Preston Plains Middle School Science Lab 1 Route 164 Preston, Ct 06365

PRESTON PLAINS MIDDLE SCHOOL SCIENCE LAB 1 ROUTE 164 PRESTON, CT 06365

Addendum # 04 February 6, 2020

GENERAL / CLARIFICATIONS

1. See attached bidder question log dated 2/6/20 Attached

CHANGES TO THE SPECIFICATIONS

PREVAILING WAGE RATES

1. REPLACE existing 1 page Prevailing Wage Rate sheet with updated Attached Prevailing Wage Rate sheets dated February 6, 2020 (7 Pages).

064023 INTERIOR ARCHITECTURAL WOODWORK

1. DELETE spec section 064023 INTERIOR ARCHITECTURAL WOODWORK from the spec in its entirety.

123553 LABORATORY CASEWORK

1. ADD Wood-Metal Industries to the list of acceptable manufacturers to spec Attached section 2.4, 3. (24 pages) Wood – Metal Industries product information is an acceptable equal product as noted on the attached submittal.

CHANGES TO THE DRAWINGS

G1.1 GENERAL INFORMATION

1. ADD Wall Type D2 (6” CMU Infill) to wall types list to detail 2/ G1.1 2/G1.1

D1.1 DEMOLITION FLOOR PLAN 1. Existing Corridor CMU Wall in Science Classroom 202 to remain. 5 existing 1/D1.1 lockers to be relocated on same wall as indicated on the drawings. Demo indicated portions of existing corridor wall as required for new design indicated on detail 1/D1.1.

Addendum # 04 February 6, 2020 2. See ceiling revisions based on existing corridor wall to remain indicated on 2/D1.1 detail 2/D1.1.

A1.1 FLOOR PLAN

1. RELOCATE 5 existing lockers in the corridor as indicated on detail 1/A1.1. 1/A1.1 New locker curb to be installed beneath new locker location. 2. NEW CMU wall infills required as indicated on detail 1/A1.1 due to existing 1/A1.1 CMU corridor wall remaining. 3. Prep Room 202A and Storage Room 202B dimensions decreased in size due 1/A1.1 to existing corridor wall to remain. Contractor should note any dimension changes included within the clouded region identified on detail 1/A1.1

A2.0 REFLECTED CEILING PLAN

1. Prep Room 202A and Storage Room 202B dimensions decreased in size dur 1/A2.0 to existing corridor wall called to remain. Contractor should note any dimension changes included within the clouded region identified on detail 1/A2.0

A4.0 MILLWORK ELEVATIONS & DETAILS 1. See millwork size reduction revisions indicated in detail 2/A4.0. as a result of 2/A4.0 the existing corridor wall remaining. 2. See millwork size reduction revisions indicated in detail 3/A4.0 as a result of 3/A4.0 the existing corridor wall remaining. 3. Add Detail 5/A4.0 Locker Section Detail to the drawings. 5/A4.0

A4.1 MILLWORK ELEVATIONS & DETAILS

1. REPLACE Note: “PL1 – Plastic laminate cabinets, typ.” with “Wood Laboratory Details 1, 3, 4, Casework, typ.” 7, 9/ A4.1 2. REPLACE Note: “Lockable, PL1 – Plastic Laminate Cabinets” with “Lockable, 2/A4.1 Wood Laboratory Casework, typ.” to Tall Cabinet detail 2/A4.1 3. ADD Note: “Lockable, Wood Laboratory Casework, typ” note to Elevation 3-C 5/A4.1 on sheet 5/A4.1

ED1.1 ELECTRICAL LIGHTING DEMOLITION PLAN

1. DELETE Keynote #7. Emergency light does not need to be relocated as ED1.1 existing wall is to remain.

ED1.2 ELECTRICAL POWER DEMOLITION PLAN

2. DELETE Keynote #15. Bell does not need to be relocated as existing wall is to ED1.2 remain.

END OF ADDENDUM #4

BIDDER QUESTION LOG QA+M ARCHITECTURE Preston Plains Middle School - Science Labs Open Items Issue Date: 2/6/20

Issued Item No. Date Received Contractor Item / Description By Response Comments Response Date Addendum Issued The invitation to bid does not specifically state the walk-through was 1 1/30/2020 Frank Zaino & Associates CC The walkthrough on 1/29/20 was not mandatory. 1/30/2020 Addendum #1 manditory. Was it mandatory? The documents posted on the DAS website indicated do not represent the most updated drawings as of There seems to have been some confusion about the bid documents 1/30/20. If the drawings have a "Not for Construction" stamp on the cover that is an outdated set. If you have issued for the subject project. Can you please confirm that the downloaded the bid documents from the DAS website please e-mail Carson Collier directly 2 1/30/2020 Sarazin General Contractors documents that are available on the CT DAS site are complete Specs CC 1/30/2020 Addendum #1 [email protected] who will provide a digital link to download the Bid Set of documents. Anyone who and Drawings for the subject project? received a physical set of documents at the Pre-Bid Walkthrough has the updated set of Drawings and https://biznet.ct.gov/SCP_Search/BidDetail.aspx?CID=52244 Specifications. Given the document confusion, very short timeline between issuance, There is no RFI component to the solicitation. If the bid date is changed, interested bidders will be promptly 3 1/30/2020 Sarazin General Contractors prebid, RFI deadline and bid date, would an extension of the RFI JS 2/3/2020 Addendum #2 notified by telephone and by email. deadline and/ or bid date be considered? Please provide link to Board of Ed website location where project 4 1/30/2020 Sarazin General Contractors JS www.prestonschools.org 2/3/2020 Addendum #2 updates/ documents and RFI responses can be found 5 1/30/2020 Sarazin General Contractors Are there CHRO set aside/ affirmative action plan requirements? JS 2/3/2020 Addendum #2 There are no CHRO set asides or affirmative action requirments. What are the retainage and liquidated damages amounts for this Sarazin General Contractors JS 2/3/2020 Addendum #2 6 1/30/2020 project? A standard project retainage of 5% will be applied for this job, and no liquidated damages are identified. I am formally requesting an extension of the bid opening until Friday, February 21st. As of receiving the bid packet today, I would use the extension to completely compile all of the information needed to Bartholomew Contract 7 1/31/2020 accurately complete my bid. If the extension is approved by yourself JS If the bid date is changed, interested bidders will be promptly notified by telephone and by email. 2/3/2020 Addendum #2 Interiors and the appropriate individuals at the BOE and Town, please notify me. I will look on the Town website for updates.

Since the pre-bid walk through was not requried for this project, and the drawings are publically posted on the I woud like to request a plan holders or bidders list, and to confirm 8 1/31/2020 Dodge Data & Analytics CC DAS and Town websites a complete bidders list is not available. Please refer to Addendum #1 for a list of 2/3/2020 Addendum #2 that the bid date and time are unchanged. contractors who attended the pre-bid walk through on 1/29/20. 9 1/31/2020 Dodge Data & Analytics Do you provide a cost estimate? CC No, a cost estimate will not be provided. 2/4/2020 Addendum #4 As indicated in Addendum #1; The documents posted on the DAS website indicated do not represent the most updated drawings as of 1/30/20. If the drawings have a "Not for Construction" stamp on the cover that is an Please see attached index indicating the sections that are missing on outdated set. If you have downloaded the bid documents from the DAS website please e-mail Carson Collier 10 1/30/2020 Millenium Builders the online project manual, can you please send these out as soon as CC 2/3/2020 Addendum #2 directly [email protected] who will provide a digital link to download the Bid Set of documents. Anyone possible? who received a physical set of documents at the Pre-Bid Walkthrough has the updated set of Drawings and Specifications. 11 2/2/2020 G. Donovan Associates Inc. Is it possible for the bid date to be extended for this project? JS If the bid date is changed, interested bidders will be promptly notified by telephone and by email. 2/3/2020 Addendum #2 Will you need any fire sprinkler heads relocated or new installed for The school currently is not equipped with a sprinkler system, so no relocation of existing sprinkler heads will be Complete Fire Protection CC 2/3/2020 Addendum #2 12 2/1/2020 this project? required, or the addition of new sprinkler heads. The project description in the summary does not seem to reflect this 13 2/3/2020 Millenium Builders CC The project description in the summary reflects the scope of work associated with this project. 2/6/2020 Addendum #4 project, please confirm. Base bid scope of work should indicate floor finish removal of Classroom 201, 202 and prep room and storage The demolition plan shows floor finish removal in 2 rooms only is this 14 2/3/2020 Millenium Builders CC rooms located inbetween them. See revised demolition floor plan on D1.1. Deduct Alternate #3 will remove any 2/3/2020 Addendum #2 correct? finish floor demolition from Classroom 201 as indicated on D1.2. BIDDER QUESTION LOG QA+M ARCHITECTURE Preston Plains Middle School - Science Labs Open Items Issue Date: 2/6/20

Issued Item No. Date Received Contractor Item / Description By Response Comments Response Date Addendum Issued

A flooring specification will not be issued. Contractor should plan to install specified floor products as indicated 16 2/3/2020 Millenium Builders Will a flooring specification be issued? CC on A6.0, in accordance with the manufacturers recommended installation standards. Any floor material 2/4/2020 Addendum #4 deviations need to meet the standards and properties of the products requried. Can the attached lab casework vendor be considered as an or equal The vendor Wood-Metal Industries can be consider an "or equal" to the specified manufacturers list. The to the specified manufacturers? product information and manufacturers information would be considered an equal based on the attached CC markups. Please review comments in Addendum #4. Note that any hardware, or accessories not indicated in 2/6/2020 Addendum #4 the submission are still requried as apart of this project as noted on the drawings, and should be carried in the 17 2/3/2020 Millenium Builders contractors bid. Are the drawings on the state portal now the correct set? They're Yes, the drawings and specifications uploaded to the State Portal site listed as revised 01/31/20 are the correct 18 2/3/2020 G. Donovan Associates, Inc. CC 2/3/2020 Addendum #2 listed as revised 01/31/20 Bid Set of documents you should be referencing. I am looking to get a copy of the pre-bid sign in sheet for Preston Plains Middle School Science Labs that was taken place on January The pre-bid walk through sign in sheet was issued in Addendum #1, which can be accessed on the CT DAS 19 2/3/2020 Sav-More Cooling & Heating CC 2/3/2020 Addendum #2 29th. If I am looking in the wrong place, can you please refer me to website. the correct party? Is it possible to extend the bid opening from Febrary 7th until Bartholome Contract February 21st? This will allow me to properly construct my bid for this JS If the bid date is changed, interested bidders will be promptly notified by telephone and by email. 2/3/2020 Interiors 20 2/3/2020 project. Addendum #2 The basis of design product listed on A4.0 is just that. The product and information listed, indicate the design Included in the notes for the millwork on page A4.0, it calls out intent, and any substitutions need to meet the identified standards listed. Please refer to Spec Section 123553 "Wood Cabinets: Basis of Design" and goes to list kewaunee Scientific Laboratory Casework, for other basis of design manufactuers. Any deviations from specified manufacturers 21 2/3/2020 Mattern Construction Inc. Corporation Cabinets. Does that mean the listed cabinets are only the CC 2/3/2020 Addendum #2 must be submitted prior to bidding for review and approval as an equal and clearly indicated in your bid design idea and that custom millwork will be accepted if it matches submission. Please review Spec Section 016000 Product Requirments for further clarification as to "Basis of the outlin of what is included in the drawings? Design Products". Please confirm that the furniture (desks, tables, chairs) is not in the Correct, new furniture (desks, tables, and chairs) are not to be included in the GC's scope of work. New 22 2/3/2020 Mattern Construction Inc. CC 2/3/2020 Addendum #2 GC scope. furniture will be provided by the Owner. The TD1 Teacher demonstration station in Rm 202 is clearly a lab TD1 and all casework located in Science Classroom 201, 202, and 202A should be solid wood Laboratory casework item. However, the remaining casework at 202 north and Casework conforming to requirments indicated in the Division 12 spec- Laboratory Casework. P-lam notes south walls, and north wall of 201 needs to be clarified. Is it Dev 06 p- 23 2/3/2020 Sarazin General Contractors CC indicated on millwork details on sheet A4.1 will be removed. Specification section 064023 - Interior 2/4/2020 Addendum #4 lam per details, Division 06 Spec, and finish schedule, or wood Architectural Woodwork will be removed in its entirety since all millwork located in these two classrooms will casework per Div. 12 spec and new product information note on be Laboratory Casework. A1.1? If Lab Casework at walls above is by Division 06, who owns the Epoxy 24 2/3/2020 Sarazin General Contractors CC See response to question 23 above. Epoxy resin countertops and sinks are to be bid out as apart of this project. 2/4/2020 Addendum #4 Resin countertops/ sinks? Please refer to specification section 095113 - Acoustical Panel Ceilings included in bid documents and uploaded 26 2/3/2020 Sarazin General Contractors Please provide a spec for the ACT ceiling tile. CC 2/4/2020 Addendum #4 online with the date 1-30-20. 26.1 2/3/2020 Sarazin General Contractors Is the 6in trim in detail 5/A2.0 white or an RAL color? CC The 6" trim in detail 5/A2.0 Color to be White. 2/4/2020 Addendum #4 27 2/4/2020 Mattern Construction Inc. Is a bid extension being considered? CC Please refer to Addendum #3 for Bid Extension information and new deadlines. 2/3/2020 Addendum #4 BIDDER QUESTION LOG QA+M ARCHITECTURE Preston Plains Middle School - Science Labs Open Items Issue Date: 2/6/20

Issued Item No. Date Received Contractor Item / Description By Response Comments Response Date Addendum Issued 28 2/4/2020 Sarazin General Contractors Please provide required insurance coverages and limits for this RM To clarify insurance coverages and limits as it pertains to AIA Document A201-2017, Article 11 Insurance and Bonds; the below 2/6/2020 Addendum #4 project. Exhibit A is referenced but not provided. information indicate insurance coverages as it pertains to this project:

General Insurance Requirements: • Insurance companies must be rated A.M. Best A/VII or higher. • Insurance companies must be licensed to do business in the state of Connecticut. • All liability policies must be on an Accord form. • The Town of Preston, the Preston Board of Education, QA+M Architecture, LLC, and their consultants, are to be included as additional insured on all liability policies. • A 60-day notice of cancellation is required on all policies. A. Contractor’s Liability Insurance 1. Worker’s Compensation statutory limits are required covering the benefits of the State of Connecticut, and any other state if employees used on the project do not reside in Connecticut. 2. Employer’s Liability: $100,000 each accident $500,000 policy limit $100,000 each occurrence 3. General Liability: $2,000,000 general aggregate $2,000,000 products/completed operations aggregate $1,000,000 personal and advertising injury $1,000,000 each occurrence $ 50,000 fire damage (any one fire) $ 5,000 medical expenses (any one person) • Combined single limits (bodily injury/property damage). • Aggregates must apply per project. • ISO form CG 0001 11/88 or equivalent coverage required and should not exclude XCU or contractual liability. Any nonstandard exclusions should be noted on the certificate of insurance. 4. Umbrella/Excess Liability: $2,000,000 per occurrence excess insurance is acceptable but must be as broad as the underlying policies. 5. Automobile Liability: $1,000,000 combined single limit (bodily injury/property damage) coverage must apply to owned, non-owned, and hired autos.

