19 oct 2018 - blane casey

7843‐009_01_Inv. to Bid

19‐Oct‐2018 RE: Quotation Request No. 7843‐009 Vic Firth/Newport, ME Mid‐South Engineering Project No. 7843.70.05.01 Main Office Renovation To Whom It May Concern: You are invited to submit a bid proposal for the equipment and/or materials and services described in the enclosed specifications, sketches, or drawings prepared by Mid‐South Engineering. Proposals shall be based on these documents, therefore, please examine them carefully before submitting your proposal. Written proposals will be accepted for consideration until, but no later than 4:00 P.M., Friday, November 2, 2018. E‐mail your quotation in accordance with the Instructions to Bidders. Bids received after this date may not be considered. There will be no public opening of bids. We request that you return the Bid Acknowledgement form by 4:00 P.M., Wednesday, October 24, 2018. Vic Firth reserves the right to demand a cost breakdown of unit prices, to accept or reject any and all proposals, and to waive any formality or technicality in any proposal which is to its best interest. If you have any questions regarding this request, please do not hesitate to contact me. Sincerely,

Ronald Rideout, P.E. RR/dlm Enclosures xc: Walter Goodine (MSECO/Orono, ME) w/e Neil Brackley (Vic Firth/Newport, ME) w/e Pierre Letarte (MSECO/Orono, ME) w/e Richard Saucier (MSECO/Orono, ME) w/e

Building Office Specifications 10/19/2018; Rev‐0

Mid‐South Engineering Co. Page 1 of 10 Mid‐South Engineering Quotation Request 7843‐009 for Main Office Renovation

1.0 GENERAL A. Scope of Work

Furnish all labor and materials to perform all operations necessary for the construction of the main office interior renovations

B. Codes The buildings shall conform, to all applicable State and Local building codes:

1. International Building Code, 2012 Edition 6. National Electric Code, latest Edition

2. International Fire Code, 2012 Edition 7. International Energy Conservation Code, 2009 Edition

3. International Plumbing Code, 2012 Edition

8. ASHRAE 90.1‐2007

4. International Mechanical Code, 2009 Edition

9. NFPA 101 Life safety Code, (Volumes I and II)

5. International Fuel & Gas Code, 2012 Edition

10. ADA Accessibility Guidelines (ADAAG) ‐ 2010

C. Delivery of Materials All materials shall be delivered, stored, and handled to prevent any damage by water or

breakage. D. Equal Materials All materials of equal quality may be substituted with prior approval of Owner. Final foundation design by the project Engineer shall be coordinated with Geotechnical report. 2.0 TENTATIVE SCHEDULE

Issue Bids 7843‐009 Friday, October 19, 2018

Receive Bids Friday, November 2, 2018

Evaluate Bids/Award PO, on or before Friday, January 4, 2018

Detailed Shop Drawings of Structural Steel to MSE Friday, March 1, 2019

Date work will commence Friday, May 3, 2019

Date work will be complete Friday, June 7, 2019



Bidder to provide a detailed schedule including delivery of approval drawings, delivery of building components, and time for building erection on foundations. The building supplier will be required to schedule the building erection in collaboration with other trades to allow for building erection that minimizes the impact to other trades. 3.0 FRAMING AND CARPENTRY A. Scope of Work Furnish labor and materials to perform all the rough and finish carpentry as shown on the

drawings. B. Materials

Item Description

1. Framing Lumber #2 and better kiln dried S.P.F.

2. Concealed Roof Sheathing 32/16 span rated structural panel, OSB or Plywood with radiant barrier facing, Exposure 1

C. General Framing

1. Size and spacing of framing are shown on drawings. 2. In addition to all framing operations normal to the fabrication and erection indicated on

the drawings, install all backing required for the work of other trades. 3. Set all horizontal or sloped members with crown up. 4. Do not notch, bore, or cut members for pipes, ducts, conduits, or other reasons except

as shown on the drawings or as specifically approved in advance by the Engineer or as code allows.

5. Headers, beams, and supports made from LVL, PSL, or solid sawn material built‐up are

indicated on drawings.

D. Blocking 1. Install all blocking required to support all items of finish such as hooks, grab bars,

shelving, etc. 2. Fire‐Block in the following specific locations: To cut off all concealed draft openings, both vertical and horizontal, between ceiling and

floor areas; in all stud walls at ceiling and floor levels including double stud, staggered stud walls, furred spaces, horizontally at intervals not exceeding 10‐feet; in all other locations where openings could afford passage for rodents or flames.



E. Draftstopping 1. Draftstopping shall be installed in combustible construction in attic areas and concealed

roof spaces every 3,000 square feet of horizontal area. 2. Draftstopping is not required in buildings equipped throughout with an automatic

sprinkler system. F. Stud Walls and Partitions 1. Studs Make all studs single length, unspliced, and platform frames. Stud size and spacing as

indicated on drawings. 2. Corners and Intersections Unless otherwise indicated on the drawings, frame all corners and intersections with

three (3) or more studs and all required bearing for wall finish. G. Alignment On all framing members to receive a finished wall or ceiling, align the finish subsurface to vary

not more than 1/8" from the plane of surfaces or adjacent framing and furring members. H. Wood Trusses

Wood trusses shall be supplied by a reputable truss manufacturer. Truss manufacturer’s design drawings and load calculations shall be submitted to project Engineer and Owner. See Submittal section. Contractor is responsible for supplying any known or anticipated special loading conditions and information to the truss manufacturer. Each truss shall be secured to the top plates with metal ties/clips which meet the loading conditions per code. Reference Snow Drift/Sliding diagram.

I. Aluminum Windows 1. All units to be aluminum framed and of the sizes and types as indicated on the drawings

and shall have double, insulating glazing, and Low‐E coating to meet the applicable energy code compliance. General Contractor shall present to Owner the brand, fabrication and installation details for the Owner's approval.

2. All window rough framed openings to be flashed on all opening surfaces with self‐

sticking elastomeric weather resistive membrane prior to installation of window unit. 3. All windows to have prefinished metal head flashing at minimum. Contractor to install

window units in a wall assembly which will prevent moisture intrusion behind the window unit or into the surrounding wood sheathing or structure and per manufacturer recommendations.



4. All window units to be back caulked on interior and all voids between rough framed opening and window unit to be filled with expandable spray foam and caulked on exterior if compatible with wall finish manufacturer installation requirements.

5. Prior to move‐in, all window frames shall be cleaned of any debris, stickers removed,

and glazing cleaned on interior and exterior. 6. Operable units: Include screens and all associated hardware. Hardware color or finish to

be determined by owner. J. Hollow Metal Doors and Frames Where called for on the drawings, furnish and install full flush commercial doors and arc‐welded

or knock‐down frames as follows: 1. Exterior doors shall be 1‐3/4" thick, 20 gauge insulated steel with steel frames of the

sizes indicated on the drawings. 2. Interior doors shall be 1‐3/4” or 1‐3/8" thick, 20‐gauge hollow steel with steel frames of

the sizes indicated on the drawings. 3. Vision lights shall be of sizes shown on the drawings and shall be double, insulated

glazing on exterior doors. 4. Metal thresholds shall be aluminum at all "locked" entrance doors as shown on the

drawings. 5. Install weatherstripping at all exterior doors. 6. All doors and frames shall be pre‐finished with a baked‐on prime paint, final paint color

of frames to be dark bronze. Paint color of doors to be determined. 7. Refer to drawings for location of any fire rated doors and frames. All rated doors and

frames to have attached label. Fire doors must be self‐latching, self‐closing, no hook‐backs or chains to keep open, use only listed fire door hardware. Fire doors with fusible link louvers must be U.L. listed and cannot be installed with fire exit hardware.

