McCarty's Cove Specification Guidelines

McCarty’s Cove Restroom Facility

City of Marquette

UPEA PROJECT NUMBER M02-14392-1

DNR Project Number: DNRTF 12-030

Date of issue: 3/13/2015

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SECTION 00005 TABLE OF CONTENTS

Division 0 - Bidding and Contract Requirements 00001 Cover Page 00005 Table of Contents Invitation to Bid Bid Form Division 1 - General Conditions 01000 General Guide to Specifications 01010 Summary of the Work 01025 Measurement and Payment 01039 Coordination and Meetings 01045 Cutting and Patching 01050 Field Engineering 01100 Summary 01152 Applications for Payment 01153 Change Order Procedure 01200 Price and Payment Procedures 01300 Administrative Requirements 01310 Construction Schedule 01330 Submittal Procedures 01340 Shop Drawings, Product Data and Samples 01370 Schedule of Values 01500 Temporary Facilities and Controls 01545 Protection of Work and Property 01560 Temporary Controls 01600 Product Requirements 01630 Substitutions, Product Acceptance 01650 Starting of Systems 01700 Contract Closeout 01710 Cleaning Division 2 - Site Work 02211 Rough Grading 02220 Excavation and Backfilling 02230 Site Clearing and Grubbing 02374 Erosion Control Devices 02630 Concrete Sidewalk and Curb Division 3 - Concrete 03100 Concrete Formwork 03200 Concrete Reinforcement 03300 Cast-in-place Concrete Division 4 - Masonry 04065 Masonry Mortar and Grout 04810 Unit Masonry Assemblies

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Division 5 - Metals 05000 Miscellaneous Metals Division 6 - Wood and Plastics 06100 Carpentry 06112 Framing and Sheathing 06173 Wood Trusses Division 7 - Thermal and Moisture Protection 07212 Building Insulation 07260 Vapor Retarders 07270 Air Barriers 07311 Asphalt Shingles 07920 Sealants and Caulking Division 8 - Doors and Windows 08100 Metal Doors and Frames Division 9 - Finishes 09260 Gypsum Board Systems Division 10 - Specialties 10800 Toilet, Bath and Laundry Accessories

SECTION 01000 GENERAL GUIDE TO THE SPECIFICATIONS

PART 1 - GENERAL

1.1 DESCRIPTION

The following are guides and requirements which apply to all Sections.

A. Work included: Refers to a summary of the work included in subject section.

B. Related work: Refer to any sections listed here for additional guidelines to bid requirement of subject section.

C. Work installed but furnished by others: Major materials and equipment which will be furnished under other sections of the project specifications but will be installed under this technical section, will be listed here.

1.2 QUALITY ASSURANCE

A. Qualifications of employees are listed to establish the level of competence required.

B. Refer here to established criteria, limitations, and standards for a minimum level of quality against which persons, manufacturers, contractors, products, materials and construction can be evaluated for compliance with the re-quirements of the project specifications.

C. The standards and codes mentioned here are minimums which shall be ad-hered to.

D. Systems specified may be diagrammatic in context. The contractor shall provide complete functioning systems.

E. All requirements of building codes, local ordinances, permits, etc. shall be adhered to.

1.3 SUBMITTALS

A. General: 1. Architect requires up to 21 days to review some submittals. Provide

adequate lead time for proper coordination of the Project. 2. No work can proceed until Shop Drawings have been approved by

Architect.

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B. Shop Drawings: 1. Submittals shall be issued to Architect within three weeks of receipt

of Notice to Proceed or within three weeks of Contract Date.

C. Product Data: 1. All written instructions pertaining to proper installation and proving

product conformance with specifications.

D. Samples: 1. Must be approved by Architect prior to the start of work in that area.

E. Guarantees: 1. All guarantees shall be issued prior to final payment. See appropriate

section for guarantee length and requirements. Minimum guarantee for defect in material and installation shall be 12 months from final payment.

F. Test Results: 1. Submit as evidence of compliance to Specifications where required.

G. Certificates: 1. Where testing is impractical, submit to attest to compliance with

Specifications.

H. Operation and Maintenance Data: 1. Submit prior to final payment for any product or equipment installed

or provided under this contract. Indicate product maintenance re-quired, operating instructions, parts list, take apart procedures, etc.

1.4 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Products shall be installed or stored in perfect condition or they may be re-jected. This Section indicates minimums to follow to maintain perfect prod-ucts.

1.5 JOB CONDITIONS

A. Existing Conditions: 1. The consideration of existing conditions is in relation to job conditions

the Contractor encounters upon installation of materials.

B. Environmental Requirements: 1. Refer here and to manufacturers best recommendations for require-

ments necessary for optimum performance of material or workman-ship.

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C. Protection: 1. Protect unfinished work when stopping for long periods of time.2. Protect non-contract areas from dirt, damage, or other contamination.3. Provide proper safety precautions.

1.6 SEQUENCING - SCHEDULING

A. Coordinate all trades to eliminate damage to previously installed material.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Particular brands and manufacturers specified are presented to establish a standard. Substitutions may be submitted, where allowed, provided they comply with Section 01600, Materials and Equipment.

PART 3 - EXECUTION

3.1 SURFACE CONDITIONS

A. Verify existing substrate is conducive to installation of subject material.

B. Report any deviation beyond allowable tolerance for substrates.

C. Start work only after unsatisfactory conditions are corrected.

3.2 PREPARATION

A. Refer to manufacturer's printed instructions as minimum requirements of surface preparation.

B. These requirements may range from a simple cleaning to elaborate technical efforts.

C. Field measure all areas requiring shop manufacturer prior to approval or build to dimensions required for shop manufactured items.

3.3 INSTALLATION

A. Refer to manufacturer's printed instructions as minimum requirements for installation.

B. Comply with all code requirements.

C. Comply with best methods of the trade for an installation minimum.

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3.4 FIELD QUALITY CONTROL A. Indicates some tests required for approval or acceptance of the Work.

END OF SECTION 01000

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SECTION 01010 SUMMARY OF THE WORK

PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: 1. General Construction: of the 320 sqft toilet building (bath house) B. Related Work: 1. Documents affecting this Section include, but are not limited to,

General Conditions. C. Work not included:

1. Items noted "NIC" or "Not in Contract" or "By Others" on the Drawings.

2. Items noted in the specifications and "not included in the Contract" or "NIC".

D. Contracts: 1. The work will be written as a single fixed price contract E. Work Sequence: 1. Perform the work to accommodate the Owner's use of the premises

during the construction period. The Owner will occupy building continuously during the course of the project. Coordinate the construction schedule and operations with the Architect.

F. Contractor's Use of the Premises: 1. Contractor shall limit his use of the premises for work and for storage

to allow for work by other contractors and Owner occupancy. 2. Contractor shall assume full responsibility for the protection and

safekeeping of products under this contract stored at the site. 3. Move any stored products, under Contractor's control, which interfere

with operations of the Owner or separate contractor. G. Material Storage: 1. Storage trailers for the storage and protection of materials shall be

supplied by the contractor as required. Location shall be as approved by the Architect.

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H. Site Protection:

1. Non-contract areas and existing conditions, including the site, shall be protected against damage at all times.


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SECTION 01025 MEASUREMENT AND PAYMENT

PART 1 - GENERAL 1.1 SECTION INCLUDES

A. Methods of Measurement and Methods of Payment.

B. Defective assessment and non-payment for rejected work. 1.2 RELATED SECTIONS

A. Section 01152 - Applications for Payment. 1.3 UNIT QUANTITIES SPECIFIED

A. Quantities indicated in the Bid Form are for bidding and contract purposes only. Actual quantities and measurements supplied or placed in the Work and verified by the Engineer will determine payment.

B. If the actual Work requires more or fewer quantities than those quantities

indicated, provide the required quantities at the unit sum/prices contracted. C. Trenching, pavement cutting, pipe bedding envelope, fittings and

appurtenances and utilities not specifically called for on the Bid Schedule shall be considered incidental to the unit price or lump sum of the several work items.

1.4 PAYMENT

A. Payment Includes: Full compensation to furnish all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; and all overhead and profit.

B. Final payment and final Contract amount for Work governed by unit prices

will be made on the basis of the actual measurements and quantities accepted by the Architect/Engineer multiplied by the unit sum/price for Work which is incorporated in or made necessary by the Work.

1.5 DEFECT ASSESSMENT

A. Replace the Work, or portions of the Work, not conforming to specified requirements.

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B. If, in the opinion of the Engineer, it is not practical to remove and replace the

Work, the Engineer will direct one of the following remedies: 1. The defective Work may remain, but the unit sum/price will be

adjusted to a new sum/price at the discretion of the Engineer and approval of the Owner.

2. The defective Work will be partially repaired to the instructions of the Engineer, and the unit sum/price will be adjusted to a new sum/price at the discretion of the Engineer and approval of the Owner.

C. The authority of the Engineer and Owner to assess the defect and identify

payment adjustment, is final. 1.6 UNIT PRICE CONSIDERATIONS

A. Bid Item Description 1. Mobilization: Includes movement of personnel, equipment, supplies

and incidentals to and from the project site. Mobilization shall be paid for as a lump sum item in accordance with MDOT Standard Specifications.

2,3, Gravity Sewer Pipe (12", 10", 8" and 6") PVC and DIP (replacement and new 4,7 construction): includes the trenching pipe, pipe installation, bedding envelope, shoring, dewatering, coupling to existing pipe or structure, wyes, fittings, testing, 2x4 marking post and backfill. The replacement section includes the cost of finding, disconnecting and reconnecting the existing service lines. The pipe will be measured along the pipe centerline of the pipe in place and paid for by the linear foot. Excludes rock excavation, surface restoration and manholes.

5,6 1 ½" and 2" PVC Pressure Pipe: Will be measured along the pipe centerline on the surface from center of valve manhole to center of discharge manhole paid for by the linear foot, and shall include a coated #12 copper tracing wire - terminating inside of valve or discharge manholes includes air release valve and flushing station. Excludes rock excavation, and surface restoration.

9. Standard Manholes: Includes excavation, backfill, base, steps, water tight

boots, waterproofing, cover, all as shown on the Plan, and setting cover to proposed grade. Includes removal of existing structure if it is a replacement also includes drop pipes and drop pipe encasement in concrete. Excludes rock excavation, pipe, and surface restoration.

10, Sanitary Manholes (over 10' deep): Additional depth will be measured from the

11 manhole invert to the top of the rim and will be paid for by the vertical foot over 10 feet deep. Excludes standard manhole cost, rock

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excavation and surface restoration.

12. Duplex Lift Station: Will be paid for as a lump sum per each. Includes all work as shown on detail in the plans and in the specifications. Also includes but not limited to site work, clearing and grubbing, fill and gravel, driveway, manholes, connections, backup generator with concrete pad, electrical service, supplies and controls. Excludes rock excavation and surface restoration.

13. Grinder Pump Station: Will be paid for as a lump sum per each.

Includes all work as shown on detail in the plans. Also includes electrical service and hookup fees. Excludes rock excavation and surface restoration.

14. Rock Excavation: Will be measured by profiling the rock surface and computing

minimum volume required to install the proposed facility and paid for by the cubic yard. Pay width shall be 2.5' for pipe up through 12". For larger pipe, pay width shall be the nominal pipe diameter plus 2.0 feet. Includes boulders larger than one (1) cubic yard each.

15. Water Line Relocation: Will be counted and paid for by the each. 16. To relocate Existing Waterline over Proposed Utility: Include all labor,

materials, and pipe, fittings. 17, Water Line Crossing: Will be counted and paid for by the unit and shall include

all 32 equipment, materials and labor necessary to locate, protect or replace

existing water lines. Water line crossings include only locations where the proposed pipe crosses under existing active water lines.

18. Culvert Crossing: Will be counted and paid for by the unit each and

shall include all equipment, materials and labor necessary to locate, protect or replace existing culverts. Culvert crossings will include only locations where the proposed pipe crosses below culverts.

19. Fissure Crossing: This work shall consist of crossing an existing

fissure vein at the location shown and as detailed on the plans. Fissure crossing shall be paid for by lump sum shall and will include all equipment, materials and labor to complete the work.

20. Special Pipe Foundation: Will be paid for by volume of the material

placed as directed by the engineer and measured from the tally of truck loads delivered to the job site and placed in the trench. Excludes pipe bedding envelope.

21. Special Backfill: Will be measured and paid for as volume in place

calculated at pay width of 2.5 feet through 12" pipe and at nominal pipe diameter plus 24" for larger pipe. Excludes pipe bedding envelope.

22. Bituminous Replacement: Will be paid for by the ton as measured in place at

the

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specified thickness, including necessary excavation to the specified depth, final cutting, hand shaping, compaction, and application to tack or bond coat on existing pavement edges, furnishing and placement of the bituminous pavement base and/or surface coarse(s) as specified. Saw cutting shall be incidental to the bituminous price.

23, 6" Thick 22A Aggregate and 6" Thick 23A Aggregate: Includes all necessary

24 excavation, cutting, hand shaping and trimming, and final compaction, to furnish, place, shape and compact MDOT Type 22-A gravel for gravel surfaces, driveways, and streets. (Includes gravel in the pavement structure item.) 6" Thick 23A aggregate shall be used for shoulders.

25. 12" Granular Subbase (CIP) will be paid for by the square yard.

Includes fine grading subgrade, furnishing and placing subbase 12" thick, and compaction as specified.

26. Pipeline Insulation (Rigid): Will be paid for by the square foot.

Includes placing specified thickness of insulation on level bedding over sewer pipe.

27. Topsoil Restoration: Includes all material, labor and equipment to

provide 4" thick topsoil as specified installed at all disturbed areas. Lump sum. 28. Seed, Fertilizer, Mulch: Includes work as specified at all disturbed

areas. Lump sum.

29. Sodding (MDOT): Will be paid for by the lump sum. Includes fine grading, furnishing and placing materials, maintenance watering, reseeding or resodding to produce a uniform stand of grass. Disturbed areas outside the construction limits will be restored with the required materials incidental to the contract. Sodding shall be done only along MDOT ROW or as directed by the Engineer.

30, Sewer Line Crossings: Will be counted and paid for by the unit and shall

include 31 all equipment, materials and labor necessary to locate, protect or re-

place existing sewer. Sewer crossings include only locations where the pro-posed line crosses under existing active sewer lines.

35. Curb and Gutter: Will be paid for by the linear foot as measured in place as

specified. Replacement to be in-kind. Includes removal of existing curb.

33, Culvert: Will be paid by the foot in place and includes the excavation, 34, furnishing, installation of culvert and flared end sections and

restoration at the 36,37 location shown on the plans. & 38 39. 6" Watermain Reconstruction (DIP): Will be paid for by the linear foot

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and shall include all equipment, materials and labor to complete the work as specified. Work includes all excavation, shoring, dewatering, hand trimming, shaping, ductile iron pipe, pipe fittings, bedding envelope, disposal of unsuitable backfill materials, thrust restraints, in-kind backfill, compaction and surface grading in preparation of restoration. Excludes rock excavation, pavement and surface restoration. Connections to existing water mains shall be included in this work.

40. Water Service 3/4": Will be paid for by the unit each. Includes

excavation, backfilling, compaction, furnishing and installing corporation stop and service saddle, curb stop, connection to existing service and 3/4" type K copper.

41. 6" Gate Valve & Box: Will be paid for by the unit price each. Includes

thrust restraints and bedding envelope installed. Work includes all excavation, backfill etc. as for 6" watermain reconstruction (CIP).

42. M-26 Crossing-Directional Bore 8": Will be paid for by the unit price

each. Includes all equipment, labor and material necessary to install sewermain across M-26 by directional boring method. The sewer pipe shall be included as part of this pay item and shall be the size as noted for each location on the plans. All work shall be done in accordance with the MDOT permit. No extra compensation will be paid for complying with MDOT Rules and Permits.

43. Chain Link Fence, 8' High w/2 Gates: Will be paid for by the unit price

per lineal foot and shall include all labor, materials and equipment as specified. The work shall be done as shown on the plans at the pump station.

END OF SECTION

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SECTION 01039 COORDINATION AND MEETINGS

PART 1 - GENERAL 1.1 SECTION INCLUDES A. Coordination. B. Field staking. C. Preconstruction meeting. D. Progress meetings. 1.2 COORDINATION

A. Contractor shall inform and coordinate his activities with the Engineer and Owner such that interruptions of water service to users is held to an absolute minimum.

B. Coordinate scheduling, submittals, and Work of the various sections of the

Project to assure efficient and orderly sequence of installation of interdependent construction elements.

C. Verify utility requirements and that the characteristics of operating

equipment are compatible with utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

D. Coordinate completion and clean up of Work of separate sections in prepara-

tion for Substantial Completion. 1.3 FIELD STAKING A. Contractor to protect survey control and reference points and reestablish de-

stroyed control and reference points. B. Control datum for survey is that established by Engineer. C. Based on established control and reference points, the Contractor shall

provide field staking to establish elevations, lines, and levels, utilizing recognized engineering survey practices to construction stake the work.

