vic firth company/newport, me - blane casey · 2018-11-02 · vic firth company reserves the right...

7843-006_01 Inv. to Bid

19-Oct-2018 RE: Quotation Request No. 7843-006 Vic Firth Company/Newport, ME Mid-South Engineering Project No. 7843.70.05.01 Pre-Engineered Metal Buildings To Whom It May Concern: You are invited to submit a bid proposal for the pre-engineered metal buildings described in the enclosed specifications, sketches, or drawings prepared by Mid-South Engineering Co. This is the first of multiple sets of structures being sent for bid for this project. 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 and send hard copies of 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 Company 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 W. Rideout RWR/bjl Enclosures xc: Walter Goodine (MSE/Orono, ME) w/e

7843-006_02 Bid Pkg Cover Sheet

Vic Firth Company Newport, ME

Quotation Request 7843-006

for Pre-Engineered Metal Building

10/19/2018

Mid-South Project No. 7843.70.05.01

Mid-South Project Number: Bid Package Description: Quotation Request No.:

Date: Revision:

Description Page(s) Revision Revision DateInvitation to Bid 1 0 10/19/2018Cover Sheet 1 0 10/19/2018Table of Contents 1 0 10/19/2018

General Building Configurations 2 0 10/19/2018Pre-Fabricated Metal Building 9 0 10/19/2018

Drawing List 1 0 10/19/2018

Bid Form 6 0 10/19/2018

Bid Acknowledgement Form 1 0 10/19/2018Instructions to Bidders 4 0 10/19/2018General Conditions for Equipment 5 0 10/19/2018

Specification(s)

Drawing List

Project General

Appendix

Bid Form

Table of Contents

Pre-Engineered Metal Buildings

0

7843-00619-Oct-18

7843

7848-001_Table of Contents Page 1 of 1

General Building Configuration Specification 19-Oct-2018; Rev-0

Vic Firth Company Page 1 of 2 Mid-South Quotation Request 7843-006 for Pre-Engineered Metal Building

General Configuration of Pre-Engineered Metal Buildings Buildings to be as Follows:

A. 3-Bay Lumber Storage

1. Reference Site Plan, 7843-1000-01-AR001, for Building Location

2. 60’x40’ (2,400 SQFT) (Note: Roof Ridge Oriented in Long Direction)

3. 3 - [20’x40’] bays

4. 2 Rigid frames placed at 20’ spacing.

5. Eave height of 20’

6. 2 rigid portal frames; middle bay, front and rear

7. Gable Roof, Slope at 1”:12”

8. Eave Walls will have sliding doors at each bay, front and back, and each leaf will be 20 feet wide to accommodate 16-foot-wide lumber to be brought into each bay. A total of 6 doors to be supplied.

9. To assist with ventilation in this building, a ridge vent is to be installed to allow for adequate circulation. If additional ventilation is required, vents will be purchased by the owner and provided to the contractor for installation.

10. Insulation will only be provided in the ceiling to prevent sweating on the underside of the roof membrane.

11. Due to the potential of nesting birds, a net is to be installed on the underside of the roof structure after erection is complete to prevent birds from accessing the structural members and creating nests in the structural shapes.

B. Boiler Building

1. Drawing Numbers: 7843-1000-01-AR007, 7843-3010-01-AR001, 7843-3010-01-AR002

2. 90’x56’ (5040 SQFT)

3. 56’ Rigid Frame spanning 90’ at 18’ spacing

4. Roof slope at 1”:12”

5. Eave Height of 22’ at Low End of building

6. One 10’x10’ Insulated metal roll door with electric operator where indicated on drawings

General Building Configuration Specification 19-Oct-2018; Rev-0


7. (4) - Exterior Insulated metal man-doors where indicated on drawings. Doors are to be 3’ x 7’-0”, metal framed, with ½ glass and lock sets. Doors are to come with panic hardware and door closers.

C. Raw Material Loading Dock Canopy

1. Drawing Numbers: 7843-2020-01-AR001, 7843-2020-01-AR002

2. 40’x110’ (4400 SQFT)

3. 40’ Rigid Frames at 20’ O.C.

4. 2 Portal Frames on 110’ side

5. 2 Portal Frames on 40’ side

6. No insulation

7. Flash into existing building

8. Low Eave Height: 16’ (Roof is Monoslope)

9. Slope: 1”:12”

Reference Pre-Fabricated Metal Building Specs in addition to specs above.

Pre-Engineered Metal Building 10/19/2018; Rev-0


1.0 SCOPE OF WORK Furnish all materials, accessories, equipment, tools, transportation, and perform all services and labor required to complete the building system, which includes the following: The structural steel system primary and secondary members, metal roof system, wall systems, all trim and building accessories, all doors and windows, wall and roof insulation with vapor barrier, and ventilation, as described in this specification and shown on the drawings. Provide all work in place, complete, for the Vic Firth Company (VFC) project in Newport, ME. The scope of work for the metal building manufacturer and their installation contractor DOES NOT include the following: Site improvements in and around the area of the building; Concrete foundations and grade slabs; Column anchor rods; Fire sprinkler system and feed water; Lighting and Electrical wiring. 2.0 Tentative Schedule Tentative Pre-Engineered Metal Building Schedule

Issue Bids 7843-001 Friday, October 19, 2018

Receive Bids Friday, November 2, 2018

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

Selected Building Supplier/Erector to Provide Building Anchor Bolt Layout and Reactions to VFC/Mid-South Engineering (MSE)

Friday, January 25, 2019 (or sooner)

Detailed Shop Drawings of Metal Buildings to MSE Friday, March 1, 2019

Metal Buildings delivered to Jobsite Friday, May 3, 2019

Buildings Erected by Friday, August 30, 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 CODES AND STANDARDS A. The buildings shall conform to the International Building Code (2015 edition), to all applicable

local building codes, and to the MBMA "Metal Building Systems Manual", (2012 Edition). B. Manufacturer shall be IAS AC472 accredited.



C. All structural steel sections and welded plate members shall be designed in accordance with the AISC "Steel Construction Manual", latest edition.

D. All light gauge, cold-formed structural members and coverings shall be designed in accordance

with AISI "Specifications for Design of Light Gauge, Cold-Formed Steel Structural Members", (latest edition).