B. Property Insurance 1. The Preston Board of Education will continue to insure the building under their present property policy. Additions will be considered part of the building once accepted by the Owner. The contractor is responsible for insuring all materials and equipment prior to installation including while in storage, transit, or at the job site. An installation floater covering the material on an all-risk basis is required in an amount equal to the maximum amount of goods in storage, transit or at the job site at any one time. All deductibles are the responsibility of the contractor. 11.1.3 Add the following clause: 11.1.3.1 The Contractor shall furnish the Certificate of Insurance herein required which shall specifically set forth evidence of all coverage required by this article. The form of Certificate shall be the Standard form by Accord. The Contractor shall furnish to the Owner copies of any endorsements that are subsequently issued amending coverage limits. 11.5 Performance Bond and Payment Bond Delete 11.5.1 and substitute the following: 11.5.1 The Contractor shall furnish bonds, covering Performance and Labor and Material Payment, in the amount of 100% of the Contract Sum covering faithful performance of the Contract and the payment of all obligations arising thereunder. The form of said bonds shall be AIA Document A312 or equal. Add the following: 11.6 Additional Insurance Requirements: 11.6.1 If by the terms of this insurance any mandatory deductibles are required, in the event of a paid claim the Contractor shall be responsible for payment of such mandatory deductibles. 11.6.2 Add the following: The Owner hereby states and the Contractor acknowledges, that the Owner has no insurance, and the Architect and the Engineering Consultants and Owner’s Representative have no professional liability (errors and omissions) or other insurance and are unable to reasonably obtain such insurance for claims arising as a result of the Work of this Contract related to materials containing asbestos, hazardous wastes and toxic substances. Accordingly, the Contractor hereby agrees to bring no claim for negligence, breach of contract indemnity or otherwise against the Owner or the Architect, and their principals, employees, agents and consultants, if such claim in anyway involves work related to asbestos, hazardous wastes or toxic substances in the project. The Contractor further agrees to defend, indemnify and hold the Owner and the Architect and their principals, employees, agents and consultants harmless from any such asbestos, hazardous waste or toxic substance related claims that may be brought by third parties as a result of service provided or work performed pursuant to this agreement. 28 2/4/2020 Sarazin General Contractors Please provide required insurance coverages and limits for this RM To clarify insurance coverages and limits as it pertains to AIA Document A201-2017, Article 11 Insurance and Bonds; the below 2/6/2020 Addendum #4 project. Exhibit A is referenced but not provided. information indicate insurance coverages as it pertains to this project:

General Insurance Requirements: • Insurance companies must be rated A.M. Best A/VII or higher. • Insurance companies must be licensed to do business in the state of Connecticut. • All liability policies must be on an Accord form. • The Town of Preston, the Preston Board of Education, QA+M Architecture, LLC, and their consultants, are to be included as additional insured on all liability policies. • A 60-day notice of cancellation is required on all policies. A. Contractor’s Liability Insurance 1. Worker’s Compensation statutory limits are required covering the benefits of the State of Connecticut, and any other state if employees used on the project do not reside in Connecticut. 2. Employer’s Liability: $100,000 each accident $500,000 policy limit $100,000 each occurrence 3. General Liability: $2,000,000 general aggregate $2,000,000 products/completed operations aggregate $1,000,000 personal and advertising injury $1,000,000 each occurrence $ 50,000 fire damage (any one fire) $ 5,000 medical expenses (any one person) • Combined single limits (bodily injury/property damage). • Aggregates must apply per project. BIDDER• ISO QUESTION form CG 0001 11/88 LOG or equivalent coverage required and should not exclude XCU or contractual liability. Any nonstandard QA+Mexclusions ARCHITECTURE should be noted on the certificate of insurance. Preston Plains Middle School - Science Labs 4. Umbrella/Excess Liability: $2,000,000 per occurrence excess insurance is acceptable but must be as broad as the underlying policies. Open Items Issue Date: 2/6/20 5. Automobile Liability: $1,000,000 combined single limit (bodily injury/property damage) coverage must apply to owned, non-owned, and hired autos. Issued Item No. Date Received Contractor Item / Description By Response Comments Response Date Addendum Issued

Please provide State issued Prevailing Wage Rates for this project. 29 2/4/2020 Sarazin General Contractors The spec. section has a cover page but no backup information or CC Please review Addendum #4 for State Prevailing Wage Rates for the project. 2/6/2020 Addendum #4 wages. 30 2/5/2020 Frank Zaino & Associates What type of roof currently exists? EPDM, Ballast, ect. CC + MHExisting roof is an EPDM roof installed in 1994, and reseamed in 2014. 2/6/2020 Addendum #4

Project: Preston Plains

Minimum Rates and Classifications for Building

ID# 20-9673 Connecticut Department of Labor Wage and Workplace Standards By virtue of the authority vested in the Labor Commissioner under provisions of Section 31-53 of the General Statutes of Connecticut, as amended, the following are declared to be the prevailing rates and welfare payments and will apply only where the contract is advertised for bid within 20 days of the date on which the rates are established. Any contractor or subcontractor not obligated by agreement to pay

Project Science Lab Project Town: Preston State#: unk FAP#: unk Project: Preston Plains CLASSIFICATION Hourly Benefits 1a) Asbestos Worker/Insulator (Includes application of insulating 38.25 27.96 materials, protective coverings, coatings, & finishes to all types of mechanical systems; application of firestopping material for wall openings & penetrations in walls, floors, ceilings 1b) Asbestos/Toxic Waste Removal Laborers: Asbestos removal and encapsulation (except its removal from mechanical systems which are not to be scrapped), toxic waste removers, blasters.**See Laborers Group 7** 1c) Asbestos Worker/Heat and Frost Insulator 40.21 30.99

2) Boilermaker 38.34 26.01

3a) Bricklayer, Cement Mason, Concrete Finisher (including caulking), 35.71 33.31 + a Stone Masons

3b) Tile Setter 34.9 25.87

3c) Terrazzo Mechanics and Marble Setters 31.69 22.35

3d) Tile, Marble & Terrazzo Finishers 26.7 21.75

3e) Plasterer 33.48 32.06

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

4) Group 1: Laborers (common or general), acetylene burners, 30.75 20.84 carpenter tenders, concrete specialists, wrecking laborers, fire watchers.

As of: February 6, 2020

Project: Preston Plains 4a) Group 2: Mortar mixers, plaster tender, power buggy operators, 31.0 20.84 powdermen, fireproofer/mixer/nozzleman (Person running mixer and spraying fireproof only). 4b) Group 3: Jackhammer operators/pavement breaker, mason 31.25 20.84 tender (brick), mason tender (cement/concrete), forklift operators and forklift operators (masonry). 4c) **Group 4: Pipelayers (Installation of water, storm drainage or 31.75 20.84 sewage lines outside of the building line with P6, P7 license) (the pipelayer rate shall apply only to one or two employees of the total crew who primary task is to actually perform the mating of pipe sections) P6 and P7 rate is $26.80. 4d) Group 5: Air track operator, sand blaster and hydraulic drills. 31.5 20.84

4e) Group 6: Blasters, nuclear and toxic waste removal. 33.75 20.84

4f) Group 7: Asbestos/lead removal and encapsulation (except it's 31.75 20.84 removal from mechanical systems which are not to be scrapped).

4g) Group 8: Bottom men on open air caisson, cylindrical work and 29.03 20.84 boring crew.

4h) Group 9: Top men on open air caisson, cylindrical work and 28.49 20.84 boring crew.

4i) Group 10: Traffic Control Signalman 18.0 20.84

5) Carpenter, Acoustical Ceiling Installation, Soft Floor/Carpet 33.53 25.66 Laying, Metal Stud Installation, Form Work and Scaffold Building, Drywall Hanging, Modular-Furniture Systems Installers, Lathers, Piledrivers, Resilient Floor Layers. 5a) Millwrights 34.94 26.19

6) Electrical Worker (including low voltage wiring) (Trade License 40.0 27.67+3% of required: E1,2 L-5,6 C-5,6 T-1,2 L-1,2 V-1,2,7,8,9) gross wage

7a) Elevator Mechanic (Trade License required: R-1,2,5,6) 53.37 33.705+a+b

-----LINE CONSTRUCTION----

Groundman 26.5 6.5% + 9.00

Linemen/Cable Splicer 48.19 6.5% + 22.00

As of: February 6, 2020

Project: Preston Plains 8) Glazier (Trade License required: FG-1,2) 38.18 21.80 + a

9) Ironworker, Ornamental, Reinforcing, Structural, and Precast 36.67 35.77 Concrete Erection

----OPERATORS----

Group 1: Crane handling or erecting structural steel or stone, 40.97 24.80 + a hoisting engineer 2 drums or over, front end loader (7 cubic yards or over), work boat 26 ft. and over and Tunnel Boring Machines. (Trade License Required) Group 2: Cranes (100 ton rate capacity and over); Excavator over 2 40.64 24.80 + a cubic yards; Piledriver ($3.00 premium when operator controls hammer); Bauer Drill/Caisson. (Trade License Required) Group 3: Excavator; Backhoe/Excavator under 2 cubic yards; Cranes 39.88 24.80 + a (under 100 ton rated capacity), Grader/Blade; Master Mechanic; Hoisting Engineer (all types of equipment where a drum and cable are used to hoist or drag material regardless of motive power of operation), Rubber Tire Excavator (Drott-1085 or similar);Grader Operator; Bulldozer Fine Grade. (slopes, shaping, laser or GPS, etc.). (Trade License Required) Group 4: Trenching Machines; Lighter Derrick; Concrete Finishing 39.48 24.80 + a Machine; CMI Machine or Similar; Koehring Loader (Skooper).

Group 5: Specialty Railroad Equipment; Asphalt Paver; Asphalt 38.87 24.80 + a Reclaiming Machine; Line Grinder; Concrete Pumps; Drills with Self Contained Power Units; Boring Machine; Post Hole Digger; Auger; Pounder; Well Digger; Milling Machine (over 24 Group 5 continued: Side Boom; Combination Hoe and Loader; 38.87 24.80 + a Directional Driller; Pile Testing Machine.

Group 6: Front End Loader (3 up to 7 cubic yards); Bulldozer (rough 38.55 24.80 + a grade dozer).

Group 7: Asphalt roller, concrete saws and cutters (ride on types), 38.2 24.80 + a vermeer concrete cutter, Stump Grinder; Scraper; Snooper; Skidder; Milling Machine (24 Group 8: Mechanic, grease truck operator, hydroblaster; barrier 37.79 24.80 + a mover; power stone spreader; welding; work boat under 26 ft.; transfer machine. Group 9: Front end loader (under 3 cubic yards), skid steer loader 37.34 24.80 + a regardless of attachments, (Bobcat or Similar): forklift, power chipper; landscape equipment (including Hydroseeder). Group 10: Vibratory hammer; ice machine; diesel and air, hammer, 35.24 24.80 + a etc.

As of: February 6, 2020

Project: Preston Plains Group 11: Conveyor, earth roller, power pavement breaker 35.24 24.80 + a (whiphammer), robot demolition equipment.

Group 12: Wellpoint operator. 35.18 24.80 + a

Group 13: Compressor battery operator. 34.58 24.80 + a

Group 14: Elevator operator; tow motor operator (solid tire no rough 33.41 24.80 + a terrain).

Group 15: Generator Operator; Compressor Operator; Pump 32.99 24.80 + a Operator; Welding Machine Operator; Heater Operator.

Group 16: Maintenance Engineer/Oiler. 32.32 24.80 + a

Group 17: Portable asphalt plant operator; portable crusher plant 36.76 24.80 + a operator; portable concrete plant operator.

Group 18: Power safety boat; vacuum truck; zim mixer; sweeper; 34.26 24.80 + a (Minimum for any job requiring a CDL license).

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

10a) Brush and Roller 34.62 21.80

10b) Taping Only/Drywall Finishing 35.37 21.80

10c) Paperhanger and Red Label 34.12 21.05

10e) Blast and Spray 36.62 21.05

11) Plumber (excluding HVAC pipe installation) (Trade License 43.62 32.06 required: P-1,2,6,7,8,9 J-1,2,3,4 SP-1,2)

12) Well Digger, Pile Testing Machine 37.26 24.05 + a

13) Roofer (composition) 37.6 20.65

14) Roofer (slate & tile) 38.1 20.65

15) Sheetmetal Worker (Trade License required for HVAC and 37.98 38.31 Ductwork: SM-1,SM-2,SM-3,SM-4,SM-5,SM-6)

As of: February 6, 2020

Project: Preston Plains 16) Pipefitter (Including HVAC work) 43.62 32.06 (Trade License required: S-1,2,3,4,5,6,7,8 B-1,2,3,4 D-1,2,3,4, G-1, G-2, G-8 & G-9) ------TRUCK DRIVERS------

17a) 2 Axle 29.51 24.52 + a

17b) 3 Axle, 2 Axle Ready Mix 29.62 24.52 + a

17c) 3 Axle Ready Mix 29.67 24.52 + a

17d) 4 Axle, Heavy Duty Trailer up to 40 tons 29.72 24.52 + a

17e) 4 Axle Ready Mix 29.77 24.52 + a

17f) Heavy Duty Trailer (40 Tons and Over) 29.98 24.52 + a

17g) Specialized Earth Moving Equipment (Other Than Conventional 29.77 24.52 + a Type on-the-Road Trucks and Semi-Trailers, Including Euclids)

18) Sprinkler Fitter (Trade License required: F-1,2,3,4) 45.57 24.33 + a

19) Theatrical Stage Journeyman 25.76 7.34

As of: February 6, 2020

Project: Preston Plains

Welders: Rate for craft to which welding is incidental. *Note: Hazardous waste removal work receives additional $1.25 per hour for truck drivers.

