICATE APP LOCATION OF 3RD FLR WORK AREA

PARKING AREAS (NORTH & SOUTH) -OBTAIN BLDG MNGMT APPROVAL FOR PARKING DURING CONST

EFGHI

3

4

5

6

7

8

9

10

11

12

13

1

3.3

11.7

14

J

LOADING DOCK FOR CONTRACTOR/ VENDOR USE DURING CONSTRUCTION

FREIGHT ELEVATOR FOR CONTRACTOR/ VENDOR USE DURING CONSTRUCTION

124

SEE ENLARGED PLAN ON A-101

4' - 8

" 124

TRUE NORTH

PROJECT NORTH

C7.02

C3A-101

2

C7.09

PROJECT:

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(860

) 486

-312

7 F

ACS

IMIL

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(860

) 486

-317

7

SCALE:DATE:

DRAFTER:

SHEET TITLE:

WORK ORDER NO:FILE NAME:

SHEET:

SHEET: of

CERTIFICATION:

STATUS:

AUTHOR:

CONSULTANT:


85 Willow Street New Haven, CT 06511

203 776 0184 cwarchitectsllc.com

PROJECT NO:

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1

1. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of all Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. Where a conflict within the Contract Documents exists, the Contractor shall provide the better quality or greater quantity of work in accordance with the Architect's resolution without any increase in the Contract sum. Organization of the Specifications into divisions, sections and articles, and arrangement of sheets shall not control the Contractor in dividing the work among subcontractors, or in establishing the extent of Work to be performed by any trade.

2. REFERENCE KEY NOTES and SHEET KEY NOTES are intended to indicate and clarify the extent and requirements of the Work; they do not indicate every location or occurence of required Work. The lack of a key note to an individual item of Work will not relieve the Contractor of responsibility to execute that Work as part of the Contract when the requirement for that Work can be logically inferred by other parts of the Contract Documents

3. Do not scale drawings, except for estimation and approximation purposes.

4. This is an existing building; all conditions and critical dimensions must be field verified.

GENERAL NOTES

As indicated

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ents\1905 - 3RD FLR FITO

UT U

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N-IBP_Central_dnazarko.rvt

SITE LOGISTICS PLAN &LEVEL 1 LOCATION PLAN

G-002

04/xx/19

901-661

Tech Quad Phase III-InnovationPartnership Building

159 Discovery DriveStorrs, CT 06269

ISSUED FORBID

05/10/19

1" = 60'-0"A6 SITE LOGISTICS PLAN 1/16" = 1'-0"A1 LEVEL 1- LOCATION PLAN

0' 2' 4' 8' 16'1' 12'


2 6/13/2019 Revision 2C7.02 NEW DOOR & OPENINGC7.09 RELOCATE EXISTING SWITCH & CARD READER TO ACCOMMODATE

LARGER OPENING, SEE ELECTRICAL DRAWINGS

2

T

CDEFGH

10

11

12

13

B A

11.7

A2A-104

A5A-104

1A-101

A5A-103

OFFICES

&

SERVER

RM

313

CORRIDOR

C3C

CONFERENCE

RM

313A

MEETING

RM

317

OFFICE

324A

OFFICE

324B

OFFICE

324C

OFFICE

319C

OFFICE

319B

OFFICE

319A

OFFICE

316A

OFFICE

316B

SHELL

SPACE

318

FREIGHT ELEVATOR FOR ACCESS

ELEVATOR

318

1G-003

LIMITS OF WORK AREA

OFFICE

316

LIMITS OF WORK AREA

127'

- 6"

A6A-111

A6A-112

A5A-112

ELECTRICAL

325 ELEC.

325A

CDEFGH

3

4

5

6

7

8

10

11

12

13

B

11.7

FREIGHT ELEVATOR FOR ACCESS

OCCUPIED OFFICES - NIC






SHELL SPACE313

SHELL SPACE316

ELEC.325A

ELECTRICAL325

EXISTING

315A

EXISTING

315BEXISTING315

PROJECT:

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269-

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(860

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7 F

ACS

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E:

(860

) 486

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7

SCALE:DATE:

DRAFTER:

SHEET TITLE:


SHEET:

SHEET: of

CERTIFICATION:

STATUS:

AUTHOR:

CONSULTANT:




PROJECT NO:

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1





GENERAL NOTES

1/16" = 1'-0"

6/11/2019 11:54:50 AM

C:\Users\dnazarko\D

ocuments\1905 - 3RD

FLR FITOU

T UCO

NN

-IBP_Central_dnazarko.rvt

OVERALL THIRD FLOORPLAN

G-004

04/03/19

901-661



ISSUED FORBID

05/10/19

TRUE NORTH

PROJECT NORTH

0' 8' 16' 32' 48'4'

NOT TO SCALEA6 OVERALL THIRD FLOOR PLAN-NEW WORKNOT TO SCALEA3 PARTIAL THIRD FLOOR EXISTING CONDITIONS

0' 8' 16' 32' 48'4'

TRUE NORTH

PROJECT NORTH


2 Date 2 Revision 2

EXISTING & OCCUPIED

315A

315B 315

2

OS

OS

CR

CR

CR

CR

EFG

8

9

10

11

A3A-301

A-201

C5

C6 A-201 A1

A3

A-201

A6

B3

B6

C4

2,541.23 SF

MEETING RM317

293.7 SF

CONFERENCERM313A

404.03 SF

OFFICES &SERVER RM

313

CORRIDOR

C3C

CORRIDOR

C3C

A6A-301

A6A-301

D1

E

313A313

C2

E

C4

C2

E

316

PT

PT

PT

C2A-502

C4.01

5' - 6

"

8" 5' - 6"

C7.02

317.3

317.2

C1

ABOVE

ALIGN FINISHED OPENING

C4B4

C1

C1

5' - 6

"

5' - 6

"

VERI

FY C

LEAR

ANCE

3' -9

".

2' - 1

0"

C4.02

E2.10

3' - 6"

CLEAR

3' - 0"

E2.12

A2A-502

B3A-502

B3A-502

E2.12

PT

315317.1

4' - 6

"

A-503A5

C4

C7.02

C7.05

E2.09

E2.11

A1

A1

A1

A1

D1

E

E2.12

C2

E

VIF

5' - 7

"5'

- 7"

CRU-01

AV RACK

C4.05

E2.13E2.13E2.14

A1A1

A1 A1

A1

C7.02

C7.02

RE

FE

RE

NC

E O

NLY

VIF

1

5' -

10 3

/8"

17' - 6 5/8" 26' - 2 1/2"

RE

FE

RE

NC

E O

NLY

VIF

6

3' -

1 5

/8"

C4.02

27

' - 0

"

2

2

PODIUM AND POKE THROUGH DELETED FROM PROJECT AT THIS LOOCATION

C7.05

G2.01

2

TYPICAL

CLEAR FOR PASSAGE (TYP)4' - 0"

G1.01

G2.01

B3A-101

B3A-101

G2.01

G2.01

A-201E3

4' - 7"

D5.04

2

FG

3

4

5

6

3.3

124

REMOVE EXISTING DOOR AND FRAME, STORE AND SAVE FOR REUSE, OVERALL NEW WALL OPENING IS 54", SEE DOOR SCHEDULE. RELOCATE CARD READER EXISTING OUTLET AND SIGN

4' - 8

"

TRUE NORTH

PROJECT NORTH

C7.02

B1A-601124

D1

D2

E

E

A-201 E6

CORE LABSUPPORT

124

CORRIDORC1C

PROVIDE ANTI TRACKING PADS @ EACH DOOR

STORAGE109

B3A-101

C7.05

G1.01

G2.01

1/4" THICK PROTECTION BD AS NEEDED WITH DUST FREE WALK-OFF PADS

TEMPORARY BARRIER- WITH DUST FREE MAGNETIC ACCESS CURTAIN. SECURE AREA WITH TEMP. DOORS OVERNIGHT AND NON-WORKING HOURS AND COORDINATE WITH BUILDING REPRESENTATIVE & DESIGNATED PROJECT TEAM.

DO NOT HARM EXISTING SURFACES, PROTECT ALL LIGHTS AND OPERATIONAL GRILLS AND REGISTERS

POLY DUST BARRIER

FINSHED CEILING

CORRIDOR SIDE DUST BARRIERMAINTAIN A 4' WIDE MIN. CLEARANCE

PROJECT:

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7 F

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7

SCALE:DATE:

DRAFTER:

SHEET TITLE:


SHEET:

SHEET: of

CERTIFICATION:

STATUS:

AUTHOR:

CONSULTANT:




PROJECT NO:

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1





KEYNOTES

GENERAL NOTES

As indicated

6/17/2019 7:36:18 PMC:\U

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UT U

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ENLARGED THIRD FLRPLAN- WEST ROOMS 317,

313& 313A

A-101

901-661



ISSUED FORBID

05/10/19

0' 4' 8' 12'

TRUE NORTH

PROJECT NORTH

C4.01 EXISTING CONC. FLOOR -TO REMAIN, POLISH AND SEAL PERSPECIFICATIONS

C4.02 CORE THROUGH EXIST CONC/STL DECK FLR SYSTEM FOR FLUSHMOUNTED "POKE-THROUGH" POWER & DATA DEVICE. COORDINATE W/STRUCTURAL FRAMING. REFER TO ELEC DWGS FOR SPEC. GROUT &SEAL DEVICE INTO FLOOR.

C4.05 TERMINATE FLOOR FINISH @ CENTER OF DOOR LEAF. (TYP)C7.02 NEW DOOR & OPENINGC7.05 REMOVE DOOR, HARDWARE AND FRAME. SAVE AND STORE FOR

OWNERS USED5.04 EMPTY 'J' BOX W/ 2" CONDUIT UP TO CEILING FOR AVE2.09 PODIUM PER AV DWGS & SPECS. PROVIDED BY OWNER. VERIFY FINAL

LOCATION & SIZEE2.10 AV EQUIPMENT, INCLUDING MONITORS, AV RACK, SPEAKERS &

CONTROLS PROVIDED BY UCONN. PATHWAYS, WIRING & POWERPROVIDED BY GC. REFER TO ELECTRICAL DWGS & SPECS. FORINCLUDED SCOPE. COORDINATE WITH AV DWGS & SPECS.

E2.11 COORDINATE FLOOR OUTLET WITH PODIUM PLACEMENT &CONNECTIONS. FINAL PODIUM PLACEMENT TO BE DETERMINED BY AVVENDOR & ARCHITECT

E2.12 WALL MOUNTED MONITORS PROVIDED BY UCONN. VERIFY FINALLOCATIONS & SIZES.

E2.13 SERVER RACKS PROVIDED BY OWNER. NOT ALL RACKS WILL BEINSTALLED DURING THE CONSTRUCTION PERIOD. THIS WORK INCLUDESPOWER AND DATA WIRING FOR ALL THE SERVER RACKS INDICATED,REGARDLESS IF INSTALLED DURING THE CONSTRUCTION PERIOD ORNOT. COORDINATE FINAL LOCATIONS AND CONNECTION REQUIREMENTSWITH OWNER.

E2.14 COORDINATE FLOOR OUTLET WITH CONFERENCE TABLE LOCATION &SUPPORTS.