8. Frames shall be mortised and adequately reinforced for all hardware, including closers

where specified on drawings. 9. Frames installed in masonry walls shall be flush, 18 gauge, 4” head, with a minimum of 6

jamb anchors and 2 base anchors. Frames installed in wood or metal stud walls with gypsum board shall be 16 gauge, “wrapped” drywall frames with throat size to fit specific wall types, 8 anchors on each face of frame. Throat filler may be used for non‐standard wall conditions.



K. Door Hardware 1. Furnish all supervision, material, labor and equipment to supply and install the

following, but not limited: a. Locksets, Deadbolts, and Strike Plates (1” drive bolt) b. Keys c. Hinges d. Knobs/Levers e. Bumpers, (2) each door, if hinge bumper. 2. Style, color and finish shall be approved by the Owner. 3. All hardware to be as selected by Owner. 4. All exterior hardware to have a ten (10) year minimum warranty for finish. 5. Key all locksets and deadbolts alike. Determined by Owner. L. Storefront Doors and Windows Entrance System (Glass Entry) 1. Refer to drawings for detailed sizes and locations. 2. All units to be aluminum framed and of the sizes and types as indicated on the drawings

and shall have double, insulating glazing, and Low‐E coating to meet the applicable energy code compliance. General Contractor shall present to Owner the brand, fabrication and installation details for the Owner's approval.

3. All rough framed openings to be flashed on all opening surfaces with self‐sticking

elastomeric weather resistive membrane prior to installation of units or install units as recommended by the manufacturer.

4. All windows to have prefinished metal head flashing at minimum. Contractor to install

storefront units in a wall assembly which will prevent moisture intrusion behind the window unit or into the surrounding wood sheathing or structure, and per manufacturer recommendations.

5. All storefront units to be back caulked on interior and all voids between rough framed

opening and window unit to be filled with expandable spray foam. 6. Prior to move‐in, all frames shall be cleaned of any debris, stickers removed, and glazing

cleaned on interior and exterior.



M. Weather Barriers at Wall Assembly

1. Flexible Flashing around window and door openings.

2. Flexible flashing at all new roof to existing walls. 3. Metal flashing at head and sills of openings.

4. Base flashing at bottom of wall assembly.

5. Roof flashings such as valley’s crickets, drip edge, pipe boots, etc. (see roofing

specification sections) N. Caulk and Seal 1. General Eliminate holes, cracks, crevices, and gaps: a. Larger holes: (pipe openings, etc.) stuff steel wool inside, and then fill with

mixed cement, or quality butyl caulk. b. Smaller openings: should be caulked and or sealed using elastomeric silicone

sealant. 1) Throughout building Along/around baseboards, floor and wall joints, window and door

moldings, edges of electrical outlet covers, and radiator covers. 2) Pipes/wiring Around all water, electrical pipes, cable and/or other wires coming into

a unit. 3) Kitchen/bathroom: Around sink edges, where cabinets and countertops meet walls

(particularly under the sink), between cabinets and countertops. 2. Firestop Sealants a. Intumescent, for vertical or overhead surfaces, caulked, knifed or troweled. b. Elastomeric Sealant, a non‐halogenated latex‐based, highly elastomeric caulk

shall be installed to provide passive smoke and fire protection in construction joints.



O. Wood Trim Window trim 2 ½” colonial. P. Miscellaneous Steel 1. Miscellaneous structural steel as shown on the drawings shall conform to all required

codes and shall be furnished and installed by this contractor, unless otherwise noted. 2. All expansion anchors, connection bolts, lag screws, etc. shown on the drawings shall be

furnished and installed by this contractor. 3. All miscellaneous metals, such as stairways, handrails, piping, tubing, angles, channels,

plates, and decking, as shown on the drawings, shall be furnished and installed by this contractor.

Q. Clean Up 1. General Keep the premises in a neat, safe, and orderly condition at all times during execution of

this portion of the Work, free from accumulation of sawdust, cut‐ends, and debris. 2. Sweeping a. At the end of each working day, or more often if necessary, thoroughly sweep

all surfaces where refuse from this portion of the work has settled. b. Remove the refuse to the area of the job site set aside for its storage. c. Upon completion of this portion of the work, thoroughly broom clean all

surfaces. 4.0 INSULATION A. Insulation Location and Description

Item Description

1. Insulation, Walls Vapor retarder faced fiberglass batts having a thermal resistance of R‐11 or R‐19

2. Insulation, Ceiling/Roof Fiberglass batts having a thermal resistance of R‐38

B. General Refer to drawings for insulation locations.



5.0 METAL ROOFING A. General Furnish labor and material to perform all the roofing as shown on the drawings. B. Materials Roof panels shall be precision roll‐formed, 26‐gauge minimum or as noted on drawings, factory

painted. All roof systems shall be standing seam or concealed fastener roof system that closely matches the existing roof facade.

6.0 GYPSUM DRY WALL A. Product All gypsum panels shall be the product of one manufacturer and shall be tapered edge. All

gypsum board on walls shall be one layer, 5/8 inch, unless noted otherwise. Fire rated walls and partitions where indicated on drawings shall be one layer, 5/8” fire rated. Gypsum board ceilings shall be 5/8” if supporting framing is 16” on center.

B. Installation 1. General Install all panels plumb, level, and with all vertical joints on bearing. 2. Cutting When cutting gypsum drywall is required, cut by scoring and breaking or by sewing,

working from the face side. When cutting by scoring, cut through the face paper and then snap the panel back away

from the cut face; then break the back paper by snapping the gypsum board in the reverse direction or by cutting the back paper.

Smooth all cut ends and edges of panels as necessary to obtain a smooth joint. For cut‐outs in panels for pipes, fixtures, and other small openings, make holes and cut‐

outs by sawing or by such other method as will not fracture the core or tear the covering and with such accuracy that plates, escutcheons, or trim will cover the edges.

The use of "score‐and‐knockout" method will not be permitted.