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

1) Crane handling or erecting structural steel or stone; hoisting engineer (2 drums or over) 2) Cranes (100 ton rate capacity and over) Bauer Drill/Caisson

Crane with 150 ft. boom (including jib) - $1.50 extra Crane with 200 ft. boom (including jib) - $2.50 extra Crane with 250 ft. boom (including jib) - $5.00 extra Crane with 300 ft. boom (including jib) - $7.00 extra Crane with 400 ft. boom (including jib) - $10.00 extra

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

Apprentices duly registered under the Commissioner of Labor's regulations on "Work Training Standards for Apprenticeship and Training Programs" Section 31-51-d-1 to 12, are allowed to be paid the appropriate percentage of the prevailing journeymen hourly base and the full fringe benefit rate, providing the work

The Prevailing wage rates applicable to this project are subject to annual adjustments each July 1st for the duration of the project. Each contractor shall pay the annual adjusted prevailing wage rate that is in effect each July 1st, as posted by the Department of Labor. It is the contractor's responsibility to obtain the annual adjusted prevailing wage rate increases directly from the Department of Labor's website. The annual adjustments will be posted on the Department of Labor's Web page: www.ct.gov/dol. For those without internet access, please contact the division listed below. The Department of Labor will continue to issue the initial prevailing wage rate schedule to the Contracting Agency for the project. All subsequent annual adjustments will be posted on our Web Site for contractor access. Contracting Agencies are under no obligation pursuant to State labor law to pay any increase due to the annual adjustment provision. Effective October 1, 2005 - Public Act 05-50: any person performing the work of any mechanic, laborer, or worker shall be paid prevailing wage

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

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

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

As of: February 6, 2020

Project: Preston Plains

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

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

As of: February 6, 2020

DIVISION 12

WOOD CASEWORK

PART 1 GENERAL

1.01 SUMMARY

A. Section includes supplying wood casework; countertops; casework hardware and service fittings and outlets.

B. Plumbing Contractor shall install all sinks, faucets, strainers, tailpieces, traps, bubblers, gas cocks and valves and trim furnished by the casework supplier; Plumbing Contractor shall provide all labor to interconnect these items and connect these items to building systems.

C. Electrical Contractor shall install electrical equipment (variable voltage panels, etc.) furnished by the casework supplier as specified. Electrical Contractor shall provide all labor to interconnect these items with the building systems. Electrical boxes, plates and wiring devices shall be provided by the electrical contractor. The casework contractor will provided the appropriate cutouts as noted on the approved shop drawings.

D. HVAC Contractor shall install all mechanical devices furnished by the casework supplier as specified. HVAC Contractor shall provide all labor to interconnect these items to the building systems.

E. If fume hoods are included as part of the casework contract the fume hood motor / fan assemblies, ducting, dampers and control devices shall be provided by the HVAC or other designated contractor(s) per the mechanical specifications. The casework contractor only if shown on approved shop drawings shall provide fan switches.

F. Calibration and balancing of fume hoods is the responsibility of the HVAC contractor.

G. Furnish and place appliances, which are explicitly included in the casework, contract where noted on architectural drawings.

H. The HVAC, Plumbing and Electrical Contractors shall extend building utilities to and connect appliances.

I. Work shall be conducted in accordance with General Conditions, Supplementary Conditions, Division 1 and the requirements of this Section.

J. Related Sections: 1. Section 07900 ‐ Joint Sealers. 2. Section 09650 ‐ Resilient Flooring: Base material.

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3. Section 11600 ‐ Laboratory Equipment.

1.02 REFERENCES

A. American National Standards Institute (ANSI).

B. Architectural Woodwork Institute (AWI): Architectural Woodwork Quality Standards Illustrated, latest edition.

C. National Electrical Manufacturers Association: 1. NEMA LD 3 ‐ High Pressure Decorative Laminates.

D. Composite Panel Association Buyer’s & Specifier’s Guide

1.03 DESIGN REQUIREMENTS

A. Manufacturers shall be members of AWI, have established quality control criteria

B. Casework shall meet or exceed load tests as outlined in ANSI A161.1.

C. Manufacturers shall comply, per architect’s specification, with special requirements related to the Americans with Disabilities Act, 28 CFR Part 36, ADA Standards for Accessible Design.

D. Items shall suit space conditions and where equipment is intended to occupy fixed locations, the physical conditions, roughing‐in, etc., of the building are to control the absolute sizes and arrangements.

E. Project Standard: 1. Stock numbers of items of equipment, as indicated on Equipment Schedules, have been selected from one manufacturer’s catalog for design purposes only. 2. Items of equipment by approved manufacturers (other than the Project Standard) need not be identical to the items indicated, however, they must satisfy the same requirements, provide the same facilities (doors, drawers, etc.) and fulfill the same functions as the specified items. 3. Where items of equipment by approved manufacturers (other than Project Standard) are not of the same lengths as the items indicated, adjust equipment layouts as follows: a. Where items of equipment are against the wall and confined by walls at both ends. 1) Add a filler panel, and/or 2) Increase the length of one or more units, and/or 3) Add an additional item of equipment.

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b. Where items of equipment are freestanding or are not confined by walls at both ends, adjust as above, except that overall length need only be approximate. 4. Materials used by all manufacturers must meet the requirements of these specifications; it is understood that the manufacturers vary in joinery; these specifications describe the construction offered by the first‐named manufacturer. 5. It is intended that wood dowels shall secure cabinet body components and glue, but the use of concealed interlocking mechanical fasteners as approved by AWI 1600B‐S‐ 1600B‐S‐4.A especially designed for use with particleboard shall be acceptable. 6. Where items of equipment by approved manufacturers (other than the Project Standard) necessitate changes in mechanical or electrical services, said changes shall be the Contractor’s responsibility and shall be coordinated and accomplished at no additional cost to the Owner.

1.04 SUBMITTALS

A. Section 01600 ‐ Product Requirements: Submittal requirements.

B. Shop Drawings: 1. Indicate casework locations, large‐scale plans, elevations, cross sections, rough in and anchor placement dimensions, tolerances and clearances required. 2. Include utility rough‐in dimensions.

C. Product Data: 1. Submit component dimensions, configurations, construction details, joint details, and attachments, utility and service requirements and locations. 2. Include associated components, including grommets, sink, sink fittings, appliances, fume hoods and other items as indicated on drawings. 3. Include manufacturer’s literature.

D. Samples (per architect’s request): 1. Wood samples 2. Finish samples 3. Edge banding 4. Hinges 5. Pulls 6. Louvers 7. Grommets

E. Sample Unit: 1. When requested by the Architect, submit full‐size cabinet, as herein specified. 2. Submitted cabinets may be used in the Project.

F. Coordination Submittals:

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1. Copy same submittals to other trades and other Prime Contractors who have connecting or adjacent Work for coordination review and for locating their Work connected to or adjacent to the equipment specified herein.

G. Provide test results per ANSI A161.1.

1.05 QUALITY ASSURANCE

A. Qualifications: 1. Manufacturer: Company specializing in manufacturing products specified in this Section with minimum ten years experience.

B. Mockup (per architect’s request): 1. Section 01400 ‐ Quality Requirements: Mockup requirements. 2. Construct full size mockup including base and upper cabinet, complete with drawers, door and adjustable shelf. 3. Locate where directed by Architect. 4. Incorporate accepted mockup as part of Work.

1.06 DELIVERY, STORAGE AND HANDLING

A. Provide warranty for manufactured product.

B. Accept casework on site; inspect on arrival for damage.

C. Store and handle casework in manner to prevent damage and deterioration.

D. Provide packaging such as cardboard or other containers, separators, banding, spreaders and paper wrappings to protect metal items.

E. Store casework in a protected dry area, provided by the owner, away from direct sunlight, with temperature 70 degrees F (+/‐ 10) and relative humidity of 25–50%. Casework shall be stored elevated above moisture contact. Storage area must be isolated from outside weather conditions. Casework shall be installed only in areas where temperature and humidity are maintained within the above‐stated range. Storage and installations in conditions other than those stated above will void all product warranties.

F. All cabinets to be complete with hardware attached (or provided loose where not practical to ship attached) with all necessary scribes, fillers and molding; all items to be marked on outside of packaging for identification.

G. Protect exposed finish surfaces by suitable means.

H. Coordinate size of access and route to place of installation.

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1.07 SEQUENCING AND SCHEDULING

A. Coordinate casework installation with location and installation of service utilities.

B. Sequence installation to accommodate required utility connections.

1.08 WARRANTY

A. The manufacturer shall guarantee the casework against defects in materials and workmanship for a period of one year from date of acceptance.

B. Warranty shall cover the repair or replacement, at the manufacturer’s discretion of defective material.

C. Non‐manufactured components and accessories, such as faucets, fittings and fume hoods, shall be covered by the specific manufacturer’s warranty.

PART 2 PRODUCTS

2.01 Manufacturers

A. Project Standard:

B. Drawings and standards for casework and equipment are based on wood casework as manufactured by Wood‐Metal Industries, 100 East Sherman Street, Selinsgrove, PA 17870, (570) 374‐1176.

C. The specifications outline a quality standard necessary for required performance. Only products, which meet or exceed these standards, shall be considered acceptable.

D. Acceptance of a bid for the required materials does not indicate product acceptance. All manufacturers must meet minimum construction requirements, must submit necessary materials and documentation for approved substitution and must revise their construction as necessary to meet the standards set forth herein.

2.02 Materials

A. Wood and plywood grains, hues and matching will vary according to species, seasonal harvesting, manufacturing process and geographic origin. Visible surfaces of installed products shall be in conformance with industry‐accepted standards.

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B. Red oak shall be considered the standard wood species. Hard maple shall be considered an alternate species and may be provided, when specified, at additional cost.

C. Lumber ‐ All lumber used for cabinet and case exteriors and exposed interiors shall be of selected northern grown hardwood, sound and free from checks and harmful case hardening. Lumber for interior construction shall be unselected as to grain and color. Lumber shall be properly air‐dried, scientifically kiln dried in manufacturer’s own controlled kilns, and then tempered to optimum moisture content (6‐8%) prior to fabrication. All lumber on exposed surfaces shall be of the highest grade hardwood selected for grain and color

D. Plywood (for exposed surfaces) 1. Oak plywood faces shall be plain sliced grade A and shall meet the definition set forth in ANSI/HPVA HP‐1‐2004.

E. Plywood (for unexposed surfaces) 1. Plywood for unexposed surfaces shall have sound hardwood veneer face and may have color streaks and variations. Appearance shall be consistent with grade 2.

F. Hardboard 1. Hardboard is full tempered 2 sides, consisting of steam‐exploded wood fibers highly compressed into a hard, dense, ¼” thick, homogeneous sheet using natural resins and other added binders.

G. Particleboard 1. Particleboard shall be commercial‐industrial with a nominal 47 pound per cubic foot density.

H. Plastic Laminate 1. High‐pressure plastic laminate shall be nominally 0.028” in thickness and shall meet the current NEMA LD‐3 standard for vertical grade, GP‐28 laminate.

2.03 Hardware

A. Hinges (options) 1. Standard hinges for wall cabinets, base cabinets and tall cabinet doors shall be of the heavy‐duty, wrap around, institutional type with five knuckles, non‐removable pin and rounded ends. Hinges for overlay door construction shall be 2‐¾” high by .095” thick and hinges for lipped radius construction shall be 2‐½” high by .072 thick. Hinge swing shall be 270 degrees. Hinges shall be finished in colors selected from the manufacturer’s standard colors. 2. Offset kitchen cabinet type, plain butt hinges or hinges with removable pins will not be acceptable.

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3. Hinge screws shall be concealed when door is closed. 4. Doors less than 40‐¼” high shall have 2 hinges and those 40‐¼” high and over shall have three hinges. 5. Optional concealed hinges shall be available with either 120 or 170‐degree swing (per project specification). 6. Optional semi‐concealed three knuckle hinges shall be available. 7. The number of semi‐concealed or concealed hinges shall vary according to the door height as follows: 10‐½” – 34‐½” door height: 2 hinges, over 34‐½” – 52‐½” door height: 3 hinges, over 52‐½” – 70‐½”: 4 hinges, over 70‐½”: 5 hinges.

B. Pulls 1. Standard pulls shall be satin aluminum bent wire style with 4” centers. 2. Optional extruded aluminum and plated wire pulls with 4” centers shall be available. 3. Sliding doors shall have a brushed steel recessed pull. 4. Optional three‐point latching handles shall be available in dull‐chrome or black finish. Three‐point locking handles, when provided, shall be installed in the field to prevent shipping damage to casework.

C. Drawer Slides 1. Standards slides shall be single extension, bottom‐mounted, epoxy powder‐coated with positive in stop, out‐stop and out keeper, lift‐out disconnect, stay‐closed design. Slides shall have captive nylon rollers both front and rear, 100 pound load rating and manufacturer’s lifetime warranty 2. File and paper storage drawers shall have full extension, 3‐part, progressive opening slide, with 100 pound load rating, zinc‐coated or epoxy‐coated at manufacturer’s option.

D. Catches 1. Catches shall be double‐action, spring tension, nylon roller catch. 2. On all tall cases, catches shall be heavy‐duty nylon roller type. 3. Catches shall not be mounted when self‐closing hinges are specified. 4. Optional magnetic catches with door‐mounted strike plate shall be available.

E. Adjustable Shelf supports 1. Shelf supports shall be twin‐pin design with anti‐tip up shelf restraints for both ¾” and 1” thick shelves, and provide slot to mechanically fasten shelf to clip. Load rating shall be minimum 300 pounds per shelf support. 2. An optional single‐pin, “L” bracket metal shelf support shall be available with or without vinyl coating. 3. Optional surface‐mounted, steel shelving standards with adjustable shelf support clips shall be available.

F. Locks

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1. Locks shall be of a removable core design with 5‐disk tumbler. Cabinets to be keyed alike per room, each room keyed differently and master‐keyed, unless otherwise noted on drawings. 2. Two keys shall be provided per lock. 3. A maximum of six master keys shall be provided when requested.

2.04 Miscellaneous Components

A. Louvers and grills shall be provided as specified on the drawings. Manufacturer’s standard grills shall be installed on both sides of door openings to provide a uniform appearance. Punched metal louvers with exposed sharp edges shall not be permitted.

B. Tote trays shall be tan colored, high‐impact, polystyrene with aluminum cardholders.

C. Grommets with covers shall be provided where shown on drawings.

D. Base molding is to be provided by others.

2.05 Construction

A. General Construction 1. This specification is based on an industry‐standard red oak cabinet construction. An optional maple construction shall also be available (subject to price adjustment). Unless specifically noted otherwise, a maple specification may be established by simply substituting the word (maple) for the word (oak) throughout the specification. 2. Top frames, tops, bottoms, intermediate rails, fixed partitions and fixed shelves where applicable to be glued, doweled and screwed to cabinet sides. Cabinets shall be clamped under pressure to insure joint integrity and unit squareness.