G1.01 PROVIDE DUST BARRIER AND PROTECTION OF EXISTING AREASG2.01 PROVIDE DUST BARRIERS AT NEW OPENINGS, PHASED TO ALWAYS

ALLOW CLEAR PASSAGE


2 6/13/2019 Revision 2

1/4" = 1'-0"A5

ENLARGED THIRD FLR PLAN- WESTROOMS 317, 313 & 313A

1/8" = 1'-0"C3

LEVEL 1- FIRST FLOOR CORRIDOR C1C -DOOR 124

2

2

3/4" = 1'-0"B3

DUST BARRIER- TYPICAL

EFG

8

9

10

11

A3A-301

A3A-301

OFFICES &SERVER RM

313

CORRIDOR

C3C

EQ EQ

4' - 0" 4' - 0" 4' - 0"

A6A-301

A6A-301

A

SPEAKERS (TYP.) BY UCONN -QTY: 12 -

EQ EQEQ

EQ

8' - 0

"8'

- 0"

8' - 0

"8'

- 0"

8' - 0" 8' - 0" 8' - 0" 4' - 0"

10' - 6 3/4" 5' - 5 1/4" 8' - 0"

1' - 6" 1' - 6"

EQEQ

3' - 0

"

HOLD

3' - 0"

10' - 0"ACT01

9' - 7"GB

WS

-2

8' - 0

"

E2.08

E2.01

CONFERENCE RM

313A

C5.04

E2.08

E2.08

D3A-504

D3A-504

9' - 7"GB

F1B

CL

6' - 6

3/4"

8' - 4

"8'

- 4"

8' - 4

"8'

- 4"

8' - 4

"8'

- 4"

6' - 6

3/4"

3' - 1

1 1/4"

8' - 4

"3'

- 7 1/

4"

4' - 0

"4'

- 0"

5' - 1 3/4" 4' - 11 5/8"

ALIG

N

EQ EQ

MEETING RM

317

9' - 7"ACT02

9' - 4"ACT02

WS

-2W

S-2

WS

-2W

S-2

WS

-2W

S-2

WS

-2W

S-2

WS

-2W

S-1

WS

-1

2' - 0"

2' - 0

"

WS

-2

4' - 0

"4'

- 0"

4' - 0

"4'

- 0"

4' - 0

"4'

- 0"

3' - 2

3/8"

3' - 2

3/8"

4' - 0

"4'

- 0"

4' - 0

"4'

- 0"

4' - 0

"4'

- 0"

3' - 2

3/8"

3' - 2

3/8"

EQEQ

EQEQ

WS

-2W

S-1

EQ EQ

8' - 3"GB

4' - 0

"4'

- 0"

4' - 0

"2'

- 0"

D3.0

2D

3.0

2

D3.03

D3.05

D3.04C6.02

C5.09

E2.13

A2A-504

EXISTING LIGHTS IN CORRIDOR - NIC

EXISTING LIGHTS IN CORRIDOR - NIC

+/-

28' - 8"4"

63

' - 1

5/8

"

D5.01

D5.01

D5.01

C6.03

D5.02D5.02

D5.02

D5.02

47' -

11

7/8

"

D5.02 D5.02D5.02

D5.02

D5.02 D5.02

D5.02

D5.02.

2

D5.02

D5.03

2

(TYP.)

2

P 1000 T TO EXTEND 2 FULL FLUTES MIN

BOLT AS REQUIRED

THREADED ROD SPRING NUT & LOCK NUT PER MANUFACTURER

P 1047 CONNECTOR

P 1000 T

QUANTITY, SPACING & FINAL SIZE SHALL BE DETERMINED BY STRUCTURAL CALCULATIONS REQUIRED IN SLOTTED CHANNEL SPEC SECTION 05 4300. APPROX SPACING IS ASSUMED TO BE 4'-0" O.C.

P 1047 CONNECTOR

P 1000 T

P 1000 T

EXISTING WALL

P1000 T CHANNEL

P2347 CONNECTOR

PROVIDE BLOCKING, PATCH AND FINSH WALL PER SCHEDULE

PROJECT:

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AD

UN

IT 3

038

STO

RRS,

CO

NN

ECT

ICU

T 06

269-

3038

TE

LEPH

ON

E:

(860

) 486

-312

7 F

ACS

IMIL

E:

(860

) 486

-317

7

SCALE:DATE:

DRAFTER:

SHEET TITLE:


SHEET:

SHEET: of

CERTIFICATION:

STATUS:

AUTHOR:

CONSULTANT:




PROJECT NO:

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1





KEYNOTES

GENERAL NOTES

As indicated

6/17/2019 7:37:03 PMC:\U

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UT U

CON


ENLARGED THIRD FLRREFLECTED CEILING

PLAN- WEST ROOMS 317,313& 313A

A-102

04/03/19

901-661



ISSUED FORBID

05/10/19

0' 8' 16' 32' 48'4'

TRUE NORTH

PROJECT NORTH

C5.04 SLOTTED CHANNEL SUSPENSION SYSTEM. COORDINATE W/ MEPWORK.

C5.09 PAINT GYP BD. WALLS ABOVE THE SLOTTED CHANNEL SYSTEM WITHPT-2. THIS COLOR WILL BE A LIGHT GRAY COLOR SELECTED BY THEARCHITECT AND WILL NOT BE THE SAME AS THE WALL COLOR BELOWTHE SLOTTED CHANNEL SYSTEM.

C6.02 ALL SPRINKLER HEADS IN THE SUSPENDED CEILING SHALL BECONCEALED TYPE, CENTERED IN PADS BOTH WAYS.

C6.03 ALL ELECTRICAL, FIRE ALARM & SIMILAR DEVICES SHALL BE PROPERLYMOUNTED TO THE SUSPENDED CEILING SYSTEM AND SHALL BELOCATED IN THE CENTER OF PADS, BOTHWAYS, REGARDLESS IFSHOWN ON THIS DRAING OR NOT, AND REGARDLESS IF SHOWNCENTERED OR NOT. THE GC SHALL COORDINATE THE LOCATION OFALL DEVICES WITH THE CEILING LAYOUT AND SHALL COORDINATE ALLCONDUIT AND PIPING ABOVE ACCORDINGLY.

D3.02 EXISTING RADIANT PANEL PERIMETER HTG SYSTEM . RE-LOCATEWITHIN SAME BAY TO ACCOMMODATE NEW PARTITIONS & COLENCLOSURES.

D3.03 PROVIDE BLANK-OFF PANEL FILLERS MATCHING PERIMETER RADIANTPANELS, INCLUDING WALL ANGLE & TEE-BAR SUPPORTS MATCHINGEXISTING. CLOSE OFF ALL GAPS BETWEEN ACTIVE PANELS &WALL/COL CONST.

D3.04 LINEAR SLOT EXHAUST PER MEP DWGS & SPECS. CENTER ACTIVESECTION IN SPACE. PROVIDE MATCHING BLANKED-OFF DUMMYSECTIONS FLANKING ACTIVE SECTION PER RCP'S. COORDINATECEILING FRAMING WITH PLENUM.

D3.05 LINEAR SLOT- SUPPPLY DIFFUSERS, PER MEP DWGS & SPECS.CENTER ACTIVE SECTION IN SPACE. PROVIDE MATCHING BLANKED-OFFDUMMY SECTIONS FLANKING ACTIVE SECTION PER RCP'S.COORDINATE CEILING FRAMING WITH PLENUM.

D5.01 EXISTING LT. FIXTURES TO REMAIN - NICD5.02 SPEAKERS - BY UCONN COORDINATED W/ GCD5.03 PROVIDE 'J' HOOKS IN CEILING TO AV RACKE2.01 COORDINATE HTS. AND ELECTRICAL CONNECTIONS FOR SHADE TO

CONTROL PANELE2.08 EXTEND SHADES BEHIND COLUMNS, (TYP)E2.13 SERVER RACKS PROVIDED BY OWNER. NOT ALL RACKS WILL BE

INSTALLED DURING THE CONSTRUCTION PERIOD. THIS WORKINCLUDES POWER AND DATA WIRING FOR ALL THE SERVER RACKSINDICATED, REGARDLESS IF INSTALLED DURING THE CONSTRUCTIONPERIOD OR NOT. COORDINATE FINAL LOCATIONS AND CONNECTIONREQUIREMENTS WITH OWNER.

1/4" = 1'-0"A4

ENLARGED THIRD FLR REFLECTED CEILING PLAN-WEST ROOMS 317, 313& 313A

1 1/2" = 1'-0"A6 TYPICAL HANGER DETAIL -

3" = 1'-0"D6 TYPICAL METAL RAIL CROSSING DETAIL

B6 RAIL TO WALL CONNECTION


2 6/13/2019 Revision 2

2

MU

LLIO

NM

ULLIO

NM

ULLIO

N

CDE

7

8

A-201

D6

D4

134.92 SF

OFFICE316A

127.1 SF

OFFICE316B

813.98 SF

OFFICE316

316

VIF

12' - 9"

316A

316B

C2

C4

C4

C6A-502B5

A-503

D1

E

ALIGN

313

14' -

8 3/4"

5' - 6

"9'

- 2 3/

4"

C1.06

C2

ABOVE

C2

ABOVE

A1

A1 A1 A1

FACE OF GLASS WALL

INSIDE FACE OF EXG WALL

A-503 A1

VIF

10' -

2"5"

VIF

9' - 7

"

CORRIDORC3C

C7.01

C2A-502

DOOR TO COORDINATE WITH CARD READER

A2A-502

D3A-504 SIM

RE

F. O

NLY

VIF

20' -

1 3

/4"

VIF - REFERENCE ONLY

40' - 4"

A-201

E5

A6A-502

A-201E3

CDE

7

8

OFFICE316B

OFFICE316A

SHELL SPACE318

OFFICE316

9' - 0"PT01A

10' - 0"ACT01

WS

-1W

S-1

WS

-1W

S-1

9' - 0"PT01A

C6.02C6.03

3' - 0" 3' - 0" 1' - 9 1/2"

3' - 0" 3' - 0" 1' - 9 1/2"

EQEQ

EQEQ

D3.0

2D

3.0

2

D3.03

D3.03

D3.05

D3.04

4 1/2"4 1/2" D3.04EQ EQ

EQ

.E

Q.

D3.05

D3.05

E1.02

PROJECT:

UN

IVE

RSIT

Y O

F CO

NN

ECT

ICU

T A

RCH

ITE

CTU

RAL

& E

NG

INE

ERI

NG

BU

ILD

ING

SE

RVIC

ES

31 L

ED

OY

T RO

AD

UN

IT 3

038

STO

RRS,

CO

NN

ECT

ICU

T 06

269-

3038

TE

LEPH

ON

E:

(860

) 486

-312

7 F

ACS

IMIL

E:

(860

) 486

-317

7

SCALE:DATE:

DRAFTER:

SHEET TITLE:


SHEET:

SHEET: of

CERTIFICATION:

STATUS:

AUTHOR:

CONSULTANT:




PROJECT NO:

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1





KEYNOTES

GENERAL NOTES

1/4" = 1'-0"

6/17/2019 7:33:17 PMC:\U

sers\dnazarko\Docum


UT U

CON


ENLARGED FLOOR PLAN- AF OFFICES

A-103

03/28/19

901-661



ISSUED FORBID

05/10/19

1/4" = 1'-0"A5 ENLARGED THIRD FLOOR - A.F. OFFICES

1/4" = 1'-0"C5 PARTIAL THIRD FLOOR RCP - A.F. OFFICES

0' 8' 16' 32' 48'4'

0' 8' 16' 32' 48'4'

TRUE NORTH

PROJECT NORTH

C1.06 CENTER NEW PARTITION W/ EXIST CURTAIN WALL MULLION. EXTEND TOINSIDE FACE. NOTCH AROUND WALL & SILL BELOW

C6.02 ALL SPRINKLER HEADS IN THE SUSPENDED CEILING SHALL BECONCEALED TYPE, CENTERED IN PADS BOTH WAYS.