C. Clean‐Up 1. General Keep the premises in a neat, safe, and orderly condition at all times during execution of

this portion of the Work, free from accumulation of sawdust, cut‐ends, and debris. 2. Sweeping a. At the end of each working day, or more often if necessary, thoroughly sweep

all surfaces where refuse from this portion of the work has settled. b. Remove the refuse to the area of the job site set aside for its storage. c. Upon completion of this portion of the work, thoroughly broom clean all

surfaces. 7.0 RUBBER BASE ‐ MATERIALS Rubber base: Roppe, 191 Camel. Use Henry 440 for adhesive or approved equal. 8.0 CARPET ‐ MATERIALS A. Bigelow or J + J Invision, Tufted, textured pattern loop, nylon roll goods, 22 oz. minimum. B. Flammability ASTM E 648 Class 1 C. Smoke Density ASTM E 662 less than 450 D. Static Propensity AATCC – 134 Under 3.5 KV E. ADA compliant for accessible routes. F. Adhesive XL Brands Gold Stix multipurpose adhesive.



9.0 ACOUSTIC CEILING TILE A. Toilet Rooms and Wet Areas Certainteed Vinylrock, Safetone Class A, trim edge, 24x48x1/2. B. OFFICES, SOUND ROOMS, and Hallways Certainteed Sand Micro, mineral fiber, Safetone Class A, reveal edge, 24x48x5/8, NRC .50. C. Ceiling Tile Suspension System Certainteed 15/16” Classic Stab or approved equal 10.0 ELECTRICAL A. Scope of Work 1. All electrical wiring, internal to the Office Building, shall be supplied and installed by

Electrical Contractor. 2. Receptacles and conduit for telephone system, speaker system, audio, audio/visual, fire

alarm system, and other low voltage systems will be supplied and installed by this contractor. Contractor to coordinate with Owner for specific equipment specifications.

3. Receptacles, cable, conduit, and wiring for data/network or fiber optic service will be

supplied and installed by this contractor. Server equipment, computers, peripherals, and racks to be supplied by Owner.

4. All underground conduit/cable installation, or overhead wiring, or service drops, on site

property outside of building, is by others, unless noted otherwise on drawings. 5. All exterior exit doors shall have exterior egress lighting, minimum one (1) foot‐candle

illumination level at ground. B. Code All electrical wiring shall conform to the latest edition of the National Electrical Code (N.E.C.)

and all applicable Local and State Codes. C. Fixtures

All lighting fixtures and equipment shall be as shown on the plans or the Contractor shall submit in his bid an allowance for all light fixtures.

Drawing List 19‐Oct‐2018; Rev‐0

Vic Firth Page 1 of 1 Mid‐South Quotation Request 7843‐009 for Main Office Renovation

Drawing Number Rev. Rev. Date Drawing Title

7843‐1000‐01‐AR002 E 10/19/2018 Partial Building Layout Northeast Section

7843‐1000‐01‐AR004 E 10/19/2018 Partial Building Layout Central Section

7843‐1200‐01‐AR001 A 10/19/2018 Main Office New Elevations

7843‐1300‐01‐AR001 A 10/19/2018 Environmental Equipment Mezzanine

Bid Form for: Quotation Request Number: Mid‐South Project Number:

Date: Revision:

Vendor Information

Name of Bidder: Address:

Telephone Number: Fax Number:

E‐Mail: Date:

Description Pricing (USD)

North East Section (7843‐1000‐01‐AR002)

Maine Office New Elevation (7843‐1200‐01‐AR001)

South Central Section (7843‐1000‐01‐AR004)

Materials:

Labor:

Subtotal:

Catwalk (7843‐1300‐01‐AR001)

Materials:

Labor:

Subtotal:

Environmental Equipment Mezzanine

(7843‐1300‐01‐AR001)

Materials: Labor:

Subtotal:

ElectricalMaterials:

Labor: Subtotal:

Sub‐Total Materials: Sub‐Total Labor:

Freight:

Total F.O.B. Job Site:

Total Number of Man‐Hours Required:

Main Office Renovation7843‐0097843.70.05.0119‐Oct‐180

$0.00

3. Complete delivery of services/equipment to site as specified.

$0.00

The undersigned, being familiar with all requirements of the contract documents as prepared by Mid‐South Engineering

Co., hereby agrees to enter into a contract to furnish all labor, materials, services, and equipment necessary for the

complete execution of all work in strict accordance with the drawings and specifications for the following considerations

and prices:

$0.00

1. To hold my bid open sixty (60) days from date of proposal.2. To start work on the project within the time limits specified.

$0.00

$0.00

$0.00

$0.00

$0.00

$0.00

$0.00

$0.00

$0.00$0.00

$0.00

$0.00

$0.00

7843‐009_Bid Form 1/6


Date: Revision:

Vendor Information



E‐Mail: Date:


Schedule

1. Estimated time to mobilize after awarded.

2. Estimated construction/installation time.

3. Staffing and working hours ‐

Describe the anticipated work schedule and average

project staffing.

Proposed Payment Terms

Proposal Exceptions/Qualifications

7843‐009_Bid Form 2/6


Date: Revision:

Vendor Information



E‐Mail: Date:


Contractor Information

1. Experience Modifier Rate (EMR)

2. State Contractor's License Number for

the State of (______________)

Include copy of License with Bid Form.

Expiration Date:

3. Safety ‐ Attach a copy of your current safety

program and policies for review by the Owner.

4. Drug Testing ‐ Attach a copy of your current drug

testing program and policies for review by the

Owner.

Bonding

If required, a Performance and Payment Bond will

be provided at a cost of:

Insurance

An up‐to‐date insurance certificate is to be

attached.

Can you comply with insurance requirementsas outlined in the Contract? Yes or No.

If yes, please submit either an insurance binder

and/or a Certificate of Insurance from the insuringcompany.

7843‐009_Bid Form 3/6


Date: Revision:

Vendor Information



E‐Mail: Date:


Labor Billing Rates

Additional Work Craft Supervisory Billing Rate of Pay

1. Labor ‐ Additional labor will be performed at a $0.00cost to the Owner as shown on the Labor Billing $0.00Rates included in quotation. $0.00(Use additional sheets, if necessary) $0.00

$0.00

$0.00

$0.00

$0.00

$0.00

$0.00

$0.00

$0.00

$0.00$0.00

2. Material ‐ Material costs will be actual expended

costs for material plus a percentage which includes

all costs including profit and overhead. Invoicing for

this payment must be supported by the Contractor's

actual invoice for material.

Material plus percentage:

7843‐009_Bid Form 4/6


Date: Revision:

Vendor Information



E‐Mail: Date:


3. Additional equipment costs will be invoiced at Equipment Billing Rates

the rates as shown on the Equipment Billing Rates. Name of Billing Rate

(Use additional sheets, if necessary) Equipment $/Hour $/Week

$0.00 $0.00$0.00 $0.00

$0.00 $0.00

$0.00 $0.00

$0.00 $0.00

$0.00 $0.00

$0.00 $0.00

$0.00 $0.00

$0.00 $0.00

$0.00 $0.00

$0.00 $0.00

$0.00 $0.00$0.00 $0.00

4. Subcontractors ‐ Additional work performed by

Contractor's subcontractors shall be invoiced for

subcontractors actual invoice plus a percentage for

Contractor's total mark‐up.

Subcontractor's actual invoice plus percentage:

5. Work Authorization ‐ Additional work can only be

authorized by Purchaser or Purchaser'sRepresentative. Total costs will be established prior

to authorization where possible. Contractor musthave Purchaser or Purchaser's Representative sign

his approval for change order work on a daily basis.

