PROPOSAL PACKAGE FOR - Stevens Construction · PROPOSAL PACKAGE FOR ADDITION TO BEIDLER CENTER...

PROPOSAL PACKAGE FOR

ADDITION TO BEIDLER CENTER

LOCATED AT:

2820 HARDING HWY. EAST

MARION, OHIO 43302

for

MARCA INDUSTRIES 2465 Harding Hwy East

Marion, Ohio 43302

PREPARED BY:

OMNESS DESIGN

140 FAIRFAX ROAD

MARION, OHIO 43302 Ph (740) 387-8947

Architectural Project Number: 19-125

Date: March 12, 2020

Marca Alterations and Additions to Beidler Center

19-125

BID FORM 1

BID FORM

PROJECT NUMBER AND TITLE: ALTERATIONS AND ADDITION TO BEIDLER

CENTER

19-125

LOCATION OF PROJECT AND COUNTY: MARCA INDUSTRIES

2820 HARDING HWY E.

MARION, OHIO 43302

(MARION COUNTY)

BIDS SHALL BE DELIVERED TO MARCA INDUSTRIES OFFICE (ADDRESS ABOVE)

ON OR BEFORE MONDAY, MARCH 16, 2020 BY 12:00 NOON. BIDS WILL BE

PRIVATELY OPENED.

The time for contract completion: The Contractor shall diligently prosecute the Work in a

timely manner and declare the date of completion of all Work following the receipt of the

Notice of Award, unless an extension of time is granted in accordance with the Contract

Documents.

Having read and examined the Contract Documents, including without limitation the Drawings

and Specifications, prepared by the Associate for the above-referenced Project, and the following

Addenda:

Addendum No. Date of Receipt

_______________________ _________________________

_______________________ _________________________

The undersigned Bidder proposes to furnish all material and to perform all labor, as specified and

described in the said Plans and Specifications for the said work, for the following sums. (Indicate

divisions of work, to be tailored by Associate for the specific project.)

GENERAL

BASE BID –

_____________________________________ Dollars ( $ ______________) Words Figures

ALTERNATE A-1 to deduct the cost of the Paper Storage Barn from the Work

_______________________________________ Dollars ($_________________) Words Figures

ALTERNATE A-2 to deduct the cost of the pre-engineered metal building (material

only) from the Work

_______________________________________Dollars ($__________________) Words Figures


19-125

BID FORM 2

***

BIDDER’S CERTIFICATION

The Bidder hereby acknowledges that the following representations in this bid are material and

not mere recitals:

1. Bidder has read and understands the Contract Documents and agrees to comply with all

requirements of the Contract Documents, regardless of whether the Bidder has actual

knowledge of the requirements and regardless of any statement or omission made by the

Bidder which might indicate a contrary intention.

2. The Bidder represents that the bid is based upon the Standards specified by the Contract

Documents.

3. Bidder has visited the project site, become familiar with local conditions and has

correlated personal observations about the requirements of the Contract Documents. The

Bidder has no outstanding questions regarding the interpretation or clarification of the

Contract Documents.

4. Bidder will enter into and execute the Contract with the Owner, if awarded on the basis

of this bid, and if the Bidder does not execute a Contract for any reason, other than as

authorized by law, the Bidder and the Bidder's Surety are liable to the Owner.

5. Bidder certifies that upon the award of a Contract, the Contractor will make a good faith

effort to ensure that all of the Contractor’s employees, while working on the Owner’s

property, will not purchase, transfer, use or possess illegal drugs or alcohol or abuse

prescription drugs in any way.

6. Bidder agrees to furnish any information requested by the Owner to evaluate the

responsibility of the Bidder.

If Bidder is a corporation, partnership or sole proprietorship, an officer, partner or principal of

the Bidder, as applicable, shall print or type the legal name of the Bidder on the line provided and

sign the Bid Form. If the Bidder is a joint venture, an officer, partner or principal, as applicable,

of each member of the joint venture shall print or type the legal name of the applicable member

on the line provided and sign the Bid Form. All signatures must be original.

BIDDER’S NAME:

Authorized Signature:

Print Name:

Title:

Company Name:

Mailing Address:

Telephone Number:

Federal Identification Number:

Additions to Beidler Center, Marca Industries

19-125

Final Conditional Waiver 2019

FINAL CONDITIONAL WAIVER

Date _______________________________

My/our contract with ______________________________________________________ (Other contracting party)

to provide ____________________________________________________________________

______________________________________________________________________________

for the improvement of the property described as: _____________________________________

______________________________________________________________________________

______________________________________________________________________________

having been fully paid and satisfied, all my/our mechanics’ lien rights against such property are

hereby waived and released. I/we further waive and release any rights I/we have to funds paid

pursuant to the construction contract or any subcontract. I have full authority to execute this

waiver.

This waiver is conditioned on actual receipt of __________________________________ (Write out amount)

________________________________________($ _____________________ ).

I/we will serve a new Notice of Furnishing if I/we provide additional labor/materials for

which I/we may wish to assert my/our mechanics’ lien rights against such property.

_______________________________________

By: ____________________________________ (Signature)

Name: _________________________________

Title: __________________________________

Telephone No.: __________________________

Address: _______________________________

_______________________________

DO NOT SIGN BLANK OR INCOMPLETE FORMS. RETAIN A COPY.

Additions to Beidler Center, Marca Industries 19-125

2019

Date _____________________________

FINAL UNCONDITIONAL WAIVER

Affiant states that all claims outstanding against said Contractor __________________________ for

labor materials, and expendable equipment employed in the performance of said Contractor have

been paid in full.

Affiant further relieves __________________________________________________________ (Name of Owner)

of all responsibilities of such debts incurred to date hereof against said Contract.

________________County

Sworn to before me and subscribed in my presence this _____ day of ____________________,

20____.

My commission expires ___________________, 20__.

(AFFIX SEAL HERE) __________________________________ (NAME OF NOTARY PUBLIC)

DO NOT SIGN BLANK OR INCOMPLETE FORMS. RETAIN A COPY.


GUARANTEE

GUARANTEE

DATE _________________, 20______

______________________________________________

(OWNER)

______________________________________________

(ADDRESS)

I/We ______________________________, having performed certain work

(CONTRACTOR)

and/or furnished material for ________________________________________________, under

(NAME OF PROJECT)

contract dated ____________________________, by me/us have been installed in a good and

workmanlike manner, and that all materials used in the installation have been equal to, or are

better than the materials called for in the specifications. I/We further guarantee that if any

defective materials or faulty workmanship are found to exist in any part of the work under

my/our contract within a period of one (1) year after formal acceptance of the Owner,

______________________________________________________(Name/Address) I/We shall

either replace or correct immediately such defective materials or faulty workmanship upon due

notice from the Owner, and without cost to the Owner, Owner’s Agent, successors or assigns.

I/We agree to continue my/our Bid Guaranty and Contract Bond for the period of guarantee,

whereby if I/We would neglect or fail to replace or correct such defective materials or faulty

workmanship, that then my/our bonding company shall be the agent for complying with the

conditions of this guarantee.

___________________________________

(NAME OF CONTRACTOR)

BY: ___________________________________

____________________________________

(AFFIX SEAL HERE) (NOTARY PUBLIC)

_____________________________County


19-125

SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 PROJECT INFORMATION

A. Project Identification: Marca Industries, Inc. Addition

1. Project Location: 2820 Harding Highway East, Marion, OH 43302

B. Owner: Marca Industries, Inc. 2465 Harding Highway East, Marion, OH 43302

C. Architect: Omness Design, Inc. 140 Fairfax Rd. Marion, OH 43302

D. Architect's Consultants: Architect has retained the following design professionals who have

prepared designated portions of the Contract Documents:

1. Structural Engineering: Shirk O’Donovan Consulting Engineers, Incorporated 370 E.

Wilson Bridge Road, Worthington, OH 43085-2321

2. Mechanical, Electrical, Plumbing Engineering: MDS associates, 4125 Hills & Dales Rd

N.W. Suite 100, Canton, OH 44708-1676

E. Owner’s Consultants:

1. Civil Engineering: Makeever & Associates, 1810 Mansfield Ct., Bucyrus, OH 44820

F. The Work consists of PEMB addition to the Beidler Center.

G. Work Under Separate Contracts:

1. The Owner may elect, as a deduct alternate, to have the Paper Storage Barn constructed

by others.

H. Owner-Furnished Products: The following products will be furnished by Owner and shall be

installed by Contractor as part of the Work:

I. The Owner may elect, as a deduct alternate, to furnish the pre-engineered metal building.

1.2 WORK RESTRICTIONS

A. Contractor's Use of Premises: During construction, Contractor will have limited use of area

indicated. Contractor's use of premises is limited only by Owner's right to perform work or

employ other contractors on portions of Project and as follows:

1. Owner will occupy premises during construction. Clean up work areas and return to

usable condition at the end of each work period.