C6.03 ALL ELECTRICAL, FIRE ALARM & SIMILAR DEVICES SHALL BE PROPERLYMOUNTED TO THE SUSPENDED CEILING SYSTEM AND SHALL BE LOCATEDIN THE CENTER OF PADS, BOTHWAYS, REGARDLESS IF SHOWN ON THISDRAING OR NOT, AND REGARDLESS IF SHOWN CENTERED OR NOT. THEGC SHALL COORDINATE THE LOCATION OF ALL DEVICES WITH THECEILING LAYOUT AND SHALL COORDINATE ALL CONDUIT AND PIPINGABOVE ACCORDINGLY.

C7.01 RELOCATE DOOR AND HARDWARE IN NEW FRAME, NEW OPENINGD3.02 EXISTING RADIANT PANEL PERIMETER HTG SYSTEM . RE-LOCATE WITHIN

SAME BAY TO ACCOMMODATE NEW PARTITIONS & COL ENCLOSURES.D3.03 PROVIDE BLANK-OFF PANEL FILLERS MATCHING PERIMETER RADIANT

PANELS, INCLUDING WALL ANGLE & TEE-BAR SUPPORTS MATCHINGEXISTING. CLOSE OFF ALL GAPS BETWEEN ACTIVE PANELS & WALL/COLCONST.

D3.04 LINEAR SLOT EXHAUST PER MEP DWGS & SPECS. CENTER ACTIVESECTION IN SPACE. PROVIDE MATCHING BLANKED-OFF DUMMY SECTIONSFLANKING ACTIVE SECTION PER RCP'S. COORDINATE CEILING FRAMINGWITH PLENUM.

D3.05 LINEAR SLOT- SUPPPLY DIFFUSERS, PER MEP DWGS & SPECS. CENTERACTIVE SECTION IN SPACE. PROVIDE MATCHING BLANKED-OFF DUMMYSECTIONS FLANKING ACTIVE SECTION PER RCP'S. COORDINATE CEILINGFRAMING WITH PLENUM.

E1.02 OCCUPANCY SENSOR


1 6/06/19 Revision 12 6/13/2019 Revision 2

2

MU

LLIO

NM

ULLIO

N

MU

LLIO

NM

ULLIO

NM

ULLIO

NM

ULLIO

N

MU

LLIO

NM

ULLIO

NM

ULLIO

NM

ULLIO

N

T

C

11

12

13

11.7

126.72 SF

OFFICE319A

127.21 SF

OFFICE319B

283.18 SF

OFFICE319C

317

319C

319B

B5A-503

B3A-502

C3A-502

C1.06

C7.04

C7.04

C7.04 C5.10

C7.08

C7.08

C2

A1

A1

C2

C3A-503

C6A-502

VIF

FACE OF WALL BELOW SILL TO FACE OF GLASS TRACK12' - 1 5/8"

C

11

12

13

11.7

OFFICE

319A

OFFICE

319B

OFFICE

319C

WS-1 WS-1WS-1

WS

-1W

S-1

WS

-1

3' - 0" 3' - 0"

2' - 7

"2'

- 7"

2' - 7

"2'

- 7"

5' - 6

"2'

- 7"

2' - 7

"

9' - 6"PT01A

9' - 6"PT01A

9' - 6"PT01A

EQ EQ

WS

-1W

S-1

19' -

8 1/4"

D3.01

D3.0

2D

3.0

2

D3.03

D3.04

C6.07

C6.07

4 1/2" 4 1/2"

TYP.4 1/2"

WS

-1W

S-1

WS

-1

A3A-504

A4A-504

6' - 0"

2' -

7"

E1.02

G

11

12

13

11.7

2' - 7

"2'

- 7"

9' - 6"

9' - 6"

4 3/4"

EQ

WS-1 WS-1

WS

-1

WS

-1W

S-1

WS

-1W

S-1

EQ EQ

EQ

3' - 0" 3' - 0"

EQ EQ

WS-1

WS

-1W

S-1

WS

-1W

S-1

D3.0

2D

3.0

2

TYP.

2' -

7"

D3.04

E1.02

D3.05

D3.04

D3.04

D3.04

D3.05

D3.05

G

11

12

13

11.7

132.96 SF

OFFICE324C

133.89 SF

OFFICE324B

298.84 SF

OFFICE324A

A-201

E4

324B

324A

T3B

.1

324C

B3A-502

C3A-502 C2

A1

A1

C2

C7.08

C7.08

B5A-503

C3A-503

3' - 8"

C7.04

C7.04

C7.04

PROJECT:

UN

IVE

RSIT

Y O

F CO

NN

ECT

ICU

T A

RCH

ITE

CTU

RAL

& E

NG

INE

ERI

NG

BU

ILD

ING

SE

RVIC

ES

31 L

ED

OY

T RO

AD

UN

IT 3

038

STO

RRS,

CO

NN

ECT

ICU

T 06

269-

3038

TE

LEPH

ON

E:

(860

) 486

-312

7 F

ACS

IMIL

E:

(860

) 486

-317

7

SCALE:DATE:

DRAFTER:

SHEET TITLE:


SHEET:

SHEET: of

CERTIFICATION:

STATUS:

AUTHOR:

CONSULTANT:




PROJECT NO:

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1





KEYNOTES

GENERAL NOTES

1/4" = 1'-0"

6/17/2019 7:51:05 PMC:\U

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UT U

CON


ENLARGED PARTIALTHIRD FLOOR PLAN-

EAST & WEST

A-104

11/05/18

901-661



ISSUED FORBID

05/10/19

0' 8' 16' 32' 48'4'

TRUE NORTH

PROJECT NORTH

1/4" = 1'-0"A2 PART 3RD FLR PLAN -EAST 1/4" = 1'-0"A3 PART 3RD FLR RCP - EAST

0' 8' 16' 32' 48'4'0' 8' 16' 32' 48'4'

0' 8' 16' 32' 48'4'

1/4" = 1'-0"A6 PART 3RD FLR RCP - WEST TRUE NORTH

PROJECT NORTH

1/4" = 1'-0"A5 PART 3RD FLR PLAN-WEST

C1.06 CENTER NEW PARTITION W/ EXIST CURTAIN WALL MULLION. EXTEND TOINSIDE FACE. NOTCH AROUND WALL & SILL BELOW

C5.10 EXIST COL ENCLOSURE TO REMAIN. VIF. CUT/PATCH FOR MEP IFINDICATED ON MEP DWGS

C6.07 EXIST WINDOW SHADE ENCLOSURE. VERIFY SIZE & CLEARANCES FORNEW WINDOW SHADES.

C7.04 EXIST DOOR / HARDWARE TO REMAINC7.08 EXIST MTL/GLASS PARTITION TO REMAIN-MODIFY FOR NEW PARTITION

INTERSECTIONS AS INDICATEDD3.01 EXISTING RADIANT PANEL - VIF HEIGHT & EXACT LOCATIOND3.02 EXISTING RADIANT PANEL PERIMETER HTG SYSTEM . RE-LOCATE WITHIN

SAME BAY TO ACCOMMODATE NEW PARTITIONS & COL ENCLOSURES.D3.03 PROVIDE BLANK-OFF PANEL FILLERS MATCHING PERIMETER RADIANT

PANELS, INCLUDING WALL ANGLE & TEE-BAR SUPPORTS MATCHINGEXISTING. CLOSE OFF ALL GAPS BETWEEN ACTIVE PANELS & WALL/COLCONST.

D3.04 LINEAR SLOT EXHAUST PER MEP DWGS & SPECS. CENTER ACTIVESECTION IN SPACE. PROVIDE MATCHING BLANKED-OFF DUMMY SECTIONSFLANKING ACTIVE SECTION PER RCP'S. COORDINATE CEILING FRAMINGWITH PLENUM.

D3.05 LINEAR SLOT- SUPPPLY DIFFUSERS, PER MEP DWGS & SPECS. CENTERACTIVE SECTION IN SPACE. PROVIDE MATCHING BLANKED-OFF DUMMYSECTIONS FLANKING ACTIVE SECTION PER RCP'S. COORDINATE CEILINGFRAMING WITH PLENUM.

E1.02 OCCUPANCY SENSOR


2 6/13/2019 Revision 2

2

CR

CR

CR

CR

CR

CR

EFG

8

9

10

11

MEETING RM317

CORRIDORC3C

OFFICES &SERVER RM

313

CONFERENCERM313A

A-503A5

NOT FOR CONSTRUCTION - DRAFT REVIEW OF FURNITURE COORDINATION ONLY !!

2' -

7"

6' -

4 1

/2"

PROJECT:

UN

IVE

RSIT

Y O

F CO

NN

ECT

ICU

T A

RCH

ITE

CTU

RAL

& E

NG

INE

ERI

NG

BU

ILD

ING

SE

RVIC

ES

31 L

ED

OY

T RO

AD

UN

IT 3

038

STO

RRS,

CO

NN

ECT

ICU

T 06

269-

3038

TE

LEPH

ON

E:

(860

) 486

-312

7 F

ACS

IMIL

E:

(860

) 486

-317

7

SCALE:DATE:

DRAFTER:

SHEET TITLE:


SHEET:

SHEET: of

CERTIFICATION:

STATUS:

AUTHOR:

CONSULTANT:




PROJECT NO:

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1





GENERAL NOTES

1/4" = 1'-0"

6/17/2019 7:20:04 PMC:\U

sers\dnazarko\Docum


UT U

CON


ENLARGED THIRD FLRFF&E PLAN- WEST

ROOMS 317, 313& 313A

A-111

04/24/19

901-661



ISSUED FORBID

05/10/19

1/4" = 1'-0"A6

ENLARGED THIRD FLR FF&E PLAN- WEST ROOMS 317,313& 313A - LAYOUT 1

SEATING PLAN FACING NORTH

96 SEATS

TRUE NORTH

PROJECT NORTH

0' 8' 16' 32' 48'4'


2 6/13/2019 Revision 2

2

THIRD FLOOR688' - 6"

8

313

PT-1

F

RWB-1

PT-1

FG

FIN

ISHE

D SI

LL

EXIS

TING

AFB-1

E2.12

1' - 9 13/16"4' - 0"4' - 0"4' - 0"11' - 0 5/16"4' - 0"4' - 0"4' - 0"1' - 9"

8' - 0

"

1' - 6

" 3' - 6

"

VDS-1VDS-1VDS-1VDS-1 VDS-1

MWB-1

PT-1

VDS-1

C3.03

3' - 8 1/4"3' - 8 1/4"3' - 7 7/8"

B4A-602

A4A-602

A3A-602

Sim

A4A-504

9 10

31' - 9 3/4"

C3.02

317.2

AFB-1

EQ. 8' - 8" 8' - 0" 8' - 8" EQ.