7843‐009_Bid Form 5/6


Date: Revision:

Vendor Information



E‐Mail: Date:


AddendumsAcknowledgement is hereby given for receipt of thefollowing bid addendums.

Addendum: Date:

Addendum:

Date:

Addendum:

Date:

Addendum:

Date:

Addendum:

Date:

Addendum:

Date:

Bid Acceptance

The undersigned hereby designates the office of

which "Notice to Proceed" and/or correspondence

should be mailed. Also, by signing below, equipment

and/or Contractor offers to sell the service or

equipment included herein. Failure to sign below willresult in automatic disqualification of proposal.

Name of Firm:

By (Signature): (Above Signature Typed):

Mailing Address:


E‐Mail: Date:

If different from above, show the address to which

purchase order and/or payments should be mailed:

7843‐009_Bid Form 6/6

Bid Package Acknowledgement Form

Vic Firth Page 1 of 1 Mid‐South Quotation Request 7843‐009 for Main Office Renovations

The Supplier/Contractor acknowledges receipt of Quotation Request 7843‐009 for Main Office Renovations regarding the project for the Relocation of Manufacturing Equipment from one Location to Another. The Supplier/Contractor further acknowledges that they have received and reviewed all contents of the Quotation Request as noted in the Table of Contents and either accepts or declines to quote as noted below.

Accept

Company Name

Date

Contact Name (Signed)

Contact Name (Printed)

Decline

Company Name

Date

Contact Name (Signed)

Contact Name (Printed)

Return this acknowledgement form by 4:00 P.M. Wednesday, October 24, 2018 via e‐mail to Mid‐South to the following individuals: 1. Ronald Rideout ‐ Engineer

E‐Mail: [email protected] 2. Barbara Letarte ‐ Administrative Coordinator E‐Mail: [email protected]

Instructions to Bidders 19‐Oct‐2018; Rev‐0


1.0 GENERAL The Invitation to Bid (cover letter) shall be considered a part of the Instructions to Bidders, which shall be considered a part of the contract documents. 2.0 EXAMINATION Bidders shall carefully examine contract documents, which include the drawings and/or specifications. Bidders will not be given extra payments for conditions that can be determined by examining the contract documents. Where installation or construction work is involved, the Bidder is invited to inspect the site. Extra payments will not be made for site conditions, which could be determined by inspection of the site. 3.0 QUESTIONS Submit all questions regarding purchasing, taxes, terms, etc., to: Neil Brackley Vic Firth Company 77 High St. Newport, ME 04953 Submit all questions concerning the drawings and specifications to: Ron Rideout With copy to: Mid‐South Engineering Co. Barbara Letarte [email protected] Mid‐South Engineering Co. 207‐889‐5200 [email protected] 207‐889‐5200

If a question is of major importance, a bulletin will be issued to all bidders.

4.0 CHANGES IN PLANS AND SPECIFICATIONS Any changes that may occur in the plans and specifications after awarding the contract will be made on a Contract Change Order.



5.0 SCHEDULE Proposals shall contain a guarantee of time required to complete delivery and/or installation after acceptance of order and review of preliminary drawings. If more than one shipment is required, then a schedule of such shipments shall be included in the proposal. Concurrent with the issuance of preliminary drawings for review, a date related schedule based on the fabrication and/or installation schedule shall also be issued. 6.0 PRICING A. Proposal The bidder shall submit his proposal in accordance with the attached breakdown for individual

items as shown on the enclosed Bid Form. The prices shown will be firm and not subject to escalation on either labor or material. B. Tax Terms Vic Firth Company The material and equipment to be purchased as a result of this bid package shall be subject to

Sales and/or Use Tax. The federal ID number for the Vic Firth Company will be provided to the successful bidder.

C. Terms of Payment The terms of payment will be a percentage down at the time the purchase order is issued,

followed by a percentage for each of the following: certified drawings, building delivery, erection complete, and final payment after satisfactory occupation.

7.0 SHIPMENT AND FREIGHT CHARGES All equipment shall be shipped F.O.B. Newport, ME with freight prepaid. Prepaid freight for buyer's account is to be shown as a separate cost on Sellers' invoice and supported by a copy of the prepaid freight bill. All shipping claims shall be the responsibility of the shipper. Equipment will be received at the job site by the Owner and remain the responsibility of the supplier until system is installed. The shipper shall contact Neil Brackley prior to shipment.



8.0 CHARGES FOR SUPERVISION When applicable, the proposal shall indicate the amount and type of start‐up supervision that is included and the cost of any additional supervision that may be requested by the Owner. 9.0 SPECIAL TOOLS Any special tools or fixtures of whatever nature required for installation, adjustment, maintenance or operation of the equipment shall be furnished with the equipment and/or services and their cost included in the price quoted. Said quote shall include a list of those special tools and/or services. 10.0 WARRANTIES Each proposal shall contain a statement of the warranty period from shipping date and from the initial operation date for goods and services offered. In no situation will said warranty period be less than twelve (12) months. 11.0 INSURANCE REQUIREMENTS The successful Contractor will be required to furnish insurance as outlined in General Conditions, attached as a part of this Quotation Request. If you cannot comply with these insurance requirements, your quote will not be accepted. Include with your quote a Certificate of Insurance and/or an insurance binder from insuring company. This document shall reflect that the required insurance can be acquired from the insurance company prior to the starting date of contract. The Contractor will include Owner and Engineer under the endorsement to waive the right of subrogation for workers compensation. The Contractor will also provide an insurance certificate that names Owner and Engineer as an additional insured under the Public Liability, Automobile Liability and Pollution Liability insurance coverage. 12.0 AWARDING OF CONTRACT The Owner reserves the right to award the contract on any basis deemed to be in the Owner's best interest. The Owner reserves the right to award additional work by either:



A. Negotiation with the original contractor, or B. Soliciting new bids covering such work on any basis in the Owner's best interest. 13.0 SUBMITTAL OF BIDS ‐ EQUIPMENT/MATERIAL E‐mail your quotation to the e‐mail address below. Hard copies are not required, but if supplied, shall be sent to: Ron Rideout MID‐SOUTH ENGINEERING 303 Main Street Orono, ME 04473 E‐Mail: [email protected] and E‐Mail: [email protected], Administrative Assistant

When e‐mailing your quotation, RETURN THE BID FORM IN EXCEL FORMAT. You may also submit a

PDF of the bid form so that the signature page can be returned. 14.0 BID PACKAGE All plans, specifications, and documents from this bid package shall be returned to the Owner after the contract has been awarded. 15.0 DRAWINGS OF RECORD The successful bidder shall provide Engineer with "Certified/Issued for Construction" drawings in hard format which shall be considered the Drawings of Record. While e‐mailed copies of the originals are encouraged to facilitate the design process, Engineer will rely solely on Drawings of Record for design purposes and must have HARD COPIES prior to providing “Certified/Issued for Construction” drawings. A. E‐mailed drawings ARE encouraged to facilitate the design process. B. E‐mailed drawings WILL be accepted for information and review purposes only. C. E‐mailed drawings SHALL be submitted with only one (1) drawing per AutoCAD (.dwg) file. Zip

files will be accepted and are preferred. D. E‐mailed drawings SHALL be accompanied by the respective plotting set‐ups.