B. Counter Tops 1. Laminate Counter Tops: a. Decorative surface to be PF42 or GP 50 high pressure plastic laminate which meets or exceeds performance standards set by National Electrical Manufacturers Association (NEMA LD3‐2000), as amended, for Class 1 applied with water resistant glue over 1” thick particleboard. b. Underside shall be properly balanced with heavy gauge backing sheet. c. Provide tops in as long as practical continuous lengths. d. Provide field glued splines and mechanical fasteners at joints. e. The backsplash shall not be the post‐formed cove type. f. Backsplashes will be mechanically fastened. g. Backsplash bottom and corner joints will be continuously sealed with silicone sealant.

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h. Factory applied tops on mobile cabinets and other specialty cabinets shall be ¾” thick particleboard with plastic laminate top surface and balanced with phenolic backer sheet or equivalent. All edges to have PVC edge band (selected from manufacturer’s standard color offering) applied with hot melt adhesive. 2. Molded Epoxy Resin Tops: a. Molded epoxy resin tops shall be molded from a modified epoxy resin that has been specially compounded and cured to provide the optimum physical and chemical resistance properties required of a heavy‐duty laboratory tabletop. b. Tops and curbs shall be a uniform mixture throughout their full thickness, and shall not depend upon a surface coating that is readily removed by chemical and/or physical abuse. c. Tops and curbs shall be non‐glaring and black in color. Tabletops shall be 1 inch thick, unless otherwise shown on the Drawings, with drip grooves provided on the underside at all exposed edges. d. Further, all exposed edges except as indicated below, shall be eased at front top edge and at vertical corners. e. 4” curbs shall be the same thickness as the tops, bonded to the surface of the top to form a square joint. f. Provide drop‐in sinks. g. Sink cutouts shall be machined to accommodate sink lips. 3. Stainless Steel: a. Equipment herein specified, when constructed of more than one piece and/or sheet of metal, shall be continuously butt‐welded, ground and polished smooth; field joints shall be as few as possible. b. Welded parts shall be homogeneous, non‐porous, and free from pits, cracks, imperfections or discolorations. c. Welding shall be electric process, with joints ground and polished smooth. d. The welding rods used shall be of the same composition as sheets of parts welded. e. Counter tops and like items, unless otherwise specified, shall be Type 304 with number 4 finish. f. Tops shall be reinforced on bottom side with hat channels and coated with sound deadening material. g. Field joints in tops shall be bolted where tops exceed length of available sheets and/or where building access does not permit the top to be brought into the building in one piece. h. Backsplashes: 1) Form on three sides of, and integral with, counter top of 14‐gauge stainless steel with corners formed with a ¾” radius, both horizontal and vertical. 2) Provide ¾” return down backside. 3) Close ends of side splashes with ¾” radius. i. Integral Sinks:

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1) Sinks shall be constructed of 14‐gauge stainless steel with corners formed with a ¾” radius, both horizontal and vertical; sink sizes established on the drawings to be inside measurements. 2) Partitions between sink compartments shall be double walled with ¾” radius corners, ¾” radius top edges, welded in place, ground smooth and polished. 3) Fronts, bottoms and back of multiple compartment sinks shall be one piece with no overlapping joints or open crevices. 4) Bottom of each compartment shall be molded at drain opening at center. 5) Where sinks occur in counter tops, they shall be entirely welded to the countertops with welds ground smooth and polished, with no trace of welding left, to give the appearance of one continuous piece. 6) Counter tops are to have a stainless steel backsplash 4” high. 7) Provide appropriate number of holes for specified faucets and drains. 4. Hard Wood Tops: a. Wood tops shall be 1‐¼” minimum thickness and shall be built up of maple strips laminated together with a durable finish.

2.06 FABRICATION

A. Base Cabinets: 1. Sides shall be ¾” thick 7‐ply hardwood plywood, exposed surfaces faced with oak hardwood veneers and unexposed surfaces with sound hardwood veneer faces. A 3/8” oak hardwood nosing shall be applied to the exposed front edge. When adjustable shelves are required, sides to be bored with 5‐mm holes on 32‐mm centers to accept shelf support clips. 2. Top assembly shall consist of a horizontal frame with pinned mortise and tenon joints and be secured to cabinet sides with multiple 8‐mm hardwood dowels, glued and screwed. The front rail shall be ¾” thick x 2‐¾” deep oak with side rails ¾” thick x 1‐¾” deep and a ¾” thick x 1‐¾” deep back rail. 3. Intermediate rails shall be ¾” thick x 2‐¾” deep oak and be secured to cabinet sides with 8‐mm hardwood dowels on 32‐mm centers, glued and screwed. 4. Security panels, if specified, shall consist of (1) a horizontal frame with mortise and tenon joints and a ¼” thick panel. Front rail shall be ¾” thick x 2‐¾” deep oak with side rails ¾” thick x 1‐¾” deep and a ¾” thick x 1‐¾” deep back rail or (2) [to be used at factory discretion] a ¾” thick 7‐ply hardwood plywood panel with hardwood veneer faces. A 3/8” oak hardwood nosing shall be applied to the exposed front edge. Both the frame and solid panel to be secured to cabinet sides with multiple 8‐mm hardwood dowels glued and screwed. 5. Bottoms shall be ¾” thick 7‐ply hardwood plywood, exposed surfaces faced with oak hardwood veneers and unexposed surfaces with sound hardwood veneer faces. A 3/8” oak hardwood nosing shall be applied to the exposed front edge. Bottom shall be secured to cabinet sides with multiple 8‐mm hardwood dowels, glued and screwed.

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6. Backs shall be ¼” thick tempered hardboard, trapped inside grooves, secured with mechanical fasteners and sealed with hot melt adhesive. 7. External hanger rails, 1” thick and a minimum of 3” high, shall be mechanically fastened to both sides and top or bottom. 8. Toe space shall be 4” high x 3‐¼” deep with plywood Toe board ¾” thick x 4” high, secured between cabinet sides with 8‐mm hardwood dowels and attached to bottom panel with hot melt adhesive.

B. Wall Cabinets: 1. Sides shall be ¾” thick 7‐ply hardwood plywood, exposed surfaces faced with oak hardwood veneers and unexposed surfaces with sound hardwood veneer faces. A 3/8” oak hardwood nosing shall be applied to the exposed front edge and .020 oak veneers applied to the top and bottom edge. When adjustable shelves are required, interiors of side panels shall be drilled with 5 mm holes on 32 mm centers to accept shelf support clips. 2. Top shall be 1” thick 9‐ply hardwood plywood. Exposed surfaces faced with oak hardwood veneers and unexposed surfaces with sound hardwood veneer faces. A 3/8” oak hardwood nosing shall be applied to the exposed front edge. Panel to be secured to cabinet sides with multiple 8‐mm hardwood dowels, glued and screwed. 3. Bottoms shall be 1” thick 9‐ply hardwood plywood. Exposed surfaces faced with oak hardwood veneers and unexposed surfaces with sound hardwood veneer faces. A 3/8” oak hardwood nosing shall be applied to the exposed front edge. Bottom is full depth with rabbet cut into rear edge to conceal back and external hanger rail and is secured to cabinet sides with multiple 8‐mm hardwood dowels, glued and screwed. Underside of bottom is considered unexposed and shall be surfaced with sound hardwood veneer faces. 4. Backs shall be ¼” thick tempered hardboard, trapped inside grooves, secured with mechanical fasteners and sealed with hot melt adhesive. 5. External hanger rails, 1” thick and a minimum of 3” high, shall be mechanically fastened to sides, top and bottom.

C. Tall Cabinets: 1. Sides shall be ¾” thick 7‐ply hardwood plywood. Exposed surfaces faced with oak hardwood veneers and unexposed surfaces with sound hardwood veneer faces. A 3/8” oak hardwood nosing shall be applied to the exposed front edge. When adjustable shelves are required, interiors of side panels shall be drilled with 5mm holes on 32mm centers to accept shelf support clips. 2. Top shall be 1” thick 9‐ply hardwood plywood. Exposed surfaces faced with oak hardwood veneers and unexposed surfaces with sound hardwood veneer faces. A 3/8” oak hardwood nosing shall be applied to the exposed front edge. Panel to be secured to cabinet sides with multiple 8‐mm hardwood dowels, glued and screwed.

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3. Bottoms shall be ¾” thick 7‐ply hardwood plywood, exposed surfaces faced with oak hardwood veneers and unexposed surfaces with sound hardwood veneer faces. A 3/8” oak hardwood nosing shall be applied to the exposed front edge. Bottom shall be secured to cabinet sides with multiple 8‐mm hardwood dowels, glued and screwed. 4. Backs shall be ¼” thick tempered hardboard, trapped inside grooves, secured with mechanical fasteners and sealed with hot melt adhesive. 5. External hanger rails, 1” thick and a minimum of 3” high, shall be mechanically fastened to both sides, top and bottom. 6. Toe space shall be 4” high x 3‐¼" deep with plywood toe board ¾” thick x 4” high, secured between cabinet sides with 8mm hardwood dowels and attached to bottom panel with hot melt adhesive.

D. Sink Cabinets: 1. Sink cabinets shall be constructed with a vertical high head rail at both the front and rear of the cabinet. A false drawer head will be applied over the front high head rail. 2. A fixed bottom and removable back shall be provided for all sink cabinets.

E. Special Purpose Cabinet Backs: 1. Optional exposed exterior backs to be ¾” thick 7‐ply hardwood plywood, exposed surfaces faced with oak veneer and unexposed surfaces with sound hardwood veneer faces. 2. Optional removable backs, where specified, shall be ¼” tempered hardboard and be attached to cleats secured to the cabinet sides and bottom. Back panels shall be secured in place with pan head screws. 3. Optional ¼” thick hardboard with finished surface of wear‐resistant oak reversed grain vinyl is available.

F. Drawers and doors: 1. Drawer head style (SELECT ONE) a. Overlay Square Edge ¾” thick particleboard faced on both sides with oak hardwood veneer. 3mm oak edge banding applied to all four edges with hot melt adhesive. Grain direction shall be horizontal. b. Overlay Radius Edge ¾” thick oak lumber core cross‐banded and faced on both sides with oak hardwood veneer. Front edges (top, bottom, both sides) shall be consistently radius. Grain direction shall be horizontal. c. Overlay Plastic Laminate‐nominally ¾” thick particleboard with high‐pressure decorative plastic laminate of the selected color on the face and neutral colored high‐pressure plastic laminate on the rear face. 3mm PVC, of the selected color applied with hot melt adhesive to all four edges and machine eased to remove sharp corners. Grain direction (if applicable) shall be horizontal. d. Embassy Raised Panel ¾” thick solid edge‐glued oak with machined profile on all four edges. Grain direction shall be horizontal.

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e. Embassy Recessed Panel ¾” thick solid edge‐glued oak with machined profile on all four edges. Grain direction shall be horizontal. f. Lipped Radius Edge ¾” thick oak lumber core cross‐banded and faced on both sides with oak hardwood veneer. Front edges (top, bottom, both sides) shall be consistently radius. Back of drawer, head shall be rabbeted to permit the rabbeted section of the drawer head to recess into the cabinet body. Grain direction shall be horizontal. 2. With the exception of the lipped radius edge style, drawer sides, back and fronts shall be ½” thick solid oak. Top edges shall be radius and free of rough edges. 3. A separate drawer head (of the style selected) shall be applied to the front of the drawer box. 4. Lipped radius edge style drawer sides and back shall be ½” thick solid oak. The drawer head shall be of solid oak lumber core, faced with oak hardwood veneers and be ¾” thick. The back edges shall be dovetailed to accept the drawer sides and become part of the drawer body. A three‐sided drawer box (2 sides and back) shall be dovetailed directly to the rear of the drawer head. The drawer bottom shall be trapped in sides, back and head of the drawer. 5. Drawer boxes shall be assembled with glued dovetail construction at all four corners. 6. Drawer bottoms shall be ¼” thick tempered hardboard and trapped in grooved drawer box. 7. Underside of drawer to be secured with mechanical fasteners and sealed with a continuous bead of hot melt adhesive to enhance drawer integrity. 8. Reinforce drawer bottoms with a hardwood front‐to‐back intermediate underbody stiffener, hot melt glued and fastened; one above 24” and two at 42” and wider. 9. Provide clip and rail hanging file system for legal or letter size as indicated by manufacturer’s model number. 10. Door style (PER DRAWER HEAD SELECTION ABOVE) a. Overlay Square Edge‐Doors shall be particleboard faced on both sides with oak hardwood veneer. 3mm oak edge banding applied to all four edges with hot melt adhesive. Grain direction shall be vertical. Nominal finished door thickness for base and wall cabinets shall be ¾”. Nominal door thickness for tall cabinets shall be 1‐1/16”. b. Overlay Radius Edge‐Doors shall be particleboard banded on all four edges with solid oak and faced on both sides with oak hardwood veneer. Front edges (top, bottom, both sides) shall have a consistent radius. Grain direction shall be vertical. Nominal finished door thickness for base and wall cabinets shall be ¾”. Nominal door thickness for tall cabinets shall be 1‐1/16”. c. Overlay Plastic Laminate‐nominally ¾” thick particleboard with high‐pressure decorative plastic laminate of the selected color on the face and neutral colored high‐pressure plastic laminate on the rear face. 3mm PVC, of the selected color applied with hot melt adhesive to all four edges and machine eased to remove

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sharp corners. Grain direction (if applicable) shall be vertical. Nominal finished door thickness shall be ¾”. d. Embassy Raised Panel‐Door shall consist of a solid oak frame (nominally 2‐¾” wide) around the perimeter of the door. Grain shall be parallel to the edges of the door and the frames shall be securely joined at all four corners. The outside perimeter shall be edged in the same profile as the matching drawer head style. A separate ¾” thick solid edge‐glued oak insert panel shall be inserted into the doorframe and secured with mechanical fasteners through hardwood stops. Insert panel shall be machined with a concave profile and the face of the panel shall extend ¼” beyond the face of the doorframe with machined profile on all four edges. Grain direction of the insert panel shall be vertical. Nominal overall door thickness shall be 1”. e. Embassy Recessed Panel‐ Door shall consist of a solid oak frame (nominally 2‐¾” wide) around the perimeter of the door. Grain shall be parallel to the edges of the door and the frames shall be securely joined at all four corners. The outside perimeter shall be edged in the same profile as the matching drawer head style. A separate ¼” thick oak plywood insert panel shall be inserted into the doorframe and secured with mechanical fasteners through hardwood stops. Insert panel shall be flat and the face of the panel shall be recessed ¼” into the face of the doorframe. Grain direction of the insert panel shall be vertical. Nominal overall door thickness shall be ¾”. f. Lipped Radius Edge‐ Doors shall be particleboard, banded on all four edges with solid oak and faced on both sides with oak hardwood veneer. Front edges (top, bottom, both sides) shall be consistently radius. Back of door shall be rabbeted to permit the rabbeted section of the door to recess into the cabinet body. Grain direction shall be vertical. Nominal finished door thickness for base and wall cabinets shall be ¾”. Nominal door thickness for tall cabinets shall be 1‐1/16”. 11. Special Door styles a. Sliding doors shall have a composite bottom track and top guide. Rollers shall be routed into bottom of door. Top of door shall be rabbeted to fit in top guide. Doors over 48” in height shall have an overhead aluminum track and bottom guide. b. Framed doors, for glazed panels or tack board inserts, shall consist of a solid oak frame (nominally 2‐¾” wide) around the perimeter of the door. Glazed panels shall be ¼” thick tempered safety glass. Base and wall cabinet doors shall be nominally ¾” thick. Tall cabinet doors shall be nominally 1‐1/16” thick. c. Sliding glass doors shall be ¼” thick tempered safety glass, fitted into top and bottom aluminum tracks. Bottom tracks shall have rollers for smooth operation. 12. Adjustable Shelves: a. Shelves less than 30” in width shall be ¾” thick. Shelves 30” and wider shall be 1” thick.