3' - 6

"

317.1

MWB-1MWB-14'

- 0"

E2.15

E2.10E2.10

A4A-602

EQ EQ EQ

1' - 6" VIF 1' - 6"

EQ EQ

VDS-1VDS-1

8' - 8"

8' -

3"

25' - 4"

A2A-602

SimA3

A-602

Sim

F GA4

A-504

317.3

VDS-2 VDS-2 VDS-2

EQ EQ

3' - 6

"4'

- 0"

MWB-1 C3.02 C3.01MWB-1E2.10

6' - 0"0"6' - 0"0"6' - 0"

TACKABLE SURFACE

3' -

6"


910

WS-2 WS-2 WS-2 WS-2 WS-2 WS-2 WS-2WS-2WS-2WS-2 WS-2 WS-2

MWB-1

PT-1

E2.05E2.05

E2.06 E2.08

F2.02


G

AFB-1

E2.12

MWB-1

3' - 6

"

EQEQEQEQ

A4A-602

B4A-602

A6A-502

8

WS-1WS-1WS-1

PT-1

DE

RWB-1

PT-1

D E

RWB-1

PT-1

2


G

E2.12

3' - 6

"

MWB-1

PT-1

LARGER MONITOR -COORDINATE, WALL BRACKET, SWITCHES, OUTLETS & TEMP. CONTROLS CLEARANCE PRIOR TO INSTALLATION

1' - 6 1/8" 5' - 1 1/2"

3' - 0"

DOOR STOP

324A

CLEAR

3' - 7"

VERIFY FINAL LOCATION

6' - 1 3/4"

LEVEL 1- LOCATION PLAN644' - 6"

C3.07

EXISTING FE (NIC)

C7.09

PAINT TO NEAREST CONTROL JOINT, TYPICAL FOR ALL NEW OPENINGS


C

A6A-502

3' -

6"

VIF 5' - 6"

MONITOR

E2.12


SIGNAGE ( TYP) SEE SCHEDULE

CARD READERS, SEE ELECTRICAL

PAINT TO NEAREST CONTROL JOINT, TYPICAL FOR ALL NEW OPENINGS

PROJECT:

UN

IVE

RSIT

Y O

F CO

NN

ECT

ICU

T A

RCH

ITE

CTU

RAL

& E

NG

INE

ERI

NG

BU

ILD

ING

SE

RVIC

ES

31 L

ED

OY

T RO

AD

UN

IT 3

038

STO

RRS,

CO

NN

ECT

ICU

T 06

269-

3038

TE

LEPH

ON

E:

(860

) 486

-312

7 F

ACS

IMIL

E:

(860

) 486

-317

7

SCALE:DATE:

DRAFTER:

SHEET TITLE:


SHEET:

SHEET: of

CERTIFICATION:

STATUS:

AUTHOR:

CONSULTANT:




PROJECT NO:

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1





GENERAL NOTES

1/4" = 1'-0"

6/17/2019 7:39:20 PMC:\U

sers\dnazarko\Docum


UT U

CON


INTERIOR ELEVATIONS

A-201

04/03/19

901-661



ISSUED FORBID

05/10/19

1/4" = 1'-0"A1 OFFICES & SERVER RM 313 - EAST 1/4" = 1'-0"A3 OFFICES & SERVER RM 313 - SOUTH

1/4" = 1'-0"A6 MEETING RM 317 - NORTH

1/4" = 1'-0"B3 MEETING RM 317 - EAST 1/4" = 1'-0"B6 MEETING RM 317 - SOUTH

1/4" = 1'-0"C4 MEETING RM 317 - WEST

0' 8' 16' 32' 48'4'0' 8' 16' 32' 48'4' 0' 8' 16' 32' 48'4'

1/4" = 1'-0"C5 CONF. RM 313A - SOUTH 1/4" = 1'-0"C6 CONF. RM 313A - WEST

KEYNOTES

C3.01 PROVIDE SCHEDULED BASE ON ALL COL ENCLOSURESC3.02 RETURN WALL BASE AROUND JAMB INTO DOOR FRAME, BOTH SIDES

OF PARTITIONC3.03 WALL BASE ON PLYWD SUBSTRATE ON WALLS WITH VISUAL PER

DETAILSC3.07 RELOCATE EXISTING SIGN TO ACCOMMODATE NEW DOOR OPENINGC7.09 RELOCATE EXISTING SWITCH & CARD READER TO ACCOMMODATE

LARGER OPENING, SEE ELECTRICAL DRAWINGSE2.05 COORDINATE PULL CHAINS LOCATIONS PER ROOM CONDITION-

CONFIRM IN THE SUBMITTALE2.06 COORDINATE FULL SHADE LENGTH PER LOCATION.E2.08 EXTEND SHADES BEHIND COLUMNS, (TYP)E2.10 AV EQUIPMENT, INCLUDING MONITORS, AV RACK, SPEAKERS &

CONTROLS PROVIDED BY UCONN. PATHWAYS, WIRING & POWERPROVIDED BY GC. REFER TO ELECTRICAL DWGS & SPECS. FORINCLUDED SCOPE. COORDINATE WITH AV DWGS & SPECS.

E2.12 WALL MOUNTED MONITORS PROVIDED BY UCONN. VERIFY FINALLOCATIONS & SIZES.

E2.15 SEPARATE WALL MOUNTED LIGHTING, AV & MOTORIZED SHADECONTROLS. FINAL LOCATIONS TO BE DETERMINED BY ARCHITECT 7COORDINATED W/ AV CONTRACTOR.

F2.02 REMOVE AND SALVAGE F.A DEVICES FOR RELOCATION. REFER TO MEPDOCUMENTS.

1/4" = 1'-0"D4 OFFICE 316 - NORTH 1/4" = 1'-0"D6 OFFICE 316 - SOUTH

0' 8' 16' 32' 48'4'

0' 8' 16' 32' 48'4'

0' 8' 16' 32' 48'4'0' 8' 16' 32' 48'4'

0' 8' 16' 32' 48'4'

0' 8' 16' 32' 48'4' 1/4" = 1'-0"E4 OFFICE 324A - NORTH0' 8' 16' 32' 48'4'


2 6/13/2019 Revision 2

1/4" = 1'-0"E6 1ST FLOOR - COORDIOR -DR 124 1/4" = 1'-0"E5 ELEVATION - AF OFFICE 316 B

2

2

2

1/4" = 1'-0"E3 CORRIDOR C3C - NEW OPENINGS (TYP.)

2

2

2

2"

SCHEDULED FRAME1/8"

LINE OF ADJACENT PARTITION, IF APPLICABLE

DOOR

"A"

SCHE

D.VA

RIES

"A"

EQ

MIN. 4"

DOUBLE STUDS, EA. SIDE OF OPENING, FULL SIDE OF WALL

FLUSH DOOR FULL GLASS

SEE SCHEDULE

SEE

SCHE

DULE

FGF

SEE SCHEDULE

SEE

SCHE

DULE

S

FLUSH DOORSFD

3' - 0" 1' - 10"

PROVIDE SLEEVE FROM ELECTRIC HINGE TO ELEC STRIKE

CARD READER

INACTIVE

SCHEDULED FRAME BEYOND

T.O.F.F. / T.O.S.S.EL. VARIES

HOLD

1/4"

DOOR "A"

SCHED.

"A"

EQ.

OF DOOR

VARIES

NOTE: INSTALL THRESHOLD TO FULL FRAME AND ALIGN TO COORIDOR SIDE

T.O.S.S.EL. VARIES

"A"

EQ.

OF DOOR & FLOORING TRANSITION

HOLD

3/4"

MAX

1/2"

DOOR "A"

SCHED. VARIES

CONC01

CPT01

RUBBER TRANSITION STRIP

2" .

4 1/2"

1/2" TEMPERED GLASS/PER SPECIFICATIONS

ALUM HEAD

CONT 5/8" FRT PLYWD SPACER. FULL HT OF WINDOW FRAME

CONT FRT 2x WD BLK. FULL HT OF WINDOW FRAME

PARTITION AS SCHEDULED

CONT 5/8" GYP BD @ EA SIDE OF GLASS PARTITION, W/ CORNER BEAD

CONT 20 GA MTL STUD RUNNER

JAMB BEYOND

ALIGN FRAME WITH CORRIDOR FINISHED WALL

1/4

"

ALUM FRAME, PER MANUFACTURER

CONT 5/8" FRT PLYWD SPACER. FULL HT OF FRAME

CONT FRT 2x WD BLK. OF FRAME-FULL HEIGHT OF OPNG

PARTITION TYPE -SEE SCHEDULE

CONT 5/8" GYP BD @ EA SIDE OF GLASS PARTITION

DBLE STUDS @ OPENINGS-FULL HEIGHT OF PARTITION

PER

PART

ITIO

N TY

PE


(TYP.)

2"

MAX.1/4"

PAINTED BLACK REVEAL, TYPICAL ALL SIDES OF DOOR FRAME

(TY

P.)

4"

ALUM FRAME

CONT 5/8" FRT PLYWD SPACER. FULL HT OF FRAME

PARTITION TYPE -SEE SCHEDULE

CONT 5/8" GYP BD

DOUBLE STUD, EA. SIDE OF OPENING, FULL SIDE OF WALL.

PER

PART

ITIO

N TY

PE


CONT FRT 2x WD BLK. OF FRAME-FULL HEIGHT OF OPNG

SC WD DOOR

PAINTED BLACK REVEAL, TYPICAL ALL SIDES OF DOOR FRAME

4 1

/2"

(TYP.)

2"

SEE PLAN FOR SWING ORIENTATION

14" 50"

92"

114"

GL-2TEMPERED GLASS

C6A-601

A6A-601

A5A-601

1' - 6

"

B6A-601

GL-2

COORDINATE WITH ELEC. CARD READER WHERE REQUIRED

RUN WIRE IN DOOR FRAME

ELECTRIC STRIKE, SEE HARDWARE SCHEDULE

A3A-601

2"

4 1/2"

ATTACH TO FLOOR W/ PAF

SEE

SCHE

DULE

2"

2" SEE SCHEDULE 2"

PROJECT:

UN

IVE

RSIT

Y O

F CO

NN

ECT

ICU

T A

RCH

ITE

CTU

RAL

& E

NG

INE

ERI

NG

BU

ILD

ING

SE

RVIC

ES

31 L

ED

OY

T RO

AD

UN

IT 3

038

STO

RRS,

CO

NN

ECT

ICU

T 06

269-

3038

TE

LEPH

ON

E:

(860

) 486

-312

7 F

ACS

IMIL

E:

(860

) 486

-317

7

SCALE:DATE:

DRAFTER:

SHEET TITLE:


SHEET:

SHEET: of

CERTIFICATION:

STATUS:

AUTHOR:

CONSULTANT:




PROJECT NO:

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1





GENERAL NOTES

As indicated

6/17/2019 7:27:52 PMC:\U

sers\dnazarko\Docum


UT U

CON


DOOR SCHEDULES ANDDETAILS

A-601

04/17/19

901-661



ISSUED FORBID

05/10/19

3" = 1'-0"B1 HM IN GWB JAMB DETAIL

1/2" = 1'-0"

DOOR TYPESC2

3" = 1'-0"A1 CONCRETE TO CONCRETE 3" = 1'-0"A3 CONCRETE TO CARPET

DOOR SCHEDULE

DO

OR

NU

MB

ER DOOR

SPEC.SECTION

HARDWARESET

FRAME DETAIL/SHEET NUMBER

FIRERATING

(Minutes) NOTES

SIZE (IN INCHES)

TYPE MATERIAL FINISH MA

TE

RIA

L

FINISH HEAD DETAIL JAMB DETAILWIDTH HEIGHT THICK.