DOOR SCHEDULE

3'-0" x 7'-0" HOLLOW METAL DOORS (INTERIOR)


3'-0" x 7'-0" HOLLOW METAL DOORS INSULATED W/LIGHT (EXTERIOR)


1

2

3

4

12

3

4

3'-0"

7'-0" 7'-0" 7'-0" 7'-0"

6'-0" 3'-0"

4'-0"

9'-0"

A.F.F.

8'-0"

A.F.F.

1

HALL OFFICE

THIN CARPET

E/SIDE

BASE VINYL

E/SIDE

TYPICAL STUD DIETRICH 3-5/8", STE 20 GA.

T.O. WALL TO HAVE 20 GA. TRACK AND STUD.

PROVIDE R-38 INSULATION ON SUSPENDED CEILING.

SUSPENDED CEILING TO BE 2'x4' GRID.

WALLS TO HAVE R-11 INSULATION

WALLS TO HAVE 5/8" GYP.

WALL\CEILING ASSEMBLIES

TYPICAL OFFICE/HALL DETAIL

9'-0"

A.F.F.

8'-0"

A.F.F.

2

THIN SET TILE

FLOOR E/SIDE

BASE VINYL

E/SIDE

9'-10"

A.F.F.

7'-6"

A.F.F.


TYPICAL SOUND ROOM/LOBBY DETAIL

8'-0"

A.F.F.

3/4" WOOD

SHEATHING

BRIDGING

R-38

INSULATION

HANGERS

SUSPENDED

CEILING

SUSPENDED

ACOUSTICAL

CEILING

RECESSED

LIGHTING

5/8" GYP.

SOFFIT

R-19 INSULATION

TYPICAL STUD DIETRICH 6"

14 GA. @ 16" O.C.

5/8" GYP. E/SIDE

THIN CARPET

E/SIDE

9'-0"

A.F.F.

HALL

8'-0"

A.F.F.

ROOMS

MAIN

OFFICE

SPACES

WAREHOUSE

PROVIDE R-38

INSULATION

REPLACE

GRID/TILE

BASE VINYL

APPLY LAYER OF 3/8" GYP.

E/SIDE AT MAIN OFFICES.

ELSE DO NOTHING

EXISTING STUD

WALL W/GYP.

3


OFFICES/WAREHOUSE

10" 12GA JOISTS @ 16" O.C.

PROVIDE R-38

INSULATION

PROVIDE R-38

INSULATION

BRACE AS

REQ'D

CURVED WALL

SOFFIT.

W/CURVED TRACK

SHAPE TO

MATCH OUTSIDE

FACE OF

RECEPTION DESK

E'

D'

25'-10"

7'

8'

-

A

ASECTION

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

FOLDING PARTITION WALL

SUPPORT STEEL PLAN VIEW

HSS 6x6x1/2

HSS 6x6x1/2

W124x53

4'-0"

4

5

°

38'-4 1/2"

19'-2 1/4"

19'-2 1/4"

4'

5'

6'

7'

8'

9'

10'

11'

G'

F'

E'

D'

C'

B'

A'

Ca

rt

42

x3

0

Table 96x36

Wire Rack

60x24

Wire Rack

60x24

Sta

mp

er

Pallet

40x48

Pa

lle

t

40

x4

8

Pa

lle

t

40

x4

8

Pa

lle

t

40

x4

8

De

sk

Fcab

Cabnt

36x30

Ca

rt

42

x3

0

Table 96x36

Ca

rt

42

x3

0

Ca

rt

42

x3

0

Table 96x36

Table 96x36

Ca

rt

42

x3

0

Ca

rt

42

x3

0

Table 96x36

Ca

rt

42

x3

0

Table 96x36

Pa

lle

t

40

x4

8

Ma

lle

t

Win

de

r

Table

48x30

Pallet

40x48

Pallet

40x48

Pallet

40x48

Cart

42x30

Wire Rack

60x24

DL

KS

Pallet

40x48

Cart

Jens

Desk

Cart

Wire Rack

60x24

Pa

lle

t

40

x4

8

Table 96x30

Ta

ble

9

6x3

0

Ha

nd

Strtn

Table

48x30

Table

60x30

Ta

ble

48

x3

0

Table

60x30

Table 72x30

Table 72x30Table 72x30

Table 72x30

Table 72x30

Table 72x30

Pa

lle

t

40

x4

8

Pa

lle

t

40

x4

8

Table 72x30

Table

60x30

Ta

ble

60

x3

0

Fca

b

Ta

ble

60

x3

0

Ta

ble

60

x3

0

Ta

ble

60

x3

0

Ta

ble

60

x3

0

Wire R

ack

60x24

Wire R

ack

60x24

Wire R

ack

60x24

Wire R

ack

60x24

Wire R

ack

60x24

Wire Rack

60x24

Desk

Desk

Cabnt

36x30

Table 72x30

Ta

ble

7

2x3

0

Pa

lle

t

40

x4

8

Die

Shelf

Pa

lle

t

40

x4

8

Pa

lle

t

40

x4

8

Clicker

Press

Clicker

Press

Frans

Desk

#

EW

F A

ID

EW

Plu

mb

ed

#

#

#

#

EW

EW

TE

L

TE

L

F AID

F A

ID

F A

ID

TE

L

Elec Panels

20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"

20'-0"

20'-0"

20'-0"

20'-0"

20'-0"

20'-0"

MENS

9'-8"x 13'-3"

FIRE SPRINKLER ROOM

14'-0"

x 10'-0

1

2

"

WOMENS

9'-8"x 13'-3"

IT ROOM

9'-11"x 13'-7"

ELECT. ROOM

19'-11" x 9'-9"

SOUND ROOM

22'-3

1

2

"x 20'-0"

RECEPTION

21'-9"x 27'-4-1/2"

MENS

24'-4"x 8'-8"

WOMENS

24'-4"x 8'-8"

MAINT. CLOSET

21'-1"x 7'-7"

COMPRESSOR ROOM

ELECTRICAL

SERVICE

ENTRANCE

HYDRANT

CONNECTION AND

WATER GONG

VENDING MACHINES

WITH COUNTER

(NOT IN SCOPE)

EXECUTIVE OFFICE

11'-4"x 19'-8"

CONF. ROOM #1

19'-3"x 12'-1/2"

#1

11'-4"x 9'-3

1

4

"

#2

11'-4"x 9'-7"

#3

11'-4"x 9'-7"

#4

11'-4"x 9'-7"

#5

11'-4" x 9'-7"

#6

11'-4"x 8'-10

1

2

"

#7

10'-11"x 9'-0"

#8

10'-11"x 8'-0

1

4

"

#15

8'-6

1

2

"x

10'-0

1

2

"

#16

8'-6

1

2

" x

10'-0

1

2

"

#18

9'-11"x 9'-11"

LARGE CONFERENCE AREA

25'-10"x 38'-4

1

2

"

38'-4 1/2"

MATCH LINE

7843-1000-01-AR003

Pallet

40x48

Pallet

40x48

Pa

lle

t

40

x4

8

Pa

lle

t

40

x4

8

Pallet

COMPRESSOR ROOM

MATCH LINE

MATCH LINE

7843-1000-01-AR002

7843-1000-01-AR004

DIP TANK VAULT

(480 SQFT)

INSTRUMENT

STORAGE

9'-6"x7'-6

1

2

"

CLOS.