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SUMMARY 011000 - 2

2. Driveways, Walkways, and Entrances: Keep driveways loading areas, and entrances

serving premises clear and available to Owner, Owner's employees, and emergency

vehicles at all times. Do not use these areas for parking or storage of materials.

B. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of

entrances, operable windows, or outdoor-air intakes.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

Additions to Beidler Center, MARCA Industries 19-125

PRICE AND PAYMENT PROCEDURES 012000 - 1

SECTION 012000 - PRICE AND PAYMENT PROCEDURES

PART 1 - GENERAL

PART 2 - EXECUTION

2.1 SCHEDULE OF ALTERNATES

A. Alternate No. A -1 – Deduction to omit Paper Storage Barn from project scope.

B. Alternate No. A-2 – Deduction to omit Pre-engineered Metal Building package from the scope

of work – material only; the contractor would still be required to assemble a Nu-Cor PEMB

furnished by the Owner


Addition to Beidler Center, Marca Industries 19-125

ALTERATION PROJECT PROCEDURES 013516 - 1

SECTION 013516 - ALTERATION PROJECT PROCEDURES

PART 1 - EXECUTION

1.1 PROTECTION

A. Protect persons, motor vehicles, surrounding surfaces of building, building site, plants, and

surrounding buildings from harm resulting from alteration work or spillage.

1. Provide temporary barricades, barriers, directional signage, and covers over walkways to

protect and exclude the public from areas where alteration work is being performed.

2. Erect temporary barriers to form and maintain fire-egress routes.

3. Contain dust and debris generated by alteration work, and prevent it from reaching the

public or adjacent surfaces.

4. Provide shoring, bracing, and supports as necessary. Do not overload structural elements.

5. Do not apply chemicals during winds of sufficient force to spread them to unprotected

surfaces.

6. Collect and dispose of runoff in a manner that prevents soil contamination, soil erosion,

undermining of paving and foundations, damage to landscaping, or water penetration into

building interior.

B. Protect existing materials, including floors along hauling routes, with temporary protections and

construction.

1. Use covering materials and masking agents that will not stain or leave residue on

surfaces. When no longer needed, promptly remove protective materials.

C. Comply with each product manufacturer's written instructions for protections and precautions.

D. Utility and Communications Services: Notify Owner; Architect; authorities having jurisdiction;

and entities owning or controlling wires, conduits, pipes, and other services affected by

alteration work before commencing operations. Disconnect and cap pipes and services as

required by authorities having jurisdiction, and provide temporary services during interruptions

to existing utilities.

E. Existing Drains: Prior to the start of work in an area, verify that drainage system is functioning

properly. Notify Architect immediately of inadequate drainage or blockage. Do not begin work

until the drainage system is functioning properly.

1. Prevent solids or other debris from entering the drainage system. Clean out drains and

drain lines that become sluggish or blocked from alteration work.

1.2 PROTECTION FROM FIRE

A. Comply with NFPA 241 requirements unless otherwise indicated.

B. Fire Watch: When working with heat-generating equipment or combustible materials, station

personnel to serve as a fire watch at each location where such work is performed. Fire-watch

personnel shall have the authority to enforce fire safety. Station fire watch according to

NFPA 51B and NFPA 241.

Addition to Beidler Center, Marca Industries 19-125

ALTERATION PROJECT PROCEDURES 013516 - 2

C. Fire-Control Devices: Maintain fire extinguishers, fire blankets, and rag buckets for disposal of

rags with combustible liquids.

1.3 GENERAL ALTERATION WORK

A. Notify Architect of visible changes in the integrity of material or components, including cracks,

movement, or distortion.

1. Do not proceed with the work in question until directed by Architect.



19-125

QUALITY REQUIREMENTS 014000 - 1

SECTION 014000 - QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 SECTION REQUIREMENTS

A. The owner shall employ the services of an independent testing and inspecting services to verify

compliance with requirements specified or indicated. These services do not relieve Contractor

of responsibility for compliance with the Contract Document requirements.

B. Testing Agency Qualifications: An independent agency with the experience and capability to

conduct testing and inspecting indicated; and where required by authorities having jurisdiction,

that is acceptable to authorities.

C. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of

duties. Provide qualified personnel to perform required tests and inspections.

1. Notify Architect and Contractor of irregularities or deficiencies in the Work observed

during performance of its services.

2. Do not release, revoke, alter, or increase requirements of the Contract Documents or

approve or accept any portion of the Work.

3. Do not perform any duties of Contractor.

D. Associated Services: Cooperate with testing agencies and provide reasonable auxiliary services

as requested. Provide the following:

1. Access to the Work

2. Incidental labor and facilities necessary to facilitate tests and inspections.

3. Adequate quantities of representative samples of materials that require testing and

inspecting. Assist agency in obtaining samples.

4. Facilities for storage and field curing of test samples.

5. Security and protection for samples and for testing and inspecting equipment.

E. Coordination: Coordinate sequence of activities to accommodate required quality-assurance

and –control services with a minimum of delay and to avoid necessity of removing and

replacing construction to accommodate testing and inspecting.

1. Schedule times for tests, inspections, obtaining samples, and similar activities.

F. Special Tests and Inspections: Owner will engage a qualified special inspector to conduct

special tests and inspections required by authorities having jurisdiction, as indicated in

Statement of Special Inspections attached to this Section.


19-125

QUALITY REQUIREMENTS 014000 - 2

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 REPAIR AND PROTECTION

A. General: On completion of testing, inspecting, sample taking, and similar services, repair

damaged construction and restore substrates and finishes.

B. Repair and protection are Contractor's responsibility, regardless of the assignment of

responsibility for quality-control services.


Additon to Beidler Center, Marca Industries 19-125

TEMPORARY FACILITIES AND CONTROLS 015000 - 1

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL


A. Water and Electric Power: Available from Owner's existing system without metering and

without payment of use charges. Provide connections and extensions of services as required for

construction operations.

PART 2 - PRODUCTS

2.1 EQUIPMENT

A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by

locations and classes of fire exposures.

PART 3 - EXECUTION

3.1 TEMPORARY UTILITY INSTALLATION

A. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner, and existing users for time when service can be

interrupted, if necessary, to make connections for temporary services.

B. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking-water fixtures.

Comply with regulations and health codes for type, number, location, operation, and

maintenance of fixtures and facilities.

C. Provide temporary lighting with local switching that provides adequate illumination for

construction operations, observations, inspections, and traffic conditions.

3.2 SUPPORT FACILITIES INSTALLATION

A. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste

from construction operations. Comply with requirements of authorities having jurisdiction.

3.3 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Provide protection, operate temporary facilities, and conduct construction as required to comply

with environmental regulations and that minimize possible air, waterway, and subsoil

contamination or pollution or other undesirable effects.

Additon to Beidler Center, Marca Industries 19-125

TEMPORARY FACILITIES AND CONTROLS 015000 - 2

B. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having

jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.

C. Provide temporary enclosures for protection of construction, in progress and completed, from

exposure, foul weather, other construction operations, and similar activities. Provide temporary

weathertight enclosure for building exterior.

D. Install and maintain temporary fire-protection facilities. Comply with NFPA 241.

3.4 MOISTURE AND MOLD CONTROL

A. Before installation of weather barriers, protect materials from water damage and keep porous

and organic materials from coming into prolonged contact with concrete.

1. Protect stored and installed material from flowing or standing water.

2. Remove standing water from decks.

3. Keep deck openings covered or dammed.

3.5 OPERATION, TERMINATION, AND REMOVAL

A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and

abuse, limit availability of temporary facilities to essential and intended uses.

B. Remove each temporary facility when need for its service has ended, when it has been replaced

by authorized use of a permanent facility, or no later than Substantial Completion.

C. At Substantial Completion, repair, renovate, and clean permanent facilities used during

construction period.


Additons to Beidler Center, Marca Industries 19-125

SELECTIVE DEMOLITION 024119 - 1

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL


A. Items indicated to be removed and salvaged remain Owner's property. Carefully detach from

existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse.

Include fasteners or brackets needed for reattachment elsewhere.

B. Predemolition Photographs: Show existing conditions of adjoining construction and site

improvements. Submit before Work begins.

C. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

D. It is not expected that hazardous materials will be encountered in the Work. If hazardous

materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous

materials will be removed by Owner under a separate contract.

PART 2 - PRODUCTS

2.1 PEFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with EPA regulations and with hauling and disposal

regulations of authorities having jurisdiction.