E. AISC "Specifications for Structural Joints Using ASTM A325 or A490 Bolts”, (latest edition). F. AWS D1.1 Structural Welding Code, (latest edition). G. All work shall conform to OSHA standards. 4.0 SUBMITTALS A. General All metal building drawings and data submitted shall be designed by or under the supervision of

the Vendor’s qualified engineer registered in the State of Maine. All drawings and data shall have signature, date, and stamp of the registered engineer responsible.

B. Schedule Refer to section: 2.0 Tentative Schedule C. Building reactions and anchor rod layout drawings shall be submitted as one package. Reactions

shall include all necessary foundation anchorage loads, in combinations specified herein, that are required for the steel building and components and to be used for foundation design by others. Individual load case reactions shall also be tabulated. Reactions shall be appropriately referenced by building component and sign convention used. Anchor rod layout drawing shall include size, spacing, location and projection of all anchor rods required. Drawing shall also include size and location of baseplates or other steel bearing surfaces in contact with foundation.

D. All detailed drawings of the metal building system shall be submitted as one package. Drawings

shall consist of erection drawings, catalog cuts, shop painting and finishing specifications, window and door specifications, instruction manuals, manufacturer's recommended erection methods and procedures, and other data as necessary to clearly describe material, sizes, layouts, construction details, fasteners, and erection. Manufacturer's recommended erection methods and procedures shall describe the basic sequence of assembly, temporary bracing, shoring, and related information necessary for proper erection of the metal building including its structural framework and components.



5.0 DELIVERY OF MATERIALS Materials shall be delivered, stored, and handled so as to prevent any damage by water or breakage. All galvanized or painted materials, i.e., roofing, sheeting, wire bracing etc., shall be stored under roof to prevent corrosion. All insulation and other materials that are subject to rain damage shall also be stored under roof. The Owner will make adequate lay down and staging area available to the erector. Details of access and lay down areas shall be finalized at the pre-award conference. 6.0 MATERIALS A. The buildings shall be designed, fabricated, and erected to be weathertight. B. The buildings shall conform to the following general criteria:

1. All buildings shall be furnished with trim on gables, eaves, and corners. 2. All windows, doors, framed openings, and ventilation units as indicated on the drawings

shall be furnished with this package, unless otherwise noted. Currently, ventilation for the boiler building has not been designed and is not included in this RFQ. The owner will purchase the ventilation louvers and fans and will supply them to the contractor for installation. Mid-South will advise the selected supplier as to size and location of louvers once certified drawings are received from the successful contractor. The contractor will provide a cost to install at that time.

3. The building manufacturer shall provide base plate size, anchor bolt location drawings,

and building reactions. 4. Bolts, Nuts and Washers - High strength bolts, including nuts and washers, shall conform

to ASTM A325 or ASTM A490. Plain washers, other than for high strength bolts, shall conform to ANSI B27.2. Bolts for purlins and girts, and other bolts so designated on the drawings shall conform to ASTM A307, Grade A.

5. Welding Materials – Welding materials shall be the type required for materials being

welded and shall conform to AWS D1.1. Welding electrodes shall be E70XX. C. The following building nomenclature will be used throughout:

1. The "width" and "length" of the building shall be as shown on the drawings. 2. The "eave height" of the building shall be measured from the top of slab at the sidewall

columns to a line approximately to the top of the "eave strut". 3. The "bay spacing" shall be from centerline to centerline of the main support columns.



D. Structural Steel Design

1. All live loads, wind, and seismic loads shall be as required by the International Building Code (2015 edition) and the American Society of Civil Engineers (ASCE).

2. All buildings shall be designed according to the load combinations set forth in the

MBMA “Metal Building Systems Manual”, (2012 edition) and any other combinations specified in the governing building code.

3. Additional loads are as specified herein and on the drawings. Load combinations shall

be as specified in the International Building Code. 4. Loads not accounted for in the codes that shall be included in the design of the building

are as follows: All buildings shall be designed for a Collateral Load of 10PSF. This load is to account for

lighting, sprinklers and piping. 5. Building Risk Category II for Boiler Building and for Raw Material Handling Dock Building 6. Building Risk Category I for Lumber Storage Building 7. Snow and wind load design shall consider exposure Category C. 8. Importance factor for snow, seismic and wind shall be 1.0 for the Category II buildings. 9. Importance factor for snow and seismic shall be 0.8 and wind shall be 1.0 for Category I

buildings. 10. All columns shall be designed as pinned base.

11. The collateral load is not to be used to resist uplift. 12. Tributary area roof live load reduction is not allowed. E. Structural Framing

1. All framing members shall be shop fabricated for field bolted assembly.

2. Primary Framing a. All rigid frame and modular frame members shall be either hot rolled mill

sections or welded, built-up "I" shapes. b. All primary framing shall receive one (1) shop coat of red rust inhibitive primer,

applied at 3.0 – 4.0 mils DFT, Sherwin Williams, Steel Spec Universal B50 AV 8431 or equal.



3. End wall Framing End wall framing shall consist of columns at building corners, interior support columns,

and continuous or simple span rafter sections, unless otherwise specified on drawings. 4. Secondary Framing a. Roof purlins shall be cold-formed "Z" sections of necessary depth and gauge to

support the specified design loads. b. Eave struts shall be cold-formed, unequal leg "C" sections of sufficient depth

and gauge to support both roof and wall loads at the building eave. c. Wall girts shall be "Z" or "C" sections of sufficient depth and gauge to support

the specified design loads. d. The sheeting attachment at the base shall be an angle of unequal legs of

necessary gauge and size to provide a positive bolt connection. e. All secondary framing shall receive one (1) shop coat of red rust inhibitive

primer, applied at 3.0 – 4.0 mils DFT, Sherwin Williams, Steel Spec Universal Primer, B50 AV 8431 or equal, or galvanized finish (preferred) if standard per manufacturer.

5. Wind bracing, where required, shall be threaded rods fabricated of materials of

adequate strength, with capability of being adjusted as necessary. F. Roof and Wall Covering 1. Roof and wall panels shall be precision roll-formed. 2. Wall panel material shall be ribbed panel, (Alliance SBS ‘R’ panel profile or equivalent)

26 gauge minimum or thicker galvalume, per ASTM specification A653, and painted with metal panel coating system per manufacturers standards. Interior and Exterior face color shall be a standard manufacturer color. Color charts for both interior and exterior options shall be supplied with proposal for review and selection by owner.