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Division 12‐14

b. Exposed shelves shall be hardwood plywood, surfaces faced with oak hardwood veneers. c. Non‐exposed shelves shall be hardwood plywood, surfaces faced with sound hardwood veneers. d. A 3/8” oak hardwood nosing shall be applied to the exposed front edge. e. Shelves shall be full depth and adjustable on 32‐mm centers. 13. Fixed Shelves: a. Exposed shelves shall be hardwood plywood, surfaces faced with oak hardwood veneers. b. Non‐exposed shelves shall be hardwood plywood, surfaces faced with sound hardwood veneers. c. A 3/8” oak hardwood nosing shall be applied to the exposed front edge. d. All non‐supported fixed shelves and exposed shelves shall be 1” thick. e. All supported fixed shelves shall be ¾” thick. f. Shelves shall be full depth and be secured to cabinet sides or partitions with multiple 8‐mm hardwood dowels, glued and screwed.

2.07 FINISH AND PERFORMANCE REQUIREMENTS

A. Finish shall be a synthetic water‐white alkyd aminoplast conversion coating specially formulated for commercial applications

B. All surfaces shall be prepared by a thorough sanding and sealing prior to staining.

C. A pigmented stain shall be hand wiped on wood components

D. Finish shall be tested accorded to the chemical tests defined by SEFA.

E. Test Procedure 1. Sample substrate will be Oak veneer without stain underneath the coating. Panels to be finished according to finishing supplier’s guidelines and in accordance to casework manufacturer’s standard procedures. Obtain one sample panel measuring 14" x 24" (355.6mm x 609.6mm). The received sample to be tested for chemical resistance as described herein. Place panel on a flat surface, clean with soap and water and blot dry. Condition the panel for 48‐hours at 73º +/‐ 3ºF (23º +/‐ 2ºC) and 50 +/‐ 5% relative humidity. Test the panel for chemical resistance using forty‐nine different chemical reagents by one of the following methods. a. Method A ‐ Test volatile chemicals by placing a cotton ball saturated with reagent in the mouth of a 1‐oz. (29.574cc) bottle and inverting the bottle on the surface of the panel. b. Method B ‐ Test non‐volatile chemicals by placing five drops of the reagent on the surface of the panel and covering with a 24mm watch glass, concave side down.

Jan‐19 Wood Casework

Division 12‐15

2. For both of the above methods, leave the reagents on the panel for a period of one hour. Wash off the panel with water, clean with detergent and naphtha, and rinse with deionized water. Dry with a towel and evaluate after 24‐hours at 73º +/‐ 3ºF (23º +/‐ 2ºC) and 50 +/‐ 5% relative humidity using the following rating system. a. Level 0 ‐ No detectable change. b. Level 1 ‐ Slight change in color or gloss. c. Level 2 ‐ Slight surface etching or severe staining. d. Level 3 ‐ Pitting, cratering, swelling, or erosion of coating. Obvious and significant deterioration. 3. Test No. Chemical Reagent Test Method 1) Acetate, Amyl A 2) Acetate, Ethyl A 3) Acetic Acid, 98% B 4) Acetone A 5) Acid Dichromate, 5% B 6) Alcohol, Butyl A 7) Alcohol, Ethyl A 8) Alcohol, Methyl A 9) Ammonium Hydroxide, 28% B 10) Benzene A 11) Carbon Tetrachloride A 12) Chloroform A 13) Chromic Acid, 60% B 14) Cresol A 15) Dichlor Acetic Acid A 16) Dimethylformanide A 17) Dioxane A 18) Ethyl Ether A 19) Formaldehyde, 37% A 20) Formic Acid, 90% B 21) Furfural A 22) Gasoline A 23) Hydrochloric Acid, 37% B 24) Hydrofluoric Acid, 48% B 25) Hydrogen Peroxide, 30% B 26) Iodine, Tincture of B 27) Methyl Ethyl Ketone A 28) Methylene Chloride A 29) Mono Chlorobenzene A 30) Naphthalene A 31) Nitric Acid, 20% B 32) Nitric Acid, 30% B

Jan‐19 Wood Casework

Division 12‐16

33) Nitric Acid, 70% B 34) Phenol, 90% A 35) Phosphoric Acid, 85% B 36) Silver Nitrate, Saturated B 37) Sodium Hydroxide, 10% B 38) Sodium Hydroxide, 20% B 39) Sodium Hydroxide, 40% B 40) Sodium Hydroxide, Flake B 41) Sodium Sulfide, Saturated B 42) Sulfuric Acid, 33% B 43) Sulfuric Acid, 77% B 44) Sulfuric Acid 96% B 45) Sulfuric Acid (77%) and Nitric Acid (70%), equal parts B 46) Toluene A 47) Trichloroethylene A 48) Xylene A 49) Zinc Chloride, Saturated B 4. Acceptance Level a. Results will vary from manufacturer to manufacturer. Laboratory grade finishes should result in no more than four Level 3 conditions with a cumulative score not to exceed 35. Suitability for a given application is dependent upon the chemicals used in a given laboratory.

2.08 PLUMBING FIXTURES

A. Stainless Steel Sinks and Miscellaneous Fittings: 1. Project Standard: Sinks and fittings are based upon products manufactured by Just Manufacturing Company, 9233 King Street, Franklin Park, Illinois 60131. 2. The specifications outline minimum material and construction standards. 3. Only products meeting or exceeding this minimum standard shall be acceptable. 4. The receiving of a bid does not necessarily indicate the manufacturer’s standard product is acceptable. 5. Acceptable Alternative Manufacturer: a. Elkay Manufacturing Company, 2222 Camden Court, Oak Brook, IL 60521, (708) 574‐8484

B. Epoxy Resin Sinks and Miscellaneous Fittings: 1. Project Standard: Sinks and fittings are based upon products manufactured by The Durcon Company, Inc., 1255 South Mill Street, Plymouth, Michigan 48170. 2. The specifications outline minimum material and construction standards. 3. Only products meeting or exceeding this minimum standard shall be acceptable. 4. The receiving of a bid does not necessarily indicate the manufacturer’s standard product is acceptable.

Jan‐19 Wood Casework

Division 12‐17

5. Acceptable Alternative Manufacturer: Epoxyn Products, P.O. Box 232, 206 Allison Drive, Taylor, TX 76574, (512) 352‐5591

C. Faucets and Fixtures: 1. Project Standard: Faucets and fixtures are based upon products manufactured by Chicago Faucet Company, 2100 Clearwater Drive, Des Plaines, Illinois 60018. 2. The specifications outline minimum material and construction standards. 3. Only products meeting or exceeding this minimum standard shall be acceptable. 4. The receiving of a bid does not necessarily indicate the manufacturer’s standard fixtures shall be acceptable. 5. Acceptable Alternative Manufacturers (prior to bidding): a. WaterSaver Faucet Company, 701 West Erie Street, Chicago, IL 60610, (312) 666‐ 666‐5500 b. Wolverine Brass Company, 2951 Highway 501 East, Conway, SC 29526, (800) 944‐ 944‐9292 c. Chicago Faucet Company, 2100 Clearwater Drive, Des Plaines, IL 60018, (847)803‐5000

D. Fume Hoods: 1. Project Standard: Fume hoods are based upon products manufactured by Air Master Systems Corporation, 6480 North Center Drive, Muskegon, Michigan 49441. 2. The specifications outline minimum material and construction standards. 3. Only products meeting or exceeding this minimum standard shall be acceptable. 4. The receiving of a bid does not necessarily indicate the manufacturer’s standard fixtures shall be acceptable. 5. Acceptable Alternative Manufacturers: a. Labconco Corporation, 8811 Prospect Avenue, Kansas City, MO 64132, (800) 821‐ 821‐5525 b. BMC, 2835 Maffett St., Muskegon, MI 49444, (231)‐733‐1206 c. Iroquois, 2176 E. Laketon Ave., Muskegon, MI, 49442, (800)‐206‐0099

2.09 COLORS

A. Selected by the architect from the manufacturer’s standard color selection. Color selection shall include no less than ten standard colors.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install casework, components and accessories under manufacturer representative’s supervision whenever possible, using skilled labor especially trained for this work. Cabinets are to be installed in a professional and industry‐accepted manner, including all

Jan‐19 Wood Casework

Division 12‐18

scribes, moldings and necessary trim, complete and in operating condition according to outlined plans and specifications.

B. Set casework items plumb and square, securely anchored to building structure.

C. Furnish casework complete with trim strips, fillers, backs, etc., as may be required; all cutouts required for trim, sinks, etc., shall be made by the casework supplier.

D. Unless noted otherwise, furnish all sinks, faucets, bubblers, baskets, tailpieces, traps and gas cocks as shown on approved shop drawings for installation and hook‐up by Plumbing Contractor.

E. Fume hoods and exhaust booths shall be pre‐plumbed and pre‐wired.

F. The HVAC Contractor shall provide exhaust fans and motors.

G. Field touch‐up blemishes to original finish as approved and accepted by the Architect.

H. Discard or remove and replace damaged members.

3.02 ADJUSTING

A. Adjust doors, drawers, hardware and other moving or operating parts to function smoothly.

B. Adjustable shelves shall be installed consistent with the shop drawings.

3.03 CLEANING

A. All packaging material and installation‐related debris shall be placed in an owner‐provided dumpster on the construction site. The work area shall be left broom clean.

B. Installer shall remove all pencil marks, adhesive and sawdust resulting from this work.

C. Plastic laminate casework shall be cleaned inside and out to remove the installation related dust and debris.

3.04 PROTECTION OF INSTALLED CONSTRUCTION

A. Protection of installed casework shall be the responsibility of the general contractor or owner’s representative. The owner’s representative shall provide materials and labor.

END OF SECTION

Jan‐19 Wood Casework

Division 12‐19

LINTEL SCHEDULE FOR MASONRY ELECTRICAL MOUNTING HEIGHTS THERMAL & MOISTURE NOTES

5 5 7 9 3 /8" 5/8" 5/8" 5/8" 1'-0" 1'-2" 1. ALL DIMENSIONS ARE TO THE CENTER OF THE DEVICE UNLESS OTHERWISE NOTED. SEE 1. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED DETAIL ELECTRICAL DRAWINGS FOR TYPES AND LOCATIONS. HERIN: AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS. 2. RECEPTACLES: 18" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF 42 6 42 8 RECEPTACLE AT 2" ABOVE BACKSPLASH, AT LOCATIONS BELOW CASEWORK, MOUNT AT 24" 2. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH "ARCHITECTURAL SHEET M.O. A.F.F. METAL MANUAL" BY SMACNA. 3. WIREMOLD: 24" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF 3. PROVIDE AND INSTALL FLASHING AT ALL ROOF AND WALL CONDITIONS, PROJECTIONS 195 Scott Swamp Road UP TO 4'-8" L 3 1/2 x 3 1/2 x 5/16 WT 4 x 9 2L's - 3 1/2 x 3 1/2 x 5/16 L 4 x 4 x 5/16 + L 5 x 5 x 5/16 Combine Previous Details Combine Previous Details WIREMOLD AT 2" ABOVE BACKSPLASH) OF WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOR OPENINGS AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. Farmington, CT 06032 4'-8" TO 5'-8" L 4 x 3 1/2 x 5/16 WT 7 x 11 2L's - 4 x 3 1/2 x 5/16 L 4 x 4 x 5/16 + L 5 x 5 x 5/16 Combine Previous Details Combine Previous Details 4. EXTERIOR RECEPTACLES:A 24" A.F.G. (20" A.F.F.) qamarch.com 4. SLOPES OF 4" IN 12" OR GREATER: ASPHALT SHINGLE ROOFS SHALL HAVE AN 5'-8" TO 6'-8" L 5 x 3 1/2 x 5/16 WT 7 x 11 2L's - 5 x 3 1/2 x 5/16 L 6 x 4 x 5/16 + L 5 x 5 x 5/16 Combine Previous Details Combine Previous Details 5. SWITCHES: 48" A.F.F. UNDERLAYMENT OF NOT LESS THAN ONE PLY OF #15 FELT, APPLIED AS REQUIRED SECTION R-802 AND TABLE NUM. R-803.4. 6. BOILER EMERGENCY SWITCHES: 60" A.F.F. 6'-8" TO 7'-8" L 6 x 3 1/2 x 5/16 WT 7 x 13 2L's - 6 x 3 1/2 x 5/16 L 6 x 4 x 5/16 + L 5 x 5 x 5/16 Combine Previous Details Combine Previous Details 5. THE NET FREE VENTILATION AREA SHALL NOT BE LESS THAN 1 TO 150 OF THE AREA OF 7. DATA / PHONE OUTLETS: 18" A.F.F. THE SPACE VENTILATED EXCEPT THAT THE AREA MAY BE 1 TO 300, PROVIDED AT LEAST 50 7'-8" TO 10'-4" WT 8 x 15.5 W8x10 + PL 7 1/2 x 5/16 W8x13 + PL 9 1/2 x 5/16 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN 8. TV OUTLETS: 18" A.F.F. OR 18" BELOW FINISHED CEILING THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR 10'-4" TO 12'-4" W8x15 + PL 7 1/2 x 5/16 W8x18 + PL 9 1/2 x 5/16 CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE 9. WALL PHONE: 48" A.F.F. TO CENTER OF EARPIECE OR CORNICE VENTS. THE NET FREE CROSS-VENTILATION AREA MAY NOT BE LESS THAN 1 1. PROVIDE LINTELS, SHOWN OR NOT SHOWN ON DRAWINGS, OVER 4. ALL THE WALL AND LINTEL CONDITIONS SHOWN IN THIS SCHEDULE MAY TO 300 OF THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR BARRIER HAVING A ALL NOT 10. SECURITY KEYPAD: 48" A.F.F. TRANSMISSION RATE NOT EXCEEDING 1 PERM IS INSTALLED ON THE WARM SIDE OF THE OPENINGS IN MASONRY WALLS AS REQUIRED BY THE DESIGN APPLY TO THIS PROJECT CEILING. 2. ALL LINTELS ARE TO HAVE A MINIMUM BEARING LENGTH OF 8" AT EACH END 5. BOTTOM OR CLOSURE PLATES ONLY EXTEND FOR THE LENGTH OF THE 11. MICROPHONE WALL JACK: 18" A.F.F. M.O. 6. PROVIDE AND INSTALL BUILDING THERMAL INSULATION IN ACCORDANCE WITH THE 3. COMBINE VARIOUS WYTHES OF MASONRY AS REQUIRED TO SUITE WELD PLATES TO STRUCTURAL MEMBER 12. FIRE ALARM PULL STATION: 48" A.F.F. FOLLOWING: EACH 6. ALL LINTELS IN EXTERIOR WALLS ARE TO BE HOT-DIP GALVANIZED AFTER A. EXTERIOR WALLS: R-19 MINIMUM CONDITION FABRICATION 13. FIRE ALARM VISUAL / AUDIO INDICATING UNITS: 6'-8" TO BOTTOM OF UNIT C. FLAT CEILINGS: R-38 MINIMUM 14. AREA OF REFUGE CALL STATION: 48" A.F.F. D. CEILINGS OVER UNCONDITIONED SPACE: R-19 MINIMUM ACCESSIBLE FIXTURE MOUNTING HEIGHT FIRE PROTECTION SYSTEM NOTES E. FLOORS OVER OUTSIDE SPACE: R-30 MINIMUM 15. EMERGENCY SHUT-OFF SWITCH / PUSH BUTTON: 48" A.F.F. F. WALL ADJ. TO UNFINISHED SPACE: R-11 MINIMUM