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1.4 PRECONSTRUCTION MEETING A. Engineer will schedule a meeting before Notice to Proceed. B. Attendance Required: Owner, Engineer, Grant/Loan agencies, Contractor,

Subcontractors and utility companies. C. Agenda: 1. Execution of Owner-Contractor Agreement, if not previously

completed. 2. Submission of executed bonds and insurance certificates, if not

previously completed. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, list of Products, schedule of val-

ues, and progress schedule. 5. Designation of personnel representing the parties in Contract, Owner,

and the Engineer. 6. Procedures and processing of field decisions, submittals,

substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Scheduling. 8. Notice to Proceed. D. Record minutes and distribute copies within ten (10) days after meeting to

participants, with one (1) copy to Engineer, Owner, participants, and those affected by decisions made.

1.5 PROGRESS MEETINGS A. Engineer or his field representative will schedule and administer meetings

throughout progress of the Work at a maximum of monthly intervals. B. Attendance Required: Job superintendent, major Subcontractors, Owner,

Engineer, and Inspector. C. Engineer will record and distribute meeting minutes. D. Agenda: (As appropriate for each meeting.) 1. Review minutes of previous meetings. 2. Review of Work progress and Progress Payment requests. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of submittals schedule and status of submittals. 6. Maintenance of progress schedule. 7. Corrective measures to regain projected schedules. 8. Planned progress during succeeding work period. 9. Coordination of projected progress. 10. Maintenance of quality and work standards.

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11. Effect of proposed changes on progress schedule and coordination. 12. Other business relating to Work. 13. Owner's comments. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION Not used.


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SECTION 01045 CUTTING AND PATCHING

PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: This sections establishes general requirements pertaining to

cutting (including excavating), fitting, and patching of the Work required to: 1. Make the several parts fit properly;

2. Uncover work to provide for installing, inspecting, or both, of ill-timed work;

3. Remove and replace work not conforming to requirements of the Contract Documents;

4. Remove and replace defective work. B. Related Work: 1. Documents affecting work of this Section include, but are not

necessarily limited to, General Conditions and Sections in Division 1 of these Specifications.

2. In addition to other requirements specified, upon the Architect's request uncover work to provide for inspection by the Architect of covered work, and remove samples of installed materials for testing.

3. Do not cut or alter work performed under separate contracts without the Architect's written permission.

1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and

experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section.

1.3 SUBMITTALS A. Request for Architect's consent:

1. Prior to cutting which effects structural safety, submit written request to the Architect for permission to proceed with cutting.

2. Should conditions of the Work, or schedule, indicate a required change of materials or methods for cutting and patching, so notify the Architect and secure his written permission prior to proceeding.

PART 2 - PRODUCTS 2.1 MATERIALS A. For replacement of items removed, use materials complying with pertinent

Sections of these Specifications.

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PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Inspection: 1. Inspect existing conditions, including elements subject to movement

or damage during cutting, excavating, patching, and backfilling.

2. After uncovering the work, inspect conditions affecting installation of new work.

B. Discrepancies: 1. If uncovered conditions are not as anticipated, immediately notify the

Architect and secure needed directions. 2. Do not proceed until unsatisfactory conditions are corrected.

3.2 PREPARATION PRIOR TO CUTTING A. Provide required protecting including, but not necessarily limited to, shoring,

bracing, and support to maintain structural integrity of the Work and of the existing structure.

3.3 PERFORMANCE A. Perform required cutting and patching as required under pertinent other

Sections of these Specifications. 1. Perform cutting and demolition by methods which will prevent

damage to other portions of the Work and provide proper surfaces to receive installation of repair and new work.

2. Perform fitting and adjusting of products to provide finished installation

3. Cutting for the various trades to be performed by those trades unless specifically noted otherwise.

4. All cutting to be executed under the supervision of the General Contractor and shall be kept as minimal as possible.

B. Patching:

1. Patching and repairs in all areas shall be executed by mechanics skilled in the particular trade involved and will be divided among the various sections accordingly.


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SECTION 01050 FIELD ENGINEERING

PART 1 - GENERAL 1.1 DESCRIPTION

A. Work included: Provide such field engineering services as are required for proper completion of the Work including, but not necessarily limited to:

1. Establishing and maintaining lines and levels; 2. Structural design of shores, forms and similar items provided by the

Contractor as part of his means and methods of construction. B. Related Work:

1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplemental Requirements, and Sections in Division 1 of these Specifications.

2. Additional requirements for field engineering also may be described in other Sections of these Specifications.


A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section.

1.3 SUBMITTALS

A. Comply with pertinent provisions of Section 01340.

B. Upon request of the Architect, submit: 1. Data demonstrating qualifications of persons proposed to be engaged

for field engineering services. 2. Documentation verifying accuracy of field engineering work. 3. Certification, signed by the Contractor's retained field engineer,

certifying that elevations and locations of improvements are in conformance with requirements of the Contract Documents.

1.4 PROCEDURES

A. In addition to procedures directed by the Contractor for proper performance of the Contractor's responsibilities:

1. Locate and protect control points before starting work on the site. 2. Preserve permanent reference points during progress of the Work. 3. Do not change or relocate reference points or items of the Work

without specific approval from the Architect.

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4. Promptly advise the Architect when a reference point is lost or

destroyed, or requires relocation because of other changes in the Work.

a. Upon direction of the Architect, required the field engineer to replace reference stakes or markers.

b. Locate such replacements according to the original survey control.


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SECTION 01100 SUMMARY

PART 1

1.1 SECTION INCLUDES

- GENERAL

A. Division 0 – Bidding and Contract Requirements.

B. Division 1 – Contract Conditions.

C. Divisions 2 through 16 – Technical Specifications.

D. Project description.

E. Work by Owner.

F. Specification Conventions.

1.2 PROJECT DESCRIPTION A. The Work of the Project is as stated in the Advertisement for Bids and, in

general, includes: construction of the 442 sqft toilet building and associated site work.

B. Work Includes: C. Perform Work of Contract in accordance with requirements of Division 0,

Division 1, and Technical Divisions 2 through 16, of the Specifications.

1.3 WORK BY OWNER

A. The Owner may award contracts for certain items, as indicated in the Contract Documents.

B. Items noted NIC (Not in Contract), will be furnished and installed by Owner.

1.4 SPECIFICATION CONVENTIONS

A. These specifications are written in imperative mood and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words “shall be” are included by inference where a colon (:) is used within sentences or phrases.

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PART 2

Not Used.

- PRODUCTS

PART 3

Not Used.

- EXECUTION


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SECTION 01152 APPLICATIONS FOR PAYMENT


A. Work included: Comply with procedures described in this Section when applying for progress payment and final payment under the Contract.

B. Related Work:

1. Documents affecting the work of this Section include, but are not necessarily limited to, General Conditions; Supplementary Conditions; and Sections in Division 1 of these Specifications.

2. The Contract Sum and the schedule for payments are described in the Form of Agreement.

3. Payment upon Substantial Completion and Completion of the Work are described in the General Conditions and in Section 01700 of these Specifications.


A. Prior to start of construction, secure the Architect's approval of the Schedule of Values required to be submitted under the General Conditions, and further described in Section 01370 of these Specifications.

B. During progress of the Work, modify the Schedule of Values as approved by

the Architect to reflect changes in the Contract Sum due to Change Orders or other modifications of the Contract.

C. Base requests for payment on the approved Schedule of Values.

1.3 SUBMITTALS

A. Progress Payments 1. Make formal submittal of request for payment by filling in the data, by

typewriter or neat lettering in ink, on AIA Document G702, "Application and Certificate for Payment," plus continuation sheet or sheets AIA Document G703.

2. Sign and notarize the Application and Certificate for Payment. 3. Submit the original of the application and Certificate for Payment, and

continuation sheet or sheets, plus three identical copies. 4. Applications for payment shall include AIA Document G706,

"Contractor's Affidavit of Payment of Debts and Claims", G706A, "Contractors Affidavit of Release of Liens" and waivers of lien from subcontractors and material suppliers. The Contractor may at the request of the Architect, be required to provide evidence that Project Record Documents are up to date.

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5. The Architect will, when approved, sign the Application and

Certificate for Payment, will make required copies, and will distribute: a. One copy to Contractor; b. One copy to Owner; c. One copy to Architect's file;

d. One copy to Lender (where applicable) B. Final Payment

1. Application for final payment shall include all procedures previously specified in this Section as well as the following:

a. Submit AIA Document G707 "Consent of Surety Company to Final Payment", where applicable.

b. All closeout submittals noted in Section 01700, Contract Closeout and related Sections of these Specifications.


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SECTION 01153 CHANGE ORDER PROCEDURE


A. Work included: Make such changes in the Work, in the Contract Sum, in the Contract Time of Completion, or any combination thereof, as are described in written Change Orders signed by the Owner, the Contractor and the Architect and issued after execution of the Contract, in accordance with the provisions of this Section.

B. Related Work: Documents affecting work of this Section include, but are not

necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. Changes in the Work are described further in Article 12 of the General Conditions.


A. Make submittals directly to the office of the Architect at 102 W. Washington St., Suite 217, Marquette, MI 49855.

B. Submit the number of copies called for under the various items listed in this

Section. 1.3 PRODUCT HANDLING

A. Maintain a "Register of Bulletins and Change Orders" at the job site, accurately reflecting current status of all pertinent data.

B. Make the Register available to the Architect for review at his request.

1.4 PROCESSING CHANGES INITIATED BY THE OWNER

A. Should the Owner contemplate making a change in the Work or a change in the Contract Time of Completion, the Architect will issue a "Bulletin" (Proposal Request, Field Order, Supplemental Instruction) to the Contractor.

1. Bulletins will be date and will be numbered in sequence. 2. The Bulletin will describe the contemplated change, and will carry one

of the following instructions to the Contractor. a. Make the described change in the Work, credit or cost for

which will be determined in accordance with Paragraph 12.1 of the General Conditions;

b. Promptly advise the Architect as to credit or cost proposed for the described change. This is not an authorization to proceed with the change.

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B. If the contractor has been directed by the Architect to make the described change subject to later determination of cost or credit in accordance with Paragraph 12.1 of the General Conditions, the Contractor shall: Take such measures as needed to make the change; Consult with the Architect and reach agreement on the most appropriate method for determining credit or cost for the change.

C. If the Contractor has been directed by the Architect to promptly advise him

as to credit of cost proposed for the described change, the Contractor shall: 1. Analyze the described change and its impact on costs and time; 2. Secure the required information and forward it to the Architect for

review; 3. Meet with the Architect as required to explain costs and, when

appropriate determine other acceptable ways to achieve the desired objective;

4. Alert pertinent personnel and subcontractors as to the impending change and, to the maximum extent possible, avoid such work as would increase the Owner's cost for making the change, advising the Architect in writing when such avoidance no longer is practicable.

1.5 PROCESSING CHANGES INITIATED BY THE CONTRACTOR

A. Should the Contractor discover a concealed condition as described in Paragraph 12.2 of the General Conditions, or other cause for suggesting a change in the Work, a change in the Contract Sum, or a change in the Contract Time of Completion, he shall notify the Architect as required by pertinent provisions of the Contract Documents.

B. Upon agreement by the Architect that there is reasonable cause to consider

the Contractor's proposed change the Architect will issue a Bulletin in accordance with the provisions described in Article 1.5 above.

C. The Architect will issue three copies of each Change Order to the

Contractor. 1. The Contractor promptly shall sign all three copies and return two

copies to the Architect. 2. The Architect will retain one signed copy in his file and will forward

one signed copy to the Owner. 1.6 PROCESSING BULLETINS

A. Make written reply to the Architect in response to each Bulletin. 1. State proposed change in the Contract Sum, if any. 2. State proposed change in the Contract Time of Completion, if any. 3. Clearly describe other changes in the Work required by the proposed

change, or desirable therewith, if any.

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4. Include full backup data such as subcontractor's letter of proposal,

labor and material breakdown or similar information. 5. Submit this response in single copy.

1.7 PROCESSING CHANGE ORDERS

A. Change Orders will be dated and will be numbered in sequence.

B. The Change Orders will describe the change or changes, will refer to the Bulletin or Bulletins involved, and will be signed by the Owner and the Architect.

C. The Architect will issue four copies of each Change Order to the Contractor.

The Contractor promptly shall sign all four copies and return three copies to the Architect.

D. Should the Contractor disagree with the stipulated change in the Contract

Sum or change in Contract Time of Completion, or both. 1. The Contractor promptly shall return three copies of the Change Order

unsigned by him, the Architect with a letter signed by the Contractor and stating the reason or reasons for the Contractor's disagreement.

2. The Contractor's disagreement with the Change Order shall not in any way relieve the Contractor of his responsibility to proceed with the change as ordered and to seek settlement of the dispute under pertinent provisions to the Contract Documents.


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SECTION 01200 PRICE AND PAYMENT PROCEDURES


PART 1 - GENERAL

A. Cash allowances.

B. Owner purchased items.

C. Schedule of values.

D. Applications for payment.

E. Change procedures.

F. Defect assessment.

G. Alternates.

1.2 CASH ALLOWANCES

A. Costs Included in Cash Allowances: Cost of product to Contractor or Subcontractor, less applicable trade discounts; delivery to site and applicable taxes.

B. Costs Not Included in Cash Allowances But Included in Contract Sum/Price: Product delivery to site and handling at site, including unloading, uncrating, and storage; protection of products from elements and from damage; and labor for installation and finishing.

C. Architect/Engineer Responsibilities: 1. Consult with Contractor for consideration and selection of products,

suppliers, and installers. 2. Select products in consultation with Owner and transmit decision to

Contractor. 3. Prepare Change Order.

D. Contractor Responsibilities: 1. Assist Architect/Engineer in selection of products, suppliers and

installers. 2. Obtain proposals from suppliers and installers and offer

recommendations. 3. On notification of selection by Architect/Engineer, Owner, execute

purchase agreement with designated supplier and installer.

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4. Arrange for and process shop drawings, product data, and samples. Arrange for delivery.

5. Promptly inspect products upon delivery for completeness, damage, and defects. Submit claims for transportation damage.

6. Installation of selected materials specified by allowance.

E. Differences in costs will be adjusted by Change Order. F. Allowance Schedule.

1.3 SCHEDULE OF VALUES

A. Submit printed schedule on AIA Form G703 - Continuation Sheet for G702.

B. Submit Schedule of Values in duplicate within 10 days after date established in Notice to Proceed.

C. Format: Utilize Table of Contents of this Project Manual for minimum line item breakdown. Identify each line item with number and title of major specification Section. Identify site mobilization, bonds and insurance, and other items required by the General Conditions.

D. Include in each line item, amount of Allowances specified in this section.

E. Revise schedule to list approved Change Orders, with each Application For Payment.

1.4 APPLICATIONS FOR PAYMENT

A. Submit three copies of each application on AIA Form G702 - Application and Certificate for Payment and AIA G703 - Continuation Sheet for G702.

B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment.

C. Applications for Payment must be accompanied by the Contractor’s sworn

statement indicating each and every sub-contractor, supplier and laborer employed on the project, the amount due each, the amount previously paid and the amount anticipated to become due. 1. The architect reserves the right to require that the sworn statement

indicate amounts owing to lower tier suppliers or sub sub-contractors for which the contractor may be liable for payment.

2. Each sworn statement shall be accompanied by a waiver of lien from the Contractor, all sub-contractors and suppliers for amounts paid by the Contractor from the prior Application for Payment.

3. Sworn statements and waivers of lien shall be provided on suitable forms in compliance with the Michigan Construction Lien Act 497, 1980, as amended.

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D. Upon approval of the Application for Payment, the Architect will issue a

Certificate of Payment indicating the amount payable for work satisfactorily completed to date of the application. The Architect will make the required copies and distribute as follows: 1. Contractor-one copy 2. Owner-one copy 3. Architects file-one copy

1.5 CHANGE PROCEDURES

A. Submittals: Submit name of individual authorized to receive change documents, and be responsible for informing others in Contractor’s employ, Subcontractors and Suppliers of changes to the Work.

B. The Architect/Engineer will advise of minor changes in the Work not involving adjustment to Contract Sum/Price or Contract Time by issuing supplemental instructions on AIA Form G710, Architects Supplemental Instructions.

C. The Architect/Engineer may issue a Proposal Request or Bulletin including a detailed description of proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change with stipulation of overtime work required and the period of time during which the requested price will be considered valid. Contractor will prepare and submit estimate within 10 days.

D. Contractor may propose changes by submitting a request for change to the Architect, describing proposed change and its full effect on the Work. Include a statement describing reason for the change, and effect on Contract Sum/Price and Contract Time with full documentation and a statement describing effect on Work by separate or other Contractors. Document requested substitutions in accordance with Section 01600.

E. Stipulated Sum/Price Change Order: Based on Proposal Request or Bulletin and Contractor's fixed price quotation or Contractor's request for Change Order as approved by Architect/Engineer.

F. Construction Change Directive: Architect/Engineer may issue directive, on AIA Form G713 Construction Change Directive signed by Owner, instructing Contractor to proceed with change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work, and designate method of determining any change in Contract Sum/Price or Contract Time. Promptly execute change.