124 58" 84" 1 3/4" FD HM PTD 08 1113 01 HM PTD B1/A-601 B1/A-601 45 NEW OPENING IN EXISTING WALL

313 45" 92" 1 3/4" F SC WD - 08 4113 02 ALUM CA SIM A6/A-601 A6/A-601, A5/A-601 COORDINATE WITH CARD READER

313A 40" 106" 1/2" FG GL - 10 2250 03 - - C5/A-503 E4/A-503, E3/A-503 COORDINATE WITH CARD READER, DOORAND FRAME ASSEMBLY FROM 317

316 45" 92" 1 3/4" F SC WD PTD 08 4113 02 ALUM CA SIM A6/A-601 A6/A-601, A5/A-601

316A 40" 106" 1/2" FG GL - 10 2250 03 - - C5/A-503 E4/A-503, E3/A-503

316B 40" 106" 1/2" FG GL - 10 2250 03 - - C5/A-503 E4/A-503, E3/A-503

317.1 45" 92" 1 3/4" F SC WD PTD 08 4113 04 ALUM CA SIM A6/A-601 A6/A-601, A5/A-601 PROVIDE NEW DOOR AND FRAME & SIDELT

317.2 45" 92" 1 3/4" F SC WD PTD 08 4113 04 ALUM CA SIM A6/A-601 A6/A-601, A5/A-601

317.3 45" 92" 1 3/4" F SC WD PTD 08 4113 04 ALUM CA SIM A6/A-601 A6/A-601, A5/A-601 NEW OPENING IN EXISTING WALL

3" = 1'-0"C6 TRANSOM HEAD DETAIL

3" = 1'-0"A5 JAMB - SIDELIGHT 3" = 1'-0"A6 JAMB - HINGE

1/2" = 1'-0"C5 ALUMINUM FRAME ELEVATION

3" = 1'-0"B6 ALUM. SIDELIGHT


2 6/13/2019 Revision 2

0' 4" 8" 1'-0"

0' 4" 8" 1'-0"

0' 4" 8" 1'-0"

0' 4" 8" 1'-0" 0' 4" 8" 1'-0" 0' 4" 8" 1'-0" 0' 4" 8" 1'-0"

0' 1' 2' 4' 6'6" 1/2" = 1'-0"

HM FRAME ELEVATIONC30' 1' 2' 4' 6'6" 0' 1' 2' 4' 6'6"

2

2

2

2

FACP

F

M

M

F

J

J

F

F

J

OS

OS

CR

CR

CR

CR

CDEFG

7

8

9

10

11

12

13

11.7

EX (3) - 4" C. ETR

EX LTG CTRL PNL 'LA3A'

EX DIST PNL 'DP23A'

EX DIST PNL 'DP43A'

EX PNL 'R23A'

EX PNL 'L43A'

EX DIST PNL 'SDP23A'

EX PNL 'S23A' EX PNL 'E23A' EX PNL 'E43A'

NEW PNL 'R23A2'

OFFICES & SERVER RM

313

MULTI-FUNCTIONAL MEETINGRM

317

OFFICE

319-A

OFFICE

319-B

OFFICE

319-C

OFFICE

324C

OFFICE

324-B

OFFICE

324A

CORRIDOR

C3C

CONFERENCE RM

313AOFFICE

316

OFFICE

316A

OFFICE

316B

CORRIDOR

316C

SHELL SPACE

315

ETR

M

2

2

22 22

P

2

2

M

2

2

2

2

M

P

2

R23A-65,67,69

R23A-66,68,70

R2

3A

-34R

23A

-34

R2

3A

-31

R2

3A

-34

R23A-23

R23A-23

R2

3A

-34

R2

3A

-20

R2

3A

-20

R2

3A

-20

R2

3A

-20

R2

3A

-33

R2

3A

-33

R23A-23

R23A-23

R23A-27

R23A-27

R2

3A

-25

R2

3A

-25

R2

3A

-25

R2

3A

2-3

R2

3A

2-3

R2

3A

2-3

R2

3A

2-3

R23A-29

R2

3A

-29

R2

3A

-29

2 2

R2

3A

-18

R2

3A

-18

R2

3A

-21

R2

3A

-21

R2

3A

-24

R2

3A

-24

R2

3A

-24

R2

3A

-24

R2

3A

-24

R2

3A

-24

R23A-30UNO

R23A-30UNO

R23A-33

R2

3A

-26

R2

3A

-26

R2

3A

-26

R2

3A

-28

R2

3A

-28 R23A-28

R23A-28

FCU

FCU

240V-30A-3P

240V-30A-3P

P

R23A2-5

R23A2-1

R23A2-1

R23A2-1

R23A-22

R2

3A

-22

R23A2-1

DP43A-3DP43A-3

CRU-01

1R23A-35

2R23A-28

DHW

DHW

R2

3A

-22

R23A-19

2

R23A-31R23A-31

R2

3A

-31

ET

R

ETRETR

ETR ETR

ETR

3

3

3

R23A2-2

R2

3A

2-6

R2

3A

2-4

R2

3A

2-7

R2

3A

2-1

1

R2

3A

2-9

45

2

R2

3A

-33

2R23A-23

MR23A-23

2R23A-23

R2

3A

-25

R2

3A

-25

84"

AF

F

84"

AF

F

60"

AF

F

R2

3A

2-5

R2

3A

2-5

R2

3A

2-5

84"

AF

F

84"

AF

F

60"

AF

F

TELECOMMUNICATIONS GROUNDING BUS BAR (TGB)

ELECTRICAL325

EX

2

R2

3A

-34

R23A-25

6

1

1

ELEC.325A

17

R23A-361

9

1

M 2 1

FG

3

4

5

6

3.3

FG

3

4

5

6

3.3

CR 8

STORAGE109

CORRIDORC1C

CORE LAB SUPPORT

124

CR

R R1

PROJECT:

UN

IVE

RSI

TY

OF

CO

NN

EC

TIC

UT

A

RC

HIT

EC

TU

RA

L

&

EN

GIN

EE

RIN

G

BU

ILD

ING

SE

RV

ICE

S

31 L

ED

OY

T R

OA

D U

NIT

303

8

ST

OR

RS

, CO

NN

EC

TIC

UT

062

69-3

038

T

EL

EP

HO

NE

: (8

60)

486-

3127

F

AC

SIM

ILE

: (8

60)

486-

3177

SCALE:DATE:

DRAFTER:

SHEET TITLE:


SHEET:

SHEET: of

CERTIFICATION:

STATUS:

AUTHOR:

CONSULTANT:




PROJECT NO:

KEYNOTES

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1

GENERAL NOTES

1/8" = 1'-0"

6/17/2019 3:35:01 PMI:\Projects\2019\193000\193006x01\BIM\MEP\Revit_Model\MEP-2019-3006x01-2018.rvt

ELECTRICAL POWER

PLAN - THIRD FLOOR

EP-101

05/10/19

991 661

Tech Quad Phase III- InnovationPartnership Building


ISSUED FOR

BID

5/10/2019

HFLHFL

0' 4' 8' 16'SCALE: 1/8" = 1'-0"

1ELECTRICAL POWER & SIGNAL PLAN - THIRD FLOOR

1 (3) #8 & (1) #10 GRD. - 3/4" C. TO MANUFACTURER PROVIDEDINTEGRAL FUSED 600V-60A-3P DISCONNECT ON CRU-0.1

2 PROVIDE (4) #4/0 & (1) #4/0 GRD. IN EX 4"C. TO FEED NEW PANEL'R23A2'. WHERE EXISTING CONDUIT RUN ENDS, THE CONDUIT IS TOBE REDUCED DOWN TO 2-1/2"C., AND RAN TO NEW PANEL.

3 NEW LOCATION FOR SPEAKER STROBE INDICATED TO BERELOCATED PER DRAWING ED-101.

4 PROVIDE NEW METALLIC DUAL COMPARTMENT RACEWAY MOUNTEDABOVE RACKS TO UNI-STRUT. REFER TO DETAIL #3 ON SHEETE-502.

5 8" WIDE CABLE LADDER RAN ABOVE RACKS

6 COORDINATE 120V-1Ø FINAL CONNECTION TO WINDOW SHADEMOTOR WITH MANUFACTURER'S RECOMMENDATIONS.COORDINATE SHADE CONNECTION WITH MANUFACTURER'SRECOMMENDATIONS TO CONNECT TO LIGHTING CONTROLS INROOM.

7 DEDICATED RECEPTACLE FOR SOUND SYSTEM AMPLIFIER.COORDINATE FINAL LOCATION WITH ARCHITECT.

8 RELOCATE EXISTING CARD READER AND OUTLET PLAN NORTH ASNECESSARY TO AVOID NEW DOOR OPENING.

9 EMPTY JUNCTION BOX WITH 2" C. UP TO CEILING FOR AV WIRING.

1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF EQUIPMENT.


1 06/13/19 ADDENDUM #2

1

0' 4' 8' 16'SCALE: 1/8" = 1'-0"

2ELECTRICAL POWER & SIGNAL PLAN - PARTIAL FIRST FLOOR

FIRE PROTECTION LEGEND

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

BALL VALVE LEVER

BUTTERFLY VALVE LEVER

FIRE HOSE VALVE - PRESSURE REGULATING TYPE

FIRE HYDRANT

FIRE PUMP TEST HEADER

DRY SPRINKLER LINE

FLUSH WALL SIAMESE CONNECTION

PRE-ACTION FIRE SPRINKLER LINE

FREE STANDING TWO-WAY SIAMESE CONNECTION

FIRE PROTECTION WATER DISTRIBUTION LINE

FIRE PROTECTION WATER SERVICE LINE

HORIZONTAL SIDEWALL SPRINKLER

FIRE PUMP TEST HEADER

HOSE RACK

FIRE SPRINKLER LINE

FIRE SPRINKLER TEST AND DRAIN

5" RISER

6" RISER

ALARM BELL

ALARM RISER

ALARM RISER

ANGLE DRAIN VALVE

FIRE DEPARTMENT CONNECTION LINE

CHECK VALVE

CONCEALED PENDENT SPRINKLER

CONCENTRIC REDUCER

DRY HORIZONTAL SIDEWALL SPRINKLER

DRY PENDENT SPRINKLER

DRY PIPE VALVE

DRY UPRIGHT SPRINKLER

ELECTRIC ALARM

ENDCAP

EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER

EXTENDED COVERAGE PENDENT SPRINKLER

EXTENDED COVERAGE PENDENT SPRINKLER BELOWOBSTRUCTION

EXTENDED COVERAGE RECESSED PENDENT SPRINKLER

EXTENDED COVERAGE UPRIGHT SPRINKLER

EXTENDED COVERAGE UPRIGHT SPRINKLER BELOW OBSTRUCTION

FIRE HOSE VALVE

EXTENDED COVERAGE CONCEALED PENDENT SPRINKLER

PENDENT SPRINKLER

PENDENT SPRINKLER BELOW OBSTRUCTION

PIPE BOTTOM CONNECTION

PIPE DOWN

POST INDICATOR VALVE

PRESSURE REGULATING SUPERVISED CONTROL VALVE

RECESSED PENDENT SPRINKLER

RELIEF VALVE

ANGLE INLET ROOF MANIFOLD (TWO-WAY-MALE)