CONF. ROOM #3

15'-7"x 10'-0

1

2

"

#14

7'-11

1

2

"x

10'-0

1

2

"

FOLDING PARTITION WALLS

REF. FOLDING WALL

PARTITION SUPPORT

STEEL PLAN VIEW FOR

FRAMING

NEW 4'-0"X 5'-0"

CASEMENT WINDOWS

(TYP)

GLASS ENTRY

23'-8"

15 LOCKERS

FIRST AID

ROOM

21'-1"x 6'-1"

MATCH LINE

7843-1000-01-AR004

NEW CANOPY OVER RAMP WITH 5-12 PITCH

APPROX. 12" OVERHANG

NEW 4" THK

APPROX 5'W x 10'L

8'-1 3/4"

4'-0"

5'-0"

TABLE & CHAIR

STORAGE AREA

19'-11"x 14'-10

3

4

"

25'-10"

BREAK AREA

23'-8"x 38'-4

1

2

"

#9

10'-11"x 8'-1

3

4

"

#10

10'-11

1

2

"x 9' 0 "

#11

10'-11

1

2

"x 8'-0

1

4

"

#12

9'-6"x 9'-0"

#13

9'-6"x 8'-0

1

4

"

CLOS.

5'x4'

STORAGE

9'-6" x 8'-1

3

4

"

STORAGE

10'-11

1

2

" x 8'-1

3

4

"

25'-0"

30 LOCKERS

30 LOCKERS

30 LOCKERS

25 LOCKERS

2'-2"

3'-6"

5'-0"

1

1 1

1

1

1 1

11

1

1 1

1 1

1 1

1

1

1

1

1

1

1

1

1

1 1 1 1

1

1

1

1

1

1

1

44

1

1

1

2

2

2

1

1

3

3

1

3

3

3

3

3

1

1

2

3

1

3

3

1

1

1

3

1

1

3

2

2

2

2

3

FLOORING OPTIONS:

A. CARPET

SUSPENDED CEILING

W/12" INSULATION

MECH MEZZ

ABOVE WOOD

FLOORING OPTIONS:

A. CARPET

COLUMN WRAP

COLUMN WRAP

TABLE & CHAIRS

(NOT IN SCOPE)

CUBICLES

W/CHAIRS

(NOT IN SCOPE)

FLAT SCREEN TV

(NOT IN SCOPE)

NO FLOORING

11'-4" 21'-9" 15'-7"

14'-0"

7'-11 1/2" 8'-6 1/2" 8'-6 1/2" 8'-6 1/2"

19'-11"

#17

8'-6

1

2

" x

10'-0

1

2

"

8'-0 1/4"

4'-0"

9'-0"

7'-6 1/2"

12'-0 1/2"

13'-3"

3'-3"

10'-0 1/2"

9'-9"

11'-4"5'-0" 10'-11"

10'-11 1/2"

9'-6" 49'-6" 19'-11" 19'-7"

51'-3"

27'-4 1/2"

CORRIDOR

(C1)

5'-0" x

51'-3"

27'-2"

CORRIDOR (C2)

4'-0"x 27'-2"

22'-3 1/2"

19'-3"

20'-0"

5'-3"

9'-8"

9'-8"

16'-9"

20'-9 1/2"

39'-9 1/2"

CORRIDOR (C3)

20'-9-1/2"x 3'-3"

BREAK AREA

5'-3"x 13'-3"

CUBICLE ROOM

39-9

1

2

"x 29'-4

1

2

"

FLAT SCREEN TV

(NOT IN SCOPE)

29'-4 1/2"

9'-11" 6'-4" 24'-4"

38'-11"

7'-7"

8'-8"

6'-1"

8'-8"

6'-10 1/2"

8'-10 1/2"

9'-7"

9'-7"

9'-7"

9'-7"

9'-3 1/4"

19'-8"

19'-3 1/2"

RECEVING AREA

19'-3

1

2

"x 6'-10

1

2

"

2'-10"

21'-1"

21'-1"

LOCKER ROOM

21'-1"x 38'-11"

9'-11"

13'-7"

9'-7"

5'-2 1/2"

CORRIDOR (C4)

268 SQ.FT"

CORRIDOR (C5)

19'-11"x 8'-10

1

2

"

8'-10 1/2"

14'-10 3/4"

2

14'-10 3/4"

VENDING ROOM

19'-11"x 14'-10

3

4

"

UP

QUALITY

8X12

7843-1000-01-AR003

12'-0"

INV

AUDITOR

8X8

1

1

1

1

LIMITS OF FRAMED CEILING

14

13

12

21'-0"

13'-11 11/16"

18'-0"

20'-3"

W12x16

W12x16

W12x16

W12x40

W12x40

W12x40

W12x40

10'-11 1/2"

A

WOOD TRUSSES @ 2'-0" O.C.

5-12 CANOPY

PITCH DN

HSS 4x4x

1

4

"

(TYP. 3PL)

3

DESK & CHAIRS

NOT IN SCOPE

2

2

LIMITS OF FRAMED

CEILING ABOVE

CKD.

APP.

CURRENT REVISION

WWW. MSECO.COM

1658 Malvern Ave., Hot Springs, AR 71901

SCALE

DRN.

NO. DATE BY

DRAWING NO.

DESCRIPTION

200 MacKenan Dr., Cary, NC 27511

303 Main St., Orono, ME 04473

STATE

- - -

E 10/19/2018 CJB ISSUED FOR BIDS

ZILDJIAN COMPANY

NEWPORT

ME

PLANT

OVERALL AREA

ARCHITECHURAL, BUILDING

PARTIAL BUILDING LAYOUT NORTHEAST SECTION

7843 1000 01 AR0021/8" = 1'-0"

MKL 08/15/2018

RWR 10/19/2018

RWR 10/19/2018

KEY PLAN

NOTES:

1) EXISTING WALLS REQUIRE NEW FINISH AND DOOR LOCATIONS.

2) HATCHED WALLS REPRESENT NEW WALLS.

3) EXTERIOR WINDOWS ARE NEW WITH NEW OPENINGS AND LOCATIONS.

4) REFER TO FINISHING SPECIFICATION FOR MORE INFORMATION.