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G. Time and Material Change Order: Submit itemized account and supporting data after completion of change, within time limits indicated in Conditions of the Contract. Architect/Engineer will determine change allowable in Contract Sum/Price and Contract Time as provided in Contract Documents.

H. Maintain detailed records of work done on Time and Material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work.

I. Document each quotation for change in cost or time with sufficient data to allow evaluation of quotation.

J. Change Order Forms: AIA G701 Change Order.

K. Execution of Change Orders: Architect/Engineer will issue Change Orders for signatures of parties as provided in Conditions of the Contract.

L. Correlation Of Contractor Submittals: 1. Promptly revise Schedule of Values and Application for Payment

forms to record each authorized Change Order as separate line item and adjust Contract Sum/Price.

2. Promptly revise progress schedules to reflect change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

3. Promptly enter changes in Project Record Documents.

1.6 DEFECT ASSESSMENT

A. Replace the Work, or portions of the Work, not conforming to specified requirements.

B. If, in the opinion of the Architect/Engineer, it is not practical to remove and replace the Work, the Architect/Engineer will direct appropriate remedy or adjust payment.

C. Authority of Architect/Engineer to assess defects and identify payment adjustments is final.

D. Non-Payment For Rejected Products: Payment will not be made for rejected products for any of the following: 1. Products wasted or disposed of in a manner that is not acceptable. 2. Products determined as unacceptable before or after placement. 3. Products not completely unloaded from transporting vehicle. 4. Products placed beyond lines and levels of required Work.

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5. Products remaining on hand after completion of the Work. 6. Loading, hauling, and disposing of rejected products.

1.7 ALTERNATES

A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in Contractor Agreement.

B. Coordinate related work and modify surrounding work.

Not Used. PART 2 - PRODUCTS

Not Used. Part 3 - EXECUTION


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SECTION 01300 ADMINISTRATIVE REQUIREMENTS

PART 1


GENERAL

A. Coordination and project conditions.

B. Field engineering.

C. Preconstruction meeting.

D. Progress meetings.

E. Pre-installation meetings.

F. Cutting and patching.

G. Project Schedule

H. Submittal Log

1.2 COORDINATION AND PROJECT CONDITIONS

A. Coordinate scheduling, submittals, and Work of various sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction.

B. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, operating equipment.

C. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. Prepare and submit complete shop drawings for all Work requiring field assembly or modifications.

D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within construction. Coordinate locations of fixtures and outlets with finish elements.

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E. Coordinate completion and clean-up of Work of separate sections in preparation for Substantial Completion.

F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

G. Coordinate with Owner any planned or necessary interruption to power, water or other site utilities or services. Provide Owner with 72 hours notice of any planned or scheduled service interruptions.

1.3 FIELD ENGINEERING

A. Contractor will provide and maintain survey control and reference points. Promptly notify Architect/Engineer of discrepancies discovered.

B. Control datum for survey is that established as indicated in the construction documents.

C. Verify set-backs and easements; confirm drawing dimensions and elevations.

D. Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices.

E. Submit copy of site drawing and certificate signed by Land Surveyor certifying elevations and locations of the Work are in conformance with Contract Documents.

F. Maintain complete and accurate log of control and survey work as Work progresses.

G. Protect survey control points prior to starting site work; preserve permanent reference points during construction.

H. Promptly report to Architect/Engineer loss or destruction of reference point or relocation required because of changes in grades or other reasons.

I. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect/Engineer.

1.4 MANDATORY PRECONSTRUCTION MEETING

A. Architect/Engineer will schedule meeting after Notice of Award.

B. Attendance Required: Owner, Architect/Engineer, Contractor and Subcontractors.

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C. Agenda: 1. Execution of Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, list of products, schedule of

values, and progress schedule. 5. Designation of personnel representing parties in Contract, and

Architect/Engineer. 6. Procedures and processing of field decisions, submittals,

substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Scheduling. 8. Scheduling activities of testing agency. 9. Use of premises by Owner and Contractor. 10. Owner’s requirements. 11. Construction facilities and controls. 12. Temporary utilities. 13. Survey and building layout. 14. Security and housekeeping procedures. 15. Schedules. 16. Application for payment procedures. 17. Procedures for testing. 18. Procedures for maintaining record documents. 19. Requirements for start-up of equipment. 20. Inspection and acceptance of equipment put into service during

construction period. 21. Contractor’s Safety Plan. 22. Soil Erosion and Sedimentation Control Implementation Plan.

D. Contractor will record minutes and distribute copies within five days after meeting to participants, with 2 copies each to Architect, Contractor, and Owner.

1.5 PROGRESS MEETINGS

A. Contractor will schedule and administer meetings throughout progress of the Work at maximum monthly intervals.

B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C. Attendance Required: Job superintendent, major subcontractors and suppliers, Owner, Architect/Engineer, representative of each subcontractor currently on site and as appropriate to agenda topics for each meeting.

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D. Agenda: 1. Minutes of Previous Meeting. 2. Safety. 3. Schedule. 4. Submittals. 5. RFI’s. 6. Bulletins. 7. Change Orders. 8. Old Project Issues. 9. New Project Issues. 10. Work in Progress. 11. Two Week Look Ahead. 12. Work Standards.

E. Contractor will record minutes and distribute copies within five working days after meeting to Architect, contractors, participants, and Owner. Contractor will be responsible for distribution to all subcontractors and those affected by decisions made.

1.6 PRE-INSTALLATION MEETINGS

A. When required in individual specification sections, convene pre-installation meetings at Project site prior to commencing work of specific section.

B. Require attendance of parties directly affecting, or affected by, Work of specific section.

C. Notify Architect/Engineer five working days in advance of meeting date.

D. Prepare agenda and preside at meeting: 1. Review conditions of installation, preparation and installation

procedures. 2. Review coordination with related work.

E. Contractor will record minutes and distribute copies within two days after meeting to participants, with 3 copies to Architect/Engineer, Owner, and those affected by decisions made.

1.7 PROGRESS SCHEDULE

A. Maintain an overall progress schedule using a precedence based format that clearly defines all schedule activities and their relationship to the overall project schedule. Indicate milestone dates, duration of activities, and activities which constrain these dates. The Schedule Report may be in the form of a bar chart or network diagram.

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B. Update the Schedule not less than monthly. At each Progress Meeting, provide an updated schedule for review that reflects accurately the project status not more than 72 hours prior to the scheduled meeting date.

C. Provide a current updated schedule with each Application for Payment. D. Immediately notify the Contractor of any event or occurrence that

significantly affects the current schedule and indicate proposed means or methods to be employed such that the overall project completion date will not be affected.

1.8 SUBMITTAL LOG

A. Prepare and maintain a log of all required project submittals. Identify each required submittal by Specification Section number, individual submittal number, submittal requirements and status.

B. Prepare for review at each Progress Meeting an updated submittal log indicating status for each required submittal and the affect of the submittal status on the Schedule.

1.9 REQUESTS FOR INFORMATION (RFI’S)

A. Submit each request for information on a form acceptable to the Architect/Engineer. The form shall include a blank section where the Architect/Engineer will indicate a reply. 1. Each RFI shall address only one specific issue, except that multiple

questions regarding the same issue are permitted to be included in a single request.

2. Sequentially number each RFI and identify the major specification section and sub-section to which the RFI refers.

3. RFI’s may be submitted in electronic format. 4. The Architect/Engineer will respond the RFI within three working days

of the date of receipt.

B. Prepare and maintain a log of all requests for information including the number and date of each request, the subject of the request, the required response date, the actual response date and the date the request for information is considered closed.

C. Update the RFI log prior to each regularly scheduled progress meeting and

distribute to all attendees at the time and place of the meeting.

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PART 2

Not Used.

- PRODUCTS

PART 3

3.1 CUTTING AND PATCHING

- EXECUTION

A. Employ original contractor to perform any cutting and patching necessary.

B. Execute cutting, fitting, and patching to complete Work, and to: 1. Fit the several parts together, to integrate with other Work. 2. Uncover Work to install or correct ill-timed Work. 3. Remove and replace defective and non-conforming Work. 4. Remove samples of installed Work for testing. 5. Provide openings in elements of Work for penetrations of mechanical

and electrical Work.

C. Execute work by methods to avoid damage to other Work, and to provide properly prepared surfaces to receive patching and finishing.

D. Cut masonry and concrete materials using masonry saw or core drill.

E. Restore Work with new products in accordance with requirements of Contract Documents.

F. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

G. Maintain integrity of wall, ceiling, or floor construction; completely seal voids.

H. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with new material, matching original requirements to full thickness of penetrated element.

I. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for assembly, refinish entire unit.


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SECTION 01310 CONSTRUCTION SCHEDULE

PART 1 - GENERAL 1.1 SCHEDULE

A. The Contractor shall prepare and submit to the Architect a construction progress schedule for the work.

B. Contractor shall also submit a list of subcontractors and material suppliers.

1.2 SUBMISSION

A. Submit estimate schedule and subcontractor/supplier list within one week (7 days) following award of Contract.

1. Architect will review schedule. Contractor to revise and resubmit as requested.

2. Contractor shall report to the Architect, in writing, any problems with meeting the schedule as submitted.


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SECTION 01330 SUBMITTAL PROCEDURES

PART 1


- GENERAL

A. Submittal procedures.

B. Construction progress schedules.

C. Proposed products list.

D. Product data.

E. Shop drawings.

F. Samples.

G. Design data.

H. Test reports.

I. Certificates.

J. Manufacturer's instructions.

K. Manufacturer's field reports.

L. Erection drawings.

M. Construction photographs.

1.2 SUBMITTAL PROCEDURES

A. Transmit each submittal with Architect/Engineer accepted form.

B. Sequentially number transmittal forms. Mark revised submittals with original number and sequential alphabetic or numeric suffix.

C. Identify Project, Contractor, subcontractor and supplier; pertinent drawing and detail number, and specification section number, appropriate to submittal.

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D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with requirements of the Work and Contract Documents.

E. Schedule submittals to expedite Project, and deliver to Architect/Engineer at business address. Coordinate submission of related items.

F. For each submittal for review, allow 15 working days excluding delivery time to and from Contractor.

G. Identify variations from Contract Documents and any product or system limitations which may be detrimental to successful performance of completed Work. For product substitutions refer to Section 01600 – Product Requirements.

H. Allow space on submittals for Contractor and Architect/Engineer review stamps.

I. When revised for resubmission, identify changes made since previous submission.

J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements.

K. Submittals not requested will not be recognized or processed.

L. In no case shall the requirements of this Section negate the requirements of Section 00700 – General Conditions.

1.3 CONSTRUCTION PROGRESS SCHEDULES

A. Refer to Section 01300.

1.4 PROPOSED PRODUCTS LIST

A. Within 10 days after date of Notice to Proceed, submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.

B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards.

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1.5 PRODUCT DATA

A. Contractor to prepare a schedule of all items requiring shop drawing review and submittal including dates required. Allow a minimum of 15 working days from time of receipt by Architect for review. Contractor will maintain a submittal log with review status and update log for review at each progress meeting.

B. Product Data: Submit to Architect/Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents.

C. Submit number of copies Contractor requires, plus 3 copies Architect/Engineer will retain.

D. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

E. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

F. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents described in Section 01700.

1.6 SHOP DRAWINGS

A. Shop Drawings: Submit to Architect/Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents.

B. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

C. Submit in form of one reproducible transparency plus 2 opaque reproductions.

D. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents described in Section 01700.

1.7 SAMPLES

A. Samples: Submit to Architect/Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents.

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B. Samples For Selection as Specified in Product Sections: 1. Submit to Architect/Engineer for aesthetic, color, or finish selection. 2. Submit samples of finishes required in accordance with trade

sections.

C. Submit samples to illustrate functional and aesthetic characteristics of Products, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

D. Include identification on each sample, with full Project information.

E. Submit number of samples specified in individual specification sections; Architect/Engineer will retain one sample.

F. Reviewed samples which may be used in the Work are indicated in individual specification sections.

G. Samples will not be used for testing purposes unless specifically stated in specification section.

H. After review, produce duplicates and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents purposes described in Section 01700.

1.8 DESIGN DATA

A. Submit for Architect/Engineer's knowledge as contract administrator or for Owner.

1.9 TEST REPORTS

A. Submit for Architect/Engineer's knowledge as contract administrator or for Owner.

1.10 CERTIFICATES

A. When specified in individual specification sections, submit certification by manufacturer, installation/application subcontractor, or Contractor to Architect/Engineer, in quantities specified for Product Data.

B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

C. Certificates may be recent or previous test results on material or Product or Batch Certificates, but must be acceptable to Architect/Engineer.

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1.11 MANUFACTURER'S INSTRUCTIONS

A. When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Architect/Engineer for delivery to Owner in quantities specified for Product Data.

B. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

1.12 MANUFACTURER'S FIELD REPORTS

A. Submit reports for Architect/Engineer's benefit as contract administrator or for Owner.

B. Submit report within 2 days of observation to Architect/Engineer for information.

1.13 ERECTION DRAWINGS

A. Submit drawings for Architect/Engineer's benefit as contract administrator or for Owner.

PART 2

Not Used.

- PRODUCTS

PART 3

Not Used.

- EXECUTION


M02-14392-1

SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES


A. Submit shop drawings, product data and samples, including color chips and any other data required by the Contract Documents. Contractor shall also submit a list of subcontractors and material suppliers in accordance with the General Conditions of the Contract for construction.

B. Related requirements are included in the General Conditions, Section in

Division 1 and other pertinent Sections of these Specifications. 1.2 SHOP DRAWINGS

A. Drawings shall be presented in a clear and thorough manner.

B. Details shall be identified by reference to sheet and detail, schedule, or room numbers shown on Contract Documents.

1.3 PRODUCT DATA A. Preparation

1. Clearly mark each copy to identify pertinent products or models. 2. Show performance characteristics and capacities, dimensions and

clearances required, wiring or piping diagrams and controls. B. Manufacturer's standard schematic drawings and diagrams.

1. Supplement standard information to provide information specifically applicable to the work.

1.4 SAMPLES

A. Samples shall be of sufficient size and quantity to clearly illustrate functional characteristics of the product, with integrally related parts and attachment devises, as well as the full range of color, texture and pattern.

B. Submit color samples for all items where two or more standard colors are

available. Submit special colors where specifically requested in the various sections.

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1.5 CONTRACTOR'S RESPONSIBILITIES

A. Contractor shall review shop drawings, product data and samples prior to submission.

B. Determine and verify: 1. Field measurements. 2. Field construction criteria. 3. Catalog number and similar data. 4. Conformance with specifications.

C. Coordinate each submittal with requirements of Work and the Contract Documents.

D. Notify the Architect in writing, at time of submission, of any deviations in

the submittals from requirements of the Contract Documents.

E. Begin no fabrication or work which requires submittals until return of submittals with Architect's approval.

F. Architect's approval of Shop Drawings, Product Data or Samples does not

alleviate the Contractor of his responsibility for conformance with the Drawings and Specifications.

1.6 MAINTENANCE SCHEDULES

A. Prior to final payment submit to Architect, one copy of maintenance schedules for all equipment installed in this contract.


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SECTION 01370 SCHEDULE OF VALUES


A. Work included: Provide a detailed breakdown of the agreed Contract Sum showing values allocated to each of the various parts of the Work, as specified and in other provisions of the Contract Documents.

B. Related Work:

1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions and Sections in Division 1 of these Specifications.

2. Schedule of values is required under the General Conditions. 3. Schedule of values is required to be compatible with the "continuation

sheet" accompanying applications for payment. 1.2 QUALITY ASSURANCE A. Use required means to assure arithmetical accuracy of the sums described.

B. When so required by the Architect, provide copies of the subcontracts or other data acceptable to the Architect, substantiating the sums described.

1.3 SUBMITTALS

A. Prior to first application for payment, submit a proposed schedule of values to the Architect for approval. Revise and resubmit as requested by Architect. No application for payment will be processed until the Schedule of Values is received and approved.


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SECTION 01500 TEMPORARY FACILITIES AND CONTROLS


PART 1 - GENERAL

A. Temporary Utilities: 1. Temporary electricity. 2. Temporary lighting for construction purposes. 3. Temporary heating. 4. Temporary cooling. 5. Temporary ventilation. 6. Telephone service. 7. Facsimile service. 8. Temporary water service. 9. Temporary sanitary facilities.

B. Construction Facilities: 1. Field offices and sheds. 2. Vehicular access. 3. Parking. 4. Progress cleaning and waste removal. 5. Project identification. 6. Traffic regulation.

C. Temporary Controls: 1. Barriers. 2. Enclosures and fencing. 3. Security. 4. Water control. 5. Dust control. 6. Erosion and sediment control. 7. Noise control. 8. Pest control. 9. Pollution control. 10. Rodent control.

D. Removal of utilities, facilities, and controls.

1.2 TEMPORARY ELECTRICITY

A. Provide and pay for power service required from utility companies or other sources as needed for construction operation.

B. Provide power outlets, with branch wiring and distribution boxes located as required for construction operations. Provide flexible power cords as required for portable construction tools and equipment.