SIDEWALK SIAMESE CONNECTION

SMOKE DETECTOR

3-WAY SOLENOID

SUPERVISED BUTTERFLY VALVE

SUPERVISED OS&Y VALVE

UPRIGHT SPRINKLER

UPRIGHT SPRINKLER BELOW OBSTRUCTION

WATER FLOW SWITCH

TEST AND DRAIN ASSEMBLY

PIPE CONTINUATION

NEW CONNECTION TO EXISTING

MOTORIZED BUTTERFLY VALVE

INDICATES NOTE LOCATED ELSEWHERE ON DRAWING AND NOTE NUMBER

STORZ FIRE DEPARTMENT CONNECTION

INDICATES DETAIL/PLAN NUMBER

INDICATES DRAWING No FOR WHICH THE DETAIL/PLAN IS LOCATED

DETAIL/PLAN REFERENCE SYMBOL

HEAT DETECTOR

FIRE HYDRANT - FLUSH MOUNTED ON WALL

SINGLE-WATERWAY MONITOR

ANGLE INLET ROOF MANIFOLD (THREE-WAY-MALE)

BACK INLET ROOF MANIFOLD (TWO-WAY-MALE)

BACK INLET ROOF MANIFOLD (THREE-WAY-MALE)

ROOF MANIFOLD (THREE-WAY-FEMALE)

FIRE HOSE CABINET

FREE STANDING SINGLE SIAMESE CONNECTION

DELUGE VALVE

FDC

FS (DRY)

FS (PA)

F

FPW

FPTH

FS

STD

FH

HD

SD

M

T

S

FS

TD

X

X

FXXX

FIRE SPRINKLER WATER DEMAND

LIGHT

SEE SCHEDULE

1. FIRE SPRINKLER WATER DEMAND INDICATED ABOVE PENDING INSURANCE UNDERWRITER AND AUTHORITY HAVING JURISDICTION APPROVAL.

545.2 GPM

K=5.6

CONCEALED PENDANT

.10 GPM/SQ FT

5452 SQ FT

WET

SPRINKLER TEMPERATURE RATING:

NOTE:

HOSE STREAM ALLOWANCE:

SPRINKLER HEAD TYPE:

SPRINKLER 'K' FACTOR:

3RD FLOOR OFFICES AND MEETING ROOM

DESIGN AREA OF WATER APPLICATION:

TYPE OF SPRINKLER SYSTEM:

OCCUPANCY CLASSIFICATION:

MINIMUM DENSITY:

1

PROJECT:

UN

IVE

RSIT

Y O

F C

ON

NE

CT

ICU

T A

RC

HIT

EC

TU

RA

L &

E

NG

INE

ER

ING

B

UIL

DIN

G S

ER

VIC

ES

31 L

ED

OY

T R

OA

D U

NIT

303

8 ST

OR

RS, C

ON

NE

CT

ICU

T 0

6269

-303

8 T

EL

EP

HO

NE

: (8

60)

486-

3127

F

AC

SIM

ILE

: (8

60)

486-

3177

SCALE:DATE:

DRAFTER:

SHEET TITLE:


SHEET:

SHEET: of

CERTIFICATION:

STATUS:

AUTHOR:

CONSULTANT:




PROJECT NO:

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1

1/8" = 1'-0"

6/13/2019 11:36:14AM

C:\Revit_User_Local\MEP-2019-3006x01-2018_DHillburn.rvt

FIRE PROTECTION

NOTES, SYMBOLS, AND

ABBREVATIONS

FP-001

04/22/19

991 661



ISSUED FOR

BID5/10/2019

HFLHFL

FIRE PROTECTION GENERAL NOTES1. SPRINKLER SYSTEM COMPONENTS ARE INDICATED ON THE DRAWING FOR REVIEW

AND INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE TOPROVIDE ALL COMPONENTS FOR A COMPLETE FIRE SUPPRESSION INSTALLATION ASPER THE INTENT OF THE PROJECT SCOPE OF WORK AND SPECIFICATIONS. ALLSPRINKLER SYSTEM COMPONENT INSTALLATIONS SHALL CONFORM TO THE UNIFORMCONSTRUCTION CODE, NFPA 13, AND INSURANCE UNDERWRITER REQUIREMENTS.PIPE SIZING SHALL BE BY HYDRAULIC CALCULATION.

2. ALL SPRINKLERS SHALL BE PLACED IN THE CENTER OF CEILING TILES WHERECEILING TILES ARE LOCATED.

3. THE CONTRACTOR SHALL COORDINATE SPRINKLER INSTALLATION IN ALL AREASWITH LIGHTING AND DIFFUSER LOCATIONS.

4. ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BYCONTRACTOR AT THE SITE.

5. ALL FIRE SPRINKLER PIPING SHALL BE CONCEALED ABOVE CEILING OR IN WALLS. INAREAS WHERE THERE ARE NO CEILINGS, THE CONTRACTOR SHALL INSTALL THE FIRESPRINKLER PIPING AS HIGH AS CONDITIONS ALLOW.

6. THE CONTRACTOR SHALL OBTAIN CURRENT FIRE HYDRANT FLOW TEST DATA, WHICHMUST BE FROM A TEST PERFORMED WITHIN THE PAST YEAR PERIOD, OR SHALLPERFORM A NEW FIRE HYDRANT FLOW TEST TO OBTAIN DATA.

7. THE CONTRACTOR SHALL LIMIT THE DESIGN WATER VELOCITIES OF HYDRAULICALLYDESIGNED SPRINKLER SYSTEMS TO NOT MORE THAN 20 FEET PER SECOND FOR ALLABOVEGROUND SPRINKLER PIPING.


1 06/13/19 ADDENDUM #2

SYMBOL SERVESMAX

MIN

CFM

BASIS OF DESIGNUNOCCUPIEDMIN

OCCUPIEDVALVESIZE(IN)

APPLICATIONPRESS DROP

RANGE(IN WC)

EAV-01 ENVIRO-TEC

EAV-02

EAV-03

EAV-04

EAV-05

EAV-06

EAV-07

EAV-08

UNIT NO. LOCATION SPEEDSETTING

CFM RPM

FCU-01

FCU-02

M

M

MEETING RM 317

FAN

NOTES:

1. ALL UNITS SIMILAR TO PRICE FCHG

EX S.P.(IN WC)

MOTOR DATA

3_4

x 2

3_4

x 2 208-

HP RPM VOLTS PHASE

1

CHILLED WATER COIL

SENSMBH

EWT°F

LWT°F

GPM ΔPFT.

TOTALMBH

55 65

55 65

7.89

7.89

39.531.5

39.531.5208 1

1.97

1.97-

2. HORIZONTAL CONCEALED

3. PROVIDE CONDENSATE PUMP SIMILAR TO LITTLE GIANT.

EXHAUST 0.03" - 0.20"

EXHAUST

EXHAUST AIR VALVE SCHEDULE

EXHAUST

EXHAUST

EXHAUST

EXHAUST

EXHAUST

EXHAUST

2600 1285

2600 1285

FAN COIL UNIT SCHEDULE

0.2

0.2"

SYMBOL SERVESMAX

MIN

CFM AUXILIARY HEATING COIL

CFM°F °F °F °F

LWTEAT EWTLAT BASIS OF DESIGNUNOCCUPIEDMIN

OCCUPIED

SIZE

COIL TOTAL

MBHGPM

WPD

FT

APD

INROWS

VALVESIZE(IN)

APPLICATIONPRESS DROP

RANGE(IN WC)

SAV-01 600 150CONF RM 313A 55.0 87 150 ENVIRO-TEC300 128225 12x10 0.10 0.3 0.8 7.8 28"

SAV-02 600 150 55.0 88 150250 130405 1.0 14.7 28"

SAV-03 875 250 55.0 88 150815 128815 1.5 28.7 210"

SAV-04 600 150 55.0 85 150250 130270 0.9 8.8 28"

14x13

0.1

0.3

0.3

0.10

0.25

0.06

SUPPLY 0.03" - 0.3"

SUPPLY AIR VALVE SCHEDULE

SUPPLY

SUPPLY

SUPPLY

(IN WG)

APD

CFM

MIN MAXTYPESYMBOL

PANEL/FRAME

SIZE

(IN) x (IN)

BASIS OF DESIGN

NECK

SIZE

(IN)

NC THROWPATTERNTHROW

NOTES

MAX

MOUNTING DAMPER FINISH

SD-1 RECT 9x9CEILING400 30200 14-17-244-WAY RADIAL24x24 WHITEOBD -

SUPPLY AIR DIFFUSER SCHEDULE

CFM

MIN MAXTYPESYMBOL

PANEL/FRAME

SIZE(IN) x (IN)

BASIS OF DESIGN

NECK

SIZE(IN) x (IN)

NC DAMPER FINISH NOTES(IN WG)

APD

MAX

MOUNTING

EXHAUST REGISTEREG-1 830 0.018 24x24280 22x22 10 OBD WHITE -

RETURN/EXHAUST AIR REGISTER SCHEDULE

SD-2 RECT 12x12CEILING650 32300 0.203 15-19-2724x24 WHITEOBD

0.156

EXHAUST REGISTEREG-2 500 0.376 24x24100 10 30 OBD WHITE -

SD-3 RECT CEILING650 19300 0.093 13-17-2524x24 WHITEOBD

4. UNIT TO INCLUDE PREMIUM HIGH EFFICIENCY ECM MOTOR

4-WAY RADIAL

4-WAY RADIAL

-

-

CEILING

CEILING

ENVIRO-TEC

ENVIRO-TEC

ENVIRO-TEC

ENVIRO-TEC

ENVIRO-TEC

ENVIRO-TEC

ENVIRO-TEC

ENVIRO-TEC

ENVIRO-TEC

ENVIRO-TEC

SAV-05 600 150 55.0 85 150300 130260 0.9 8.4 28" 0.30.06SUPPLY ENVIRO-TEC

SAV-06

600 150 55.0 85 150300 130285 0.9 9.3 28" 0.30.06SUPPLY ENVIRO-TECSAV-07

600 150 55.0 85 150300 130300 1.0 9.8 28" 0.30.10SUPPLY ENVIRO-TECSAV-08

600 150 55.0 85 150300 130270 0.9 8.8 28 0.30.06SUPPLY ENVIRO-TEC

OFFICE 313

OFFICE 316

OFFICE 316A & B

OFFICE 319A

OFFICE 319C

OFFICE 324A

OFFICE 324B

WEIGHT

UNIT

622

(LBS)

COMPUTER ROOM AIR CONDITIONING UNIT SCHEDULE

FILTER

SUPPLY FAN DATA

TYPEDRIVE BHPCONFIGURATION

EXT SP

"WC

AIR FLOW

CFMSERVESSYMBOL LOCATION

CRU-1 1.51DIRECT EC PLUG FAN UP FLOW.2OFFICE 313 3,500

FLA

4.0

BASIS OF DESIGN REMARKS

LIEBERT PCW017

FLA

ELECTRICAL DATA

VOLTAGE

NOMINAL

TONNAGE

3 MERV 8 3/60/460

NOTES:

1. MANUFACTURER SHALL PROVIDE FUSED DISCONNECT SWITCHES FOR EACH ELECTRICAL CONNECTION.

2. CRAC MANUFACTURER SHALL PROVIDE LEAK DETECTION FOR CRAC UNIT.

3. CRAC UNITS SHALL BE PROVIDED WITH LIEBERT iCOM CONTROL PANELS TO INTERFACE TO THE CRAC UNITS.

4.

5.

6.

7.

CRAC UNIT SHALL UTILIZE RETURN AIR HUMIDITY AND TEMPERATURE SENSORS INTEGRAL TO THE UNIT FOR COOLING AND HUMIDITY CONTROL.