PART 3 - EXECUTION

3.1 DEMOLITION

A. Maintain services/systems indicated to remain and protect them against damage during selective

demolition operations. Before proceeding with demolition, provide temporary services/systems

that bypass area of selective demolition and that maintain continuity of services/systems to

other parts of the building.

B. Locate, identify, shut off, disconnect, and seal or cap off indicated utility services and

mechanical/electrical systems serving areas to be selectively demolished.

C. Refrigerant: Remove refrigerant from mechanical equipment to be selectively demolished

according to 40 CFR 82 and regulations of authorities having jurisdiction.

D. Protect walls, ceilings, floors, and other existing finish work that are to remain. Erect and

maintain dustproof partitions. Cover and protect furniture, furnishings, and equipment that have

not been removed.

Additons to Beidler Center, Marca Industries 19-125

SELECTIVE DEMOLITION 024119 - 2

E. Provide and maintain shoring, bracing, and structural supports as required to preserve stability

and prevent movement, settlement, or collapse of construction and finishes to remain, and to

prevent unexpected or uncontrolled movement or collapse of construction being demolished.

F. Provide temporary weather protection to prevent water leakage and damage to structure and

interior areas.

G. Requirements for Building Reuse:

1. Maintain existing building structure (including structural floor and roof decking) and

envelope (exterior skin and framing, excluding window assemblies and nonstructural

roofing material) not indicated to be demolished; do not demolish such existing

construction beyond indicated limits.

H. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting

methods least likely to damage construction to remain or adjoining construction.

I. Remove demolition waste materials from Project site. Do not burn demolished materials.

J. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective

demolition operations. Return adjacent areas to condition existing before selective demolition

operations began.



19-125

METAL RAILINGS 055200 - 1

SECTION 055200 - METAL RAILINGS

PART 1 - GENERAL


A. Submittals: Shop Drawings.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Railings shall be capable of withstanding a uniform load of 50 lbf/ft. and a concentrated load of

200 lbf applied to handrails and top rails of guards in any direction. Uniform and concentrated

loads need not be assumed to act concurrently.

B. Railing infill shall be capable of withstanding a concentrated load of 50 lbf applied horizontally

on an area of 1 sq. ft.. Infill load and other railing loads need not be assumed to act

concurrently.

2.2 METALS

A. Steel Pipe: ASTM A 53/A 53M, Schedule 40.

B. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.

C. Iron Castings: Either gray iron, ASTM A 48/A 48M, or malleable iron, ASTM A 47/A 47M,

unless otherwise indicated.

D. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as

supported rails unless otherwise indicated.

2.3 OTHER MATERIALS

A. Shop Primer for Iron and Steel Railings: Fast-curing, lead- and chromate-free, universal

modified-alkyd primer complying with MPI#79.

B. Shop Primer for Galvanized Railings: Primer formulated for exterior use over zinc-coated metal

and compatible with finish paint systems indicated.

2.4 FABRICATION

A. Assemble railing systems in shop to the greatest extent possible. Use connections that maintain

structural value of joined pieces.


19-125

METAL RAILINGS 055200 - 2

B. Form changes in direction of railing members by bending.

C. Fabricate railing systems and handrails for connecting members by welding or by brazing or

with concealed mechanical fasteners and fittings.

D. Provide manufacturer's standard wall brackets, flanges, miscellaneous fittings, and anchors to

connect handrail and railing members to other construction.

E. Provide wall returns at ends of wall-mounted handrails.

2.5 FINISHES

A. Steel Railings: Hot-dip galvanized after fabrication, ASTM A 123/A 123M; cleaned and shop

primed after galvanizing.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Fit exposed connections accurately together to form tight, hairline joints.

B. Set railings accurately in location, alignment, and elevation and free of rack.

C. Anchor posts in concrete by forming or core-drilling holes 5 inches deep and 3/4 inch greater

than OD of post. Fill annular space between post and concrete with nonshrink, nonmetallic

grout.

D. Attach handrails to wall with wall brackets.



19-125

PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS 064116 - 1

SECTION 064116 - PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS

PART 1 - GENERAL


A. Submittals: Shop Drawings Samples showing the full range of colors available for each type of

finish.

B. Installer Qualifications: Fabricator of products.

C. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet

work is completed, and HVAC system is operating.

PART 2 - PRODUCTS

2.1 ARCHITECTURAL CABINETS

A. Quality Standard: AWI, AWMAC, and WI's "Architectural Woodwork Standards."

B. Plastic-Laminate Cabinets: Custom grade.

1. Type of Construction: Face frame.

2. Cabinet Door and Drawer Style: Reveal overlay.

3. Laminate Cladding: Horizontal surfaces other than tops, Grade HGS; postformed

surfaces, Grade HGP; vertical surfaces, Grade VGS; edges, PVC edge banding, 0.12 inch

thick; semiexposed surfaces, Grade CLS.

4. Drawer Sides and Backs: Solid hardwood.

5. Drawer Bottoms: Hardwood plywood.

2.2 MATERIALS

A. Medium-Density Fiberboard: ANSI A208.2, Grade 130.

B. Particleboard: ANSI A208.1, Grade M-2.

C. High-Pressure Decorative Laminate: NEMA LD 3.

1. Formica

2. Wilson Art

2.3 CABINET HARDWARE AND ACCESSORY MATERIALS

A. Butt Hinges: 2-3/4-inch, five-knuckle steel hinges made from 0.095-inch- thick metal, and as

follows:

http://www.specagent.com/LookUp/?ulid=5711&mf=04&src=wd


19-125


1. Semiconcealed Hinges for Overlay Doors: BHMA A156.9, B01521.

B. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, 135 degrees of

opening, self-closing.

C. Wire Pulls: Back mounted, solid metal, 4 inches long, 2-1/2 inches deep, and 5/16 inch in

diameter.

D. Catches: Push-in magnetic catches, BHMA A156.9, B03131.

E. Shelf Rests: BHMA A156.9, B04013; plastic.

F. Drawer Slides: BHMA A156.9, B05091.

1. Box Drawer Slides: Grade 1.

G. Drawer Locks: BHMA A156.11, E07041.

H. Exposed Hardware Finishes: Comply with BHMA A156.18 for BHMA code number indicated.

1. Finish: Satin Stainless Steel: BHMA 630.

I. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to 15

percent moisture content.

2.4 FABRICATION

A. Complete fabrication to maximum extent possible before shipment to Project site. Disassemble

components only as necessary for shipment and installation. Where necessary for fitting at site,

provide ample allowance for scribing, trimming, and fitting.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Before installation, condition cabinets to average prevailing humidity conditions in installation

areas.

B. Install cabinets to comply with referenced quality standard for grade specified.

C. Install cabinets level, plumb, true, and straight. Shim as required with concealed shims. Install

level and plumb (including tops) to a tolerance of 1/8 inch in 96 inches.

D. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at

cuts.

E. Anchor cabinets to anchors or blocking built into or directly attached to substrates. Fasten with

countersunk concealed fasteners and blind nailing.

F. Cabinets: Install so doors and drawers are accurately aligned. Adjust hardware to center doors

and drawers in openings and to provide unencumbered operation.


19-125


1. Fasten wall cabinets through back, near top and bottom, at ends and not more than 16

inches o.c. with No. 10 wafer-head sheet metal screws through metal backing or metal

framing behind wall finish.



19-125

THERMAL INSULATION 072100 - 1

SECTION 072100 - THERMAL INSULATION

PART 1 - GENERAL


A. Surface-Burning Characteristics: According to ASTM E 84 by a qualified testing agency.

Identify products with appropriate markings of applicable testing agency.

PART 2 - PRODUCTS

2.1 INSULATION PRODUCTS

A. Extruded-Polystyrene Board Insulation: ASTM C 578, Type IV, with flame-spread and smoke-

developed indexes of 75 and 450, respectively.

B. Glass-Fiber-Blanket Insulation: ASTM C 665, Type I, unfaced with flame-spread and smoke-

developed indexes of 25 and 450, respectively.

C. Vinyl-Faced Fiberglass Blanket Insulation : White fiberglass-reinforced vinyl scrim facing

ASTM E96 permeance and ASTM C1136 puncture resistance and with fiberglass insulation

meeting ASTM C 665 with smoke and flame spread of 10.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install insulation in areas and in thicknesses indicated or required to produce R-values indicated.

Cut and fit tightly around obstructions and fill voids with insulation.

B. Maintain 3-inch clearance of insulation around recessed lighting fixtures not rated for or

protected from contact with insulation.