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1.3 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES

A. Provide and maintain lighting for construction operations to achieve minimum lighting level necessary for safe and efficient construction activities.

B. Provide and maintain lighting to exterior staging and storage areas entire site after dark for security purposes.

C. Provide and maintain HID lighting to interior work areas after dark for security purposes.

D. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps for specified lighting levels.

E. Maintain lighting and provide routine repairs.

1.4 TEMPORARY HEATING

A. Provide and pay for heating devices and heat as needed to maintain specified conditions for construction operations.

B. Prior to operation of permanent equipment for temporary heating purposes, verify installation is approved for operation, equipment is lubricated and filters are in place. Provide and pay for operation, maintenance, and regular replacement of filters and worn or consumed parts.

C. Maintain minimum ambient temperature of 50 degrees F (10 degrees C)

1.5 TEMPORARY VENTILATION

in areas where construction is in progress, unless indicated otherwise in product sections.

A. Ventilate enclosed areas to achieve curing of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.

1.6 TELEPHONE SERVICE

A. Provide, maintain, and pay for telephone service to field office at time of project mobilization.

1.7 FACSIMILE SERVICE

A. Provide, maintain and pay for facsimile service and dedicated telephone line to field office at time of project mobilization.

1.8 TEMPORARY WATER SERVICE

A. Owner will provide and pay for suitable quality water service as needed to maintain specified conditions for construction operations.

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1.9 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Provide facilities at time of project mobilization.

1.10 FIELD OFFICES AND SHEDS

A. Office: Weather tight, with lighting, electrical outlets, heating, cooling and ventilating equipment, and equipped with sturdy furniture drawing rack, and drawing display table.

B. Provide space for Project meetings, with table and chairs to accommodate the number of persons anticipated to attend.

C. Locate offices in areas indicated on site plan as available for this use.

D. Maintenance And Cleaning: 1. Provide for periodic cleaning and maintenance for office and storage

areas as required to maintain the project site in a safe and orderly manner.

2. Maintain approach walks free of mud, water, and snow.

E. Removal: At completion of Work remove temporary facilities, utility services, and debris.

1.11 VEHICULAR ACCESS

A. Construct temporary access roads from public thoroughfares to serve construction area, of width and load bearing capacity to accommodate unimpeded traffic for construction purposes.

B. Provide unimpeded access for emergency vehicles.

C. Provide and maintain access to fire hydrants and control valves free of obstructions.

D. Provide means of removing mud from vehicle wheels before entering streets.

1.12 PARKING

A. Provide surface parking areas to accommodate construction personnel.

B. Locate as approved by Architect/Engineer.

C. Permanent Pavements And Parking Facilities: 1. Prior to Substantial Completion, bases for permanent roads and

parking areas may be used for construction traffic. 2. Avoid traffic loading beyond paving design capacity. Tracked vehicles

not allowed.

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D. Maintenance: 1. Maintain traffic and parking areas in sound condition free of

excavated material, construction equipment, products, mud, snow, and ice.

2. Maintain paved areas used for construction; promptly repair breaks, potholes, low areas, standing water, and other deficiencies, to maintain paving and drainage in specified, condition.

E. Removal, Repair: 1. Remove temporary materials and construction at Substantial

Completion. 2. Repair facilities damaged by use, to specified condition.

F. Mud From Site Vehicles: Provide means of removing mud from vehicle wheels before entering streets.

1.13 PROGRESS CLEANING AND WASTE REMOVAL

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in clean and orderly condition.

B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing spaces.

C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust.

D. Collect and remove waste materials, debris, and rubbish from site weekly and dispose off-site.

E. Refer to Section 01351 – Sustainable Project Requirements.

1.14 PROJECT IDENTIFICATION

A. Project Identification Sign: 1. One painted sign of construction, design, and content shown in

Section 01500 – Attachment “A” and at the location indicated on the Drawings.

B. Sign Painter: Experienced as professional sign painter for minimum three years.

C. Finishes, Painting: Adequate to withstand weathering, fading, and chipping for duration of construction.

D. Show content, layout, lettering, color, foundation, structure, sizes, and grades of members as indicated in project manual.

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E. Installation: 1. Install project identification sign within 10 days after date fixed by

Notice to Proceed. 2. Erect at designated location. 3. Erect supports and framing on secure foundation, rigidly braced and

framed to resist wind loadings. 4. Install sign surface plumb and level, with butt joints. Anchor securely. 5. Paint exposed surfaces of sign, supports, and framing.

F. Maintenance: Maintain signs and supports clean, repair deterioration and damage.

G. Removal: Remove signs, framing, supports, and foundations at completion of Project and restore area.

1.15 TRAFFIC REGULATION

A. Signs, Signals, And Devices: 1. Post Mounted Traffic Control and Informational Signs: As approved

by authority having jurisdiction. 2. Flagperson Equipment: As required by authority having jurisdiction.

B. Flag Persons: Provide trained and equipped flag persons to regulate traffic when construction operations or traffic encroach on public traffic lanes.

C. Flares And Lights: Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic.

D. Haul Routes: 1. Consult with authority having jurisdiction, establish public

thoroughfares to be used for haul routes and site access. 2. Confine construction traffic to designated haul routes. 3. Provide traffic control at critical areas of haul routes to regulate

traffic, to minimize interference with public traffic.

E. Removal: 1. Remove equipment and devices when no longer required. 2. Repair damage caused by installation.

1.16 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas and to protect facilities and adjacent properties from damage from construction operations.

B. Provide protection for plants designated to remain. Replace damaged plants.

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1.17 SECURITY

A. Security Program: 1. Protect Work from theft, vandalism, and unauthorized entry.

B. Entry Control: 1. Restrict entrance of persons and vehicles into Project site. 2. Allow entrance only to authorized persons with proper identification.

C. Restrictions: 1. Do not allow cameras on site or photographs taken except by written

approval of Owner or as required by other specification sections. 2. Project work hours are from 7 a.m. to 7 p.m., Monday through

Friday, unless otherwise approved by the Owner.

1.18 WATER CONTROL

A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain necessary equipment.

B. Protect site from puddling or running water. Install and maintain required soil

erosion protection systems.

1.19 DUST CONTROL

A. Execute Work by methods to minimize raising dust from construction operations.

B. Include dust control measures as a part of the soil erosion and sedimentation

control plan.

1.20 EROSION AND SEDIMENT CONTROL

A. After contract award and prior to making any earth change, the contractor shall prepare and submit for approval a “Soil Erosion and Sedimentation Control Implementation Plan” that indicates the contractors intended means and method for controlling soil erosion and sedimentation on the Project. The SESC Implementation Plan shall comply with all provisions of the Soil and Sedimentation Control Act-1994 PA 451, Part 91, as amended.

B. A Soil Erosion and Sedimentation Control permit will be required from the

local governing authority.

D. Provide certification that the SESC Implementation Plan is being conducted in accordance with the approved plan

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1.21 NOISE CONTROL

A. Provide methods, means, and facilities to minimize noise produced by construction operations.

1.22 POLLUTION CONTROL

A. Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations.

B. Comply with pollution and environmental control requirements of authorities having jurisdiction.

1.23 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection.

B. Clean and repair damage caused by installation or use of temporary work.

C. Restore facilities used during construction to original condition.

Not Used.

PART 2 - PRODUCTS

Not Used.

PART 3 - EXECUTION


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SECTION 01545 PROTECTION OF WORK AND PROPERTY


A. The OWNER shall not be responsible for security on the site of the work. Each CONTRACTOR will be held responsible for loss or injury to persons or property where his work is involved and shall provide (if he deems it necessary) such watchmen and take such precautionary measures as he may deem necessary to protect his own interests.


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SECTION 01560 TEMPORARY CONTROLS

PART 1 - GENERAL 1.1 SECTION INCLUDES A. Water Control. B. Dust Control. C. Erosion and Sediment Control. D. Traffic Control. E. Pollution Control. F. Dewatering. G. Progress Cleaning and Waste Removal. 1.2 WATER CONTROL A. Grade sites to drain. Maintain excavations free of water. Provide, operate,

and maintain pumping equipment. B. Protect sites from puddling or running water. Provide water barriers as

required to protect site from soil erosion. C. Do not allow uncontrolled water to enter new lines or adjacent properties. 1.3 DUST CONTROL A. Execute Work by methods to minimize raising dust from construction opera-

tions. 1.4 EROSION AND SEDIMENT CONTROL A. Plan and execute construction methods to control surface drainage from

trenches, work sites, borrow and waste disposal areas. Prevent erosion and sedimentation and through control measures shown as Attachment I of this Section.

B. Minimize amount of bare soil exposed at one time.

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C. Provide temporary measures such as berms, dikes, and drains, to prevent

water flow. D. Construct fill and waste areas by selective placement to avoid erosive

surface silts or clays. E. Periodically inspect earthwork to detect evidence of erosion and sedimenta-

tion; promptly apply corrective measures. F. When excavation within 500 feet of a waterway, the CONTRACTOR shall

meet all requirements of the "Soil Erosion and Sedimentation Control Act". Types of controls required are noted on the plans utilizing the "Michigan Uni-fied Keying System". Any items necessary to meet the requirements of the act shall be considered incidental to the cost of construction work.

1.5 TRAFFIC CONTROL A. When construction interferes with the safe flow of traffic along MDOT trunk-

line and County Road right of way, traffic shall be controlled by the CON-TRACTOR according to MDOT traffic control standards. All highway detours and temporary bypasses will be subject to the approval of MDOT and/or the County Highway Engineer.

B. Provide barricades, signage and flaggers as required for utility construction

within MDOT and County Road right-of-way as identified in the Michigan Manual of Uniform Traffic Control Devices.

C. Provide barricades and covered walkways as applicable when required by

governing authorities for public rights-of-way and for public access to buildings.

1.6 POLLUTION CONTROL A. Provide methods, means, and facilities to prevent contamination of soil,

water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations.

1.7 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in

a clean and orderly condition. B. Remove debris and rubbish from streets, rights-of-ways and storage areas. C. Broom street surfaces. Control dust.

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PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used


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SECTION 01600 PRODUCT REQUIREMENTS


PART 1 - GENERAL

A. Products.

B. Product delivery requirements.

C. Product storage and handling requirements.

D. Product options.

E. Product substitution procedures.

F. Equipment electrical characteristics and components.

1.2 PRODUCTS

A. Furnish products of qualified manufacturers suitable for intended use. Furnish products of each type by single manufacturer unless specified otherwise.

1.3 PRODUCT DELIVERY REQUIREMENTS

A. Transport and handle products in accordance with manufacturer's instructions.

B. Promptly inspect shipments to ensure products comply with requirements, quantities are correct, and products are undamaged.

C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage.

1.4 PRODUCT STORAGE AND HANDLING REQUIREMENTS

A. Store and protect products in accordance with manufacturers' instructions.

B. Store with seals and labels intact and legible.

C. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product.

D. For exterior storage of fabricated products, place on sloped supports above ground.

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E. Provide off-site storage and protection when site does not permit on-site storage or protection.

F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

G. Store loose granular materials on solid flat surfaces in well-drained area. Prevent mixing with foreign matter.

H. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

I. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

1.5 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description.

B. Products Specified by Naming One or More Manufacturers: Products of one of manufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with Provision for Substitutions: Submit request for substitution for any manufacturer not named in accordance with the following article.

1.6 PRODUCT SUBSTITUTION PROCEDURES

A. Within the bidding period, but not later than 10 days prior to the date bids are due, the Architect will consider requests for product substitutions.

B. Document each request with complete data substantiating compliance of

proposed Substitution with Contract Documents. C. A request constitutes a representation that Bidder: 1. Has investigated proposed product and determined that it meets or

exceeds quality level of specified product. 2. Will provide same warranty for Substitution as for specified product. 3. Will coordinate installation and make changes to other Work which

may be required for the Work to be complete with no additional cost to Owner.

4. Waives claims for additional costs or time extension which may subsequently become apparent.

5. Will reimburse Owner and Architect for review or redesign services associated with re-approval by authorities having jurisdiction.

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D. Notice of approved product substitutions will be issued to all bidders in the form of a written addendum.

E. Substitutions will not be considered when they are indicated or implied on

Shop Drawing or Product Data submittals, without separate written request, or when acceptance will require revision to Contract Documents.

F. Substitution Submittal Procedure: 1. Submit three copies of request for substitution for consideration.

Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results

attesting to proposed product equivalence. Burden of proof is on proposer.

3. Architect will notify Contractor in writing of decision to accept or reject request.

G. Product substitutions will not be allowed after award of contract. Should a

product become unavailable through no fault of the Contractor, the Architect may, at his sole discretion, consider a request for a substitute product.

Not Used.

PART 2 – PRODUCTS

Not Used.

PART 3 - EXECUTION


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SECTION 01630 SUBSTITUTIONS, PRODUCT ACCEPTANCE

PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. DRAWINGS AND GENERAL PROVISIONS of Contract, including General and

Supplementary Conditions and other Division-1 Specification sections, apply to work of this section.

1.2 SUBMITTALS A. Substitution Request Submittal: Requests for substitution will be considered

if presented to the Architect at least 10 days in advance of bid due date. 1. Identify the product, or the fabrication to be replaced in each request.

Include related Specification Section and Drawing numbers. Provide complete documentation showing compliance with the requirements for substitutions, and the following information, as appropriate:

2. Product Data, including Drawings and descriptions of products,

fabrication and installation procedures. 3. Samples, where applicable or requested. 4. A detailed comparison of significant qualities of the proposed

substitution with those of the Work specified. Significant qualities may include elements such as size, weight, durability, performance and visual effect.

5. Coordination information, including a list of changes or modifications

needed to other parts of the Work and to construction performed by the Owner and separate Contractors, that will become necessary to accommodate the proposed substitution.

6. A Statement indicating the substitution's effect on the Contractor's

Construction Schedule compared to the schedule without approval of the substitution. Indicate the effect of the proposed substitution on overall Contract Time.

7. Cost information, including all related costs under this Contract and

excluding Architect's redesign costs, net change, if any, in the Contract Sum, and waiving all claims for additional costs related to the substitution which subsequently became apparent.

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8. Certification by the Contractor that the substitution proposed is

appropriate in every significant respect to that required by the Contract Documents, and that it will perform adequately in the application indicated. Include the Contractor's waiver of rights to additional payment or time, that may subsequently become necessary because of the failure of the substitution to perform adequately.

B. Product Presentation: Conduct a presentation at the Architect's office if

required by the Architect to prove appropriateness to the specified product. C. Architect's Action: Within one week of receipt of Bids, the Architect may

request additional information or documentation necessary for evaluation of the request. Within 2 week of receipt of the request, or one week of receipt of the additional information or documentation, which ever is later, the Architect will notify the Contractor of acceptance or rejection of the proposed substitution. If a decision on use of a proposed substitute is not made or obtained within the time allocated, use the product specified by name. If acceptance is made prior to award, it will be included in the Contract Amount. If acceptance is made after Award, it will be in the form of a Change Order.

1.4 GENERAL REQUIREMENTS FOR SUBSTITUTIONS A. Substitutions During Bidding: 1. Substitutions shall be included in the proposal under the following

conditions only and shall follow all requirements of "Acceptance of Substitutions".

2. When the Contractor is unable to obtain competitive prices from

more than one of the specified manufacturers. 3. When the Contractor knows of another product of equal or better

quality and performance. 4. When the Contractor has had unsatisfactory experience with one or

more of the specified products or has reason to believe that the specified Manufacturer will not provide the necessary guarantees or assume responsibility for performance.

B. Substitutions After Contract: 1. Substitutions proposed after Award of the contract will only be

considered for the following reasons.

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2. A substantial advantage is offered the Owner, in terms of cost, time,

energy conservation or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Architect for redesign and evaluation services, increased cost of other construction by the Owner or separate Contractors, and similar considerations.

C. Acceptance of Substitutions:

1. Substitutions will be considered for any manufacturer except those followed by the words "No Substitutions" in the Specifications.

2. In all cases where substitutions are proposed by the Contractor, it

shall be the sole responsibility of the Contractor to provide adequate data and samples as required by the Architect to evaluate the substitution.

D. The Architect shall not be obliged to justify his reason for rejecting a

proposed substitution. E. In the event that a substitution is accepted conditionally on the Contractor's

agreement to assume full responsibility for equality and performance, the Contract shall provide a full value warranty and agree to make good all damages resulting from the failure of the substitute product.

1.5 ACCEPTANCE OF MATERIALS AND MANUFACTURERS A. Standard Materials: 1. Architect's acceptance applies to the Manufacturer only and shall not

act to permit any deviation from other requirements of the Specifications.

2. Acceptance will be based on the Manufacturer's specifications at

time of issuance of Bidding Documents. Deviations from such specifications shall be considered as a substitution.

3. Requests for acceptance shall be in tabular form stating Specification

paragraph and material selected, except as otherwise provided.

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4. Shop Drawings shall not indicate any material for which acceptance has not been received, unless accompanied by a separate request for approval. In no case shall Architect's review and return of Shop Drawings constitute and acceptance of either specified or substitute manufacturers or materials.