CRAC UNITS SHALL BE PROVIDED WITH NETWORK SWITCHES, WITH DISPLAY.

DB

EAT °F

CHILLED WATER COOLING COIL DATA

WB DB WB

LAT °F

75 61.0 66.6 57.9

MBH

TOT

31.5 31.5

SENS

MBH

8.0

GPM

55

EWT °F

63.9

LWT °F

4.0

WPD

356

FACE

VELOCITY

8.

FRONT RETURN, DUCTED TOP SUPPLY, LEFT HAND ACCESS PANEL.

OFFICE 313 24.2

CRAC UNITS SHALL BE PROVIDED WITH OPTIONAL SCR ELECTRIC REHEAT COIL.

2.6

TOT

TONS

SEE NOTES

UNIT SHALL BE PROVIDED WITH INFRARED HUMIDIFIER.

CONF RM 313A

OFFICE 313

OFFICE 316

OFFICE 316A & B

OFFICE 319A

OFFICE 319C

OFFICE 324A

OFFICE 324B

8"

8"

10"

8"

8"

8"

8"

8

0.03" - 0.3"

0.03" - 0.3"

0.03" - 0.3"

0.03" - 0.3"

0.03" - 0.3"

0.03" - 0.3"

0.03" - 0.3"

0.03" - 0.20"

0.03" - 0.20"

0.03" - 0.20"

0.03" - 0.20"

0.03" - 0.20"

0.03" - 0.20"

0.03" - 0.20"

600 150300

600 150250

875 250815

600 150250

600 150300

600 150300

600 150300

600 150300

SD-4 LINEAR SLOT CEILING400 22200 0.064 -4'-0" WHITE- 1" WIDE SLOT2 SLOT - ADJ.

15x15

8

PRICE AMDEX

PRICE AMDEX

PRICE AMDEX

PRICE SDS100

RG-1 RETURN REGISTER 1300 0.376 24x24500 18x18 30 OBD WHITE -CEILING PRICE 535D

PRICE 535D

PRICE 535D

12x10

12x10

12x10

12x10

12x10

12x10

HOT WATER COIL

EWT°F

LWT°F

GPM ΔPFT.

TOTALMBH

150 125

150 125

4.74

4.74

58.1

58.1

0.74

0.74

EG-3 LINEAR SLOT 500 0.376 4'-0"100 8 30 OBD WHITE 1" WIDE / 2 SLOT - ADJ.CEILING PRICE SDR100

SD-5 RECT CEILING800 38300 0.093 13-17-2524x24 WHITEOBD3-WAY RADIAL ADJ. DEFLECTORS12x12 PRICE AMDA

8" ENVIRO-TEC

SAV-09

SAV-10 OFFICE 324C

ENVIRO-TECOFFICE 319B

MEETING RM 317

ΔTAVG. TEMPF

MIN BTUHPER FT.

SYMBOL

PANEL/FRAME

SIZE

L x W

BASIS OF DESIGNPASSES HWSCONN.

WATERPRESS. DROP

NOTESMOUNTING HWRCONN.

FINISH

RP-1 180 3CEILING 3/4"135 149'-0" x 1'-6" WHITE3/4" EXTRUDED ALUMINUM

RADIANT HEATING PANEL SCHEDULE

20 STERLING

600 150 55.0 85 150300 130260 0.9 8.4 28" 0.30.06SUPPLY ENVIRO-TEC0.03" - 0.3" 12x10

600 150 55.0 85 150300 130270 0.9 8.8 20.30.06SUPPLY ENVIRO-TEC0.03" - 0.3" 12x10

5. UNIT TO INCLUDE FACTORY SUPPLIED DRAIN PAN AND WATERSENSOR

EAV-09

EAV-10

EXHAUST ENVIRO-TECOFFICE 319B 8" 0.03" - 0.20" 600 150300

EXHAUST ENVIRO-TECOFFICE 324C 8 0.03" - 0.20" 600 150300

NOTES:

1. COORDINATE FINAL ACTIVE AND INACTIVE LENGTH OF LINEAR SLOT GRILL WITH ARCHITECTURAL CEILING PLAN. ACTIVE LENGTH NOTED PER SCHEDULE.

NOTES:

1. COORDINATE FINAL ACTIVE AND INACTIVE LENGTH OF LINEAR SLOT GRILL WITH ARCHITECTURAL CEILING PLAN. ACTIVE LENGTH NOTED PER SCHEDULE.

NOTES:

1. NEW PANELS PER SCHEDULE IS BASE DESIGN.

2. MECHANICAL ALTERNATE 1 IS TO MODIFY EXISTING RADIANT PANELS AND RE-USE IF POSSIBLE.

1

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AUTHOR:

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PROJECT NO:

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1

1/8" = 1'-0"

6/13/2019 11:36:10AM


MECHANICAL

SCHEDULES

MH-601

04/18/19

991 661



ISSUED FOR

BID

5/10/2019

HFLHFL


1 06/13/19 ADDENDUM #2

PROJECT:

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STATUS:

AUTHOR:

CONSULTANT:




PROJECT NO:

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

6 5 4 3 2 1

6/13/2019 11:36:26AM


ELECTRICAL

SCHEDULES

E-602

05/10/19

991 661



ISSUED FOR

BID5/10/2019

HFLHFL

NEW CIRCUITS TO BE CONNECTED TO EXISTING SPARE BREAKERS IN PANEL

LEGEND:

TOTAL AMPS: 6 A 1 A 5 A

TOTAL LOAD: 1638 VA 344 VA 1353 VA

41 EX SPACE -- -- 0 0 -- -- EX SPACE 42

39 EX SPACE -- -- 0 0 -- -- EX SPACE 40

37 EX SPACE -- -- 0 0 -- -- EX SPACE 38

35 EX SPACE -- -- 0 0 -- -- EX SPACE 36

33 EX SPACE -- -- 0 0 -- -- EX SPACE 34

31 EX SPACE -- -- 0 0 -- -- EX SPACE 32

29 EX SPACE -- -- 0 0 -- -- EX SPACE 30

27 EX SPACE -- -- 0 0 -- -- EX SPACE 28

25 EX SPACE -- -- 0 0 -- -- EX SPACE 26

23 EX SPARE 20 A 1 0 0 1 20 A EX SPARE 24






11 NEW LTG - OFFICE 324A-C 20 A 1 344 1018 1 20 A NEW LTG - RMS 313-313A, 316-316B 12

9 EX LIGHTING CONTROL PANEL POWER 20 A 1 0 344 1 20 A NEW LTG - OFFICE 319-A-C 10

7 EX SOUTH CORE MECH SHAFT SH2C LTS 20 A 1 0 1638 1 20 A NEW LTG - MULTI-FUNCT MEETING RM 317 8

5 EX EXT SOUTH SIDE CLG LTS EF-1'S 20 A 1 0 0 1 20 A EX CORRIDOR C3B LTS EASTSIDE 6

3 EX ER-2 EXT SOUTH SIDE CLG LTS EF-1'S 20 A 1 0 0 1 20 A EX RM 315,317,323-324,C3C,T3B,318-321 LTS 4

1 EX 2ND FLR SOUTH CORE PERIM LTS EF-3'S 20 A 1 0 0 1 20 A EX RM 311-314, 325-328 LTS 2

CKT CIRCUIT DESCRIPTION TRIP POLES A B C POLES TRIP CIRCUIT DESCRIPTION CKT

MOUNTING: SURFACE WIRES: 4 MAINS RATING: 150 A

SUPPLY FROM: LDP41 PHASES: 3 MAINS TYPE: MCB

LOCATION: ELEC RM 316 VOLTAGE: 480/277 Wye A.I.C. RATING: 42,000 A

EX PANEL L43A

CIRCUITS IN BOLD INDICATE A NEW CONNECTION TO AN EXISTING SPARE BREAKER. PROVIDE NEW 3P CIRCUIT BREAKERS WITH RATINGS AS INDICATED IN EXISTING PANEL SPACES.

LEGEND:



83 EX SPACE -- -- 0 0 -- -- EX SPACE 84

81 EX SPACE -- -- 0 0 -- -- EX SPACE 82

79 EX SPACE -- -- 0 0 -- -- EX SPACE 80

77 EX SPACE -- -- 0 0 -- -- EX SPACE 78

75 EX SPACE -- -- 0 0 -- -- EX SPACE 76

73 EX SPACE -- -- 0 0 -- -- EX SPACE 74

71 EX SPACE -- -- 0 0 -- -- EX SPACE 72

69 471 471 70

67 471 471 68

65FAN COIL UNIT - MULTI-FUNCTIONAL MTG RM

31720 A 3

471 471

3 20 AFAN COIL UNIT - MULTI-FUNCTIONAL MTG RM

317

66















35 RECPT - AV RACK RM 317 20 A 1 180 180 1 20 A RECEPT - AMPLIFIER 36

33 RECPTS - OFFICES 324B, 324C 20 A 1 720 900 1 20 A RECPTS - MULTI-FUNCTIONAL MTG RM 317 34

31 RECPTS - MULTI-FUNCTIONAL MTG RM 317 20 A 1 720 0 1 20 A EX SPARE 32

29 RECPTS - OFFICE 316 20 A 1 540 720 1 20 A RECPTS - OFFCIES 316A, 316B 30

27 FLR RECPTS - MULTI-FUNCT MTG RM 317 20 A 1 360 900 1 20 A RECPTS - OFFICES 319B, 319C 28

25 RECPTS - MULTI-FUNCTIONAL MTG RM 317 20 A 1 1080 540 1 20 A RECPTS - OFFICES 319A, 319B 26

23 RECPTS - MULTI-FUNCTIONAL MTG RM 317 20 A 1 1260 1080 1 20 A RECPTS - OFFICE 316 24

21 RECPTS - OFFICE 316 20 A 1 360 540 1 20 A CONV RECPTS - OFFICE 316 22

19 AUTOMATIC SHADE 20 A 1 267 720 1 20 A RECPTS - OFFICES 324A, 324B 20

17 EX SEMINAR RM 323 CONV RECPTS 20 A 1 0 360 1 20 A RECPTS - OFFICE 316 18

15 EX SEMINAR RM 323 FLR BOX & AV WALL BOX 20 A 1 0 0 1 20 A EX SEMINAR RM 320 CONV RECPTS 16

13 EX SEMINAR RM 320 FLR BOX & AV WALL BOX 20 A 1 0 0 1 20 A EX TEAM RM 319-320 AV WALL BOXES 14

11 EX CORR C3C WEST SIDE CONV RECPTS 20 A 1 0 0 1 20 A EX LAN RM 409 CONV RECPTS 12

9 EX SHELL 311, 313, 315, 317 CONV RECPTS 20 A 1 0 0 1 20 A EX RM 312, 314, 326, 328 STH CONV RECPTS 10

7 EX STAIRS S3B & S3C CONV RECPTS 20 A 1 0 0 1 20 A EX SHELL 323, 324, 325, 327 CONV RECPTS 8

5 EX CORRIDOR C3C CONV RECPTS 20 A 1 0 0 1 20 A EX TERRACE T3B GFCI RECPTS 6

3 EX SEMINAR RM 323 CONV RECPTS 20 A 1 0 0 1 20 A EX TEAM RM 320 CONV RECPTS 4

1 EX SEMINAR RM 320 CONV RECPTS 20 A 1 0 0 1 20 A EX TEAM RM 319 CONV RECPTS 2


MOUNTING: SURFACE WIRES: 4 MAINS RATING: 225 A

SUPPLY FROM: DP23A PHASES: 3 MAINS TYPE: MLO

LOCATION: ELEC RM 316 VOLTAGE: 120/208 Wye A.I.C. RATING: 30,000 A

EX PANEL R23A

LEGEND:



41 SPARE 20 A 1 0 0 1 20 A SPARE 42

39 SPARE 20 A 1 0 0 1 20 A SPARE 40

37 SPARE 20 A 1 0 0 1 20 A SPARE 38

35 SPARE 20 A 1 0 0 1 20 A SPARE 36

33 SPARE 20 A 1 0 0 1 20 A SPARE 34

31 SPARE 20 A 1 0 0 1 20 A SPARE 32

29 SPARE 20 A 1 0 0 1 20 A SPARE 30

27 SPARE 20 A 1 0 0 1 20 A SPARE 28

25 SPARE 20 A 1 0 0 1 20 A SPARE 26

23 SPARE 20 A 1 0 0 1 20 A SPARE 24

21 SPARE 20 A 1 0 0 1 20 A SPARE 22

19 SPARE 20 A 1 0 0 1 20 A SPARE 20

17 SPARE 20 A 1 0 0 1 20 A SPARE 18

15 SPARE 20 A 1 0 0 1 20 A SPARE 16

13 SPARE 20 A 1 0 0 1 20 A SPARE 14

11 RECEPTACLERECEPT - IT RACK 20 A 1 1200 0 1 20 A SPARE 12

9 RECEPT - IT RACK 20 A 1 1200 0 1 20 A SPARE 10

7 RECEPT - IT RACK 20 A 1 1200 0 1 20 A SPARE 8

5 RECPTS - CONFERNCE RM 313A 20 A 1 720 1200 1 20 A RECEPT - IT RACK 6

3 RECPTS - OFFICES & SERVER RM 313 20 A 1 720 1200 1 20 A RECEPT - IT RACK 4

1 CONV RECPTS - RM 313, 313A 20 A 1 720 1200 1 20 A RECEPT - IT RACK 2


MOUNTING: RECESSED WIRES: 4 MAINS RATING: 225 A

SUPPLY FROM: DP23A PHASES: 3 MAINS TYPE: MCB

LOCATION: MULTI-FUNCT MTG RM 317 VOLTAGE: 120/208 Wye A.I.C. RATING: 22,000 A

PANEL R23A2

NO SCALE


1 06/13/19 ADDENDUM #2

1

TELECOMMUNICATIONS GENERAL NOTES :

1. DRAWINGS ARE SCHEMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT ROUTING OF

ALL SERVICES WITH EXISTING CONDITIONS AND OTHER TRADES.

2. CONDUITS SHALL HAVE A MAXIMUM 40% FILL RATIO.

3. IN THE INSTALLATION OF THIS WORK, THE CONTRACTOR SHALL COMPLY IN EVERY WAY WITH THE REQUIREMENTS

OF THE UNIVERSITY, LOCAL LAWS AND ORDINANCES, THE LAWS OF THE STATE OF CONNECTICUT, THE NATIONAL

BOARD OF FIRE UNDERWRITERS, AND THE NATIONAL ELECTRICAL CODE.

4. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS MUST BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE ENGINEER OR THEIR DESIGNATED REPRESENTATIVE FOR CLARIFICATION.

5. ALL WORK SHALL BE DONE IN A THOROUGH AND CONSCIENTIOUS MANNER, ACCORDING TO INDUSTRY STANDARDS

AND SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE. WORK THAT IS DEEMED SUB-STANDARD OR NOT TO

INDUSTRY STANDARD WILL BE SUBJECT TO REPLACEMNET OR REPAIR AT NO ADDITIONAL COST TO THE OWNER OR

GENERAL CONTRACTOR.

6. PRIOR TO STARTING THE INSTALLATION, THE ASSIGNED INSTALLATION SUPERVISOR OR LEAD TECHNICIAN SHALL

PARTICIPATE IN A PRE-CONSTRUCTION MEETING FOLLOWED BY A WALK-THROUGH OF THE PROJECT LOCATION WITH

THE ENGINEER, OR THEIR DESIGNATED REPRESENTATIVE, TO REVIEW THE INSTALLATION DOCUMENTATION.

7. THE CONTRACTOR IS REQUIRED TO PROPERLY FIRE-STOP ANY CORES, UTILIZED FOR THE PLACEMENT OF

COMMUNICATIONS CABLING, WITH APPROVED FIRE-STOPPING COMPOUND AND ACCORDING TO LOCAL AND

NATIONAL CODES.

8. ALWAYS CROSS OTHER SYSTEM CABLES AT A 90 DEGREE ANGLE.

9. ALL EXPOSED CABLING ROUTED IN PLENUM SHALL BE PLENUM-RATED. ALL NON PLENUM-RATED CABLING

INSTALLED IN PLENUM SPACES SHALL BE INSTALLED IN CONDUIT.

10. ALL EXPOSED SYSTEM WIRING OR WIRING ROUTING ACROSS ACROSS NON-ACCESSIBLE CEILINGS SHALL BE

ROUTED IN 3/4" CONDUIT AT A MINIMUM, ENSURE 40% FILL RATIO IS MAINTAINED.

11. ALL CABLE SHALL BE ROUTED DOWN CORRIDORS, PARALLEL AND PERPENDICULAR TO THE BUILDING WALLS AND

STRUCTURE. CABLE TO EACH DEVICE SHALL BRANCH OFF A MAIN CORRIDOR TRUNK. ENTER ALL ROOMS ABOVE

THE ASSOCIATED ROOM DOORWAY.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER BONDING AND GROUNDING OF THEIR RESPECTABLE

SYSTEMS.

13. REFER TO SHEET E-001 FOR ABBREVIATIONS.

TELECOMMUNICATIONS LEGEND

SYMBOL DESCRIPTION

DATA OUTLET

COMMUNICATION OUTLET

WIRELESS ACCESS POINT DATA OUTLET

DATA/TELEPHONE OUTLET MOUNTED FLUSH IN

FLOOR

WAP

JM

JUNCTION BOX CONNECTIONS FOR SINGLE

MONITOR - REFER TO DETAIL

J4M

JUNCTION BOX CONNECTIONS FOR FOUR

MONITORS - REFER TO DETAIL

TELEVISION OUTLET - MOUNTED 12" BELOW FINISHED

CEILING, UNO. REFER TO DETAIL.TV

SOUND SYSTEM LEGEND

SYMBOL DESCRIPTION

SOUND SYSTEM RECESSED CEILING MOUNTED

SPEAKER - FURNISHED BY OWNER

RECESSED ROUND SPEAKER WITH INTEGRAL

VOLUME CONTROL - FURNISHED BY OWNER

WALL MOUNTED VOLUME CONTROL SWITCH -

FURNISHED BY OWNER

S

S V

V

UNLESS NOTED OTHERWISE, THE ABOVE EQUIPMENT SHALL BE

FURNISHED BY THE OWNER AND INSTALLED BY THE EC.

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PROJECT NO:

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6 5 4 3 2 1

6 5 4 3 2 1

1/8" = 1'-0"

6/13/2019 11:36:18AM


TELECOM NOTES AND

SYMBOLS

T-001

05/10/19

991 661



ISSUED FOR

BID

5/10/2019

HFLAuthor

NO SCALE

REVISIONS:

MARK DATE DESCRIPTION

1 06/13/19 ADDENDUM #2

1

J

J

J

J

J TV

TV

TV

TV

TV

SSS

SSS

SSS

SSS

SS

CDEFG

7

8

9

10

11

12

13

11.7

CDEFG

7

8

9

10

11

12

13

11.7

EX LTG CTRL PNL 'LA3A'

EX DIST PNL 'DP23A'

EX DIST PNL 'DP43A'

EX PNL 'R23A'

EX PNL 'L43A'

EX DIST PNL 'SDP23A'

EX PNL 'S23A' EX PNL 'E23A' EX PNL 'E43A'

NEW PNL 'R23A2'

OFFICES & SERVER RM

313

MULTI-FUNCTIONAL MEETINGRM

317

OFFICE

319-A

OFFICE

319-B

OFFICE

319-C

OFFICE

324C

OFFICE

324-B

OFFICE

324A

CORRIDOR

C3C

CONFERENCE RM

313AOFFICE

316

OFFICE

316A

OFFICE

316B

CORRIDOR

316C

SHELL SPACE

315

P

P

R23A-27

R23A-27

WAP

WAP

WAP

P

R23A2-5

1

2 DATA DROPS PER RACK (TYP)

WAP

2

M

M

M

4M

4M

TELECOMMUNICATIONS GROUNDING BUS BAR (TGB)

ELECTRICAL ROOM

316

EX (6) 4"C. UP TO FOURTH FLOOR TO BE USED FOR ROUTING OF NEW CABLING

EX CABLE TRAY

EX CABLE TRAY

WAP

WAP

WAPWAP

ETRETR

ETR

ETR

33

3

3

CONDUIT IN FLOOR FROM POKE-THRU, STUB UP INSIDE CORRIDOR WALL

CONDUIT IN FLOOR FROM POKE-THRU, STUB UP INSIDE CORRIDOR WALL

1

VV

V 1

1

4

55

1

5

(TYP ALL SPEAKERS)

6 1

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PROJECT NO:

KEYNOTES

A

B

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A

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6 5 4 3 2 1

6 5 4 3 2 1

GENERAL NOTES

1/8" = 1'-0"

6/13/2019 11:36:23AM


TELECOM PLAN - THIRD

FLOOR

T-101

05/10/19

991 661



ISSUED FOR

BID

5/10/2019

HFLAuthor

0' 4' 8' 16'SCALE: 1/8" = 1'-0"

1TELECOM PLAN - THIRD FLOOR

1 PROVIDE NEW METALLIC DUAL COMPARTMENT RACEWAYMOUNTED ABOVE RACKS TO UNI-STRUT. REFER TO DETAIL #3 ONSHEET E-502.

2 8" WIDE CABLE LADDER RAN ABOVE RACKS

3 PROVIDE NEW CABLING FOR RELOCATION OF EXISTING WAP.

4 VOLUME CONTROL FURNISHED BY OWNER, INSTALLED BY EC. ECTO FURNISH AND INSTALL BACK BOX FOR VOLUME CONTROL ANDCONDUIT TO ABOVE CEILING.

5 SPEAKERS AND SPEAKER BACK BOXES FURNISHED BY OWNER,INSTALLED BY EC. EC TO FURNISH AND INSTALL SPEAKER WIRING,SIZE AND TYPE AS REQUIRED BY SOUND SYSTEMMANUFACTURER.

6 AMPLIFIER (W/ WIRELESS MICROPHONES) FURNISHED BY OWNER,INSTALLED BY EC. EC TO FURNISH AND INSTALL BACK BOX FORTERMINATING SPEAKER WIRING BY AMPLIFIER AND CONDUIT TOABOVE CEILING. COORDINATE FINAL LOCATION WITH ARCHITECT.

1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF EQUIPMENT.

REVISIONS:

MARK DATE DESCRIPTION

1 06/13/19 ADDENDUM #2

1

Reference of Area ‘A’ – Form 85A FM Global Contractor’s Material … DOCUMENTS... ·...

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Transcript of Reference of Area ‘A’ – Form 85A FM Global Contractor’s Material … DOCUMENTS... ·...