AR003AR002

AR004

AR005

AR007

AR006

7843-1200-01-AR001

2

7843-1200-01-AR001

1

W14x53

W14x53

NOT FOR

CONSTRUCTION

ISSUED FOR

BIDS

PAINT:

DRYWALL - (WALLS, CEILINGS, GYPSUM BOARD AND SIMILAR ITEMS). SEMI-GLOSS SYSTEM:

1. 1ST COAT: BENJAMIN MOORE ECO SPEC WB PRIMER N372 (0 G/L) MPI # 50,

X-GREEN 50, 149, X-GREEN 149, LEED V4 CHPS CERTIFIED.

2. 2ND COAT: BENJAMIN MOORE ECO SPEC WB SEMI-GLOSS N376 (0 G/L) MPI # 54,

X-GREEN 54, LEED V4, CHPS CERTIFIED.

3. 3RD COAT: BENJAMIN MOORE ECO SPEC WB SEMI-GLOSS N376 (0 G/L) MPI # 54,

X-GREEN 54, LEED V4, CHPS CERTIFIED.

FOLDING PARTITION:

THIS SECTION IS BASED ON THE PRODUCTS OF MODERNFOLD, INC. AT:

215 W. NEW ROAD

GREENFIELD, IN 46140

TEL: (800) 869-9685

FAX: (317) 468-6760

EMAIL: [email protected]

CONTINUOUSLY HINGED PANEL PARTITIONS, ELECTRIC OPERATION.

1. PRODUCT: ACOUSTI-SEAL 933E OPERABLE PARTITION BY MODERNFOLD, INC.,

ELECTRICALLY OPERATED SERIES OF CONTINUOUSLY HINGED PANELS, TOP SUPPORTED

WITH OPERABLE FLOOR SEALS.

2. HORIZONTAL TOP SEALS: CONTINUOUS CONTACT EXTRUDED VINYL BULB SHAPE WITH

PAIRS OF NON-CONTACTING VINYL FINGERS TO PREVENT DISTORTION WITHOUT THE

NEED FOR MECHANICALLY OPERATED PARTS.

SLIDING DOOR

MANUFACTURERS: AD SYSTEMS 2201 100TH ST. SW, EVERETT, WA 98204 | WEBSITE:

HTTP://SPECADSYSTEMS.COM | PHONE: 425-374-1360 | ATTN: ESTIMATING:

[email protected]

1. INTERIOR SLIDING ALUMINUM-FRAMED DOORS AND PARTITIONS

2. MANUFACTURER: EXAMSLIDE™ HIGH PERFORMANCE BARN (SLIDING) DOOR SYSTEM BY AD SYSTEMS.3. FRAME PROFILES: EXTRUDED ALUMINUM FRAME “WRAP” FRAME WITH INTEGRAL VERTICAL JAMB FINISH:4. STANDARD HARDCOAT (KYNAR) FINISH IN LIGHT SEQUIN OR MEDIUM BRONZE, OTHER CUSTOM

HARDCOAT (KYNAR) COLOR OR CUSTOM POWDER COAT. CONSULT AD SYSTEMS FOR AVAILABILITY AND

COLOR CHARTS.

FLOOR TILE (LOBBY AND RECEPTION AREAS)

PROVIDE VINYL COMPOSITION TILE: EXCELON® FEATURE™ TILE, STRIPS & INSETSMANUFACTURED BY ARMSTRONG FLOORING, INC.

1. DESCRIPTION: TILE COMPOSED OF POLYVINYL CHLORIDE RESIN, PLASTICIZERS, FILLERS,

STABILIZERS AND PIGMENTS WITH COLORS AND TEXTURE DISPERSED UNIFORMLY

THROUGHOUT ITS ENTIRE THICKNESS.

2. VINYL COMPOSITION TILE SHALL CONFORM TO THE REQUIREMENTS OF ASTM

F 1066, “STANDARD SPECIFICATION FOR VINYL COMPOSITION FLOORTILE", CLASS 1, SOLID COLOR TILE.

3. PATTERN AND COLOR: IN [%COLOR%] [COLOR SELECTED FROM THE RANGE CURRENTLY

AVAILABLE FROM ARMSTRONG FLOORING, INC.]

4. SIZE: [12 IN. X 12 IN. (305 MM X 305 MM)] [2 IN. X 24 IN. (50.8 MM X 610 MM)]

[4 IN. X 24 IN.(101.6 MM X 610 MM)] [6IN. X 24 IN.(152.4 MM X 610 MM)].

5. THICKNESS:1/8"/0.125 IN. (3.2MM).

78

910

11

12

13

14

21'-0"

24'-6"

25'-0"

18'-0"

27'-0"

21'-0"

UP

ELECTRICAL SERVICE

ENTRANCE

EXISTING TRANSFORMER

SHIPPING

20X10

LACQUER VAULT B

24X24

(576 SQFT)

QUALITY

8X12

TOOL CRIB

24X36

(864 SQFT)

TIPPING

AREA

GRINDERS AREA

SECONDARY CELL

AREA

MATCH LINE

MATCH LINE

A

2

W12x16

W12x16

W12x16

W12x40

W12x40

W12x40

W12x40

10'-11 1/2"

A

WOOD TRUSSES @ 2'-0" O.C.

5-12 CANOPY

PITCH DN

HSS 4x4x

1

4

"

(TYP. 3PL)

7843-1000-01-AR003

KM SECONDARY

AREA

13'-0"

15'-0"

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

5'-0"

MATCH LINE

Pa

lle

t

40

x4

8

Pa

lle

t

40

x4

8

Pa

lle

t

40

x4

8

Pa

lle

t

40

x4

8

Pa

lle

t

40

x4

8

Pa

lle

t

40

x4

8

Pa

lle

t

40

x4

8

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

DOWELER

TABLE

AUTOMATIC

FEED BIN

DOWEL

SANDER

DOWELER

AUTOMATIC

FEED BIN

AUTOMATIC

FEED BIN

HYDRAULIC

TANK

CART

AUTOMATIC

FEED BIN

WEIGH ABLE

MOLDER/ DOWELS

STRETCH WRAPPER

10'-0"

25'-6"

CUSTOM PICKING

12'-0"

INV

AUDITOR

8X8

SHELVING

8X42.5

7'-0"

7'-0"

6'-11"

7'-0"

7'-1"

7'-0"

7'-0"

7'-0"

36'-0"

24'-0"

24'-5 1/2"

20'-0"

25'-6"

17'-4 1/2"

8'-0"

29'-0"

24'-0"

24'-0"

4'-0" 11'-0"

PEDESTRIAN WALKWAY

PEDESTRIAN WALKWAY

PEDESTRIAN WALKWAY

NEW TRANSFORMER

FORK TRUCK LANE

FORK TRUCK LANE

FORK TRUCK LANE

SHELVING

8X42.5

SHELVING

8X42.5

SHELVING

8X42.5

SHELVING

8X42.5

SHELVING

8X42.5

SHELVING

8X42.5

SHELVING

8X68

SLIDING DOOR

NEW ELECTRICAL ROOM

42'-0"

8'-0"

26'-1 1/2"

18'-0"

1

1

1

1

2

1

1

1

1

1

11

LIMITS OF FRAMED CEILING

ABOVE. USE

3

4

" WOOD

SHEATHING ON 10", 12GA

METAL JOISTS @ 16" O.C.