B. Materials Involving Supplementary Warranty of Maintenance Contract: 1. These materials shall be submitted as a request for acceptance over

the signature of a qualified technical representative in the direct employ of the Manufacturer of such other person as the manufacturer may authorize in writing. Request for acceptance shall contain the following information.

a. Name of project. b. Name of Contractor, Subcontractor or other party to whom

material is furnished. c. Reference to Specification Section and Article where material

is specified and other Contract Documents necessary for identification.

d. Statement of acceptance of documents, conditions, and

performance requirements: i. Statement that documents as issued are in accordance

with manufacturer's recommendations for use of specified materials, or

. ii. Recommended modification of detail, use, application

or for substitution of different product by same manufacturer as being more suitable for the performance requirements of the warranty.

e. Statement that detailed installation instructions will be

provided. f. Extent of job site technical services, consultants or instructors

proposed, if any. g. Statement that warranty will be provided. h. Special provisions required to keep warranty in force.

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2. Requests for acceptance may be in the form of a letter including the above items and addressed to the subcontractor responsible for installation of the material, or may be according to a sample form of Material Proposal, provided by the Architect.

3. Upon receipt of the manufacturer's proposal, the subcontractor shall

add his own statement agreeing to comply with the manufacturer's requirements and warranting his own workmanship.

4. The Contractor shall submit letter of endorsement of copies of all

documents, including letters of comment, to the Architect for approval. In the event that the request for approval recommends a change in the work, modification of detail, or substitution of material, the Contractor shall indicate his concurrence with the change as being within the scope of the Contract or indicate the change in the Contract Sum for making such change, or state his objections to the change.


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SECTION 01650 STARTING OF SYSTEMS

PART 1 - GENERAL 1.1 SECTION INCLUDES A. Starting systems. B. Demonstration and instructions. C. Testing, adjusting, and balancing. 1.2 RELATED SECTIONS A. Section 01400 - Quality Control. B. Section 01700 - Contract Closeout. 1.3 STARTING SYSTEMS

A. Coordinate schedule for start-up of various equipment and systems. B. Notify Engineer and Owner prior to start-up of each item. C. Verify that each piece of equipment or system has been checked for proper

lubrication, drive rotation, belt tension, control sequence, or for other condi-tions which may cause damage.

D. Verify that tests, meter readings, and specified electrical characteristics

agree with those required by the equipment or system manufacturer. E. Verify wiring and support components for equipment are complete and

tested.

F. Execute start-up under supervision of applicable manufacturer's representative in accordance with manufacturers' instructions.

G. Where specified in individual specification Sections, require manufacturer to

provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation.

H. Submit a written report in accordance with Section 01400 that equipment or

system has been properly installed and is functioning correctly.

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1.4 DEMONSTRATION AND INSTRUCTIONS

A. Authorized manufacturer representative shall demonstrate operation and maintenance of Products (equipment, systems) to Owner's personnel prior to date of Substantial Completion.

1.5 TESTING, ADJUSTING, AND BALANCING

A. Equipment manufacturer's authorized representative shall perform testing, adjusting and balancing services until all equipment and systems are operating properly.

B. Testing, adjusting and balancing work shall be considered incidental to the

price of the equipment or system. C. Reports will be submitted to the Engineer indicating observations and results

of tests and indicating compliance or non-compliance with the requirements of the Contract Documents.

PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used


M02-14392-1

SECTION 01700 EXECUTION REQUIREMENTS

PART 1


- GENERAL

A. Closeout procedures.

B. Final cleaning.

C. Starting of systems.

D. Demonstration and instructions.

E. Testing, adjusting and balancing.

F. Protecting installed construction.

G. Project record documents.

H. Operation and maintenance data.

I. Manual for materials and finishes.

J. Manual for equipment and systems.

K. Spare parts and maintenance products.

L. Product warranties and product bonds.

M. Maintenance service.

1.2 CLOSEOUT PROCEDURES

A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Architect/Engineer's review.

B. Provide submittals to Contractor required by authorities having jurisdiction.

C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due.

1.3 FINAL CLEANING

A. Execute final cleaning prior to final project assessment.

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B. Clean debris from roofs, gutters, downspouts, and drainage systems.

C. Clean site; sweep paved areas, rake clean landscaped surfaces.

D. Remove waste and surplus materials, rubbish, and construction facilities from site.

1.4 PROTECTING INSTALLED CONSTRUCTION

A. Protect installed Work and provide special protection where specified in individual specification sections.

B. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage.

C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.

D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials.

E. Prohibit traffic from landscaped areas.

1.5 PROJECT RECORD DOCUMENTS

A. Maintain on site one set of the following record documents; record actual revisions to the Work: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Reviewed Shop Drawings, Product Data, and Samples. 6. Manufacturer's instruction for assembly, installation, and adjusting.

B. Ensure entries are complete and accurate, enabling future reference by Owner.

C. Store record documents separate from documents used for construction.

D. Record information concurrent with construction progress, not less than weekly.

E. Specifications: Legibly mark and record at each product section description of actual products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and modifications.

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F. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including: 1. Field changes of dimension and detail. 2. Details not on original Contract drawings.

G. Submit documents to Architect/Engineer with final Application for Payment.

1.6 PRODUCT WARRANTIES AND PRODUCT BONDS

A. Obtain warranties and bonds executed in duplicate by responsible subcontractors, suppliers, and manufacturers, within ten days after completion of applicable item of work.

B. Execute and assemble transferable warranty documents and bonds from subcontractors, suppliers, and manufacturers.

C. Verify documents are in proper form, contain full information, and are notarized.

D. Co-execute submittals when required.

E. Include Table of Contents and assemble in three D side ring binder with durable cover.

F. Submit prior to final Application for Payment.

G. Time Of Submittals: 1. For equipment or component parts of equipment put into service

during construction with Owner's permission, submit documents within ten days after acceptance.

2. Make other submittals within ten days after Date of Substantial Completion, prior to final Application for Payment.

3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within ten days after acceptance, listing date of acceptance as beginning of warranty or bond period.

PART 2

Not Used.

- PRODUCTS

PART 3

Not Used.

- EXECUTION


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SECTION 01710 CLEANING


A. Work included: Throughout the construction period, maintain the buildings and site in a standard of cleanliness as described in this Section.

B. Related Work:

1. Documents affecting the work of this Section include, but are not necessarily limited to, General Conditions and Sections in Division 1 of these Specifications.


A. Conduct daily inspection, and more often if necessary, to verify that requirements for cleanliness are being met.

B. In addition to the standards described in this Section, comply with pertinent

requirements of governmental agencies having jurisdiction. PART 2 - PRODUCTS 2.1 CLEANING MATERIALS AND EQUIPMENT

A. Provide required personnel, equipment and materials needed to maintain the specified standard of cleanliness.

2.2 COMPATIBILITY

A. Use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommended by the manufacturer of the material.

PART 3 - EXECUTION 3.1 PROGRESS CLEANING A. General

1. Retain stored items in an orderly arrangement allowing maximum access, not impeding traffic or drainage, and providing required protection of materials.

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2. Do not allow accumulation of scrap, debris, waste material, and other

items not required for construction of this Work. 3. At least once each week, and more often if necessary, completely

remove all scrap, debris, and waste material from the job site. 4. Provide adequate storage for all items awaiting removal from the job

site, observing requirements, laws and codes for fire protection and protection of the environment.

B. Site:

1. Daily, and more often if necessary, inspect the site and pick up all scrap, debris, and waste material. Remove such items to the place designated for their storage.

2. Weekly, and more often if necessary, inspect all arrangements of materials stored on the site. Organize as required.

3. Maintain the site in a neat and orderly condition at all times. C. Structures:

1. Weekly, and more often if necessary, inspect the structure and pick up all scrap, and debris material. Remove such items to the place designated for their storage.

2. Daily, and more often if necessary, sweep interior spaces clean. a. "Clean" shall be interpreted as meaning free from dust and

other material capable of being removed by use of reasonable effort and a hand-held broom.

3. As required preparatory to installation of succeeding materials, clean the structures or pertinent portions thereof to the degree of cleanliness recommended by the manufacturer of the succeeding material, using equipment and materials required to achieve the necessary cleanliness.

4. Following the installation of finish floor materials, clean the finish floor daily (and more often if necessary) at all times while work is being performed in the space in which finish materials are installed.

a. "Clean" shall be interpreted as meaning free from foreign material which, in the opinion of the Architect, may be injurious to the finish floor material.

3.2 FINAL CLEANING

A. "Clean" shall be interpreted as meaning the level of cleanliness generally provided by skilled cleaners using quality building maintenance equipment and materials.

B. Prior to completion of the Work, remove from the job site all tools, surplus

materials, equipment, scrap, debris, and waste.

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C. Site:

1. Unless otherwise specifically directed by the Architect, broom clean paved areas on the site and public paved areas adjacent to the site.

2. Completely remove resultant debris. D. Structures: 1. Exterior:

a. Visually inspect exterior surfaces and remove all traces of soil, waste materials, smudges, and other foreign matter.

b. Remove all traces of splashed materials from adjacent surfaces.

c. If necessary to achieve a uniform degree of cleanliness, hose down the exterior of the structure.

2. Interior: a. Visually inspect interior surfaces and remove all traces of soil,

waste materials, smudges, and other foreign matter. b. Remove all traces of splashed material from adjacent surfaces. c. Remove paint droppings, spots, stains, and dirt from finished

surfaces. 3. Glass: Clean inside and outside. 3.3 CLEANING DURING OWNER'S OCCUPANCY

A. Should the Owner occupy the Work or any portion thereof prior to its completion by the Contractor and final acceptance by the Owner, responsibilities for interim and final cleaning shall be as determined by the Architect in accordance with the General Conditions of the Contract.


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SECTION 02211 ROUGH GRADING


A. Removal of topsoil and subsoil.

B. Cutting, grading, filling, rough contouring, and compacting the site for site structures, building pads, and roads.

1.2 RELATED SECTIONS

A. Section 01400 - Quality Control. B. Section 02205 - Soil Materials. C. Section 02207 - Aggregate Materials. D. Section 02220 – Excavating and Backfilling.

E. Section 02225 - Trenching

F. Section 02374 – Erosion Control Devices. 1.3 REFERENCES

A. ASTM C136 - Method For Sieve Analysis of Fine and Coarse Aggregates. B. ASTM D698 - Test Methods for Moisture-Density Relations of Soils and

Soil-Aggregate Mixtures, Using 5.5 lb (2.49 Kg) Rammer and 12 inch (304.8 mm) Drop.

C. ASTM D1557 - Test Methods for Moisture-Density Relations of Soils and

Soil-Aggregate Mixtures Using 10 lb (4.54 Kg) Rammer and 18 inch (457 mm) Drop.

D. ASTM D2922 - Test Methods for Density of Soil and Soil-Aggregate in Place

by Nuclear Methods (Shallow Depth). E. ASTM D3017 - Test Methods for Moisture Content of Soil and

Soil-Aggregate Mixtures.

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A. Perform Work in accordance with MDOT standard specifications for construction. Maintain one copy on site.

1.5 PROJECT RECORD DOCUMENTS

A. Submit under provisions of Section 01700.

B. Accurately record actual locations of utilities remaining by horizontal dimensions, elevations or inverts, and slope gradients.

PART 2 - PRODUCTS 2.1 MATERIALS

A. Subsoil Fill: Type S1 or S2 as specified in Section 02205.

B. Structural Fill: Meeting Class II MDOT specs. As specified as fine aggregate in Section 02207.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify site conditions.

B. Verify that survey bench mark and intended elevations for the Work are as indicated.

3.2 PREPARATION

A. Identify required lines, levels, contours, and datum.

B. Stake and flag locations of known utilities.

C. Locate, identify, and protect utilities that remain, from damage.

D. Notify utility company to remove and relocate utilities as necessary.

E. Protect above and below grade utilities that remain.

F. Protect plant life, lawns, and other features remaining as a portion of final landscaping.

G. Protect bench marks, survey control point, existing structures, fences,

sidewalks, paving, and curbs from excavating equipment and vehicular traffic.

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3.3 EROSION & SEDIMENT CONTROL A. Plan and execute construction methods to control surface drainage from

cuts, fills and waste disposal areas. Prevent erosion and sedimentation. B. Provide temporary measures such as berms, dikes, and drains, check dams,

silt fence, etc. to prevent uncontrolled surface water flow as required by the Soil Erosion and Sedimentation Control Act” – 1994 PA 451, Part 91, as amended.

C. Periodically inspect earthwork to detect evidence of erosion and

sedimentation; promptly apply corrective measures. D. Periodically inspect erosion control devices. Repair, maintain and expand

them as necessary to prevent sediments from leaving construction site. E. Dewatering operations must prohibit the discharge of water contaminated

with sediments, oil or other contaminates to surface waters. If roadside ditches are used to convey water from dewatering operations, sediment traps must be provided prior to discharge from construction site in conformance with the Sedimentation Act Guidelines.

F. Protect existing stormwater inlets using an approved “Best Management

Practice”. G. Permanent controls shall be installed within 5 days of establishing final

grade. Temporary controls may be removed only after permanent controls are in place.

3.4 SUBSOIL EXCAVATION

A. Excavate subsoil as needed to establish grades. B. Do not excavate through roots, perform work by hand and cut roots with

sharp axe. C. Stockpile in area designated on site to depth not exceeding 8 feet and

protect from erosion. Remove from site, subsoil not being reused. D. Stability: Replace damaged or displaced subsoil to same requirements as for

specified fill.

3.5 FILLING

A. Install Work in accordance with MDOT 2003 Standard Specifications for Construction.

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B. Fill areas to contours and elevations with unfrozen materials. C. Place fill material on continuous layers and compact in accordance with the

schedule of Section 3.8.

D. Maintain optimum moisture content of fill materials to attain required compaction density.

E. Slope grade away from building minimum 2 inches in 10 ft (1.5:100), unless

noted otherwise. F. Make grade changes gradual. Blend slope into level areas. G. Remove surplus fill materials from site.

3.6 TOLERANCES

A. Top Surface of Subgrade: Plus or minus 1/10 foot from required elevation. 3.7 FIELD QUALITY CONTROL

A. Section 01400 - Quality Assurance: Field inspection and testing. B. Testing: In accordance with ASTM D1556, ASTM D1557, ASTM D698,

AASHTO T180, ASTM D2167, ASTM D2922, ASTM D3017. C. If tests indicate Work does not meet specified requirements, remove Work,

replace and retest. D. Frequency of Tests: In accordance with MDOT 2003 Standard Specifications

for Construction or as directed by the Architect. 3.8 SCHEDULES

A. Structural Fill: 1. Approved material placed under proposed structure and within bearing

influence area of foundation. 2. Place in maximum 9 inch thickness base lifts. 3. Compact to minimum of 97 percent of modified proctor maximum

density.

B. Subsoil Fill: 1. Approved SI or S2 material placed under proposed driveways and

parking lots including bearing influence area of foundation. 2. Place in maximum 9 inch thickness base lifts. 3. Compact to minimum of 95 percent of modified proctor maximum

density.

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C. Pervious Fill:

1. Approved on site excavated material placed under lawns and landscaped areas.

2. Placement in 12 inch maximum thickness loose lifts. 3. Compact to minimum of 90% of the modified proctor maximum dry

density.


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SECTION 02220 EXCAVATION AND BACKFILLING

PART 1 - GENERAL 1.1 SUMMARY

A. Section Includes: 1. Excavation for footings, foundations and slabs on grade 2. Backfilling and compaction. 3. Fill and compaction for slabs on grade. 4. Final grading and compaction of soils and aggregate materials.

B. Related Sections:

1. Section 02205-Soils Materials 2. Section 02207-Aggregate Materials 3. Section 02211-Rough Grading 4. Section 02225-Trenching 5. Section 02512-Asphalt Paving 6. Section 03300-Cast-in-Place Concrete

1.2 REFERENCES

A. ASTM International 1. ASTM C136 - Method For Sieve Analysis of Fine and Coarse

Aggregates. 2. ASTM D698 - Test Methods for Moisture-Density Relations of Soils

and Soil-Aggregate Mixtures, Using 5.5 lb (2.49 Kg) Rammer and 12 inch (304.8 mm) Drop.

3. ASTM D1557 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 10 lb (4.54 Kg) Rammer and 18 inch (457 mm) Drop.

4. ASTM D2922 - Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth).

5. ASTM D3017 - Test Methods for Moisture Content of Soil and Soil-Aggregate Mixtures.

B. Michigan Department of Transportation (MDOT)

1. MDOT 2003 Standard Specification for Construction 1.3 QUALITY ASSURANCE

A. Perform work in accordance with MDOT 2003 Standard Specification for Construction.

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B. Temporary Facilities and Controls: Refer to Section 01500. C. Comply with the requirements of all federal, state and local codes, agencies

and authorities having jurisdiction of the Work of this Section. PART 2 - PRODUCTS 2.1 TOPSOIL

A. Where and if shown on the Drawings or otherwise required, provide topsoil consisting of material specified in Section 02205. Free of noxious weeds, sticks, brush, litter, and other deleterious matter. Topsoil to be provided and placed by Contractor unless indicated otherwise.