3. Roof panels shall be 26-gauge minimum or thicker galvalume. Ribbed panel (Alliance

SBS ‘PBR’ profile or equal). All roof systems shall be screw down, ribbed panel, exposed fastener, with galvalume finish.

4. For exposed fastener roof and wall panels, self-tapping panel fasteners shall be No. 14,

Type “A”, hex head, stainless steel screw with bonded neoprene seal washer factory assembled.

5. Sealer for roof sidelaps and endlaps shall be per-formed tape mastic, and/or non-

skinning tube sealants. Tape mastic shall be pre-formed butyl rubber-based compound, which is non-hardening, non-corrosive to metal and shall have excellent adhesion



properties. Tape mastic shall be white or light grey in color. Tube sealant shall be a synthetic elastomer-based material, grey or bronze. The sealer shall be non-asphaltic, non-shrinking, non-drying, and non-toxic. Adhesion to metal, plastic, and painted surfaces shall be superior from -10°F to 140°F. Flash point shall be at least 300°F and shall not flow at 200°F.

G. Flashing Closures and Trim

1. Flashing and/or trim shall be provided at the rake, corners, eaves, framed openings, and wherever necessary to provide a "weathertight" building and a finished appearance.

2. Flashing and/or trim shall be formed from factory painted materials. Rake and eave

trim, or gutters, shall be furnished in Owner selected color. Trim on corners, framed openings or other openings in wall shall be furnished in the same color as the wall material.

3. Solid or closed cell rubber or neoprene closures, pre-formed, and shall be provided at

rake, eave, ridge, and roof to wall flashing when required to ensure weather tightness. 4. Thermal break at purlins shall be provided if noted on drawings.

5. Flashing shall be 24-gauge steel sheet galvanized and painted to match building siding or trim. Ridge caps and corner trim shall be one-piece die formed panels, all comparable with the cladding type.

H. Accessories 1. Insulated Hollow Metal Swing Doors a. Door leaves shall be 3’-0” x 7’-0” x 1-3/4" thick, full flush, fabricated from 20

gauge, 1.25 ounces per square foot hot dip galvanized, mill bonderized steel sheets. Jamb extensions shall be furnished where required to provide secure attachments to the wall framing.

b. Doors shall be furnished with lever handles, satin chrome finish and industrial

hydraulic closer, unless noted on drawings. Provide locksets on all exterior doors. Doors to be keyed alike. Door handles are to be approved by owner.

c. Doors shall have full safety glass light panel on upper half of door. d. Doors shall be insulated. e. Each door leaf shall swing from three (3) 4½" x 4½" galvanized steel, inter-

locking, template butt hinges. f. Door leaf and frames shall be shop painted with one (1) coat primer and one (1)

finish coat. Finish color to be determined by Owner.



g. Fire rated doors shall be provided as indicated on the included drawings and shall be in accordance with NFPA 252 fire protective standards (45 minutes and under ratings) and ASTM E119/NFPA 251 fire resistive standards (over 45 minutes).

2. Overhead Doors Reference drawings for door locations and sizes. 4. Windows Reference drawings for window locations and sizes. Windows shall be metal framed,

double hung and have low-E glass. 5. Gutters and Downspouts None Required 6. Insulation

Metal Building Insulation for the boiler building shall be vinyl backed condensation control blanket of sufficient thickness to provide a minimum “R” value required by the energy code adopted by the State of Maine. The (white) vinyl backing shall provide a permeability of 0.02 perms or less when tested in accordance with ASTM E 96 with a flame spread rating of less than 25 when tested in accordance with ASTM C 84. Insulation shall conform to ASTM C 665, Type II, Class A or Type III, Class A. Insulate all building ceilings. Ceiling insulation systems shall meet the required R-Value of the Maine Energy Code. Appropriate thermal block/break at purlins and girts shall be provided. Wall insulation system shall include thermal break at girts. Insulation shall be of sufficient thickness to meet the International Energy Conservation Code (IECC), latest edition. Roof insulation will be supported by Skyweb System (or equal).

7. Ventilators Exhaust fans, gravity ventilators, and louvered vents shall be as specified on the

drawings and shall be of size and type shown on the drawings (Later-Reference 6.0-B-2 Above). Color and final paint coating or finish to match siding color or to be selected by the Owner. Owner to supply components for installation by contractor.

I. Building Anchorage and Foundations The building anchor bolts and related anchorage shall be designed to resist the column reactions

resulting from the specified loads as applied in the specified loading combinations. The sizes and design shall be as specified by the building manufacturer. All required anchor bolts will be



supplied by others. Refer to drawings for any unique connection circumstances such as extending or attaching to equipment columns or steel structure supplied by others.

J. Grout Contractor to advise if grout is required under column base plates. If grout is required, a

maximum of 1” grout allowance to be assumed. K. Liner Panels Contractor shall provide a separate price for supply and install minimum 29-gauge liner panels in

two configurations.

Liner panel and flashing full height of walls. 7.0 ERECTION A. Contractor responsible for erection all items. B. Exercise care with all items to avoid damaging either materials or finishes. C. Provide all bracing, temporary bracing and accessories required for proper and complete

erection of work. Safety and adequacy of temporary bracing are the responsibility of the Contractor.

D. Set all steel plumb, level, and properly spaced at correct elevations. E. Erection tolerances shall be in accordance with AISC "Code of Standard Practice for Steel

Buildings and Bridges". 8.0 WARRANTY A. Bids shall include a written warranty against defects in workmanship and materials for a

minimum of the following: 1. A one (1) year workmanship warranty against failures caused by faulty erection. 2. A two (2) year materials and workmanship warranty against failures.

3. Provide manufacturer’s written weather tightness warranty for five (5) years against leaks in roof panels arising out of or caused by ordinary wear and tear under normal weather and atmospheric conditions.

4. Provide manufacturer’s paint film warranty for twenty (20) years against cracking,

peeling, chalking, and fading of the coating on painted wall panels, painted roof panels, and soffit panels. Manufacturer warrants that coating shall not peel, crack, or chip for twenty (20) years. For a period of twenty (20) years chalking shall not exceed #8 per ASTM D4214 and fading shall be 5 color difference units or less per ASTM D2244.