TOP OF WOOD SHEATHING

13' - 0" ABOVE FINISHED

FLOOR

4

4

6", 16 GA. METAL STUDS @ 16" O.C. WITH IMPACT

RESISTANT SHEETROCK ON VAULT SIDE ONLY.

REFERENCE DRAWING

7843-1000-01-AR002 FOR

DOOR SCHEDULE AND WALL

ASSEMBLY DETAILS.

SHELVING

BY

OWNER

CKD.

APP.

CURRENT REVISION

WWW. MSECO.COM


SCALE

DRN.

NO. DATE BY

DRAWING NO.

DESCRIPTION



STATE

- - -

E 10/19/2018 CJB ISSUED FOR BIDS

ZILDJIAN COMPANY

NEWPORT

ME

PLANT

OVERALL AREA

ARCHITECHURAL, BUILDING

PARTIAL BUILDING LAYOUT SOUTH CENTRAL SECTION

7843 1000 01 AR0041/8" = 1'-0"

MKL 08/10/2018

RWR 10/19/2018

RWR 10/19/2018

KEY PLAN

AR003AR002

AR004

AR005

AR007

AR006

NOT FOR

CONSTRUCTION

ISSUED FOR

BIDS

SLIDING DOOR

MANUFACTURERS: AD SYSTEMS 2201 100TH ST. SW, EVERETT, WA 98204 | WEBSITE:

HTTP://SPECADSYSTEMS.COM | PHONE: 425-374-1360 | ATTN: ESTIMATING:

[email protected]

1. INTERIOR SLIDING ALUMINUM-FRAMED DOORS AND PARTITIONS

2. MANUFACTURER: EXAMSLIDE™ HIGH PERFORMANCE BARN (SLIDING) DOOR SYSTEM BYAD SYSTEMS.

3. FRAME PROFILES: EXTRUDED ALUMINUM FRAME “WRAP” FRAME WITH INTEGRAL VERTICALJAMB FINISH:

4. STANDARD HARDCOAT (KYNAR) FINISH IN LIGHT SEQUIN OR MEDIUM BRONZE, OTHER

CUSTOM HARDCOAT (KYNAR) COLOR OR CUSTOM POWDER COAT. CONSULT AD SYSTEMS

FOR AVAILABILITY AND COLOR CHARTS.

NEW HSS 4x4x

1

4

"

(TYP. 3PL)

NEW CANOPY (BEYOND) WITH

STANDING SEAM METAL ROOF ON

WOOD TRUSSES.

(COLOR TO MATCH EXISTING)

CKD.

APP.

CURRENT REVISION

WWW. MSECO.COM


SCALE

DRN.



- - -

A 10/19/2018 CJB ISSUED FOR BIDS

ZILDJIAN COMPANY

NEWPORT

ME

PLANT

MAIN OFFICES

ARCHITECTURAL, BUILDING

MAIN OFFICE NEW ELEVATIONS

7843 1200 01 AR001AS NOTED

CJB 10/10/2018

RWR 10/19/2018

RWR 10/19/2018

NOT FOR

CONSTRUCTION

ISSUED FOR

BIDS

AutoCAD SHX Text

NEW CANOPY 5-12 PITCH

AutoCAD SHX Text

HSS4x4x " 14" (TYP. 3 PL)3 PL)

AutoCAD SHX Text

ALUMINUM GUTTER AND DOWNSPOUT

AutoCAD SHX Text

REMOVE ENTRY DORMER INFILL TO MATCH EXISTING

AutoCAD SHX Text

REMOVE AND RESET ALL UTILITIES (TYP)

AutoCAD SHX Text

INFILL ALL EXISTING OPENINGS

AutoCAD SHX Text

NEW VINYL SIDING

AutoCAD SHX Text

EXISTING RAMP

AutoCAD SHX Text

W12x40

AutoCAD SHX Text

INFILL ALL EXISTING OPENINGS

AutoCAD SHX Text

NEW VINYL SIDING

AutoCAD SHX Text

NEW CONCRETE SLAB WALKWAY APPROX. 5' WIDE x 10' LONG

AutoCAD SHX Text

REMOVE AND RESET ALL UTILITIES (TYP)

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

STATE

AutoCAD SHX Text

SCALE: 3/16" = 1' - 0"

AutoCAD SHX Text

NORTH ELEVATION

AutoCAD SHX Text

7843-1000-01-AR002

AutoCAD SHX Text

1

AutoCAD SHX Text

SCALE: 3/16" = 1' - 0"

AutoCAD SHX Text

WEST ELEVATION

AutoCAD SHX Text

7843-1000-01-AR002

AutoCAD SHX Text

2

AutoCAD SHX Text

NOTES: 1. ALL WINDOWS & DOORS REMOVED TO HAVE OPENING INFILLED.ALL WINDOWS & DOORS REMOVED TO HAVE OPENING INFILLED.

CD

E

FG

56

7

8

ENVIRONMENTAL EQUIPMENT

MEZZANINE

OFFICE MEZZANINE

56x38.5 (2,156 SQ. FT)

CATWALK

CKD.

APP.

CURRENT REVISION

WWW. MSECO.COM


SCALE

DRN.



- - -

A 10/19/2018 CJB ISSUED FOR BIDS

ZILDJIAN COMPANY

NEWPORT

ME

PLANT

MEZZANINE

ARCHITECTURAL, BUILDING

ENVIRONMENTAL EQUIPMENT MEZZANINE

7843 1300 01 AR0011/4" = 1' -0"

CJB 10/16/2018

RWR 10/19/2018

RWR 10/19/2018

NOT FOR

CONSTRUCTION

ISSUED FOR

BIDS

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C

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D

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E

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F

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G

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REMOVABLE 8'-0" SECTION OF RAIL

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EXISTING

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EXISTING

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EXISTING

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F1

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F1

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F1

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F1

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F1

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F1

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F1

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F1 - 6'x 6'x 14" DEEP FOOTER WITH #6 BAR @ 12" O.C. EACH WAY BOTTOM. BELOW EXISTING SLAB ON GRADE

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b

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a

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W21x50

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W18x35

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W24x68

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W21x50

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W18x35

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W24x68

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W16x26

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W16x26

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W16x26

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EXISTING BEAM W/ NEW REINFORCEMENT

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18" WOOD I-JOISTS (J-560) @ 16" O.C. (2-SPAN)

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2 x 6 @ 24" O.C.

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W16x26

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NOTES: 1. ASSUME T.O. STEEL EL. 12' 0 "ASSUME T.O. STEEL EL. 12' 0 "

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3/4" WOOD SHEATHING

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42" HIGH GUARD RAIL (TYP)

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TEMPORARY SHORING OF EXISTING ROOF IS REQUIRED

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EXISTING ROOF SUPPORTS TO BEAR ON NEW BEAMS (TYP 4 PL)

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NO.

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DATE

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BY

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DRAWING NO.

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DESCRIPTION

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STATE

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KEY PLAN

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AR003

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AR002

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AR004

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AR005

19 oct 2018 - blane casey

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