19-125

JOINT SEALANTS 079200 - 1

SECTION 079200 - JOINT SEALANTS

PART 1 - GENERAL


A. Submittals: Product Data and color Samples.

B. Environmental Limitations: Do not proceed with installation of joint sealants when ambient and

substrate temperature conditions are outside limits permitted by joint-sealant manufacturer or

are below 40 deg F.

PART 2 - PRODUCTS

2.1 JOINT SEALANTS

A. Compatibility: Provide joint sealants, joint fillers, and other related materials that are

compatible with one another and with joint substrates under service and application conditions.

B. Sealant for General Exterior Use Where Another Type Is Not Specified:

1. Single-component, neutral-curing silicone sealant, ASTM C 920, Type S; Grade NS;

Class 25; for Use NT.

2. Single-component, nonsag urethane sealant, ASTM C 920, Type S; Grade NS; Class 25;

and for Use NT.

3. Single-component, nonsag polysulfide sealant, ASTM C 920, Type S; Grade NS;

Class 25; for Use NT.

4. Single-component, nosag urethane sealant, ASTM C 920, Type S; Grade NS; Class 25;

for Use T.

C. Sealant for Exterior Traffic-Bearing Joints, Where Slope Precludes Use of Pourable Sealant:

1. Single-component, nonsag urethane sealant, ASTM C 920, Type S; Grade NS; Class 25;

for Use T.

D. Sealant for Interior Use at Perimeters of Door and Window Frames:

1. Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF.

E. Acoustical Sealant:

1. Nonsag, paintable, nonstaining latex sealant complying with ASTM C 834 that

effectively reduces airborne sound transmission as demonstrated by testing according to

ASTM E 90.


19-125

JOINT SEALANTS 079200 - 2

2.2 MISCELLANEOUS MATERIALS

A. Provide sealant backings of materials that are nonstaining; are compatible with joint substrates,

sealants, primers, and other joint fillers; and are approved for applications indicated by sealant

manufacturer based on field experience and laboratory testing.

B. Cylindrical Sealant Backings: ASTM C 1330, of size and density to control sealant depth and

otherwise contribute to producing optimum sealant performance.

C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant

manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or

joint surfaces at back of joint. Provide self-adhesive tape where applicable.

D. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of

sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate

tests and field tests.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with ASTM C 1193.

B. Install sealant backings to support sealants during application and to produce cross-sectional

shapes and depths of installed sealants that allow optimum sealant movement capability.

C. Install bond-breaker tape behind sealants where sealant backings are not used between sealants

and backs of joints.

D. Acoustical Sealant Installation: At sound-rated assemblies and elsewhere as indicated, seal

perimeters, control joints, openings, and penetrations with a continuous bead of acoustical

sealant. Install acoustical sealant at both faces of partitions. Comply with ASTM C 919.



19-125

HOLLOW METAL DOORS AND FRAMES 081113 - 1

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL


A. Submittals: Product Data and Shop Drawings.

PART 2 - PRODUCTS

2.1 HOLLOW METAL DOORS AND FRAMES

A. Frames: ANSI A250.8; conceal fastenings unless otherwise indicated.

1. Steel Sheet for Interior Frames: 0.042-inch- minimum thickness.

2. Interior Frame Construction: Knocked down.

3. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement

plates from same material as frames.

4. Frame Anchors: Not less than 0.042 inch thick.

B. Prepare doors and frames to receive mortised and concealed hardware according to SDI A250.6

and BHMA A156.115.

C. Reinforce doors and frames to receive surface-applied hardware.

D. Prime Finish: Manufacturer's standard, factory-applied coat of lead- and chromate-free primer

complying with SDI A250.10 acceptance criteria.

2.2 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, suitable for exposed applications.

B. Frame Anchors: ASTM A 879/A 879M, 4Z coating designation; mill phosphatized.

1. For anchors built into exterior walls, sheet steel complying with ASTM A 1008/A 1008M

or ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M,

Class B.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install hollow metal frames to comply with SDI A250.11.

1. Fire-Rated Frames: Install according to NFPA 80.

B. Install doors to provide clearances between doors and frames as indicated in SDI A250.11.

C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of

prime coat and apply touchup of compatible air-drying rust-inhibitive primer.


19-125

FLUSH WOOD DOORS 081416 - 1

SECTION 081416 - FLUSH WOOD DOORS

PART 1 - GENERAL


A. Submittals: Samples for factory-finished doors.

PART 2 - PRODUCTS

2.1 FLUSH WOOD DOORS

2.2 DOOR CONSTRUCTION, GENERAL

A. Quality Standard: WDMA I.S.1-A.

B. WDMA I.S.1-A Performance Grade:

1. Heavy duty unless otherwise indicated.

C. Particleboard-Core Doors: Provide structural composite lumber cores instead of particleboard

cores for doors with protection plates.

2.3 FLUSH WOOD DOORS

A. Veneer-Faced Doors for Transparent Finish:

1. Interior Solid-Core Doors: Premium grade,-ply, particleboard cores.

a. Faces: Grade A rotary-cut select white birch.

b. Veneer Matching: Book and balance match.

c. Continuous matching for doors with transoms.

2.4 FABRICATION AND FINISHING

A. Factory-fit doors to suit frame-opening sizes indicated and to comply with clearances specified.

B. Factory-machine doors for hardware that is not surface applied. Locate hardware to comply

with DHI-WDHS-3.

C. Cut and trim openings to comply with referenced standards.

D. Factory-finish doors indicated for transparent finish with manufacturer's standard finish

complying with WDMA TR-6, catalyzed polyurethane for grade specified for doors.

1. Sheen: Satin.

2. Color: match existing weld doors.


19-125

FLUSH WOOD DOORS 081416 - 2

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install doors to comply with manufacturer's written instructions and WDMA I.S.1-A, and as

indicated.

1. Install fire-rated doors to comply with NFPA 80.

2. Install smoke- and draft-control doors according to NFPA 105.

B. Align and fit doors in frames with uniform clearances and bevels.

C. Clearances: As follows unless otherwise indicated:

1. 1/8 inch at heads, jambs, and between pairs of doors.

2. 1/8 inch from bottom of door to top of decorative floor finish or covering.

3. 1/4 inch from bottom of door to top of threshold.

4. Comply with NFPA 80 for fire-rated doors.



19-125

SECTIONAL DOORS 083613 - 1

SECTION 083613 - SECTIONAL DOORS

PART 1 - GENERAL


A. Submittals: Product Data, Shop Drawings, manufacturer's color charts, and maintenance data.

PART 2 - PRODUCTS

2.1 DOOR ASSEMBLY

A. Description: Steel sectional door according to DASMA 102 unless otherwise indicated.

1. Operation Cycles: Not less than 20,000.

2. Installed R-Value: 6.0 deg F x h x sq. ft./Btu.

B. Structural Performance, Exterior Doors: Capable of withstanding 20 lbf/sq. ft. wind-loading

pressure.

C. Steel Sections: Galvanized steel with flat grooved or ribbed face sheets.

1. Finish: Baked enamel or powder coat.

D. Glazed Panels: Clear insulating glass.

E. Interior Facing Material: manufacturer's standard material complying with DASMA 107.

F. Manual Door Operator: Chain-hoist operator.

G. Tracks and Supports: Galvanized steel, sized for door size and weight.

H. Hardware: Heavy-duty, corrosion-resistant hardware, with hot-dip galvanized, stainless-steel, or

other corrosion-resistant fasteners, to suit door type.

I. Locks: Spring-loaded deadbolt and adjustable locking bars to engage through slots in tracks.

J. Safety Interlock Switch: Equip power-operated doors with safety interlock switch to disengage

power supply when door is locked.


19-125

SECTIONAL DOORS 083613 - 2

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install door, track, and operating equipment complete with necessary hardware, anchors, inserts,

hangers, and equipment supports.

B. Accessibility: Install doors, switches, and controls along accessible routes in compliance with

regulatory requirements for accessibility.

C. Power-Operated Doors: Install according to UL 325.

D. Test and adjust controls and safeties.



19-125

ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 084113 - 1

SECTION 084113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

PART 1 - GENERAL


A. Submittals: Product Data, Shop Drawings, and color Samples.

1. For entrance doors, include hardware schedule.

PART 2 - PRODUCTS


A. Structural Performance: Design, engineer, fabricate, and install aluminum-framed storefronts to

withstand structural loads indicated.

1. Limit deflection of framing members normal to wall plane to 1/175 of clear span or an

amount that restricts edge deflection of individual glazing lites to 3/4 inch, whichever is

less.

B. Windborne-Debris Resistance: Framing system and doors pass basic-protection testing

requirements in ASTM E 1996 for Wind Zone 1 when tested according to ASTM E 1886.