1. ONE SMOKE ALARM SHALL BE PROVIDED IN EACH SEPARATE SLEEPING AREAS. 16. EMERGENCY CALL SWITCH: 36" A.F.F. 7. PROVIDE AND INSTALL BATT INSULATION AT WINDOW SHIM SPACES.

2. ONE SMOKE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE SLEEPING AREA 17. EMERGENCY CALL BELL / LIGHT: +/- 7'-6" A.F.F. - CENTER ABOVE DOOR 8. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND

" INT THE IMMEDIATE VICINITY OF THE BEDROOMS. ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES

' 18. WALL MOUNTED EXIT SIGNS: 7'-6" A.F.F. BEING SURE NOT TO COMPRESS GLASS INSULATION. 3 3. A SMOKE ALARM SHALL BE LOCATED ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. 19. WALL MOUNTED CLOCKS AND SPEAKERS: +/- 7'-6" A.F.F. COORD. WITH BLOCK 9. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING COURSING AS OCCURS. CONSULT ARCHITECT IF CEILING HEIGHT CONFLICTS. ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES

" L DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER

6 BEING SURE NOT TO COMPRESS GLASS INSULATION.

R LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER IS

. N LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 10. INSTALL VENTING IN SLOPED CEILING AREAS TO PERMIT AIRFLOW ALONG THE COOL

O . ELECTRICAL NOTES

" . SIDE OF THE INSULATION FROM THE EAVE TO RIDGE.

3 I

T 4. ALL SMOKE ALARMS SHALL BE INTER CONNECTED SUCH THAT ACTUATION OF ONE WILL

3 M

0 ' 1. ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO

2 ACTUATE ALL SMOKE ALARMS SIMULTANEOUSLY.

11. INSTALL EITHER INTERIOR AND/OR EXTERIOR FOUNDATION INSULATION AS REQUIRED

' COMMENCING WORK. " 4 BY LOCAL BUILDING CODES

1 5. ALL SPRINKLER PIPING IS TO BE LOCATED ABOVE FINISH CEILING UNLESS OTHERWISE NOTED. (UPPER LEVEL SPRINKLER PIPING TO EXTEND INTO THE ATTIC SPACE WHEN 2. ELECTRICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW 12. PROVIDE AND INSTALL JOINT SEALERS TO COMPLY WITH MANUFACTURER'S PRINTED URINAL LAVATORY WATER COOLER / DF P.T.D. INSULATED). COMPONENTS AS REQUIRED TO PROPERLY SERVICE THE SPACE(S) AFFECTED BY THIS INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED AND TO THE CONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTING ELECTRICAL SYSTEMS IS FOLLOWING SPECIFICATIONS: 6. SPRINKLER HEADS SHALL BE LOCATED AS SHOWN ON THE PLUMBING DRAWINGS. NECESSARY, SUCH MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF ELASTOMERIC SEALANT: ASTM C-926 5' - 0" THESE SYSTEMS. SOLVENT-RELEASE-CURING SEALANT: ASTM C-804 7. EXPOSED SPRINKLER INSTALLATION SHALL BE CAREFULLY COORDINATED IN THE FIELD LATEX SEALANT: ASTM C-790 1' - 0" 3' - 6" TO AVOID CONFLICTING WITH LIGHTING AND OTHER CEILING MOUNTED EQUIPMENT. 3. COORDINATE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER ACOUSTICAL SEALANT: ASTM C-919 THE WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL. R.H. 13. PROVIDE AND INSTALL GUTTERS AND DOWNSPOUTS AS PER SMACNA ARCHITECTURAL 3' - 4" TOILET PARTITION 18"G.B. 4. PERFORM ALL NEW ELECTRICAL WORK IN ACCORDANCE WITH LOCAL CODES AND SHEET METAL MANUAL. MECHANICAL NOTES ACCEPTED STANDARDS OF PRACTICE. 18" G.B. 3' - 0" 6" 5. COORDINATE THE FINAL LOCATION OF ALL ELECTRICAL DEVICES AND THEIR INTENDED

" " 1. MECHANICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO .

/ 36" G.B. N OPERATION WITH THE OWNER.

1 COMMENCING WORK. NOTIFY THE ARCHITECT OF ANY CONDITIONS WHICH MAY ADVERSELY

5 1 AFFECT THE PROPER INSTALLATION OF THE NEW SYSTEMS.

2. MECHANICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW

42" G.B. "

0 COMPONENTS AS REQUIRED TO PROPERLY CONDITION THE SPACE(S) AFFECTED BY THIS

" 1' - 6"

8" 4 T.P.D. '

" "

" 4 CONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTING SYSTEMS IS NECESSARY,

0 0

- -

' ' . SUCH MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE

3 3

. RENOVATION OF SCIENCE

" "

H SYSTEMS OR COMPONENTS.

5 5

- -

' '

0 S.N.

1 1

5 ' LABORATORIES AT:

1 R. 1 3. COORDINATE MECHANICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THE WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL. WATER CLOSET (SIDE VIEW) WATER CLOSET (FRONT VIEW) PRESTON 4. PERFORM ALL NEW MECHANICAL WORK IN ACCORDANCE WITH LOCAL CODES AND ccollier.rvt ACCEPTED STANDARDS OF PRACTICE. PLAINS MIDDLE

' 3 WALL TYPES SCHOOL

5 PRESTON, CT

C " 7 1/4" VARIES

6 H MIRROR AND

' Project #:

" EXTEND STUDS & C 1927

SHELF WIDTH 0 EXTEND STUDS &

O - GYPSUM BOARD TO

1 TOP

TO - TOP 3 VARY

" TO GYPSUM BOARD TO ' STRUCTURE ABOVE.

2 P

P STRUCTURE ABOVE. ' SEAL TO PROVIDE 4 SEAL TO PROVIDE SMOKE RESISTANT 3 1/4" SEPARATION SMOKE RESISTANT CEILING CEILING SEPARATION SEAL TO SN.V.M. HAIR/HANDDRYER S.S. MIRROR & SHELF CEILING CEILING UNDERSIDE OF CEILING CEILING CEILING CEILING ACOUSTICAL BATT DECK, TYP. 6" MIN. 6" INSULATION ACOUSTICAL BATT 2' - 8" 3' - 0" INSULATION 1' - 6" ADJ. 25 GA METAL STUD @ 16" O.C. SHOWER 25 GA METAL 25 GA METAL FINISHED FACE CMU HEAD STUD @ 16" O.C. STUD @ 16" O.C. dle School Labs_CENTRAL MODEL_ BLOCK WALL, PTD.

2 PLAN 1' - 4" PLAN CONTROL 1' - 4" 1' - 8" PLAN

MOUNTING PLAN

1' - 7" AREA 3 - FOLD

5/8" MOISTURE &

' 7 DOWN 10" 5/8" ABUSE RESISTANT 1 ABUSE RESISTANT HC GWB, BOTH SIDES 5/8" ABUSE RESISTANT GWB; UP TO MIN. OF

" SEAT 6" PAST CEILING

GWB, BOTH SIDES

- 18"X30" ONE

' 3 SET ALL TRACKS IN 2

" PIECE G.B. 2 RECESSED SET ALL TRACKS IN

6 ADDENDUM #4 2/6/20

- SET ALL TRACKS IN 2 CONTINUOUS BEADS 2 CONTINUOUS ' SOAP

1 OF ACOUSTICAL DISH CONTINUOUS BEADS BEADS OF Revisions OF ACOUSTICAL SEALANT- TYP. ACOUSTICAL EMERGENCY EYEWASH/SHOWER HANDICAPPED SHOWER UNIT SEALANT- TYP. SEALANT- TYP. Issue Dates: BOTTO BOTTOM BOTTOM BOTTOM M TYPE A1: (6" STUD) TYPE B1: (3 5/8" STUD) TYPE C1: (2 1/2" STUD) TYPE D1: (8" CMU INFILL) 4 UL 419 (STC 49) TYPE B2: (6" STUD) TYPE D2: (6" CMU INFILL) CONSTRUCTION DOCUMENTS 1HR RATED WALL

C:\Revit Local\Preston Plains Mid JANUARY 24, 2019

2 WALL TYPES G1.1 1/2" = 1'-0" GENERAL INFORMATION

G1.1 2/6/2020 1:57:13 PM KEYNOTE LEGEND DEMOLITION GENERAL NOTES Key Value Keynote Text

D01 DEMO EXISTING TEACHERS STATION 1. REMOVE ALL MATERIALS, ASSEMBLIES AND CONSTRUCTED ELEMENTS AS REQUIRED TO COMPLETE, CUT & CAP ALL MEP SYSTEMS AT ACCOMMODATE THE NEW CONSTRUCTION. STATION. 2. PROTECT ALL EXISTING FINISHES AND SPACES NOT AFFECTED BY THE CONSTRUCTION D02 DEMO EXISTING LAB WORKSTATION OR DIRECTLY ADJACENT TO THE CONSTRUCTION. ALL EXISTING FINISHES AFFECTED BY COMPLETE, CUT & CAP ALL MEP SYSTEMS AT THE DEMOLITION WORK ARE TO BE RETURNED TO A STATE OF FINISH EQUIVALENT TO THAT STATION. 195 Scott Swamp Road PRIOR TO COMMENCEMENT OF THE WORK. 7' - 0" V.I.F. APPROXIMATE LOCATION D03 DEMO EXISTING CABINET Farmington, CT 06032 OF NEW WALL ASSEMBLY D04 DEMO EXISTING EMERGENCY SHOWER & EYE 3. PROVIDE DUST-PROOF PARTITIONS SEPARATING THE DEMOLITION AND WORK AREAS qamarch.com WASH STATION, CUT AND CAP ALL PLUMBING. FROM AREAS UNAFFECTED BY THE CONSTRUCTION. D05 REMOVE EXISTING WHITEBOARD AND

. TACKBOARDS, SAVE TO BE REINSTALLED IN 4. CLEAN ALL AREAS OF THE PROJECT PERIODICALLY TO MAINTAIN A SAFE AND CLEAR

I WORKING ENVIRONMENT. PROVIDE FINAL CLEANING OF THE ENTIRE PROJECT SITE AT THE . INDICATED LOCATIONS.

" D06 REMOVE DOOR AND FRAME IN ITS ENTIRETY, COMPLETION OF THE PROJECT WORK.

' TYP. 7 D10 5. PROVIDE TEMPORARY SHORING OR BRACING AS REQUIRED TO PROPERLY COMPLETE D10 D07 REMOVE WALL IN ITS ENTIRETY, TYP. D10 THE WORK. COORDINATE SHORING WITH ALL SUB-CONTRACTORS, AND NOTIFY THE D10 D08 REMOVE EXISTING FLOOR FINISH, TYP. D10 D10 ARCHITECT OF ANY PROBLEMS OR CONCERNS IMMEDIATELY. D10 DEMO EXISTING LIGHTS 6. ENSURE THAT EXISTING MECHANICAL AND ELECTRICAL SYSTEMS CONTINUE TO FUNCTION AS PRACTICAL THROUGHOUT THE CONSTRUCTION PROCESS. COORDINATE NOT IN D10 DEMO NOT IN WITH THE OWNER DIRECTLY ANY TIME PERIODS DURING WHICH ESSENTIAL SERVICES MAY SCOPE DEMO CEILING CEILING SCOPE BE NON-FUNCTIONING OR DISCONNECTED. COMPLETE COMPLETE 7. REMOVE EXISTING ROOF AND SIDING AS REQUIRED TO ACCOMMODATE THE NEW DEMO CONSTRUCTION. ERECT TEMPORARY BARRIERS OR PROTECTIONS AS NECESSARY TO CEILING 1 PROTECT THE EXISTING BUILDING FROM THE ELEMENTS DURING THE CONSTRUCTION COMPLETE D10 PROCESS. DEMO CEILING COMPLETE

9. CONTRACTOR AND ALL TRADE CONTRACTORS SHALL BE RESPONSIBLE FOR E.T.R. ASCERTAINING ALL REQUIREMENTS OF DEMOLITION WORK BASED ON A COMBINATION OF ALL DRAWINGS AND SPECIFICATIONS: ARCHITECTURAL, DEMOLITION, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION, AS WELL AS DETAILED SITE INVESTIGATION OF EXISTING CONDITIONS. DEMOLITION SHALL INCLUDE ALL WORK REQUIRED TO ACCOMMODATE NEW WORK WHETHER OR NOT SPECIFICALLY SHOWN IN THE CONSTRUCTION DOCUMENTS. 4 EXISTING TO REMAIN, 10. THE CONTRACTOR AND ALL TRADE CONTRACTORS SHALL COMPLY WITH ALL STATE OF CONNECT GRID TO NEW CONNECTICUT BUILDING CODES AND AUTHORITIES HAVING JURISDICTION AND OSHA WALLS REQUIRMENTS FOR HAZARD PROTECTION.