B. Any defects, leaks or other deficiencies appearing within this period of warranty shall be

immediately repaired at no additional cost to the Owner. C. Any materials damaged during shipping or erection to render it structurally unsound or unsightly

shall likewise be replaced at no additional cost. 9.0 SPECIAL INSTRUCTIONS A. All bids shall be submitted on the enclosed Bid Form with attachments, if necessary. B. The enclosed drawings are for BIDDING PURPOSES ONLY. C. The successful bidder shall have access to power as necessary for completion of the erection of

the buildings. D. Building erection is to be done with appropriate tie-off per OSHA requirements. E. Manlifts and truck cranes required for erection are to be part of the successful bidders’ s supply. F. Building lighting, electrical, etc. will be provided by others. 10.0 BID REMOVAL OPTION The Owner reserves the right to remove any or all of this section from the bid package.

Drawing List 19-Oct-2018; Rev-0


Drawing Number Rev. Rev. Date Drawing Title 7843-1000-01-AR001 F 10/19/2018 Building Layout 7843-1000-01-AR007 D 10/19/2018 Partial Building Layout Boiler House 7843-2020-01-AR001 A 10/19/2018 Plan View 7843-2020-01-AR002 A 10/19/2018 Section 7843-3010-01-AR001 A 10/19/2018 Boiler Building Plan 7843-3010-01-AR002 A 10/19/2018 Boiler Building Elevators

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

Date: Revision:

Vendor InformationName of Bidder:

Address: Telephone Number:

Fax Number: E-Mail:

Date:

Description Pricing (USD)Building1. Building Information (Base Bid) a. Total weight of Steel Framing / Purlins / Girts, etc. included with Building (Lbs.) ) b. Total SF of Exterior Wall Sheeting Included (SF): c. Total SF of Roof Sheeting Included (SF): d. Type of Roof Purlin Used:

2. Schedule a. Receipt of Approval Drawings from Receipt of PO (weeks) b. Receipt of anchor rod and reaction drawing from receipt of PO (weeks). c. Receipt of Certified Drawings from Receipt of PO (weeks) d. Building Delivered On-Site from Receipt of PO e. Estimated Time to Complete Building Installation (once it arrives on site (days) )

Materials: Labor:

Subtotal: Price for Man door Canopy (installed) each.

Materials: Labor:

Subtotal: Add Price for Liner Panels on Walls to 8' high.

Materials: Labor:

Subtotal:

Pre-Engineered Metal Building7843-0067843.70.05.0119-Oct-180

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

The undersigned, being familiar with all requirements of the contract documents as prepared by Mid-SouthEngineering Co., hereby agrees to enter into a contract to furnish all labor, materials, services, and equipmentnecessary for the complete execution of all work in strict accordance with the drawings and specifications forthe 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

7843-001_Bid Form (Labor) 1/6


Date: Revision:



Fax Number: E-Mail:

Date:


Add Price for Liner Panel on walls full height.Materials:

Labor: Subtotal:

Sub-Total Materials: Sub-Total Labor:

Freight: Total F.O.B. Job Site:

Total Number of Man-Hours Required:

Schedule

1. Estimated time to mobilize after awarded.

2. Estimated construction/installation time.

3. Staffing and working hours -Describe the anticipated work schedule and averageproject staffing.

Proposed Payment Terms

Proposal Exceptions/Qualifications

$0.00$0.00

$0.00$0.00

$0.00$0.00$0.00



Date: Revision:



Fax Number: E-Mail:

Date:


Contractor Information

1. Experience Modifier Rate (EMR)

2. State Contractor's License Number forthe State of MaineInclude copy of License with Bid Form.

Expiration Date:

3. Safety - Attach a copy of your current safetyprogram and policies for review by the Owner.

4. Drug Testing - Attach a copy of your current drugtesting program and policies for review by theOwner.

BondingIf required, a Performance and Payment Bond willbe provided at a cost of:

InsuranceAn up-to-date insurance certificate is to beattached.

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

If yes, please submit either an insurance binderand/or a Certificate of Insurance from the insuringcompany.



Date: Revision:



Fax Number: E-Mail:

Date:


Labor Billing RatesAdditional Work Craft Supervisory Billing Rate of Pay1. 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 expendedcosts for material plus a percentage which includesall costs including profit and overhead. Invoicing forthis payment must be supported by the Contractor'sactual invoice for material.

Material plus percentage:



Date: Revision:



Fax Number: E-Mail:

Date:


3. Additional equipment costs will be invoiced at Equipment Billing Ratesthe 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 byContractor's subcontractors shall be invoiced forsubcontractors actual invoice plus a percentage forContractor's total mark-up.

Subcontractor's actual invoice plus percentage:

5. Work Authorization - Additional work can only beauthorized by Purchaser or Purchaser'sRepresentative. Total costs will be established priorto authorization where possible. Contractor musthave Purchaser or Purchaser's Representative signhis approval for change order work on a daily basis.



Date: Revision:



Fax Number: E-Mail:

Date:


AddendumsAcknowledgement is hereby given for receipt of thefollowing bid addendums.

Addendum: Date:

Addendum: Date:

Addendum: Date:

Addendum: Date:

Bid AcceptanceThe undersigned hereby designates the office ofwhich "Notice to Proceed" and/or correspondenceshould be mailed. Also, by signing below, equipmentand/or Contractor offers to sell the service orequipment included herein. Failure to sign below willresult in automatic disqualification of proposal.

Name of Firm: By (Signature):

(Above Signature Typed): Mailing Address:

Telephone Number: Fax Number:

E-Mail: Date:

If different from above, show the address to whichpurchase order and/or payments should be mailed:


Bid Package Acknowledgement Form


The Supplier/Contractor acknowledges receipt of Quotation Request 7843-006 for Pre-Engineered Metal Building 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]

mailto:[email protected]

mailto:[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: Contact Name Vic Firth Company 77 High St. Newport, ME 04953 Submit all questions concerning the drawings and specifications to: Ronald 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 “CONTACT NAME” provided to contractor 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: Ronald Rideout MID-SOUTH ENGINEERING 303 Main Street Orono, ME 04473 E-Mail [email protected] , 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.

General Conditions for Equipment 10/19/2018; Rev-0


1.0 DEFINITION OF TERMS A. Owner Whenever the word "Owner", "Purchaser", or "Company" is used, it shall be understood to refer

to Vic Firth Company. B. Contractor Whenever the word "Contractor", "Supplier", "Fabricator", or "Vendor" is used, it shall be

understood to refer to the person or persons, co-partnership, corporation, or joint venture who have entered into the Agreement with Owner or his legal representatives. The word "Contractor" shall also mean the Contractor's agents, employees, officials, subcontractors, or anyone connected with the work herein set forth on behalf of the contractor.