C. Air Infiltration: Limited to 0.06 cfm/sq. ft. of fixed framing and glass area when tested

according to ASTM E 283 at a static-air-pressure difference of 6.24 lbf/sq. ft.

D. Water Penetration: Systems do not evidence water leakage when tested according to

ASTM E 331 at minimum differential pressure of 20 percent of positive wind-load design

pressure but not less than 10 lbf/sq. ft. Options in "Thermal Transmittance (U-factor)"

Paragraph below are examples only; revise values to suit climate zone of building envelope as

defined by the IECC.

E. Thermal Transmittance (U-factor): Fixed glazing and framing areas shall have U-factor of not

more than 0.40 Btu/sq. ft. x h x deg F as determined according to NFRC 100.

2.2 ALUMINUM-FRAMED STOREFRONTS

A. Basis of Design: Tubelite T24650 and T14000.

B. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish

indicated; ASTM B 209 sheet; ASTM B 221 extrusions.

C. Framing Members: Manufacturer's standard extruded-aluminum framing members of thickness

required and reinforced as required to support imposed loads.

1. Construction: Thermally broken.



19-125


D. Doors: 1-3/4-inch- thick glazed doors with minimum 0.125-inch- thick, extruded-aluminum

tubular rail and stile members. Mechanically fasten corners with reinforcing brackets that are

deeply penetrated and fillet welded or that incorporate concealed tie rods. Provide snap-on,

extruded-aluminum glazing stops and preformed gaskets.

1. Door Design: As indicated Narrow stile; 2-1/8-inch nominal width.

2. Accessible Doors: Smooth surfaced for width of door in area within 10 inches above

floor or ground plane.

3. Exterior Doors: Provide compression weather stripping at fixed stops. At other locations,

provide sliding weather stripping retained in adjustable strip mortised into door edge.

E. Glazing: Comply with Section 088000 "Glazing."

F. Glazing Gaskets: Manufacturer's standard sealed-corner pressure-glazing system of black,

resilient elastomeric glazing gaskets, setting blocks, and shims or spacers.

G. Fasteners and Accessories: Compatible with adjacent materials, corrosion resistant, nonstaining,

and nonbleeding. Use concealed fasteners except for application of door hardware.

H. Fabrication: Fabricate framing in profiles indicated for flush glazing (without projecting stops).

Provide subframes and reinforcing of types indicated or, if not indicated, as required for a

complete system. Factory-assemble components to greatest extent possible. Disassemble

components only as necessary for shipment and installation.

1. Door Framing: Reinforce to support imposed loads. Factory-assemble door and frame

units and factory-install hardware to greatest extent possible. Reinforce door and frame

units for hardware indicated. Cut, drill, and tap for factory-installed hardware before

finishing components.

I. Aluminum Finish: Class I, clear anodic finish; complying with AAMA 611.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Isolate metal surfaces in contact with incompatible materials, including wood, by painting

contact surfaces with bituminous coating or primer or by applying sealant or tape recommended

by manufacturer.

B. Install components to drain water passing joints, condensation occurring within framing

members, and moisture migrating within the system to exterior.

C. Set continuous sill members and flashing in full sealant bed as specified in Section 079200

"Joint Sealants" to produce weathertight installation.

D. Install framing components true in alignment with established lines and grades to the following

tolerances:

1. Variation from Plane: Limit to 1/8 inch in 12 feet; 1/4 inch over total length.


19-125


2. Alignment: For surfaces abutting in line, limit offset to 1/16 inch. For surfaces meeting at

corners, limit offset to 1/32 inch.

3. Diagonal Measurements: Limit difference between diagonal measurements to 1/8 inch

E. Install doors without warp or rack. Adjust doors and hardware to provide tight fit at contact

points and smooth operation.



19-125

AUTOMATIC DOOR OPERATORS 087113 - 1

SECTION 087113 - AUTOMATIC DOOR OPERATORS

PART 1 - GENERAL


A. Submittals: Product Data, Shop Drawings, and maintenance data.

B. Installer Qualifications: Installer who is approved by manufacturer.

PART 2 - PRODUCTS

2.1 DOOR OPERATORS AND ACCESSORIES

A. Basis of Design; LCN 9.30

B. Swinging Door Operators: Surface operator with electromechanical operating system.

1. Type: Power door operators complying with BHMA A156 and requirements for means

of egress in the IBC.

2. Wind Load: Provide door operators on exterior doors that will open and close doors and

maintain them in fully closed position when subjected to wind load of 30 psf.

C. Cover for Surface-Mounted Operators: Extruded or formed aluminum; manufacturer's standard

width; with enclosed end caps and maintenance access.

D. Operator Controls: According to BHMA standards.

1. Activation Device: Push-plate switch on each side of door.

E. Signage: As required by cited BHMA standard for the type of operator.

F. Exposed Finish: Class II, clear anodic finish.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install power door operators and controls according to cited BHMA standard.

1. Power Door Operator Installation Standard: BHMA A156.10.

2. Low-Energy Door Operator Installation Standard: BHMA A156.19.



19-125

AUTOMATIC DOOR OPERATORS 087113 - 2

B. Guide Rails: Install according to BHMA A156.10, including Appendix A and manufacturer's

written instructions, unless otherwise indicated. Securely anchor guide rails level and true to

location.

C. Signage: Apply on both sides of each door as required by cited BHMA standard for type of door

operator and direction of pedestrian travel.

D. Test and inspect components, assemblies, and installations, including connections.

E. After three days' use by normal traffic (100 to 300 cycles), readjust door operators and controls

and lubricate hardware and moving parts.



19-125

GLAZING 088000 - 1

SECTION 088000 - GLAZING

PART 1 - GENERAL


A. Submittals: Product Data and Samples.

PART 2 - PRODUCTS

2.1 GLASS, GENERAL

A. Glazing Publications: Comply with published recommendations of glass product manufacturers

and organizations below unless more stringent requirements are indicated. See these

publications for glazing terms not otherwise defined in this Section or in referenced standards.

B. Safety Glazing: Where safety glazing is indicated, provide glazing that complies with

16 CFR 1201, Category II.

C. Safety Glazing Labeling: Where safety glazing is indicated, permanently mark glazing with

certification label of the SGCC or another certification agency acceptable to authorities having

jurisdiction or manufacturer. Label shall indicate manufacturer's name, type of glass, thickness,

and safety glazing standard with which glass complies.

D. Insulating-Glass Certification Program: Permanently marked either on spacers or on at least one

component lite of units with appropriate certification label of IGCC.

E. Windborne-Debris-Impact Resistance: Exterior glazing shall comply with basic-protection

testing requirements in ASTM E 1996 for Wind Zone 1 when tested according to

ASTM E 1886. Test specimens shall be no smaller in width and length than glazing indicated

for use on Project and shall be installed in same manner as glazing indicated for use on Project.

2.2 GLASS PRODUCTS

A. Fully Tempered Float Glass: ASTM C 1048, Kind FT; Type I; Quality-Q3.

B. Heat-Strengthened Float Glass: ASTM C 1048, Kind HS; Type I; Quality-Q3.

C. Reflective-Coated Glass: ASTM C 1376, coated by pyrolytic vacuum deposition (sputter-

coating) process.

D. Insulating-Glass Units: Factory-assembled units consisting of sealed lites of glass separated by a

dehydrated interspace, qualified according to ASTM E 2190.


19-125

GLAZING 088000 - 2

2.3 GLAZING SEALANTS

A. Glazing Sealant: Neutral-curing silicone glazing sealant complying with ASTM C 920, Type S,

Grade NS, Class 25, Use NT.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with combined recommendations of manufacturers of glass, sealants, gaskets, and other

glazing materials, unless more stringent requirements are contained in GANA's "Glazing

Manual."

B. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics.

C. Remove nonpermanent labels, and clean surfaces immediately after installation.

3.2 INSULATING-GLASS TYPES

A. Glass Type C: Tinted insulating glass.

1. Overall Unit Thickness: 1 inch.

2. Thickness of Each Glass Lite: 1/4"’.

3. Outdoor Lite: Heat-strengthened float glass.

4. Tint Color: Gray.

5. Interspace Content: Air.

6. Indoor Lite: Heat-strengthened float glass.

7. Solar Heat-Gain Coefficient: 0.14 maximum.

B. Glass Type b: Reflective-coated, tinted insulating glass.

1. Overall Unit Thickness: 1 inch.

2. Thickness of Each Glass Lite: ¼’.

3. Outdoor Lite: Tinted heat-strengthened float glass.

4. Tint Color: Gray.


6. Indoor Lite: Clear fully tempered float glass.

7. Coating Location: Second surface.

8. Coating Color: Gray.

9. Solar Heat-Gain Coefficient: 0.14 maximum.

10. Safety glazing required.

C. Glass Type a: Reflective-coated, tinted insulating spandel glass.

1. Over Unit Thickness: 1 inch.

2. Thickness of Each Glass Lite 1/4”.

3. Outdor Lite: Tinted fully tempered float glass.

4. Tint Color: Gray, opaque coating #4, Face – Black Ceramic Frit.


19-125

GLAZING 088000 - 3


6. Indoor Lite: Clear fully tempered float glass.

7. Coating Location: Second Surface

8. Coating Color: Gray.



NON-STRUCTURAL METAL FRAMING 092216 - 1

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

PART 1 - GENERAL


A. Submittals: Product Data.

PART 2 - PRODUCTS

2.1 METAL FRAMING AND SUPPORTS

A. Steel Framing Members, General: ASTM C 754.

1. Steel Sheet Components: ASTM C 645. Thickness specified is minimum uncoated base-

metal thickness.