11. THE CONTRACTOR AND ALL TRADE CONTRACTORS SHALL ENSURE THAT ALL DEMO CONSTRUCTION METHODS USED WILL NOT CAUSE DAMAGE TO ADJACENT MATERIALS OR CONSTRUCTION TO REMAIN. THE CONTRACTOR AND ALL TRADE CONTRACTORS SHALL REPAIR ANY DAMAGE OR DISTRUBANCE TO EXISTING CONDITIONS AT NO COST TO THE OWNER.

NOT IN 12. ALL EXISTING FURNITURE WILL BE REMOVED BY THE OWNER PRIOR TO THE START OF SCOPE CONSTRUCTION.

ALTERNATE LEGEND 2 DEMO- RCP - LEVEL 2 D1.1 1/8" = 1'-0" - ALTERNATE #1 - GARDEN BOX WINDOW: INSTALL A VINYL GARDEN BOX WINDOW IN 6TH GRADE SCIENCE CLASSROOM.

- ALTERNATE #2 - FUME HOOD: INSTALLATION OF THE FUME HOOD LOCATED IN SCIENCE LAB 202. REFER TO REQ. MEP CONNECTIONS ASSOCIATED WITH THIS INSTALLATION.

- DEDUCT ALTERNATE #3 - SCIENCE LAB 201 SCOPE REDUCTION: REMOVE ALL SCOPE OF WORK LOCATED IN SCIENCE LAB 201 AS INDICATED IN THE DRAWINGS. RENOVATION OF SCIENCE LABORATORIES AT: PRESTON DEMO LEGEND ccollier.rvt

EXISTING WALL PLAINS MIDDLE ALTERNATE #1: DEMO EXISTING WINDOW COMPLETE D02 D02 D02 DEMOLISHED WALL SCHOOL

NOT IN SCOPE OF WORK PRESTON, CT Project #: D07 D07 D02 D02 1927 EXISTING DOOR 30' - 1" 16' - 3 1/2" 30' - 1"

D06 0 D06

D02 '

8 1 D02 D08 DEMOLISHED DOOR NOT IN NOT IN SCOPE D05 D05 SCOPE D01 D01 SCIENCE D07 D08 CLASSROOM 201 2 D02 2 D08 D02 D08 dle School Labs_CENTRAL MODEL_

- 4' - 8"

1 DEMO EXISTING WALL

. D04 D02 D03 - D03 D04 D02

M 3 JAN. CL. 200A

5 LOCKERS DEMO EXISTING PORTION ADDENDUM #4 2/6/20 OF LOCKER CURB TO BE RELOCATED ADDENDUM #2 2/3/20 4 Revisions

Issue Dates:

NOT IN CONSTRUCTION DOCUMENTS

C:\Revit Local\Preston Plains Mid SCOPE JANUARY 24, 2019

DEMOLITION FLOOR PLAN

1 DEMO - LEVEL 2 D1.1 1/8" = 1'-0" D1.1 2/6/2020 1:57:13 PM NEW PRODUCT INFORMATION KEYNOTE LEGEND Key Value Keynote Text - ALTERNATE #1 - GARDEN BOX WINDOW: - TACKBOARD ASSEMBLY: BASIS OF DESIGN: HARVEY BP - VINYL GARDEN WINDOW BASIS OF DESIGN: CLARIDGE PRODUCTS AND EQUIPMENT SIZE: 60" W X 60"H INC. A12 NEW EMERGENCY EYE WASH STATION GLASS: 1" CLEAR LOW E/ ARGON TEMPERED INSULATED GLASS SERIES 1 A13 NEW 12'W X 4'H DRY ERASE BOARD ACCESSORIES: 1" INSULATED SEATBOARD, 1 GLASS SHELF UNIT MATERIAL: 1/4" MIN. LINOLEUM RESILIENT TACKABLE A14 NEW 4'W X 4'H TACK BOARD 195 Scott Swamp Road FINISHES: SURFACE A16 NEW ADA COMPLIANT REFRIGERATOR AND INTERIOR/ EXTERIOR COLOR: WHITE (STANDARD) COLOR: TBD FROM MANUFACTURERS STANDARD COLOR FREEZER:BASIS OF DESIGN GE ENERGY STAR MODEL# Farmington, CT 06032 HEADBOARD: BIRCH VENEER (STANDARD) SELECTION. GTE15CTHRWW, OR EQUAL qamarch.com SEATBOARD: BIRCH VENEER (STANDARD) ACCESSORIES: A18 33" FLAT SCREEN DISPLAY MONITORS, PROVIDED BY JAMBS: BIRCH VENEER (STANDARD) - ALUMINUM FRAMES & TRIMS OWNER * AAMA CERTIFIED R-50 RATING - CHALKTRAY: MANUFACTURERS STANDARD, CONTINUOUS A19 55" FLAT SCREEN DISPLAY MONITOR, PROVIDED BY OWNER - TD1: TEACHER DEMO STATION: - 2" CONTINUOUS MAPRAIL WITH END STOPS, 1 FLAG BASIS OF DESIGN: KEWAUNEE - MATRIX INSTRUCTOR STATION HOLDER MODEL: X23 OR EQUAL AND TWO MAP HOOKS FOR EVERY 48" OF MAP RAIL. ALTERNATE LEGEND - MARKERBOARD ASSEMBLY: BASIS OF DESIGN: CLARIDGE PRODUCTS AND EQUIPMENT INC: SERIES 1 OR EQUAL. - ALTERNATE #1 - GARDEN BOX WINDOW: INSTALL A VINYL MATERIAL: PORCELAIN- ENAMEL GARDEN BOX WINDOW IN 6TH GRADE SCIENCE CLASSROOM. FINISH: GLOSS FINISH (MARKERBOARD) LOW GLOSS WHITE ACCESSORIES: - ALTERNATE #2 - FUME HOOD: INSTALLATION OF THE FUME HOOD - ALUMINUM FRAMES & TRIMS LOCATED IN SCIENCE LAB 202. REFER TO REQ. MEP CONNECTIONS - CHALKTRAY: MANUFACTURERS STANDARD, CONTINUOUS ASSOCIATED WITH THIS INSTALLATION. - 2" CONTINUOUS MAPRAIL WITH END STOPS, 1 FLAG HOLDER AND TWO MAP HOOKS FOR EVERY 48" OF MAP RAIL. - DEDUCT ALTERNATE #3 - SCIENCE LAB 201 SCOPE REDUCTION: REMOVE ALL SCOPE OF WORK LOCATED IN SCIENCE LAB 201 AS INDICATED IN THE DRAWINGS.

ALTERNATE #1: GARDEN WINDOW, BASIS OF DESIGN: HARVEY BP: GARDEN WINDOW 60"W X 60" H. INSTALL PER MANUFACTURERS INSTALLATION 6' - 5" 8' - 11" 6' - 3" 8' - 9" INSTRUCTIONS. 2' - 8" 6' - 4" EQ EQ 4' - 3" 4' - 6 1/4"

2' - 0" A18 4 A18

" 4 A4.0 '

" B1 - 1

' 4 3 A3.0 1 A14 CONTRACTOR TO A12 A4.0 A14 PROVIDE CONTINUOUS SMOKE RATED WALL B1 2 ASSEMBLY BETWEEN 202B CLASSROOM 201 AND 202 SCIENCE LAB ROOM 4' - 6" A4.1 202 INSTALL NEW RENOVATION OF SCIENCE NOT IN DOOR IN EXISTING SCOPE LABORATORIES AT: OPENING "

11 0 NOT IN

A13

SCIENCE ' SCOPE TD1: KEWAUNEE MATRIX 4 " 5 A3.0

A14 1

CLASSROOM - INSTRUCTOR STATION - EQ EQ PRESTON '

201 1 MODEL X23 OR EQUAL ccollier.rvt

2 / ALTERNATE #2: FUME HOOD

1 A13 PLAINS MIDDLE

' 10 1 2 2' - 0" ' - A4.1 0 8 " SCHOOL A4.1 50° 1 EQ 2'-1" +/- 7'-0" +/- 6 10'-4" +/- 7'-0" +/- 2 5 ' '- - 6 2 " " + PRESTON, CT 1 A19 / A14 50° A - A4.1 " Q

3 E

Project #:

" 1927 - 202C

8 A14 -

C1 B1 1 4 " 5 2 B1 0 B1 0 °

- PREP ROOM

4 INSTALL NEW EYEWASH 1 ° 202A 2 0 0 2 B1 STATION IN SAME LOCATION ° AS EXISTING. 1 4' - 0" 2' - 1" B1 10' - 8" - 10' STG. RM. 3 A4.0

" . STG. RM.

4 201A

- 4' - 2"

201A

M 202B 3 C1 A16 A12 2 B2 JAN. CL. 202D

" 8 200A D1 2' - 0"

202A dle School Labs_CENTRAL MODEL_ REF.

D2 "

1 D2 D1 1' - 0" 3' - 4" 4" M.O. 2' - 8" D1 14' - 8" 6' - 5" 6' - 0" INSTALL NEW CONTRACTOR TO INFILL EXISTING 5 LOCKERS LOCKER CURB TO MAINTAIN EXISTING DOOR OPENING WITH RELOCATED MATCH ADJACENT. CONTINUOUS 1HR FIRE 8" CMU WALL CORRIDOR Sim 4 200 5 RATED CORRIDOR WALL A4.0 ASSEMBLY, TYP. ADDENDUM #4 2/6/20 Revisions

Issue Dates:

CONSTRUCTION DOCUMENTS

C:\Revit Local\Preston Plains Mid JANUARY 24, 2019

NOT IN SCOPE FLOOR PLAN

1 LEVEL 2 A1.1 1/4" = 1'-0" A1.1 2/6/2020 1:57:06 PM PRODUCT CODES #12 GA. VERTICAL HANGER 3 TURNS MIN. WIRE @ 4'-0" O.C. IN 1/2", TYP. MARK PRODUCT INFORMATION / BASIS OF DESIGN

A COLUMBIA LIGHTING; CFP 2'X2'

X 4 A 5 .0 M 0 ° ° B XACARA CL 0 M 195 Scott Swamp Road .0 5 A 4 X ACOUSTIC Farmington, CT 06032 CEILING PANEL C 6" DIAMETER MUD IN RECESSED CAN LIGHT qamarch.com

0 X 45 DEG. SPLAY WIRE ° A RC NEW REEL CORDS FOR MOVABLE STUDENT LAB STATIONS M

M EL: VARIES BRACING IN PLANE OF MAIN A 6" EXTRUDED °

X RUNNERS. ALL WIRES 0 ALUMINUM 0

ATTACHED TO MAIN RUNNER. 5 PERIMETER TRIM. 2'X2' ACOUSTIC PANEL CEILING & GRID W/ 6" CLOUD TRIM ON EXPOSED 4 APC1 4 DIRECTIONS. COORDINATE WITH ACOUSTIC ENDS. MANUFACTURERS CEILING PANEL INSTALLATION 2" INSTRUCTIONS ACOUSTIC CEILING EXPOSED CEILING TO BE PAINTED ROOF DECK AND JOISTS COMPLETE; MAX PANEL EDGE TRIM ECG1 COLOR: TBD REF. TO RCP 2'X2' PAINTED COLOR CEILING GRID TO BE INSTALLED; BASIS OF SPLICE FACE OF GYP. BOARD DESIGN: ARMSTRONG 360 PAINTED GRID 15/16". RAL COLOR: RAL 2003 CROSS RUNNER WALL OF MASONRY WALL, MAIN RUNNER SEE FLOOR PLANS PGB1 PAINTED GYPSUM BOARD CEILNG, FLAT FINISH, WHITE

6 TYP. SEISMIC CEILING DETAIL 5 TYP. CLOUD TRIM DETAIL 4 TYP. ACOUSTIC CEILING EDGE DETAIL A2.0 1 1/2" = 1'-0" A2.0 1 1/2" = 1'-0" A2.0 1 1/2" = 1'-0"

Sim Sim Sim 4 4 4 A2.0 A2.0 A2.0

4° 11 10 9°

A BB AAA

9' - 0" 152° AAA

3 RC RC 7 ° ATTACH STUD FRAMING TO UNDERSIDE OF ROOF RC APC1 RC DECK, TYP. LEVEL 3 APC1 Sim Sim 5 5 9' - 0" 24' - 0" EXPOSED PORTION OF RENOVATION OF SCIENCE A2.0 B B A2.0 AAA ROOF DECK AND METAL JOISTS TO BE PAINTED, LABORATORIES AT:

° SCIENCE LAB COLOR TBD NOT IN A 6 4 SCOPE 1 ROOM A A A PRESTON PRJ. BY OWNER, NOT IN ccollier.rvt 202 CONTRACTOR TO SCOPE PROVIDE DATA SCIENCE RC RC 1 ECG1 3 PLAINS MIDDLE AND POWER IN CLASSROOM 6

° PRJ. BY OWNER, CEILING, TYP. 201 9' - 6" CONTRACTOR TO PROVIDE DATA 9' - 4" SCHOOL APC1 3 AND POWER IN A2.0 CEILING, TYP.

B B . AAA " P 1 4 Y 7 - PGB1 0 ALTERNATE #2: ' T 0° 3

, PRESTON, CT 0 ° FUME HOOD G

N I Project #:

C 1927

AA 6

8' - 0"

C C C 4

3 8' - 0" C T PGB1

- 2

- 9' - 6"

A2.0 M ' ALIGN STG. RM. 5 201A PREP ROOM 202A A STG. RM. ECG1 AA AAA 202B PGB1 APC1 A JAN. CL. C 200A 5/8" G.W.B., PAINTED 3 1/2" MTL STUD 9' - 0" RETURN TO MATCH FRAMING, TYP. PGB1 dle School Labs_CENTRAL MODEL_ E.T.R. APC1 9' - 0" 5/8" G.W.B.