C. Engineer The word "Engineer" shall be understood to refer to the Engineer of the Owner, Mid-South, or

such other engineer, supervisor, inspector, or testing laboratory as may be authorized by said Owner to act in any particular position or capacity.

The engineer shall have the power to make decisions on all questions involving the

interpretation of plans and specifications. 2.0 SCOPE OF WORK A. Work Covered by the Contract Price The price agreed to in the Contract shall cover the cost of necessary supervision, labor, tools,

materials, equipment, etc., required to perform the work in strict accordance with the specifications and drawings. The Owner or Owner's Engineer shall determine the satisfactory completion of work.

B. Changes in Work The Owner reserves the right to make alterations, deviations, additions to, or omissions from

the plans, specifications, or quantity of work as may be deemed necessary. The Contractor shall perform all changes in work. Any changes will be set forth in a Contract Change Order which will specify the work to be done in connection with the change, adjustment of contract time, if any, and the basis of compensation for such work. A Contract Change Order will not become effective until approved by the Owner.



C. Injunction or Strike If there be an injunction, strike, or interference by duly constituted legal authorities which will

delay the work, the Contractor shall give the Owner or his Engineer notice of such injunction or other cause of delay, together with all pertinent details, papers, copies of injunction, etc. The Contractor shall also vigorously pursue all legal remedies necessary to remove the interference.

D. Revision to Certified Shop Drawings Engineering and/or construction revision expense resulting from changes made in Fabricator's

shop prints after certification shall be billed to the Fabricator, unless such post-certification changes are made at the request of the Owner or Engineer.

E. Packing, Marking, and Shipping 1. Structural steel shall have an erection mark which corresponds to drawings. 2. Structural steel shall be packed and/or protected to insure safe shipment and

subsequent storage at job site prior to actual installation. 3. Finished surfaces shall be adequately protected for shipment by easily removable

coating and/or by other means required. 4. All structural steel shall be adequately protected for shipment and machined surfaces

protected against rust. All small parts shall be boxed, crated, and packaged for shipment, and each box, crate or package shall be clearly and legibly identified as to its contents.

5. Fabricator shall package and ship all bolts, flat washers, bevel washers, and nuts

required for assembly, but not for fastening equipment to concrete or steel. 6. The Seller will be liable for any charges resulting from improper packing, loading, or

shipping. G. Compliance Contractor warrants that all goods proposed hereunder shall be produced, sold, delivered, and

furnished in strict compliance with all applicable laws and regulations to which the subject goods are subject. Contractor shall execute and deliver such documents as may be required to effect or to evidence compliance. All laws and regulations required in agreements of this character are hereby incorporated by this reference, including provisions of Executive Orders 10925, 11114, 11246, 11375, and 11598, and as amended, and opportunity for employment on government contracts and all rules and regulations of the President's Committee on Equal Employment Opportunity.



3.0 QUALITY CONTROL A. Inspection of Work Any and all work is subject to inspection by the Owner or Engineer at any time during the

performance of the work. The results of any tests will be made available to the Contractor, but interpretation of the results and acceptance will be the responsibility of the Engineer.

Any and all fabrication work will be subject to shop inspection by the Owner or Engineer at any

time during the performing of this contract. B. Shop Drawings Shop drawings, when furnished by the Contractor to the Engineer, shall be checked for

completeness and accuracy before submission. The Owner or Engineer shall not be held responsible for any omissions or errors on the shop drawings, even though the Engineer and Owner have revised the drawings.

C. Defective or Damaged Work Any work or material which has been rejected by the Owner or Engineer due to damage or poor

workmanship shall be corrected or replaced in acceptable manner by the Contractor, and no compensation will be allowed for such correction or replacement.

4.0 SCHEDULE The goods and/or services as specified herein will be subject to expediting by the Owner or its representatives. As required by the Owner or Engineer, the Contractor shall supply schedules and progress reports for the Owner's use in expediting. 5.0 CONSTRUCTION DRAWINGS No drawings shall be used for fabrication or construction without an "Issued for Construction" stamp plainly located on the lower right-hand corner of the drawing and be signed and sealed. All work done from any drawings without the "Issued for Construction" stamp, signed, and sealed shall be replaced at the Contractor's expense unless the work is approved in writing by the Engineer. 6.0 FINAL PRICE BREAKDOWN The Contractor shall furnish a complete breakdown for accounting purposes of this price by major components, in accordance with listing and accounting numbers to be furnished by the Owner. In



general, the breakdown will not be carried so far as to cause a hardship upon the Contractor. For the Contractor's guidance, a sample breakdown will be furnished in advance, if requested. 7.0 CONTRACT The Contractor shall not subcontract or assign any part of the work covered by these specifications without first obtaining written approval from the Owner. Nothing in the Contract Documents shall create any contractual relation between any subcontractor of the Contractor and the Owner. The Contractor agrees that he is fully responsible to the Owner for the acts and omissions of his subcontractors. 8.0 CONFLICTS The contract documents are complementary, and what is called for by any one shall be binding as if called for by all. In case of conflict between any of the Contract Documents, priority of interpretation shall be in the following order: Signed Agreement, Payment Bonds (if any), Bid Form, Special Conditions, General Conditions, Instructions to Bidders, Invitation to Bid, and Specifications. 9.0 REFERENCE SPECIFICATIONS Where reference is made in these specifications to specifications compiled by other agencies, organizations or departments, such reference is made for expediency and standardization and such specifications referred to are hereby made a part of these specifications. 10.0 INDEMNIFICATION The Owner, the Owner's Agents, Mid-South, their employees, or their duly authorized agents shall not be held accountable in any manner for any loss or damage that may happen to the work or any part thereof, for injury to any person or persons or for damaged adjacent property resulting from the Contractor's operations or the operations of any subcontractor, or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. Prior to the acceptance by Purchaser of equipment thereof, as provided in this contract, the Contractor shall be responsible for and shall indemnify and hold harmless the Owner, the Owner's Agents, Mid-South Engineering Co., their employees, or their duly authorized agents, from any and all damages suffered and from any and all liability claims or other actions brought for or on account of any injuries or damages received or sustained by any person or persons, by or from the Contractor, the subcontractors or their agents, in construction of the work, or by any consequence or any negligent act or omission of the Contractor, the subcontractors or their agents, or by failure to pay any taxes or to satisfy other