2. Protective Coating: Coating with equivalent corrosion resistance of

ASTM A 653/A 653M, G40 zinc coating.

B. Framing Systems:

1. Studs and Runners: In depth indicated and 0.018 inch thick unless otherwise indicated.

2. Flat Strap and Backing: 0.018 inch thick.

3. Hat-Shaped, Rigid Furring Channels: In depth indicated and 0.018 inch thick.

4. Z-Furring: In depth required by insulation, 1-1/4-inch face flange, 7/8-inch wall-

attachment flange, and 0.018 inch thick.

2.2 ACCESSORIES

A. General: Comply with referenced installation standards.

1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power,

and other properties required to fasten steel members to substrates.

B. Isolation Strip at Exterior Walls: Asphalt felt or foam gasket.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install steel framing to comply with ASTM C 754."

1. Gypsum Plaster Assemblies: Also comply with ASTM C 841.


NON-STRUCTURAL METAL FRAMING 092216 - 2

B. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim,

grab bars, toilet accessories, furnishings, or similar construction.

C. Isolate steel framing from building structure, except at floor, to prevent transfer of loading

imposed by structural movement.

1. Where studs are installed directly against exterior walls, install isolation strip between

studs and wall.

D. Fire-Resistance-Rated Assemblies: Comply with requirements of listed assemblies.


Additions to Beidler Center, Marca Industris 19-125

GYPSUM BOARD 092900 - 1

SECTION 092900 - GYPSUM BOARD

PART 1 - GENERAL


A. Submittals: Product data.

PART 2 - PRODUCTS


A. Fire-Resistance-Rated Assemblies: Provide materials and construction identical to those tested

in assemblies per ASTM E 119 by an independent testing and inspecting agency acceptable to

authorities having jurisdiction.

B. STC-Rated Assemblies: Provide materials and construction identical to those tested in

assemblies per ASTM E 90 and classified per ASTM E 413 by a qualified independent testing

and inspecting agency.

2.2 PANEL PRODUCTS

A. Provide in maximum lengths available to minimize end-to-end butt joints.

B. Interior Gypsum Board: ASTM C 1396/C 1396M, in thickness indicated, with manufacturer's

standard edges. Type as required for specific fire-resistance-rated assemblies.

C. Glass-Mat, Water-Resistant Gypsum Backing Board: ASTM C 1178/C 1178M, of thickness

indicated. Regular type unless otherwise indicated and Type X where required for fire-

resistance-rated assemblies and where indicated.

2.3 ACCESSORIES

A. Trim Accessories: ASTM C 1047, formed from galvanized or aluminum-coated steel sheet,

rolled zinc, plastic, or paper-faced galvanized-steel sheet. For exterior trim, use accessories

formed from hot-dip galvanized-steel sheet, plastic, or rolled zinc.

1. Provide cornerbead at outside corners unless otherwise indicated.

2. Provide LC-bead (J-bead) at exposed panel edges.

3. Provide control joints where indicated.

B. Joint-Treatment Materials: ASTM C 475/C 475M.

1. Joint Tape: Paper unless otherwise recommended by panel manufacturer.

Additions to Beidler Center, Marca Industris 19-125

GYPSUM BOARD 092900 - 2

2. Joint Compounds: Setting-type taping compound and drying-type, ready-mixed,

compounds for topping.

C. Sound-Attenuation Blankets: ASTM C 665, Type I (unfaced).

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install gypsum board to comply with ASTM C 840.

1. Isolate gypsum board assemblies from abutting structural and masonry work. Provide

edge trim and acoustical sealant.

2. Single-Layer Fastening Methods: Fasten gypsum panels to supports with screws.

3. Multilayer Fastening Methods: Fasten base layers with screws, and face layers to base

layers with adhesive and supplementary fasteners.

B. Fire-Resistance-Rated Assemblies: Comply with requirements of listed assemblies.

C. Finishing Gypsum Board: ASTM C 840.

1. At concealed areas, unless a higher level of finish is required for fire-resistance-rated

assemblies, provide Level 1 finish: Embed tape at joints.

2. At substrates for tile, provide Level 2 finish: Embed tape and apply separate first coat of

joint compound to tape, fasteners, and trim flanges.

3. Unless otherwise indicated, provide Level 4 finish: Embed tape and apply separate first,

fill, and finish coats of joint compound to tape, fasteners, and trim flanges.

D. Glass-Mat, Water-Resistant Backing Panels: Finish according to manufacturer's written

instructions.


Additons to Beidler Center, Marca Industries

19-125

ACOUSTICAL PANEL CEILINGS 095113 - 1

SECTION 095113 - ACOUSTICAL PANEL CEILINGS

PART 1 - GENERAL


A. Submittals: Product Data and Samples.

PART 2 - PRODUCTS


2.2 ACOUSTICAL PANELS

A. Basis of Design: Armstrong, Mesa 681.

B. Classification: As follows, per ASTM E 1264:

1. Pattern: CE (perforated, small holes and lightly textured).

2. LRC: Not less than 0.85.

3. NRC: Not less than 0.60.

4. CAC: Not less than 35.

5. Surface-Burning Characteristics: Class A.

C. Color: White.

D. Edge Detail: Reveal sized-to-fit exposed flange of suspension system.

E. Thickness: 9/16 inch.

F. Modular Size: 24 by 24 inches.

2.3 CEILING SUSPENSION SYSTEM

A. Ceiling Suspension System: Wide-face, direct-hung system; ASTM C 635, intermediate-duty

structural classification.

1. Face Design: Flat, flush.

2. Face Finish: Painted white.

B. Attachment Devices: Sized for 5 times the design load indicated in ASTM C 635, Table 1,

Direct Hung, unless otherwise indicated.

C. Wire Hangers, Braces, and Ties: Zinc-coated carbon-steel wire; ASTM A 641/A 641M, Class 1

zinc coating, soft temper.

Additons to Beidler Center, Marca Industries

19-125

ACOUSTICAL PANEL CEILINGS 095113 - 2

1. Size: Provide yield strength at least 3 times the hanger design load (ASTM C 635,

Table 1, Direct Hung), but not less than 0.106-inch- diameter wire.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install acoustical ceilings to comply with ASTM C 636/C 636M and seismic design

requirements indicated, according to manufacturer's written instructions and CISCA's "Ceiling

Systems Handbook."

B. Install acoustical panels with undamaged edges and fit accurately into suspension system

runners and edge moldings. Scribe and cut panels at borders and penetrations to provide a neat,

precise fit.

C. Arrange directionally patterned acoustical units as indicated on Drawings.



RESILIENT BASE AND ACCESSORIES 096513 - 1

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

PART 1 - GENERAL


A. Submittals: Product data and Samples.

B. Extra Materials: Deliver to Owner at least 10 linear feet of each type and color of resilient wall

base installed.

PART 2 - PRODUCTS

2.1 RESILIENT BASE

A. Vinyl Base: ASTM F 1861, Type TV (vinyl, thermoplastic), Group I (solid, homogeneous).

B. Style: Cove (base with toe).

C. Minimum Thickness: 0.125 inch.

D. Height: 4 inches.

E. Lengths: Cut lengths 48 inches long or coils in manufacturer's standard lengths.

F. Outside Corners: Job formed or preformed.

G. Inside Corners: Job formed or preformed.

2.2 RESILIENT MOLDING ACCESSORY

A. Rubber Molding Accessories.

B. Vinyl Molding Accessories.

C. Description: Nosing for resilient flooring; Transition strips.

2.3 INSTALLATION ACCESSORIES

A. Adhesives: Water-resistant type recommended by manufacturer to suit floor covering and

substrate conditions indicated.


RESILIENT BASE AND ACCESSORIES 096513 - 2

PART 3 - EXECUTION

3.1 INSTALLATION

A. Prepare horizontal surfaces according to ASTM F 710. Verify that substrates are dry and free of

curing compounds, sealers, and hardeners.