Sim 8' - 0" 4 A2.0 Sim 4 4 PGB1 A2.0

CORRIDOR 3 TYP. GWB SOFFIT DETAIL 2 ADDENDUM #4 2/6/20 200 A2.0 1 1/2" = 1'-0" Revisions

Issue Dates:

UNDERSIDE OF ROOF DECK

SUSPENSION 3 1/2" MTL STUD CONSTRUCTION DOCUMENTS

C:\Revit Local\Preston Plains Mid WIRE , TYP. FRAMING, TYP. JANUARY 24, 2019

ACOUSTIC 5/8" G.W.B. PANEL CEILING

& GRID, TYP. 6

M NOT IN REFLECTED CEILING PLAN SCOPE

1 LEVEL 2 RCP 2 TYP. GWB SOFFIT DETAIL 1 A2.0 1/4" = 1'-0" A2.0 1 1/2" = 1'-0" A2.0 2/6/2020 1:57:08 PM CABINET PRODUCT INFORMATION KEYNOTE LEGEND Key Value Keynote Text 1. WOOD CABINETS: BASIS OF DESIGN - PRODUCT: KEWAUNEE SCIENTIFIC CORPORATION; LABORATORY PRODUCTS GROUP OR EQUAL A01 WOOD LABORATORY CABINETS, TYP. - MODEL: SIGNATURE SERIES A03 EPOXY RESIN COUNTER TOP - DESIGN: STYLE 5 (FLUSH OVERLAY WITH 1/8" REVEAL BETWEEN ADJACENT DOORS AND DRAWERS) A04 ADA - STUDENT EPOXY RESIN SINK - HARDWARE: GENERALLY PROVIDE HEAVY DUTY HARDWARE. A05 STANDARD - STUDENT EPOXY RESIN SINK PULLS: SQUARE ALUMINUM PULLS (OPTION 8) HINGES: STAINLESS STEEL FIVE KNUCKLE (OPTION 0) A06 ADA - TEACHER EPOXY RESIN SINK 195 Scott Swamp Road CATCHES: MAGNETIC CATCHES A07 EPOXY PEGBOARD W/ REMOVABLE 3/8" PEGS & Farmington, CT 06032 SLIDES: SIDE MOUNTED, EPOXY COATED STEEL, HEAVY DUTY GRADE 1HD-100 AND GRADE 1HD-200): FULL EXTENSION, BALL BEARING TYPE. STAINLESS STEEL DRIP THROUGHS & DRAIN LABEL HOLDERS: BASIS OF DESIGN - DOUG MOCKETT & COMPANY, INC.; CF1-94. OUTLET qamarch.com LOCKS: PIN TUMBLER LOCKS, KEYED ALIKE THROUGHOUT ENTIRE CLASSROOM. PROVIDE 2 SETS OF MASTER KEYS A08 SAFETY GOGGLE SANITIZING CABINET; BASIS ADJUSTABLE SHELF SUPPORT PINS: PROVIDE STANDARD ADJUSTABLE SHELF PINS AS NOTED. OF DESIGN FLINN SCIENTIFIC INC.; GOGGLE STORAGE CENTER - FINISH: TO BE SELECTED FROM MANUFACTURERS FULL RANGE OF STANDARD COLORS A09 ADA COMPLIANT WOOD SINK APRON A10 FINISHED CABINET END PANEL 2. EPOXY COUNTER TOPS: - PRODUCT: TOTAL LAB SOLUTIONS; DURATOP OR EQUAL A11 4" HIGH EPOXY RESIN BACKSPLASH, TYP. - COLOR: BLACK A17 PAINTED WIRE MOLD TO ENCLOSE REQUIRED - GENERAL REQUIREMENTS: PROVIDE UNITS WITH SMOOTH SURFACES IN UNIFORM PLANE, FREE OF DEFECTS. WIRING TO DISPLAY MONITORS MAKE EXPOSED EDGES AND CORNERS STRAIGHT AND UNIFORMLY BEVELED. PROVIDE 1 INCH OVERHANG WITH A18 33" FLAT SCREEN DISPLAY MONITORS, CONTINUOUS DRIP GROOVE ON UNDERSIDE 1/2" FROM THE EDGE. FABRICATE WITH FACTORY CUTOUTS FOR PROVIDED BY OWNER SINKS, HOLES FOR SERVICE FITTINGS AND ACCESSORIES, AND WITH BUTT JOINTS ASSEMBLED WITH EPOXY ADHESIVE AND CONCEILED METAL SPLINES.

3. EPOXY SINKS: - EPS-1: STUDENT SINK (ADA): DURCON MODEL A25: INSIDE DIMENSION OF 18"X15"X5" DEEP WITH CORNER DRAIN. - EPS-2: STUDENT SINK (STANDARD): DURCON MODEL D25: INSIDE DIMENSION OF 18"X15"X7.9" DEEP, WITH CORNER DRAIN. - EPS-3: TEACHER STATION (ADA): DURCON MODEL A07: INSIDE DIMENSION OF 14"X14"X5" DEEP WITH CORNER DRAIN. - FABRICATION: MOLDED IN ONE PIECE WITH SMOOTH SURFACES; COVED CORNERS, AND BOTTOM SLOPED OUTLET 1/2" MIN. THICKNESS. A. PROVIDE WITH POLYPROPYLENE STRAINERS AND TAILPIECES B. PROVIDE INTEGRAL SINKS IN EPOXY COUNTERTOPS, BONDED TO COUNTERTOPS WITH INVISIBLE JOINT LINE.

4. LABORATORY ACCESSORIES: - PEGBOARDS: EPOXY PEGBOARDS, BASIS OF DESIGN TOTAL LAB SOLUTIONS; DURATOP EPOXY LAB PEG BOARD, REFER TO ARCHITECTURAL DETAILS FOR SIZES. - SAFETY GOGGLE SANITIZING CABINET: BASIS OF DESIGN - FLINN SCIENTIFIC INC.; GOGGLE STORAGE CENTER, WITH A CAPACITY OF NOT LESS THAN 24.

5. WATER AND LABORATORY GAS SERVICE FITTINGS: - MANUFACTURER: WATERSAVER FAUCET CO. OR EQUAL - FAUCET AND GAS FITTINGS REQUIRED AT LAB STATIONS AT LOCATIONS WHERE MEP CONNECTIONS ARE INDICATED ON THE MEP DRAWINGS, TYP. - ADA SINK LOCATIONS TO HAVE WRISTBLADE LEAVER HANDLES, TYP. 4

1' - 0" V.I.F.

Sim Sim 9 2 A4.1 A4.1 4 104"

32" 12" 30" 30" A08 A01 A07 A07

- RENOVATION OF SCIENCE

' 3 A11

A11 0 LABORATORIES AT:

3 A03 A06 A09 " 1 PRESTON

ccollier.rvt EXISTING LOCERS TO BE

. " A01

0 F RELOCATED ONTO NEW

- I

. ' CURB AS INDCIATED ON A03 Sim Sim

V 6 PLAINS MIDDLE 3 1

PLANS. "

4 /

A4.1 A4.1 1

WALL

" "

A01 4 4 A10 A10 SCHOOL A09

A10 4

- 3 30" x 27"

' NEW CONCRETE LOCKER CURB. PRESTON, CT

3 KNEE "

CONTRACTOR TO MATCH EXISTING 4 LOCKER CURB ELEVATION OF CLEARANCE 3 Project #: 1927 ADJACENT LOCKERS, TYP.

NEW COVE BASE TO BE 18" 31" 2" INSTALLED TO MATCH EXISTING, Sim TYP. Sim 7 2" 30" 12" 30" 30" " "

4 4 1 4 4 A4.1 A4.1

5 TYP. LOCKER SECTION DETAIL 3 PREP ROOM MILLWORK ELEVATION 2 2 PREP ROOM MILLWORK ELEVATION 1 A4.0 3/4" = 1'-0" A4.0 1/2" = 1'-0" A4.0 1/2" = 1'-0" dle School Labs_CENTRAL MODEL_

Sim 2 A07 A4.1 A01 EQ EQ 8 3/4" 19" A17 A17 A08 32" 76" A18 A07 A18

4 A04 A11

A03 9 A03 2 A11 A09 ADDENDUM #4 2/6/20 A01 A05 A04 A09 A01 A05 A03 A05 A11 " Revisions A01 8

2 A01 A01 A05 Issue Dates: A10 A01 A09

2 / A10

4 CONSTRUCTION DOCUMENTS

C:\Revit Local\Preston Plains Mid JANUARY 24, 2019

3 30" x 27" 30" x 27" 30" x 27" 30" x 27"

3 3 KNEE KNEE KNEE KNEE CLEARANCE CLEARANCE CLEARANCE CLEARANCE MILLWORK ELEVATIONS & DETAILS 15" 30" 15" 31" 31" 15" 30" A10 A10 1 1/4" 30" 30" 30" 15" 15" 30" 15" 31" 31" 15" 30" 30" 15" 30" 30" 15" Sim Sim Sim 3 7 4 Sim Sim Sim 1 7 Sim A4.1 A4.1 A4.1 4 3 A4.1 A4.1 A4.1 A4.1

4 SCIENCE LAB 201 - CASEWORK ELEVATION 1 1 SCIENCE LAB 202 - CASEWORK ELEVATION 1 A4.0 1/2" = 1'-0" A4.0 1/2" = 1'-0" A4.0 2/6/2020 1:57:11 PM 59" V.I.F. PHYSICS BAR

WOOD FINISH TO PHYSICS BAR MATCH NEW CABINETS

EPOXY COUNTERTOP, TYP. CABINET HARDWARE: REFER TO FINISH SCHEDULE POWER DATA WOOD SHELVES, RECEPTACLE FINISHED ALL SIDES WOOD TOEKICK TO MATCH CABINET 195 Scott Swamp Road WOOD TOEKICK TO FINISH WORK STATION Farmington, CT 06032 MATCH CABINET FINISH qamarch.com

1" EPOXY COUNTERTOP, TYP.

" "

1 1

11 TD1 ELEVATION A 6 TD1 ELEVATION C A4.1 1" = 1'-0" A4.1 1" = 1'-0"

ALTERNATE #2: FUME HOOD Sim Sim 2 2 A4.1 A4.1 24" SOFFIT WITH RECESSED 24" 24" LIGHTING, REFER TO RCP'S

CABINET HARDWARE, REFER TO FINISH SCHEDULE COMPUTER MONITOR MOUNT

29 1/2" V.I.F. 1" EPOXY 28 1/4" V.I.F. COUNTERTOP. DUCTED FLOW FUME RENOVATION OF SCIENCE TYP. CUPBOARD 4 LABORATORIES AT: WOOD FINISH TO CABINETS HARDWARE, MATCH NEW 1" EPOXY LOCKABLE, WOOD REFER TO FINISH SCHEDULE PRESTON CABINETS COUNTERTOP, TYP. LABORATORY ccollier.rvt

CASEWORK, TYP. "

" "

1 1

" " 4 PLAINS MIDDLE

4 4 CABINET 8 8

1 HARDWARE: REFER TO FINISH LOCKABLE, WOOD SCHOOL SCHEDULE LABORATORY CASEWORK, TYP. WOOD FINISH TO PRESTON, CT MATCH NEW CABINETS

" "

6 6 Project #: 1927 3 3 ADJUSTABLE WOOD SHELVES,

3 FINISHED ALL SIDES

WOOD TOEKICK TO MATCH CABINET 3" FINISH BLOCKING, TYPICAL

" " WOOD TOEKICK TO 4 4 MATCH CABINET WOOD TOEKICK TO FINISH MATCH CABINET FINISH

3" dle School Labs_CENTRAL MODEL_

10 TD1 ELEVATION B 8 TD1 ELEVATION D 5 Elevation 3 - c 2 TALL CABINET A4.1 1" = 1'-0" A4.1 1" = 1'-0" A4.1 1" = 1'-0" A4.1 1" = 1'-0" EXISTING RADIANT BASE BOARD EP1 - EPOXY EXISTING RADIANT BASE EP1 - EPOXY BACKSPLASH, HEATER, TO REMAIN, CASEWORK TO BACKSPLASH, TYP. BOARD HEATER TO REMAIN. TYP. CASEWORK TO BE BE INSTALLED UP AGAINST SYSTEM IF INSTALLED UP AGAINST LOCATED ON AN EXTERIOR WALL. EP1 - EPOXY COUNTER SYSTEM IF LOCATED ON AN REF. TO PLANS, TYP. TOP 1-1/2" THICK (3/4" EP1 - EPOXY COUNNTER EXTERIOR WALL. REF. TO 25" SLAB) WITH BEVEL 25" TOP 1-1/2" THICK EP1 - 4" HIGH EPOXY COUNTERTOP (3/4" SLAB) PLANS, TYP. 5" 1" 25" SQUARE EDGE, REFER BACKSPLASH, TYP. WITH BEVEL SQUARE EDGE

" " TO FINISH SCHEDULE ADDENDUM #4 2/6/20

4 5" 1" 25" 4

2 EP1 - 4" EPOXY BACKSPLASH 2

/ / ROLLING WOOD

& COUNTER TOP, TYP. ROLLING WOOD DRAWER, Revisions

1 EP1 - EPOXY COUNTERTOP WITH 1 DRAWER, LOCKABLE,

" " LOCKABLE

4 4 BEVELED EDGE, TYP. TYPICAL 12" ADA COMPLIANT EPOXY Issue Dates: BLOCKING, CABINET HARDWARE: CABINET HARDWARE: TBD 4 SINK, TYP. TYPICAL TBD 4 4 5" SINK SKIRT TO MATCH WOOD LABORATORY WOOD LABORATORY WOOD CABINET MATERIAL & FINISH 5" WOOD APRON TO MATCH CASEWORK, TYP. CASEWORK, TYP. LABORATORY CONSTRUCTION DOCUMENTS CABINET FINISH, TYP. COUNTERTOP SUPPORT BRACKET

C:\Revit Local\Preston Plains Mid JANUARY 24, 2019 CASEWORK, TYP. 4

6 6 ROLLING FILE DRAWER ADJUSTABLE WOOD

3 WOOD LABORATORY 3 WOOD WALL CLEAT, SHELVES, FINISHED ALL ADJUSTABLE CASEWORK, TYP. PAINTED TO MATCH WALL

" " SIDES " WOOD SHELVES,

4 4

3 3 3 WOOD CLEAT 4 FINISHED ALL BLOCKING, TYPICAL SIDES WOOD LABORATORY BLOCKING, TYPICAL MILLWORK ELEVATIONS & EXPOSED SINK TRAP CASEWORK, TYP. TO BE WRAPPED, TYP. WOOD TOEKICK TO WOOD TOEKICK TO DETAILS CABINET SOLID 3/4" BACK PANEL, MATCH CABINET FINISH MATCH CABINET FINISH HARDWARE: WITH VENTED TOE

SOLID 3/4" BACK " TBD "

4 PANEL, WITH VENTED SPACE, TYP. 4

. TOE SPACE, TYP.

" "

4 4

M 3" 3"

9 UPPER CABINET 7 ACCESSIBLE SINK SECTION 4 ACCESIBLE WORKSPACE 3 36"' BASE CABINET W/ DRAWERS 1 36" BASE CABINET A4.1 1" = 1'-0" A4.1 1" = 1'-0" A4.1 1" = 1'-0" A4.1 1" = 1'-0" A4.1 1" = 1'-0" A4.1 2/6/2020 1:57:12 PM