liabilities for which the Contractor, the subcontractors and their agents are responsible, but this shall not include any liability arising out of the sole negligence of the Owner, the Owner's Agents, Mid-South Engineering Co., their employees, or their duly authorized agents. After the acceptance by Purchaser of the equipment and installation thereof, the Supplier's obligation of indemnification due to any occurrence which causes loss, injury, or death shall be limited to the proportionate extent of a judgment that it is determined that Supplier's negligence or fault contributed to, or is a producing cause of, the loss, injury, or death made the basis of the claim. 11.0 LIENS Supplier agrees to pay off and satisfy all claims for labor and materials employed or used in any way by supplier in connection with the work performed hereunder for the Purchaser, and to permit no liens of any kind to be fixed upon or against the property of the Purchaser by Supplier's laborers, mechanics, or material men, and agrees to indemnify, protect, and save the Purchaser harmless from and against all such claims and liens. 12.0 INSURANCE/BONDING At the option of the Owner, the Contractor agrees to provide a Performance, Payment, Supply Bond, written by the company satisfactory to Owner, in the full amount of the contract. The cost of the bond shall be borne by the Owner. 13.0 PATENTS AND ROYALTIES INDEMNITY: Seller shall indemnify, protect, defend and hold harmless Buyer and its officers, employees, agents, customers, and clients, from and against all claims, suits, judgments, costs, losses, expenses (including attorney's fees), and liabilities, of whatsoever kind and nature arising out of any infringement, actual or claimed, of any patents, copyrights, royalties, or trade names by any of the goods covered by this order or by their manufacture, sale or use. 14.0 GOVERNING LAW This contract and the rights and duties of the parties hereunder shall be governed by the laws of the State of Maine.

1 2 3

4

5 67

8 9 10 11 12 13

14

A

A.1

B

B.1

C

D

E

F

B C D E F G

1

2

3

4

5

6

7

8

2'

3'

4'

5'

6'

7'

8'

9'

10'

11'

1'

G'F'E'D'C'B'A'

1

1'

1

1978 ORIGINAL BUILDING COLUMN LINES

1982 ADDITION COLUMN LINES

1986 ADDITION COLUMN LINES

LEGEND

SAW MILL

AREA

5'-0"

6'-0"

10'-0"

8'-6"

Cart

42x30

Table 96x36

Wire

R

ack

60

x2

4

Wire

R

ack

60

x2

4

Stamper

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Desk

Fcab

Cabnt

36x30

Cart

42x30

Table 96x36

Cart

42x30

Cart

42x30

Table 96x36

Table 96x36

Cart

42x30

Cart

42x30

Table 96x36

Cart

42x30

Table 96x36

Pallet

40x48

Mallet

Winder

Table

48x30

Pallet

40x48

Pallet

40x48

Pallet

40x48

Cart

42x30

Wire

R

ack

60

x2

4

DLKS

Pallet

40x48

Cart

Jens

Desk

Cart

Wire

R

ack

60

x2

4

Pallet

40x48

Table 96x30

Table 96x30

Hand

Strtn

Table

48x30

Table

60x30

Table

48x30

Table

60x30

Table 72x30

Table 72x30

Table 72x30

Table 72x30

Table 72x30

Table 72x30

Pallet

40x48

Pallet

40x48

Table 72x30

Table

60x30

Table

60x30

Fcab

Table

60x30

Table

60x30

Table

60x30

Table

60x30

Wire Rack

60x24

Wire Rack

60x24

Wire Rack

60x24

Wire Rack

60x24

Wire Rack

60x24

Wire

R

ack

60

x2

4

Desk

Desk

Cabnt

36x30

Table 72x30

Table 72x30

Pallet

40x48

Die

Sh

elf

Pallet

40x48

Pallet

40x48

Clicke

r

Pre

ss

Clicker

Press

Frans

Desk

Elec P

anels

14

13

12

A

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

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

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

CHECKER

Table

CHECKER

Table

Pallet

40x48

Pallet

40x48

Pallet

40x48

Table 72x30

Table 72x30

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Table

2/6 A

rt

Em

pty

Totes

Empty

Totes

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Ink

Cbnt

Adj

Table

Pallet

40x48

Pallet

40x48

TBox

Pallet

40x48

Pallet

40x48

We

ig

ht

Qu

e

We

ig

ht

Qu

e

We

ig

ht

Qu

e

We

ig

ht

Qu

e

We

ig

ht

Ta

gs

Strghtn

Strghtn

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Stm

p 7

Que

Stm

p 7

Que

Stm

p 7

Que

Stm

p 7

Que

Stm

p 1

Que

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Stm

p 7

Que

Auto

Straighten

Auto

Straighten

Auto

Straighten

Auto

Straighten

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

HA

ND

ST

R.

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

HA

ND

ST

R.

12'-0"

7'-0"

SMOKING AREA

HAZ. WASTE STORAGE

24'X24' (576 SQFT)

EXISTING

TRANSFORMER PAD

NEW CANOPY OVER RAMP

NEW ADA COMPLIANT WALKWAY

MACHINE SHOP

7843-7010-01-AR001

UNLOADING

OF LONG

MATERIAL

RETAINING WALL

RAMP UP

R

A

M

P

U

P

LOADING DOCK

KILN #1

KILN #2

KILN #3

KM SECONDARY

AREA

SANDER JIG

CART WITH

GLASS CASE

SHELVING

SHELVING

COMPUTER

F.C.