B. Adhesively install resilient wall base and accessories.

C. Install wall base in maximum lengths possible. Apply to walls, columns, pilasters, casework,

and other permanent fixtures in rooms or areas where base is required.

D. Install reducer strips at edges of floor coverings that would otherwise be exposed.



19-125

EXTERIOR PAINTING 099113 - 1

SECTION 099113 - EXTERIOR PAINTING

PART 1 - GENERAL


A. Submittals:

B. Extra Materials: Deliver to Owner 1 gal. of each color and type of finish-coat paint used on

Project, in containers, properly labeled and sealed.

PART 2 - PRODUCTS

2.1 PAINT

A. MPI Standards: Provide materials that comply with MPI standards indicated and listed in its

"MPI Approved Products List."

1. Block Filler, Latex: MPI #4.

2. Primer, Alkali Resistant, Water Based: MPI #3.

3. Primer, Bonding, Water Based: MPI #17.

4. Primer, Bonding, Solvent Based: MPI #69.

5. Primer, Alkyd, Anticorrosive: MPI #79.

6. Primer, Galvanized, Water Based: MPI #134.

7. Primer, Quick Dry, for Aluminum: MPI #95.

8. Primer, Latex: MPI #6.

9. Primer, Alkyd: MPI #5.

10. Latex, Exterior Flat (Gloss Level 1): MPI #10.

11. Latex, Exterior Low Sheen (Gloss Level 3-4): MPI #15.

12. Latex, Exterior Semigloss (Gloss Level 5): MPI #11.

13. Latex, Exterior, Gloss (Gloss Level 6): MPI #119.

14. Light Industrial Coating, Exterior, Water Based (Gloss Level 3): MPI #161.

15. Light Industrial Coating, Exterior, Water Based, Semigloss (Gloss Level 5): MPI #163.

16. Light Industrial Coating, Exterior, Water Based, Gloss (Gloss Level 6): MPI #164.

17. Alkyd, Exterior Flat (Gloss Level 1): MPI #8.

18. Alkyd, Exterior, Semigloss (Gloss Level 5): MPI #94.

19. Alkyd, Exterior Gloss (Gloss Level 6): MPI #9.

20. Alkyd, Quick Dry, Semigloss (Gloss Level 5): MPI #81.

21. Alkyd, Quick Dry, Gloss (Gloss Level 7): MPI #96.

22. Floor Paint, Latex, Low Gloss (Maximum Gloss Level 3): MPI #60.

23. Floor Enamel, Alkyd, Gloss (Gloss Level 6): MPI #27.

B. Material Compatibility: Provide materials that are compatible with one another and with

substrates.

1. For each coat in a paint system, provide products recommended in writing by

manufacturers of topcoat for use in paint system and on substrate indicated.

C. Colors: As selected.


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EXTERIOR PAINTING 099113 - 2

PART 3 - EXECUTION

3.1 PREPARATION

A. Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual"

applicable to substrates indicated.

B. Remove hardware, lighting fixtures, and similar items that are not to be painted. Mask items

that cannot be removed. Reinstall items in each area after painting is complete.

C. Clean and prepare surfaces in an area before beginning painting in that area. Schedule painting

so cleaning operations will not damage newly painted surfaces.

3.2 APPLICATION



B. Paint exposed surfaces, new and existing, unless otherwise indicated.

1. Do not paint prefinished items, items with an integral finish, operating parts, and labels


C. Apply paints according to manufacturer's written instructions.

1. Use brushes only where the use of other applicators is not practical.

D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks,

roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color

breaks.

1. If undercoats or other conditions show through topcoat, apply additional coats until cured

film has a uniform paint finish, color, and appearance.

3.3 EXTERIOR PAINT APPLICATION SCHEDULE

A. Steel:

1. Semigloss Water-Based, Light-Industrial Coating: Two coats over alkyd anticorrosive

primer.

B. Galvanized Metal:

1. Semigloss Latex: Two coats over waterborne galvanized-metal primer: MPI EXT 5.3H.



INTERIOR PAINTING 099123 - 1

SECTION 099123 - INTERIOR PAINTING

PART 1 - GENERAL


A. Submittals:

1. Samples.

B. Extra Materials: Deliver to Owner 1 gal. of each color and type of finish-coat paint used on

Project, in containers, properly labeled and sealed.

PART 2 - PRODUCTS

2.1 PAINT

A. Material Compatibility: Provide materials that are compatible with one another and with

substrates.

1. For each coat in a paint system, provide products recommended in writing by

manufacturers of topcoat for use in paint system and on substrate indicated.

B. Low-Emitting Materials: Comply with Section 018113.13 - Sustainable Design Requirements -

LEED 2009 for New Construction and Major Renovations.

C. Colors: As selected.

PART 3 - EXECUTION

3.1 PREPARATION



B. Remove hardware, lighting fixtures, and similar items that are not to be painted. Mask items

that cannot be removed. Reinstall items in each area after painting is complete.

C. Clean and prepare surfaces in an area before beginning painting in that area. Schedule painting

so cleaning operations will not damage newly painted surfaces.


INTERIOR PAINTING 099123 - 2

3.2 APPLICATION



B. Paint exposed surfaces, new and existing, unless otherwise indicated.

1. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces.

2. Paint surfaces behind permanently fixed equipment or furniture with prime coat only.

3. Paint the back side of access panels.

4. Color-code mechanical piping in accessible ceiling spaces.

5. Do not paint prefinished items, items with an integral finish, operating parts, and labels


C. Apply paints according to manufacturer's written instructions.

1. Use brushes only where the use of other applicators is not practical.

2. Use rollers for finish coat on interior walls and ceilings.

D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks,

roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color

breaks.

1. If undercoats or other conditions show through topcoat, apply additional coats until cured

film has a uniform paint finish, color, and appearance.

3.3 INTERIOR PAINT APPLICATION SCHEDULE

A. Steel:

1. Semigloss, Quick-Dry Enamel: Two coats over quick-drying alkyd metal primer:

MPI INT 5.1A.

B. Gypsum Board:

1. Eggshell Latex: Two coats over latex primer/sealer: MPI INT 9.2A.

2. Eggshell Institutional Low-Odor/VOC Latex: Two coats over low-odor/VOC

primer/sealer: MPI INT 9.2M.



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FIRE PROTECTION SPECIALTIES 104400 - 1

SECTION 104400 - FIRE PROTECTION SPECIALTIES

PART 1 - GENERAL


A. Submittals: Product Data.

PART 2 - PRODUCTS

2.1 FIRE EXTINGUISHERS AND BRACKETS

A. Portable Fire Extinguishers: NFPA 10, listed and labeled for the type, rating, and classification

of extinguisher.

1. Multipurpose Dry-Chemical Type: UL-rated 4-A:60-B:C, 10-lb nominal capacity, in

enameled-steel container.

B. Mounting Brackets: Manufacturer's standard steel, designed to secure fire extinguisher to wall

or structure, of sizes required for fire extinguishers indicated, with plated or baked-enamel

finish.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Identification: Apply decals on wall above fire extinguishers at location acceptable to fire

marshall.

B. Install mounting brackets in locations indicated at heights acceptable to authorities having

jurisdiction.

C. Install fire extinguishers in mounting brackets where indicated.



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METAL BUILDING SYSTEMS 133419 - 1

SECTION 133419 - METAL BUILDING SYSTEMS

PART 1 - GENERAL


A. Submittals: Product Data Shop Drawings structural analysis data signed and sealed by a

qualified professional engineer registered in the state where Project is located.

1. Submit letter of design certification, signed and sealed by a qualified professional

engineer. Indicate name and location of Project, name of manufacturer, order number,

name of contractor, governing building code and standards including year of edition,

design loads and load combinations, building use category, and load importance factors.

B. Comply with AISC 360, "Specification for Structural Steel Buildings," and with AISI's "North

American Specification for the Design of Cold-Formed Steel Structural Members" for design

requirements and allowable stresses.

PART 2 - PRODUCTS

2.1 METAL BUILDINGS

A. Metal Building System Description: Rigid modular, with interior columns with expandable

endwalls.

1. Eave Height: As required to provide clear height indicated on Drawings.

2. Dimensions and Bay Spacings: As indicated on Drawings.

3. Roof Slope: 1 inch per 12 inches (1:12).

B. Structural Performance: Metal building systems shall withstand the effects of gravity loads and

the following loads and stresses according to procedures in MBMA's "Metal Building Systems

Manual":

1. Design Loads: As indicated on Drawings.

C. Wind-Uplift Resistance: Provide metal roof panel assemblies that comply with UL 580 for

Class 30.