2.2 OTHER MATERIALS

A. Soils Materials: Refer to Section 02205. B. Aggregate Materials: Refer to Section 02207.

PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be

performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected.

3.2 FINISH ELEVATIONS AND LINES

A. Unless noted otherwise contours shown on the Drawings are finish contours. Perform rough grading to tolerances required to ensure accurate finished grades. Establish finish elevations and contour lines as shown on the Drawings. Grade to slope away from structure, walks, etc.

B. Protection of persons and property:

1. Barricade open holes and depressions occurring as part of the Work. 2. Protect structures, utilities, sidewalks, pavements, and other facilities

from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this Section.

C. Use means necessary to prevent dust becoming a nuisance to the public, to

neighbors, and to other work being performed on or near the site.

D. Maintain access to adjacent areas at all times.

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3.3 EXCAVATING

A. Perform excavating of every type of material encountered within the limits of the Work to the lines, grades, and elevations indicated and specified herein.

B. Surplus materials:

1. Dispose of unsatisfactory excavated material and surplus satisfactory excavated material, away from the site at disposal areas arranged and paid for by the Contractor.

C. Excavate and backfill in a manner and sequence that will provide proper

drainage at all times.

D. Borrow: 1. Obtain material required for fill or embankment in excess of that

produced within the grading limits of the Work from borrow areas selected and paid for by the Contractor.

E. Ditches and gutters:

1. Cut accurately to the cross sections, grades, contours and elevations shown.

2. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the Work.

F. Stability of excavations:

1. Slope sides of excavations to 1:1 or flatter, unless otherwise directed. 2. Shore and brace where sloping is not possible because of space

restrictions or stability of the materials being excavated. 3. Maintain sides and slopes of excavations in a safe condition until

completion of backfilling. G. Excavating for structures:

1. In excavating for footings and foundations, take care not to disturb bottom of excavation:

a. Excavate by hand tools to final grade just before concrete is placed.

b. Trim bottoms to required lines and grades to leave solid base to receive concrete.

2. Excavate for footings and foundations only after general site excavating, filling, and grading are complete.

3.4 FILLING AND BACKFILLING

A. General 1. Place acceptable soil material and backfill in layers to required

subgrade elevations.

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B. Backfill excavations as promptly as progress of the Work permits, but not until completion of the following:

1. Acceptance by Architect of construction below finish grade including, where applicable, dampproofing and waterproofing.

2. Inspecting, testing, approving, and recording locations of underground utilities.

3. Removing concrete formwork. 4. Removing shoring and bracing, and backfilling of voids with

satisfactory materials. 5. Removing trash and debris.

C. Ground surface preparation:

1. Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious matter from ground surface prior to placement of fills.

2. Cover rough grade fill with 4" minimum clean topsoil. 3. Seed all disturbed areas and areas of new backfill.

D. Placing and compacting:

1. Place backfill and fill materials in layers not more than 8" in loose depth.

2. Before compacting, moisten or aerate each layer as necessary to provide the optimum moisture content.

3. Compact each layer to required percentage of maximum density for area.

4. Do not place backfill or fill material on surfaces that are muddy, frozen, or containing frost or ice.

5. Place backfill and fill materials evenly adjacent to structures, to required elevations.

6. Take care to prevent wedging action of backfill against structures by carrying the material uniformly around the structure to approximately the same elevation in each lift.

7. Where the construction includes basement or other underground walls having structural floors over them, do not backfill such walls until the structural floors are in place and have attained sufficient strength to support the walls.

3.5 GRADING A. General:

1. Uniformly grade the areas within limits of this Section and as shown on the Drawings, including adjacent transition areas.

2. Smooth the finished surfaces to give smooth even contours as indicated on the Drawings and are required to provide proper drainage.

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3. Compact with uniform levels or slopes between points where

elevations are shown on the Drawings, or between such points and existing grades and between contours.

4. Where topsoil, aggregate materials, paving or other work affecting final grade is to be provided by others or is indicated as N.I.C. (Not in Contract), establish grade to elevations required that allow for placement of other materials on compacted sub-grade to achieve finish grade elevations indicated on drawings.

B. Grading outside building lines:

1. Grade areas adjacent to buildings to achieve drainage away from the structures, and to prevent ponding.

C. Finish Grade

1. Cover rough grade with specified depth of clean approved topsoil, unless specifically noted otherwise on the Drawings.

2. Grade and smooth topsoil to elevations, contours and structures as shown on the Drawings and as specified herein.

3.6 COMPACTING

A. Control soil compaction during construction to provide the minimum percentage of density specified for each area as determined according to ASTM D1557.

B. Provide not less than the following maximum density of soil material

compacted at optimum moisture content for the actual density of each layer of soil material in place, and as approved by the soil engineer.

1. Structures: a. Compact the top 8" of subgrade and each layer of fill material

or backfill material at 98% of maximum density. 2. Lawn and unpaved areas:

a. Compact the top 8" of subgrade and each layer of fill material or backfill material at 90% of the maximum density.

b. Compact the upper 12" of filled areas, or natural soils exposed by excavating, at 85% of maximum density.

3. Walks: a. Compact the top 8" of subgrade and each layer of fill material

or backfill material at 95% of the maximum density. 4. Pavements:

a. Compact the top 8" of subgrade and each layer of fill material or backfill material at 95% of maximum density.

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C. Moisture Control:

1. Where subgrade or layer of soil material must be moisture-conditioned before compacting, uniformly apply water to surface or layer of soil material to prevent free water appearing on surface during or subsequent to compacting operations.

3.7 MAINTENANCE A. Protection of newly graded areas:

1. Protect newly graded areas from traffic and erosion, and keep free from trash and weeds.

2. Repair and reestablish grades in settled, eroded, and rutted areas to the specified contours and elevations.

3. Seed all newly graded and regraded areas.

B. Where completed areas are disturbed by subsequent construction operations or adverse weather, scarify the surface, reshape, and compact to the required density contours and elevations prior to further construction.


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SECTION 02374 EROSION CONTROL DEVICES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Geotextile Sediment Fencing. 2. Sediment Traps. 3. Other required control measures.


1. Section 02205 – Soil Materials. 2. Section 02207 – Aggregate Materials. 3. Section 02211 – Rough Grading. 4. Section 02220 - Excavation and Backfilling. 5. Section 02225 - Trenching. 6. Section 02732 - Sanitary Sewer System. 7. Section 02723 - Storm Sewer Systems. 8. Section 02900 - Landscaping.

1.2 REFERENCES

A. American Association of State Highway and Transportation Officials: 1. AASHTO T88 - Standard Specification for Particle Size Analysis of Soils. 2. AASHTO T180 - Standard Specification for Moisture-Density Relations of

Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop.

B. American Society for Testing and Materials: 1. ASTM C127 - Standard Test Method for Specific Gravity and Absorption

of Coarse Aggregate. 2. ASTM D698 - Standard Test Method for Laboratory Compaction

Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)).

3. ASTM D1557 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort (6,000 ft-lbf/ft3 (2,700 kN-m/m3)).

4. ASTM D2922 - Standard Test Method for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth).

5. ASTM D3017 - Standard Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth).

C. Michigan Department of Transportation (MDOT) 1. MDOT 2003 Standard Specification for Construction.

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A. Perform Work in accordance with “Soil Erosion and Sedimentation Control Act – 1994 PA451, Part 91, as amended.


A. Convene minimum one week prior to commencing work of this section. B. Erosion Control Permits

1. Contractor shall give priority to and comply with all conditions of the Soil Erosion and Sedimentation Control Act regulations and permit conditions, and erosion prevention measures shown on the plans.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Furnish materials in accordance with MDOT 2003 Standard Specification for Construction.

B. Geotextile Fabric Fencing: Per MDOT Standard. C. Course Aggregate: Type A4

D. Straw Bales: Per MDOT Standard. E. Wooden Stakes: Per MDOT Standard.

2.2 PLANTING MATERIALS

A. Seeding and Soil Supplements: As specified in Section 02900. B. Mulch: As specified in Section 02900.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify existing conditions before starting work. B. Verify compacted stabilized soil is acceptable and ready to support devices and

imposed loads.

C. Verify gradients and elevations of base or foundation for other work are correct.

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3.2 GEOTEXTILE SEDIMENTATION FENCING A. Install geotextile silt fence to extent of disturbance of existing soil to MDOT

standards. B. Install geotextile silt fencing around all stockpiled excavated and filled materials

waiting for removal or installation.

C. Mulch seeded other areas as specified in Section 02900. 3.3 SEDIMENT TRAPS

A. Construct trap as indicated on drawings. 3.4 SITE STABILIZATION A. Refer to Section 02211 – Rough Grading. B. Construct, stabilize and activate erosion controls before site disturbance within

tributary areas of those controls. C. Stockpile and waste pile heights shall not exceed 8 feet

. Slope stockpile sides at 1:3 or flatter.

D. Stabilize any disturbed area of affected erosion control devices on which activity has ceased and which will remain exposed for more than 5p days. 1. During non-germinating periods, apply mulch at recommended rates. 2. Stabilize disturbed areas which are not at finished grade and which will

be disturbed within one year in accordance with Section 02900 at 50 percent of permanent application rate with no topsoil.

3. Stabilize disturbed areas which are either at finished grade or will not be disturbed within one year in accordance with Section 02900 permanent seeding specifications.

E. Stabilize stockpiles immediately. 3.5 FIELD QUALITY CONTROL A. Inspect erosion control devices on a weekly basis and after each runoff event.

Make necessary repairs to ensure erosion and sediment controls are in good working order.

3.6 CLEANING A. When sediment accumulation in sedimentation structures has reached a point

one-third depth of sediment structure or device, remove and dispose of sediment.

B. Do not damage structure or device during cleaning operations.

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C. Do not permit sediment to erode into construction or site areas or natural waterways.

D. Clean channels when depth of sediment reaches approximately one half channel

depth.

E. Repair or replace damaged areas of sediment device immediately upon weekly inspection.

3.7 PROTECTION

A. Protect sedimentation control devices throughout duration of disturbed soil or until mulched or sodding and seeding is established.

3.8 SCHEDULES

Location Size

A. Geotextile Sediment Fencing Around disturbed existing 36” high w/ soil, and perimeter of Stakes @ 6-0" site per plans. max.

B. Sediment Trap As indicated on As indicated on the drawings. the drawings.


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SECTION 02630 CONCRETE SIDEWALK AND CURB

PART 1 - GENERAL 1.1 SECTION INCLUDES A. Base preparation. B. Concrete Sidewalk. C. Concrete Curb and Gutter 1.2 RELATED SECTIONS A. Section 02211 - Rough Grading. B. Section 02222 - Structural Excavation, Backfill, and Compaction. 1.3 REFERENCES A. MDOT - "Standard Specifications for Construction", latest edition, (SSFC). 1.4 SUBMITTALS A. Samples: Submit 55 lb. samples of fine and course aggregate, for laboratory

testing, to testing laboratory. B. Submit mix designs to Architect for concrete mixtures used for sidewalk and

test results from previous jobs using this mix. PART 2 - PRODUCTS 2.1 The Contractor shall pay for all testing services specified in this Section and as

requested by the Owner and Architect. The testing firm shall be selected by the Owner or Architect.

2.2 MATERIALS A. Concrete for Sidewalk, Driveways and Curb:

Thickness as shown on the plan.

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1. MDOT Standards for concrete pavements. 2. 3,500 psi, 28 day compressive strength. 3. 5½ sacks of cement per cubic yard. 4. 1-1/2" maximum aggregate size.

5. 1-4" slump. 6. 4 - 6% total air content. B. Granular Base: Type II Material as specified in Section 02207. C. Expansion Joints: Fiber Joint Filler shall conform to the requirements of

ASTM D-1751 D. Curing Compound: White Membrane Curing Compound shall conform to the

requirements of ASTM C 309, Type 2, Class B. E. Forming Material: Forms can be either metal or wood (2x4,6, or 8) free of

dirt and mortar. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that the base or subbase has been compacted, is uniformly sloping,

free of ruts or high spots and at the required elevation and grade. 3.2 PREPARATION A. All tree roots shall be removed to a sufficient depth so that no injury by

upheaval can result from them. B. Place granular base as shown on the plans. C. Fine grade surface to uniformly sloping free of ruts or depressions as neces-

sary to achieve final grade. D. Conduct final compaction just prior to concrete sidewalk placement. 3.3 SIDEWALK PLACEMENT A. Set forms in place and securely stake. B. Verify forms are free of dirt, mortar and are oiled before placing concrete. C. Place ½" expansion joints every 48 feet maximum. Expansion joints (½")

shall also be place where sidewalk meets curb or buildings.

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D. Plane-of-Weakness joints shall be placed every 6 feet maximum, to a

minimum depth of 1/4 the slab thickness. E. Exposed concrete shall be evenly coated with curing compound at a rate of 1

gallon for every 200 square feet. 3.4 CURB AND GUTTER PLACEMENT A. Set forms in place and securely stake. B. Verify forms are free of dirt, mortar and are oiled before placing concrete. C. Place 1" fiber joint filler at 400' maximum intervals. D. Place 1" fiber joint filler at spring points of intersecting streets. E. Place 1" fiber joint filler in adjacent contraction joints each side of catch

basins. F. Place contraction joints at 40' maximum intervals. G. Contraction joints shall extend a least 1/4 the depth of the section. H. Exposed concrete shall be evenly coated with curing compound at a rate of 1

gallon for every 200 square feet. 3.5 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provision of Section

01400. B. Gradation of materials in accordance with MDOT SSFC and Section 02207 -

Aggregate Materials. C. Submit proposed mix design to Architect for review prior to commencement

of work. D. Tests of cement and aggregate will be performed to ensure conformance

with specified requirements. E. Compression Test Specimen: ASTM C31; One set of four standard

cylinders will be taken per 25 cubic yards or less of concrete taken by the Owner’s testing firm. Mold and store cylinders for each laboratory cured test specimens except when field cured test specimens are required.

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F. Slump: ASTM C143; One slump test shall be taken for each set of test

cylinders, taken by the Owner’s Testing Firm. Additional test when concrete consistency changes.

G. Air Content: ASTM C173, volumetric method for lightweight or normal

weight concrete; one air content test for each set of test cylinders, taken by the Owner’s testing firm.

H. Concrete Temperature: ASTM C1064; One test for each set of test

cylinders, one test hourly when air temperature is 40 degrees F (4 degrees C) and below and when air temperature is 80 degrees F (27 degrees C) and above.

I. Compressive-Strength Tests: ASTM C39; one set for each set of test

cylinders’ one specimen tested at 7 days, two specimens tested at 28 days, and one specimen retained in reserve for later testing if required.

J. Test results will be reported to Architect, ready-mix producer, and Contractor

within 24 hours after tests are completed. Reports of compressive strength tests shall contain the project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7-day test and 28-day tests.

3.6 COMPACTION REQUIREMENTS A. Granular Base under Concrete - 95%. Perform one compaction test per 200

square feet of concrete slab-on-grade and one compaction test per 100 lineal feet of concrete curbing.


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SECTION 03100 CONCRETE FORMWORK


A. Section Includes: 1. Formwork for concrete footings and foundation walls. 2. Formwork for concrete piers and grade beams. 3. Formwork for supported concrete slabs and slabs on grade. 4. Formwork for exterior concrete walks, equipment pads and other

exterior concrete work. B. Related Work:

1. Section 02220-Excavating and Backfilling 2. Section 03200-Concrete Reinforcement 3. Section 03300-Cast-in-Place Concrete

1.2 REFERENCES

A. American Concrete Institute 1. ACI 301-Specifications for Structural Concrete 2. ACI 318-Building Code Requirements for Structural Concrete 3. ACI 347-Recommended Practice for Measuring, Mixing, Transporting

and Placing Concrete. 4. ACI 305-Hot Weather Concreting. 5. ACI 306.1-Standard Specification for Cold Weather Concreting.

1.3 SUBMITTALS

A. Product Data: 1. Pre-manufactured metal forms. 2. Form coatings and releasing agents. 3. Form liners.

B. Shop Drawings: 1. Submit shop drawings indicating construction conditions that require

special formwork, bracing or support of form members. 2. Submit shop drawings indicating formwork and shoring plan for all

supported concrete slabs. 1.4 QUALITY ASSURANCE

A. Design of formwork is the sole responsibility of the Contractor. B. Conform to requirements of all applicable Codes, regulations and authorities

having jurisdiction over the Work of this project.

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C. Co-ordinate formwork with the requirements of trades. PART 2 - PRODUCTS 2.1 FORM MATERIALS

A. Except for metal forms, use new materials. B. Wood used for formwork shall be new, unused material capable of providing

concrete work of quality acceptable to the architect. 1. Wood forms may be re-used on the project provided that they are

completely cleaned and re-conditioned, recoated for each use and are capable of producing formwork and concrete work of acceptable quality

2. Do not re-use form material more than two (2) times. 2.2 DESIGN OF FORMWORK

A. General: 1. Design, erect, support, brace, and maintain formwork so it will safely

support vertical and lateral loads that might be applied, until such loads can be supported by the concrete structure.

2. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation, and position.