VICE

BRIDGEPORT

TOOLBOX

DOWEL CART

DUST COLLECTOR

LATHE

DOWEL CART

DOWEL CART

TABLE

DRILL

PRESS

DOWEL CART

DOWEL CART DOWEL CART

TRIM SAW

TRANSFER PRESS

18'-0"

13'-0"

50'-0"

28'-6"

8'-0"

5'-4"

FUTURE EXPANSION

(1,100 SQFT)

RIP SAW

DOWELER

CART

TABLE

CART

CART

TABLE

AUTOMATIC

FEED BIN

DOWELER

MOLDER

FEEDER

CONVEYOR

LIFT

WEIGH ABLE

TABLE

AUTOMATIC

FEED BIN

AUTOMATIC

FEED BIN

DOWEL

SANDER

DOWELER

AUTOMATIC

FEED BIN

AUTOMATIC

FEED BIN

HYDRAULIC

TANK

WIRLWIND SAW

DUMPING

BIN

WIRLWIND SAW

DUMPING

BIN

WIRLWIND SAW

DUMPING

BIN

6'-0"

5'-0"

6'-0"

CART

CART

AUTOMATIC

FEED BIN

WEIGH ABLE

CHIPPER

BELT

HOPPER

HYD

TANK

BLOWER

BREAKDOWN HUMP

BREAKDOWN CHAINS

UNSCRAMBLER

ROLLCASE

DECLINE SEQUENCING DECIL

TIPPLE W/ ROLLCASE

TRIMSAW

SORTER

TABLE

AUTOMATIC

FEED BIN

SORTER

TABLE

AUTOMATIC

FEED BIN

11'-0"

TRIMSAW

TRIMSAW

5'-0"

5'-0"

TABLE TABLE

SORTER

TABLE

AUTOMATIC

FEED BIN

TABLE TABLE

5'-10"

TOTE

TOTE

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

FUTURE DEVELOPMENT

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

DRYING RACKS

DRYING RACKS

FAN

FAN

FAN

FAN

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

DRYING RACKS

FAN

FAN

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

DRYING RACKS

FAN

FAN

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

DRYING RACKS

FAN

FAN

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

DRYING RACKS

FAN

FAN

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

DRYING RACKS

FAN

FAN

TOTE

AUTO FEED

BUTT WHEEL

PAN

TIP WHEEL

DRYING RACKS

FAN

FAN

12

3

4

56

78

PALLET

PALLET

PALLET

PALLET

PALLET

PALLET

PALLET

PALLET

GRINDING WHEELS

VERTICAL CAROUSEL STORAGE

HEAD PREP

DRESSING

HEAD PREP

DRESSING

BENCH

DOWEL CART

DESK

TOOL SHELVES

7'-11 7/16"

DOWEL CART

DOWEL CART

DOWEL CART

DOWEL CART

DOWEL CART

BENCH

TOOL CARTTOOL CART

6'-6"

13'-0"

1'-4 7/8"

DESK

EL. PANEL 1 EL. PANEL 2 EL. PANEL 3

EL. PANEL 4

EL. PANEL 8

EL. PANEL 7

EL. PANEL 6EL. PANEL 5

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

5'-6"

13'-0"

15'-0"

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

5'-0"

4'-0" DEEP SUMP

W/ DUPLEX PUMPS

TRENCH

PLUMBING NEEDED

TABLE

TOOLBOXCABINET

BUTT DRILL

WHIRL WIND

CNC

CABINET

DRILL PRESS

WOOD

DUMPSTER

BIN

BIN

WOOD

DUMPSTER

BIN

TOTE

TOTE

TOTE

DRILL PRESS

DRILL PRESS

WORK TABLE

BENCH

WOOD LATHE

CART

SHELVING

GRINDER

CART

DRUMSTICK

BUTTHOLE

DRILLER

DESK

TABLE JOINTER

F

I

T

S

A

W

NASH GRINDER

SEAVEY BACK KNIFE

DBL END JOINTER

BIN

BIN

BENCH

BENCH

PLASTIC

MOLD

INJECTOR

RESIN

GRINDER

RESIN

GRINDER

PLASTIC

MOLD

INJECTOR

BENCH

FLAP SAND

SIDE SAND

PALLET

PALLET

BENCH

BENCH

TOOLBOX

TOOLBOX

Pallet

40x48

Pallet

40x48

9'-1 5/8"

Pallet

40x48

Pallet

40x48

JOINTER

DREDLOCK SLOTTER

WHIRL WIND

Pallet

40x48

Pallet

40x48

Pallet

40x48

DOWEL CART

TOTE

SIDE SANDER

BENCH

EXISTING POWER POLE

NEW TRANSFORMER

BY CMP.

9'X9' VAULT BY VFC.

NEW POWER POLE

G

NEW ROAD

EXISTING POWER POLE

A

APPROX. PROPANE

TANK LOCATION

3 BAY LUMBER STORAGE

(60X40)

NEW ELECTRICAL ROOM

12'X10'

BOILER HOUSE

22' DIAMETER SILO

APPROXIMATE PROPERTY

LINE LOCATION

(2) 5" U/G CONDUIT BY VFC.

CABLING BY CMP.

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

- - -

F 10/19/2018 MKL ISSUED FOR BIDS

ZILDJIAN COMPANY

NEWPORT

ME

PLANT

OVERALL AREA

ARCHITECHTURAL, BUILDING

BUILDING LAYOUT

7843 1000 01 AR0011/16"=1'-0"

MKL 08/01/2018

MKL 10/19/2018

MKL 10/19/2018

7843-1000-01-AR005 7843-1000-01-AR004

7843-1000-01-AR003 &

7843-1000-01-AR006 ABOVE

7843-1000-01-AR002

7843-1000-01-AR007

NOT FOR

CONSTRUCTION

ISSUED FOR

BIDS

AutoCAD SHX Text

V Tone

AutoCAD SHX Text

Z Tone / Wt

AutoCAD SHX Text

Autosleeve

AutoCAD SHX Text

WMH2

AutoCAD SHX Text

BS2

AutoCAD SHX Text

HT2

AutoCAD SHX Text

BS2

AutoCAD SHX Text

HT2

AutoCAD SHX Text

STMP3

AutoCAD SHX Text

STMP6

AutoCAD SHX Text

Table 29x48

AutoCAD SHX Text

STMP7

AutoCAD SHX Text

Table 27x25

AutoCAD SHX Text

STMP5

AutoCAD SHX Text

STMP2

AutoCAD SHX Text

STMP1

AutoCAD SHX Text

ODDS

AutoCAD SHX Text

REWASH

AutoCAD SHX Text

REWASH

AutoCAD SHX Text

REWASH

AutoCAD SHX Text

ODDS

EF

G

MATCH LINE

7843-1000-01-AR005

9'-4 1/2"

18'-0"

60'-0"

ELECTRICAL

ROOM

MULTICLONE

ID FAN

STACK

BELT CONVEYOR

WATER TREATMENT TANKS

BAG HOUSE

BLOWER

BOILER

22'-0" DIAMETER, 100 TON, SILO

REST ROOM

REVERSING DISCHARGE

SCREW

ASH SCREW BELOW BREECHING

TO FILL DUMPABLE BIN.