D. Energy Performance: Provide roof panels with initial solar reflectance not less than 0.70 and

emissivity not less than 0.75 when tested according to CRRC-1.

E. Structural-Framing Materials:

1. W-Shapes: ASTM A 992/A 992M; ASTM A 572/A 572M, Grade 50 (345).

2. Channels, Angles, M-Shapes, and S-Shapes: ASTM A 36/A 36M; Grade 36 (250).

3. Plate and Bar: ASTM A 36/A 36M; Grade 36 (250).

4. Steel Pipe: ASTM A 53/A 53M, Grade B.

5. Cold-Formed Hollow Structural Sections: ASTM A 500, Grade B or C, structural tubing.


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6. Structural-Steel Sheet: Hot-rolled, ASTM A 1011/A 1011M, Structural Steel (SS),

Grades 30 through 55 (205 through 380); or cold-rolled, ASTM A 1008/A 1008M,

Structural Steel (SS), Grades 25 through 80 (170 through 550).

7. Steel Joists and Joist Girders: Comply with SJI's "Standard Specifications, Load Tables,

and Weight Tables for Steel Joists and Joist Girders," with steel-angle top and bottom

chord members.

F. Roof and Wall Panels:

1. Metal Panels: Steel sheet, zinc coated by the hot-dip process, complying with

ASTM A 653/A 653M, G90, Structural Steel (SS), and prepainted by the coil-coating

process to comply with ASTM A 755/A 755M.

2. Lap-Seam Roof Panels: Metal panels factory formed to provide 36-inch coverage, with

raised trapezoidal major ribs at 12 inches o.c., and intermediate stiffening ribs

symmetrically spaced between major ribs. Design panels for mechanical attachment to

structure using exposed fasteners, lapping major ribs at panel edges.

3. Roof Panel Metal Thickness:26 gauge.

4. Lap-Seam Wall Panels: Metal panels factory formed to provide 36-inch coverage, with

raised trapezoidal major ribs at 12 inches o.c., and intermediate stiffening ribs

symmetrically spaced between major ribs. Design panels for mechanical attachment to

structure using exposed fasteners, lapping major ribs at panel edges.

5. Wall Panel Metal Thickness:26 gauge .

6. Metal Panel Finish: Fluoropolymer two-coat system consisting of specially formulated

inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent

PVDF resin by weight, with a total minimum dry film thickness of 1 mil.

7. Panel Accessories: Provide clips, flashings, sealants, gaskets, and similar items.

G. Flashing and Trim: Form from 0.022-inch nominal-thickness, zinc-coated (galvanized) steel

sheet prepainted with coil coating. Provide flashing and trim as required to seal against weather

and to provide finished appearance. Finish flashing and trim same as adjacent roof or wall

panels.

H. Gutters and Downspouts: Form from 0.022-inch nominal-thickness, zinc-coated (galvanized)

steel sheet prepainted with coil coating. Match gutters to profile of gable trim and finish gutters

to match roof fascia and rake trim. Finish downspouts to match wall panels.

I. Metal Building Insulation: ASTM C 991, Type II, glass-fiber-blanket insulation; 2-inch- wide,

continuous, vapor-tight edge tabs; and with a flame-spread index of 25 or less.

1. Vapor-Retarder Facing: Fiber-reinforced white polypropylene or vinyl film complying

with ASTM C 1136.

J. Miscellaneous Materials:

1. Grout: ASTM C 1107, factory-packaged, nonmetallic grout, noncorrosive, and

nonstaining.

2. Sealant Tape: Pressure-sensitive, 100 percent solids, gray polyisobutylene-compound

sealant tape with release-paper backing; of manufacturer's standard size.

3. Joint Sealant: ASTM C 920; one-part elastomeric polyurethane or polysulfide; of type,

grade, class, and use classifications required to seal joints in metal panels and remain

weathertight; and as recommended by metal building system manufacturer.


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PART 3 - EXECUTION

3.1 ERECTION

A. Setting Base and Bearing Plates: Clean concrete and masonry of bond-reducing materials and

roughen surfaces before setting plates. Clean bottom surface of plates.

1. Set plates for structural members on wedges, shims, or setting nuts.

2. Tighten anchor rods after supported members have been positioned and plumbed.

3. Pack grout solidly between bearing surfaces and plates so no voids remain. Neatly finish

exposed surfaces; protect grout and allow to cure.

B. Erect framing true to line, level, plumb, rigid, and secure. Comply with AISC specifications

referenced in this Section.

1. Make field connections for primary framing using high-strength bolts installed according

to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts," snug

tightened or pretensioned.

2. Fasten secondary framing to primary framing using clips and non-high-strength bolts.

Hold rigidly to a straight line by sag rods.

3. Install joists, girders, and accessories plumb, square, and true to line; securely fasten to

supporting construction according to SJI's "Standard Specifications, Load Tables, and

Weight Tables for Steel Joists and Joist Girders."

4. Bracing: Install bracing in roof and sidewalls where indicated on erection drawings.

5. Framing for Openings: Provide shapes of proper design and size to reinforce openings

and to carry loads and vibrations imposed, including equipment furnished under

mechanical and electrical work. Securely attach to structural framing.

C. Roof Panel Installation: Provide roof panels of full length from eave to ridge when possible.

1. Install screws with power tools having controlled torque to compress neoprene washer

without damage to washer, screw threads, or panels. Install screws in predrilled holes.

2. Use aluminum or stainless-steel fasteners for exterior and galvanized fasteners for

interior.

3. Locate panel splices over, but not attached to, structural supports; stagger panel splices.

4. Lap-Seam Roof Panels: Fasten to purlins with exposed fasteners at each lapped joint.

Arrange and nest side-lap joints so prevailing winds blow over, not into, lapped joints.

Apply a continuous ribbon of sealant tape to weather-side surface of fastenings on lap

seams. At splices, lap panels 6 inches, seal with butyl sealant and fasten together with

interlocking clamping plates.

D. Wall Panel Installation: Provide panels full height of building unless otherwise indicated.

1. Arrange and nest side-lap joints so prevailing winds blow over, not into, lapped joints.

2. When two rows of panels are required, lap panels 4 inches minimum. Locate panel

splices over structural supports.

3. Rigidly fasten base end of metal wall panels and allow eave end free movement due to

thermal expansion and contraction. Predrill panels.

4. Apply elastomeric sealant continuously between metal base channel (sill angle) and

concrete, and elsewhere as necessary for waterproofing.


19-125


5. Apply a continuous ribbon of sealant tape to weather-side surface of fastenings on lap

seams.

6. Install screws with power tools having controlled torque to compress neoprene washer

without damage to washer, screw threads, or panels. Install screws in predrilled holes.

7. Use aluminum or stainless-steel fasteners for exterior and galvanized fasteners for

interior.

E. Insulation Installation: Install insulation concurrently with panel installation. Set vapor-retarder-

faced units with vapor retarder to warm side of construction. Tape joints and ruptures in vapor

retarder, and seal each continuous area of insulation to surrounding construction to ensure

airtight installation.

1. Over-Framing Installation: Extend over and perpendicular to top flange of secondary

framing members. Hold in place by panels fastened to secondary framing.

2. Between-Purlin Installation: Extend between purlins. Carry facing up and over purlin,

overlapping adjoining facing. Hold in place with bands and crossbands below insulation.

3. Over-Purlin-with-Spacer-Block Installation: Extend over and perpendicular to top flange

of secondary framing members. Install layer of unfaced insulation over first layer to fill

space formed by roof panel standoffs. Hold in place by panels fastened to standoffs.

4. Two-Layers-between-Purlin-with-Spacer-Block Installation: Extend between purlins.

Carry facing up and over purlin, overlapping adjoining facing. Install layer of unfaced

insulation over first layer to fill space between purlins formed by thermal spacer blocks.

Hold in place with bands and crossbands below insulation.

F. Accessory Installation:

1. Seal perimeter of door window and louver frames with elastomeric sealant used for

panels.

2. Install personnel doors and frames straight, level, and plumb. Securely anchor frames to

building structure. Set units with maximum 1/8-inch clearance between door and frame at

jambs and head and maximum 3/4-inch clearance between door and floor.

3. Pipe Flashing: Form flashing around pipe penetrations. Fasten and seal to panels.

4. Adjust and check each operating item of hardware to ensure proper operation and

function. Replace units that cannot be adjusted to operate freely and smoothly.

G. Gutters, Downspouts, Flashing, and Trim Installation: Comply with SMACNA's "Architectural

Sheet Metal Manual." Provide for thermal expansion; conceal fasteners where possible, and set

units true to line and level. Install work with laps and seams that will be permanently watertight.


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