3. Support form materials by structural members spaced sufficiently close to prevent objectionable deflection.

4. Provide formwork sufficiently tight to prevent leakage of cement paste during concrete placement. Solidly butt joints and provide backup material at joints as required to prevent leakage and prevent fins.

PART 3 - EXECUTION 3.1 SURFACE CONDITIONS

A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected.

3.2 FORM CONSTRUCTION A. General:

1. Construct forms complying with ACI 347 to the exact sizes, shapes, lines, and dimensions shown, and as required to obtain accurate alignment, location, grades, and level and plumb work in the finished structure.

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2. Provide for openings, offsets, keyways, recesses, moldings, reglets,

chambers, blocking, screeds, bulk heads, anchorages, inserts, and other features as required.

B. Fabrication:

1. Fabricate forms for easy removal without hammering or prying against concrete surfaces.

2. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces.

3. Kerf wood inserts for forming keyways, reglets, recesses, and the like, to prevent swelling and assure ease of removal.

C. Forms for exposed concrete:

1. Provide sharp, clean corners at intersecting planes, without visible edges or offsets. Back the joints with extra studs or girts to maintain true, square intersections.

2. Use extra studs, wales, and bracing to prevent objectionable bowling of forms between studs, and to avoid bowed appearance in concrete. Do not use narrow strips of form material which will produce bow.

D. Locate control joints as indicated on the Drawings and, where required but

not shown on the Drawings, as approved by the Architect. E. Coordination:

1. Provide openings in concrete formwork to accommodate work of other trades.

2. Verify size and location of openings, recesses, and chases with the trade requiring such items.

3. Accurately place and securely support items to be built into the concrete.

3.3 FORM COATINGS

A. Coat form contact surfaces with form coating compound before reinforcement is placed.

1. Do not allow excess form coating material to accumulate in the forms or to come in contact with surfaces which will bond to fresh concrete.

2. Apply the form coating material in strict accordance with its manufacturer's recommendations.

3.4 REMOVAL OF FORMS A. General:

1. Do not disturb or remove forms until the concrete has hardened sufficiently to permit form removal with complete safety.

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2. Do not remove shoring until the member has acquired sufficient

strength to support its own weight, the load upon it, and the added load of construction.

3. Do not strip floor slabs in less than two days. B. Finished surfaces:

1. Exercise care in removing forms from finished concrete surfaces so that surfaces are not marred or gouged, and that corners are true, sharp, and unbroken.

2. Do not permit steel spreaders, form ties, or other metal to project from, or be visible on, any concrete surface except where so shown on the Drawings.


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SECTION 03200 CONCRETE REINFORCEMENT

PART 1 - GENERAL 1.1 DESCRIPTION A. Section Includes:

1. Reinforcement for concrete footings, foundation walls, piers and grade beams.

2. Reinforcement for supported concrete slabs and slabs on grade. 3. Reinforcement for exterior concrete slabs, equipment pads, curbs and

gutters, and other exterior concrete work. 4. Reinforcement for masonry bearing walls and other structural

masonry work.

B. Related Sections: 1. Section 03100-Concrete Formwork 2. Section 03300-Cast-in-Place Concrete 3. Section 04810-Unit Masonry Assemblies

1.2 REFERENCES

A. American Concrete Institute 1. ACI 301-Specifications for Structural Concrete 2. ACI 318-Building Code Requirements for Structural Concrete 3. ACI SP-66-Detailing Manual

B. ASTM International 1. ASTM A497-Standard Specification for Steel Welded Wire Fabric,

Deformed, for Concrete Reinforcement. 2. ASTM A615-Standard Specification for Deformed and Plain-Billet

Steel Bars for Concrete Reinforcement. 3. ASTM A767-Standard Specification for Zinc-Coated (Galvanized)

Steel Bars for Concrete Reinforcement. 4. ASTM A775-Standard Specification for Epoxy-Coated Reinforcing

Steel Bars.

C. American Welding Society 1. AWS D1.4-Structural Welding Code-Reinforcing Steel

D. Concrete Reinforcing Steel Institute 1. CRSI-Manual of Standard Practice 2. CRSI-Placing Reinforcing Bars

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1.3 SUBMITTALS

A. Section 01330-Submittal Procedures B. Shop Drawings

1. Indicate bar sizes, spacing, locations and quantities of reinforcing steel and welded wire fabric.

2. Provide schedules for bending and cutting lengths. 3. Indicate method of support including types, locations and spacing of

supporting devices.

C. Submit AWS qualification certificates for welders performing work on the project.

D. Provide manufacturers certification that the products provided meet or

exceed those specified. 1. Upon request, provide copies of Mill Test Certificates indicating the

properties of the reinforcing steel conform to the specified requirements.


A. Perform work in conformance with CRSI-Manual of Standard Practice and ACI 318-Building Code Requirements for Structural Concrete.

B. Maintain one copy of each document on site. C. Refer to MDOT 2003 Standard Specification for Construction for all exterior

concrete work. 1.5 PRODUCT HANDLING A. Delivery and storage: 1. Use necessary precautions to maintain identification after bundles are

broken. 2. Store in a manner to prevent excessive rusting and folding with dirt,

grease, and other bond-breaking coatings. PART 2 - PRODUCTS 2.1 REINFORCEMENT MATERIALS AND ACCESSORIES A. Bars:

1. Provide deformed new billet steel bars complying with ASTM A615, 60 KSI, plain, galvanized or epoxy coated as indicated for each reinforcing type.

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B. Steel tie wire:

1. Comply with ASTM A82. For tie wire, comply with Fed. Spec. QQ-W-461, annealed steel, black, 16 gage minimum.

C. Welded wire fabric:

1. Provide welded steel, complying with ASTM A185.

D. Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcement in place:

1. Use wire bar type supports complying with CRSI recommendations, unless otherwise shown on the Drawings.

2. Do not use wood, brick, or other non-complying material. 3. For slabs on grade, use supports with sand plates or horizontal

runners where base material will not support chair legs. 4. For exposed-to-view concrete surfaces, where legs of supports are in

contact with forms, provide supports with either hot-dip galvanized or plastic-protected legs.

2.2 FABRICATION A. General:

1. Fabricate reinforcing bars to conform to the required shapes and dimensions, with fabrication tolerances complying with the CRSI Manual.

2. In case of fabricating errors, do not straighten or rebend reinforcement in a manner that will weaken or injure the material.

3. Reinforcement with any of the following defects will not be acceptable.

a. Bar lengths, depths, and/or bends exceeding the specified fabrication tolerances;

b. Bends or kinks not shown on the Drawings; c. Bars with reduced cross-section due to excessive rusting or

other cause. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS

A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected.

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3.2 INSTALLATION A. General:

1. Comply with the specified standards for detail and method of placing reinforcement and supports, except as may be modified herein.

2. Clean reinforcement to remove loose rust and mill scale, earth, and other materials which reduce or destroy bond with concrete.

3. Position, support and secure reinforcement against displacement by formwork, construction and concrete placing operations.

4. Locate and support reinforcement by metal chairs, runners, bolsters,

spacers and hangers, as required. 5. Place reinforcement to obtain minimum coverage for concrete

protection. 6. Arrange, space and securely tie bars and bar supports together with

the specified tie wire. 7. Set wire ties so twisted ends are directed away from exposed

concrete surfaces.

B. Install welded wire fabric in as long lengths as practicable, lapping adjoining pieces at least one full mesh.

C. Provide sufficient numbers of supports, and of strength to carry the

reinforcement.

D. Do not place reinforcing bars more than 2" beyond last leg of any continuous bar support.

E. Do not use supports as bases for runways for concrete conveying equipment

and similar construction loads. 3.3 SPLICES A. Lap splices:

1. Tie securely with the specified wire to prevent displacement of splices during placement of concrete.

B. Welding:

1. Perform in accordance with AWS D1.4-79.


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SECTION 03300 CAST-IN-PLACE CONCRETE


A. Section Includes: 1. Cast-in-place concrete footings and foundation walls. 2. Cast-in-place concrete piers and grade beams. 3. Cast-in-place supported concrete slabs and slabs on grade. 4. Cast-in-place exterior concrete slabs, equipment pads, curb and

gutter, bases and other exterior concrete work 5. Control, expansion and contraction joint devices and methods.


1. Section 02205-Soils Materials 2. Section 02207-Aggregate Materials 3. Section 02220-Excavating and Backfilling 4. Section 03100-Concrete Formwork 5. Section 03200-Concrete Reinforcement 6. Section 04810-Unit Masonry Assemblies 7. Section 05500-Metal Fabrications 8. Section 07210-Building Insulation 9. Section 07260-Vapor Retarders 10. Section 07620-Sheet Metal and Flashing 11. Section 07900-Joint Sealers

1.2 REFERENCES

A. ACI 1. ACI 301-Specifications for Structural Concrete 2. ACI 302-Recommended Practice for Concrete Floor and Slab

Construction. 3. ACI 305-Hot Weather Concreting. 4. ACI 306.1-Standard Specification for Cold Weather Concreting. 5. ACI 318-Building Code Requirements for Structural Concrete.

B. ASTM International

1. ASTM C33-Standard Specification for Concrete Aggregates. 2. ASTM C94-Standard Specification for Ready-Mixed Concrete 3. ASTM C150-Standard Specification for Portland Cement 4. ASTM C260-Standard Specification for Air-Entraining Admixtures for

Concrete. 5. ASTM A330-Standard Specification for Lightweight Aggregates for

Structural Concrete. 6. ASTM C494-Standard Specification for Chemical Admixtures for

Concrete. 7. ASTM C1107-Standard Specification for Packaged Dry, Hydraulic-

Cement Grout (Nonshrink).

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8. ASTM D994-Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type).

9. ASTM E1643-Standard Specification for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill under Concrete Slabs.

C. MDOT

1. Michigan Department of Transportation (MDOT) Standard Specification for Construction, 2003 Edition.

1.3 SUBMITTALS

A. Section 01330-Submittal Procedures B. Product Data:

1. Submit product data on joint devices, attachment accessories, admixtures and other concrete accessory products.

2. Provide manufacturer’s printed installation instructions for manufactured concrete items.

C. Design Data:

1. Submit concrete mix design for each separate concrete strength. 2. Provide separate mix design for concrete when performing hot or cold

weather concrete work. 3. Submit mix design for air-entrained concrete. 4. Identify all mix ingredients and proportions.

D. Samples: 1. Submit 10 lb. bagged samples of fine and coarse aggregate. 1.4 QUALITY ASSURANCE

A. Perform concrete work in compliance with ACI 301. B. Perform work in conformance with the requirements of all codes, regulations

and authorities having jurisdiction over the Work. C. Do not commence placing of concrete until design mix has been reviewed

and approved by the Architect. D. Provide concrete testing in accordance with the provisions of Section

01400-Quality Requirements. E. Coordinate placement of joint devices with the erection of concrete

formwork and the placement of other form accessories.

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PART 2 - PRODUCTS 2.1 CEMENT

A. Provide a standard brand of portland cement complying with ASTM C150, type 1, low alkali. Do not change the brand of cement during progress of the work except as approved in writing by the Architect.

2.2 AGGREGATES

A. Provide hardrock aggregate complying with ASTM C33 and ACI 301. Provide aggregates from a single source for all exposed concrete.

2.3 WATER

A. Use only water which is clean, potable and free from deleterious amounts of acid, alkali, salt, and organic materials.

2.4 ADMIXTURES A. Allowable admixtures are as follows:

1. Air-Entraining Admixture, ASTM C260. 2. Water-reducing Admixture, ASTM C494, Type A. 3. The use of calcium chloride will not be permitted.

2.5 CONCRETE MIX

A. Footings, Walls, Beams, Piers, Supported Slabs, and Other Structural Elements: 6 sack mix, 4000 PSI minimum.

B. Slabs on Grade

1. Interior: 5-1/2 sack mix, 3500 PSI minimum. 2. Exterior: 5-1/2 sack mix, 3500 PSI minimum. C. Concrete Curbs and Gutters 1. 5-1/2 sack mix, 3500 PSI minimum. D. Air Entrainment: 4-6% total air content. E. Water-Cement Ratio: 1. For concrete exposed to freeze/thaw cycles - .45 2. All other concrete - .50

2.6 OTHER MATERIALS A. Vapor Barrier Membrane/Bond Break

1. Refer to Section 07260 – Vapor Retarders.

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B. Form Coating

1. Provide "Noxcrete" or other non-oil type compatible with concrete sealer, sealants, other finishes specified, and as approved by the Architect.

C. Expansion Joint Filler

1. Provide preformed strips, non-extruding and resilient bituminous Type 1 of thickness indicated, complying with ASTM D1751.

2. Provide sealants in accordance with Section 07900 – Joint Sealers. D. Curing Materials 1. Liquid Curing Compounds

a. In accordance with ASTM C309. b. Do not use curing compounds where concrete is to receive

integral finish or where incompatible with specified finish floor system.



B. Slope concrete slabs to floor drains at a minimum of 1/8” per foot, or as

indicated on the Drawings. 3.2 CONCRETE MIXING

A. Concrete for minor work, when approved by the Architect, may be mixed at the site in a power mixer when the mixer has a capacity not less than one full sack batch.

B. Unless otherwise approved by Architect, use ready mixed concrete

complying with ASTM C94. C. Concrete Consistency: Slump shall not exceed four (4) inches. D. Environmental Conditions

1. Follow recommended practices when performing concrete work during periods of temperature extremes or other detrimental weather conditions.

2. Mix and deliver concrete in accordance with the provisions of ACI 305-Hot Weather Concreting.

3. Mix and deliver concrete in accordance with the provisions of ACI 306.1-Standard Specification for Cold Weather Concreting.

E. Cement Grout and Dry-Pack Grout:

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1. Mix at the site at one volume portland cement to 2-1/2 volume of fine aggregate. (5,000 psi minimum strength for filling block cores.)

2. Mix materials dry; add sufficient water to make mixture flow under its own weight.

3. For dry-pack concrete add sufficient water to make a stiff mixture which can be molded into a sphere. (5,000 psi minimum.)

3.3 INSERTS, ANCHORS AND EMBEDDED ITEMS

A. Powder Driven Concrete Fasteners 1. In addition to their use where the pins are loaded in shear, powder

driven concrete fasteners may be used in tension for support of light loads, i.e. acoustical ceilings, conduit, pipes, etc, when such loads are limited to less than 75 lbs.

B. Where hanger rods, blots wire or similar items are used to suspend

construction items, install in concrete as required and in manner recommended by the manufacturer.

C. Reglets and Rebates:

1. Form reglets and rebates as required to receive flashing and as required for proper installation of the Work.

2. Verify and coordinate position and dimensions with trades whose work is related to rebates and reglets.

D. Embedded Piping and Rough Hardware

1. Coordinate the various trades who are required to fasten work to the structure, or are required to insert therein any sleeve, box, bolt, anchor insert or other items.

2. Provide in the forms for all sleeves, boxes, bolts, anchors, inserts, strap anchors, and other items required for the Work and which are shown or required for the Work and which are shown or required to be embedded in the concrete.

3. Conduits and sleeves a. Locate so as not to reduce the strength of construction. Do

not place pipes, except conduits or other approved items, in a slab of less than 3-1/2" thickness.

b. In supported concrete slabs do not bury conduit having an outside diameter greater than 33% of the thickness of the slab. Increase thickness of slab locally to meet their requirement as necessary.

c. In placing conduits at slabs on earth, place below the reinforcement, and encase in concrete by increasing thickness of the slab locally to provide a minimum of 3" of concrete around all sides of conduit or sleeve.

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E. Where openings in floors and walls are required by the various trades, but are not detailed on the Drawings, reinforce as directed by the Architect.

3.4 CONVEYING AND PLACING CONCRETE A. Time of Placing

1. Do not place concrete until reinforcement, conduits, outlet boxes, anchors, sleeves, hangers, bolts, and other embedded materials are securely and properly fastened in their correct positions.

2. Secure the Architect's approval of reinforcement before placement of concrete. Provide Architect a minimum of 72 hours notice of when work will be complete for inspection.

B. Preparation

1. Before new concrete is deposited upon or against concrete that has hardened, remove all encrustation from forms and reinforcement.

C. Method of Placing

1. Place concrete only under the degree of inspection described elsewhere in these Specifications and as required by governmental agencies having jurisdiction.

2. Place concrete only through standard conveying equipment. Do not permit free drop of more than 6' - 0". Where free drop exceeds 5' - 0" use a dump box or board and distribute concrete therefrom with hoes and shovels.

3. Deposit concrete so that the surface is depth level throughout, a minimum being permitted to flow from one position to another, and place as rapidly as practicable after mixing. Do not use any concrete that is not placed within 30 minutes after leaving the mixer.

D. Tamping and Conveying

1. Tamp the freshly placed concrete until at least 3/8" of mortar is brought to the surface.

2. Use tampers having a face consisting essentially of a grid of parallel metal bars.

3. Tamp with a light tamper, and screed with a heavy straightedge, until depressions and irregularities are worked out and the surface is true to finish grades and elevations.