METERING BIN

40'-0"

10'-11"

40'-0"

9'-0"

8'-4 1/2"

ALTERNATE POSITION OF THE

BRIQUETTER DISCHARGE

275 GAL FUEL TANK

8X10 ROLL DOOR

8X10 ROLL DOOR

DUMPING HOPPER

RETURN

AIR

FROM BLOWERS

DUMPING HOPPER

22T

23R

UP

10'-0"

CYCLONE

VENT FILTER

9'-4 1/2"

14'-0"

CONTROL

ROOM

MULTICLONE

ID FAN

STACK

BELT CONVEYOR

WATER TREATMENT TANKS

BREECHING

BOILER

22'-0" DIAMETER,

100 TON, SILO

BOILER ACCESS WALKWAY

BRIQUETTER

BAG HOUSE FOR SANDER

(RAISED)

10'-11"9'-0"

12'-4 1/2"

ALTERNATE POSITION W/

DUMPING HOPPER BELOW

PRESS

KILN CONTROL

VALVES

STORAGE

ROOM

SCREW CONVEYOR

UP

22T

23R

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


STATE

- - -

D 10/19/2018 MKL ISSUED FOR BIDS

ZILDJIAN COMPANY

NEWPORT

ME

PLANT

OVERALL AREA

ARCHITECHURAL, BUILDING

PARTIAL BUILDING LAYOUT BOILER HOUSE

7843 1000 01 AR0071/8" = 1'-0"

MKL 09/21/2018

SIM 10/19/2018

SIM 10/19/2018

KEY PLAN

AR003AR002

AR004

AR005

AR007

AR006

SECOND FLOOR PLAN

NOT FOR

CONSTRUCTION

ISSUED FOR

BIDS

KILNS DESIGN BY OTHERS

12X12

ROLL D

OOR

EXISTIN

G 20

X20

ROLL D

OOR

20X20 OPENING

EXISTING DOOR

EXISTING WALL

NEW WALLEXISTING WALL

NEW WALL

RAMP UP

RAMP UP

A20

20-01-AR

002

48' - 0"

100' -

0"

MID-SOUTH

SCALEDRAWING NO.DRN.

CKD.

APP.

NO. DATE BY DESCRIPTION

CURRENT REVISION

WWW.MSECO.COM

NOT FORCONSTRUCTION

ISSUED FORBIDS

STATE

1658 Malvern Ave., Hot Springs, AR 71901200 MacKenan Dr., Cary, NC 27511


1/8" = 1'-0"

MKL

WDG

RWR

ZILDJIAN COMPANYNEWPORT

7843-2020-01-AR001

SAWMILL/ WOOD STORAGEBUILDINGARCHITECTURAL, BUILDINGPLAN VIEW

10/01/2018

10/19/2018

10/19/2018

ME1/8" = 1'-0"

RAW MATERIAL HANDLING DOCK LAYOUT

A 10/19/2018 MKL ISSUED FOR BIDS

Level 10' - 0"

Level 10' - 0"

ROOF30' - 0"

ROOF30' - 0"

GD E F

1

12TO BE DETERMINED

1

12TO BE DETERMINED

EXISTING ROOFEXISTING WALL

KILNS DESIGN BY OTHERS

SECOND FLOOR11' - 0"

SECOND FLOOR11' - 0"

MID-SOUTH


CKD.

APP.


CURRENT REVISION

WWW.MSECO.COM

NOT FORCONSTRUCTION

ISSUED FORBIDS

STATE



3/16" = 1'-0"

MKL

WDG

RWR


7843-2020-01-AR002

SAWMILL/ WOOD STORAGEBUILDINGARCHITECTURAL, BUILDINGSECTION

10/01/2018

10/19/2018

10/19/2018

ME

3/16" = 1'-0" 2020-01-AR001

ARAW MATERIAL HANDLING DOCK SECTION


UP

UP

8' - 6 1/2"

8X8 ROLL DOOR

ELECTRICAL ROOM

OPENING FOR CONVEYOR

3010-01-AR002

2 BOILERBUILDINGNORTHELEVATION

3010-01-AR0021

BOIL

ERBU

ILD

ING

EAST

ELEV

ATIO

N

8X8 ROLL DOOR

REST ROOM

3010-01-AR0021

BOIL

ERBU

ILD

ING

EAST

ELEV

ATIO

N

CONTROL ROOM

45' - 3 1/2"

18' - 6

"

3' -

10"

10' - 4

1/2

"9' -

4"

18' - 10 1/2" 26' - 5"

12' - 4"

RAIL

MID-SOUTH


CKD.

APP.


CURRENT REVISION

WWW.MSECO.COM

NOT FORCONSTRUCTION

ISSUED FORBIDS

STATE



3/16" = 1'-0"

MKL

RWR

WDG


7843-3010-01-AR001

BOILERBUILDINGARCHITECTURAL, BUILDINGBOILER BUILDING PLAN

10/01/2018

10/19/2018

10/19/2018

ME

3/16" = 1'-0"

BOILER BUILDING LAYOUTNOTES:1. ALL DOORS TO BE 3'-0"X6'-8" UNLESS NOTED OTHERWISE.2. INTERIOR WALLS TO BE 5 1/2" STEEL STUDS WITH 5/8" GYPSUM

WALL BOARD BOTH SIDES. ELECTRICAL ROOM HAS TWO LAYERS.

3/16" = 1'-0"

SECOND FLOOR


4' -

0"

18' - 0

"

4.76°

1

12

SIDING

CONCRETE WALL

MID-SOUTH


CKD.

APP.


CURRENT REVISION

WWW.MSECO.COM

NOT FORCONSTRUCTION

ISSUED FORBIDS

STATE



3/16" = 1'-0"

MKL

WDG

RWR


7843-3010-01-AR002

BOILERBUILDINGARCHITECTURAL, BUILDINGBOILER BUILDING ELEVATIONS

10/01/2018

10/19/2018

10/19/2018

ME

3/16" = 1'-0" 3010-01-AR001

1BOILER BUILDING EAST ELEVATION

3/16" = 1'-0" 3010-01-AR001

2BOILER BUILDING NORTH ELEVATION