4. Remove excess water and debris worked to the surface in compacting and screeding.

5. When concrete has hardened sufficiently, float to a compact and smooth surface.

6. Provide the finish surfaces as specified: a. Exterior slabs: Light broom finish. b. Interior slabs: Smooth finish with steel trowels.

E. Vapor Retarders

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1. Install vapor retarder under all interior slabs on grade in accordance with ASTM E1643. Lap joints minimum six (6) inches and seal watertight by adhesive applied between overlapping edges and ends.

2. Repair vapor retarder damaged during placement of concrete reinforcing. Repair with vapor retarder material lapped minimum six (6) inches over damaged areas and sealed watertight.

F. Joint Devices

1. Separate slabs on grade from vertical surfaces with minimum ½” thick joint filler material.

2. Place joint filler in floor slab placement sequence. 3. Place concrete continuously between pre-determined expansion,

construction and control joint locations. a. Refer to MDOT Standard Specification for Construction, 2003

Edition for maximum spacing of control joints in exterior concrete.

4. Saw cut control joints in concrete slabs within 12 hours after concrete placement and after the concrete has cured sufficiently to permit walking on without damage to the concrete surface.

a. Locate control joints in accordance with slab cutting plan indicated on Drawings.

b. In no slab cutting is indicated, space control joints maximum 12’-0” o.c. or as determined by Architect.

3.5 DEFECTIVE CONCRETE

A. The following concrete will be deemed to be defective and shall be removed promptly from the job site.

1. Concrete that is not formed as indicated, is not plumb, level and to intended grades.

2. Concrete with sawdust, wood shavings or embedded debris. 3. Concrete that does not conform fully to the provisions of the contract

documents.

B. Repairs and Replacement 1. Defective concrete may be repaired by approved methods when and

as approved by the Architect. 3.6 GROUTING AND CEMENT POINTING

A. After steel columns have been installed and leveled, dry pack the space between the bottom of the plate and the concrete, using cement grout driven in to completely fill the space and forming solid bearing for the column base plate. (Use 5,000 psi minimum, non-shrink grout.)

3.7 FIELD QUALITY CONTROL

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A. Cooperate with the requirements of the Owner’s testing agency to assure

compliance with quality requirements. B. Refer to Section 01400 – Quality Requirements.


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SECTION 04065 MASONRY MORTAR AND GROUT

PART 1

GENERAL

1.1 SUMMARY

A. Section includes mortar and grout for masonry.

B. Related Sections: 1. Section 04810 - Unit Masonry Assemblies 2. Section 05120 – Structural Steel. 3. Section 05500 – Metal Fabrications.

1.2 REFERENCES

A. American Society for Testing and Materials: 1. ASTM C5 - Standard Specification for Quicklime for Structural Purposes. 2. ASTM C91 - Standard Specification for Masonry Cement. 3. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic

Cement Concrete. 4. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar. 5. ASTM C150 - Standard Specification for Portland Cement. 6. ASTM C199 - Standard Test Method for Pier Test for Refractory

Mortars. 7. ASTM C207 - Standard Specification for Hydrated Lime for Masonry

Purposes. 8. ASTM C270 - Standard Specification for Mortar for Unit Masonry. 9. ASTM C387 - Standard Specification for Packaged, Dry, Combined

Materials for Mortar and Concrete. 10. ASTM C404 - Standard Specification for Aggregates for Masonry Grout. 11. ASTM C476 - Standard Specification for Grout for Masonry. 12. ASTM C595 - Standard Specification for Blended Hydraulic Cements. 13. ASTM C780 - Standard Test Method for Preconstruction and

Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry.

14. ASTM C1019 - Standard Test Method for Sampling and Testing Grout. 15. ASTM C1142 - Standard Specification for Extended Life Mortar for Unit

Masonry. 16. ASTM C1314 - Standard Test Method for Constructing and Testing

Masonry Prisms Used to Determine Compliance with Specified Compressive Strength of Masonry.

17. ASTM C1329 - Standard Specification for Mortar Cement. 18. ASTM C1357 - Standard Test Method for Evaluating Masonry Bond

Strength.

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B. The Masonry Society:

1. TMS MSJC - Building Code for Masonry Structures (ACI 530/ASCE 5/TMS 402), Specification for Masonry Structures (ACI 530.1/ASCE 6/TMS 602) and Commentaries.

1.3 SUBMITTALS

A. Samples: Submit two samples of mortar, illustrating mortar color and color range.

B. Design Data: Submit design mix to be used, required environmental conditions,

and admixture limitations.

C. Manufacturer's Certificate: Certify products meet or exceed specified requirements.


A. Perform Work in accordance with ACI 530 and ACI 530.1. 1.5 ENVIRONMENTAL REQUIREMENTS

A. Hot and Cold Weather Requirements: TMS MSJC Specification. PART 2

PRODUCTS

2.1 MORTAR AND MASONRY GROUT

A. Manufacturers: 1. Blue Circle Cement. 2. Citadel Cement. 3. CTS Cement Manufacturing Co. 4. Lehigh Portland Cement. 5. Medusa Cement Co. 6. Solomon Colors. 7. Southern Grouts and Mortars. 8. LaFarge Cement Co.

2.2 COMPONENTS

A. Masonry Cement: ASTM C91, Type S, gray color.

B. Mortar Aggregate: ASTM C144, standard masonry type.

C. Hydrated Lime: ASTM C207, Type S.

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D. Grout Aggregate: ASTM C404, fine and coarse.

E. Water: Clean and potable.

F. Mortar Color: color as selected.

G. Bonding Agent: Latex Epoxy type. 2.3 MIXES

A. Mortar Mixes: 1. Mortar For Structural Masonry: ASTM C270, Type N or Type S using

Property specification. 2. Mortar For Non-Structural Masonry: ASTM C270, Type N or Type S

using Property specification. 3. Pointing Mortar: ASTM C270, Type N using Property specification.

B. Mortar Mixing:

1. Thoroughly mix mortar ingredients in accordance with ASTM C270 in quantities needed for immediate use.

2. Achieve uniformly damp sand immediately before mixing process. 3. Add mortar color and admixtures to achieve uniformity of mix and

coloration. 4. Re-temper only within two hours of mixing.

C. Grout Mixes:

1. Grout for Non-Structural Masonry: 2,000 psi strength at 28 days; 8-10 inches

2. Grout for Structural Masonry:

slump; mixed in accordance with ASTM C476 , Fine, Coarse grout.

3,000 psi strength at 28 days; 8-10 inches

slump; mixed in accordance with ASTM C476 Fine Coarse grout.

D. Grout Mixing: 1. Thoroughly mix grout ingredients in quantities needed for immediate use

in accordance with ASTM C476. 2. Add admixtures; mix uniformly.

PART 3

EXECUTION

3.1 PREPARATION

A. Apply bonding agent to existing concrete surfaces. 3.2 INSTALLATION

A. Install mortar and grout in accordance with premix mortar manufacturer’s instructions.

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B. Install mortar and grout in exterior walls in accordance with waterproofing

manufacturers instructions.

C. Work grout into masonry cores and cavities to eliminate voids. Do not displace reinforcement.


A. Refer to Section 01400 – Quality Requirements. B. Testing and Inspection Services.

C. Establishing Mortar Mix: In accordance with ASTM C270.

D. Testing of Mortar Mix: In accordance with ASTM C780 for aggregate ratio and

water content, air content, consistency, and compressive strength.

E. Testing of Grout Mix: In accordance with ASTM C1019 for compressive strength and in accordance with ASTM C143/C143M for slump.

F. Test flexural bond strength of mortar and masonry units to ASTM C1357; test

in conjunction with masonry unit sections specified.

G. Test compressive strength of mortar and masonry to ASTM C1314; test in accordance with masonry unit sections specified.


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SECTION 04810 UNIT MASONRY ASSEMBLIES

PART 1

1.1 SUMMARY

GENERAL

A. Section includes: 1. Concrete Masonry Units 2. Reinforcement, Anchors and Accessories 3. Flashing and Accessories

B. Related Sections: 1. Section 03200 – Concrete Reinforcement. 2. Section 03300 – Cast-in-Place Concrete. 3. Section 04065 - Masonry Mortar and Grout. 4. Section 07270 - Air Barriers. 5. Section 07620 - Sheet Metal Flashing and Trim. 6. Section 07900 – Joint Sealers.

1.2 REFERENCES

A. ASTM International: 1. ASTM A153/A153M - Zinc Coating (Hot-Dip) on Iron and Steel

Hardware. 2. ASTM A307 - Standard Specification for Carbon Steel Bolts and

Studs, 60 000 PSI Tensile Strength. 3. ASTM A580/A580M - Standard Specification for Stainless Steel Wire. 4. ASTM A615/A615M - Standard Specification for Deformed and Plain

Billet-Steel Bars for Concrete Reinforcement. 5. ASTM A641/A641M - Standard Specification for Zinc-Coated

(Galvanized) Carbon Steel Wire. 6. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-

Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

7. ASTM A666 - Standard Specification for Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar.

8. ASTM A951 - Standard Specification for Masonry Joint Reinforcement.

9. ASTM C140 - Standard Test Methods of Sampling and Testing Concrete Masonry Units.

10. ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene

Thermal Insulation. 11. ASTM C744 - Standard Specification for Prefaced Concrete and

Calcium Silicate Masonry Units.

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12. ASTM D226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.

B. The Masonry Society: 1. TMS MSJC - Building Code for Masonry Structures (ACI 530/ASCE

5/TMS 402), Specification for Masonry Structures (ACI 530.1/ASCE 6/TMS 602) and Commentaries.

1.3 SUBMITTALS

A. Product Data: Submit product data for masonry units and fabricated wire reinforcement, wall ties, anchors and other accessories.

B. Samples: Submit samples of architectural concrete masonry units, units to illustrate color, texture and extremes of color range.

C. Manufacturer's Certificate: Certify products meet or exceed specified requirements.


A. Perform Work in accordance with TMS MSJC Code and TMS MSJC Specification.

B. Maintain one copy of each document on site.

1.5 QUALIFICATIONS

A. Installer: Company specializing in performing Work of this section with minimum three years experience.

1.6 MOCKUP

A. Construct masonry wall mockup, 8 feet long by full height, including masonry, mortar and accessories, flashings, air barrier, over completed backup wall construction.

B. Locate where directed by Architect/Engineer.

C. Incorporate accepted mockup as part of Work.


A. Convene minimum one week prior to commencing work of this section.

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1.8 DELIVERY, STORAGE, AND HANDLING

A. Store materials on site on pallets or skids aboveground and cover to protect against natural elements of damage by other trades.

B. Accept units on site. Inspect for damage.

1.9 ENVIRONMENTAL REQUIREMENTS

A. Hot and Cold Weather Requirements: TMS MSJC Specification.

1.10 COORDINATION

A. Coordinate masonry work with the work of other trades.

PART 2

2.1 MANUFACTURERS

PRODUCTS

A. Architectural Concrete Masonry Units: Provide standard size modular brick units by one of the following:

1. Clayton Co., Lakewood, N.J. 2. Trenwyth Industries, Midland, MI. 3. Northfield Block Co., Mundelein, IL. 4. Substitutions – Refer to Section 01600.

2.2 COMPONENTS

A. Architectural Concrete Masonry Units: ASTM C90, Type I, Normal Weight, colors as selected.

B. Size and Shape: Nominal size of 3-5/8” x 7-5/8” x 15-5/8”. 1. Provide special coursing or shapes as required or indicated on the

Drawings. a. CMU 1 – Split faced, integral color b. CMU 2 – Smooth faced, scored, integral color

c. CMU 3 – Split faced, integral color

C. Hollow Load Bearing Concrete Masonry Units (CMU): ASTM C90; normal weight.

D. Solid Load-Bearing Concrete Masonry Units (CMU): ASTM C90; normal

weight.

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E. Concrete Masonry Unit Size and Shape: Nominal modular size of 7-5/8” x 7-5/8” x 15-5/8”.

2.3 ACCESSORIES

Furnish special units, bond beams, lintels, and other size and shape units at locations indicated on the Drawings.

A. Furnish joint reinforcement and wall accessories by one of the following: 1. Hohmann & Barnard, Inc. 2. Dur-o-wall, Inc. 3. Heckmann Building Products, Inc.

B. Single Wythe Joint Reinforcement: ASTM A951; truss type; steel; 0.188 inch diameter side rods with 0.148 inch

C. Multiple Wythe Joint Reinforcement: ASTM A951; truss type; steel; with moisture drip; adjustable type;

diameter cross ties; hot dip galvanized.

0.188 inch diameter side rods with 0.148 inch

D. Reinforcing Steel: of size and type specified in Section 03200.

diameter cross ties; hot dip galvanized.

E. Strap Anchors: Bent steel shape, ASTM A153/A153M hot dip galvanized of size and type indicated on the Drawings.

F. Wall Ties: ASTM A82; steel wire 0.148” diameter, adjustable; ASTM A153/A153M hot dip galvanized.

G. Mortar and Grout: As specified in Section 04065.

H. Sheet Flashing Materials: 1. Provide sheet flashing materials at all through-wall and wall opening

flashing locations. Flashing material to be composite sheet type consisting of a sheet copper core and asphalt saturated glass fabric surface materials with a stainless steel drip edge. a. Stainless Steel: ASTM A666, Type 304, soft temper, minimum

US #26 gauge with a 2B finish. b. Composite sheet flashing consisting of minimum 5 oz. cold-

rolled sheet copper permanently coated and bonded between two layers of asphalt saturated glass fabric.

2. Provide composite sheet flashing materials by one of the following: a. Sandell Manufacturing Co., Schenectady, NY b. Hohmann & Barnard, Inc., Hauppauge, NY c. Fiberweb, Dedham, MA

I. Lap Sealant: as specified in Section 07900.

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J. Preformed Control Joints: Neoprene material. Furnish with corner and tee accessories, cement fused joints.

K. Joint Filler: Closed cell polyurethane; oversized 50 percent to joint width; self expanding; by maximum lengths.

L. Cavity Drain Material: Open polyethylene mesh thickness required to fill cavity space, and shaped to ensure moisture drainage to cavity weeps. 1. Advanced Building Products, Inc. 2. CavClear/Archovations Inc 3. Mortar Net USA, Ltd.

M. Building Paper: ASTM D226, No. 30 asphalt saturated felt.

N. Nailing Strips: Specified in Section 06071.

O. Weeps: Preformed plastic vents with sloping louvers, nominally 3/8” wide x 3½” high x 3½” deep, spaced at 24” o.c.

P. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.

2.4 SOURCE QUALITY CONTROL

A. Test masonry and mortar efflorescence in accordance with ASTM C67. Masonry and mortar rated greater than “slightly effloresced” is not acceptable.

PART 3

3.1 EXAMINATION

EXECUTION

A. Verify field conditions are acceptable and are ready to receive work.

B. Verify items provided by other sections of work are properly sized and located.

C. Verify built-in items are in proper location, and ready for roughing into masonry work.

3.2 PREPARATION

A. Direct and coordinate placement of metal anchors supplied to other sections.

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3.3 INSTALLATION

A. Establish lines, levels, and coursing indicated. Protect from displacement.

B. Maintain masonry courses to uniform dimension. Form bed and head joints of uniform thickness.

C. Coursing of Concrete Masonry Units: 1. Bond: Running. 2. Coursing: One unit and one mortar joint to equal 8 inches3. Mortar Joints: Above grade, exposed to weather-concave below

grade, strike flush.

.

D. Placing And Bonding: 1. Lay solid masonry units in full bed of mortar, with full head joints. 2. Lay hollow masonry units with face shell bedding on head and bed

joints. 3. Buttering corners of joints or excessive furrowing of mortar joints are

not permitted. 4. Remove excess mortar as work progresses. 5. Interlock intersections and external corners. 6. Do not shift or tap masonry units after mortar has achieved initial set.

Where adjustment is required, remove mortar and replace. 7. Perform job site cutting of masonry units with proper tools to assure

straight, clean, unchipped edges. Prevent broken masonry unit corners or edges.

8. Cut mortar joints flush where cavity insulation vapor barrier adhesive is applied, or bitumen dampproofing is applied.

9. Isolate masonry from vertical structural framing members with movement joint as indicated on Drawings.

10. Isolate top of masonry from horizontal structural framing members and slabs or decks with compressible joint filler.

E. Weeps and Vents: Furnish weeps and vents in outer wythe at 24 inches

F. Cavity Wall: Do not permit mortar to drop or accumulate into cavity air space or to plug weeps. Build inner wythe ahead of outer wythe to receive cavity insulation and air/vapor barrier adhesive.

oc horizontally above through-wall flashing.

1. Install cavity drain material continuously at bottom of each cavity above through wall flashing.

G. Joint Reinforcement And Anchorage - Single Wythe Masonry: 1. Install horizontal joint reinforcement 16 inches oc.

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2. Place masonry joint reinforcement in first and second horizontal joints above and below openings. Extend minimum 16 inches

3. Place joint reinforcement continuous in first and second joint below top of walls.

each side of opening.

4. Lap joint reinforcement ends minimum 6 inches

H. Joint Reinforcement And Anchorage - Masonry Veneer:

.

1. Install horizontal joint reinforcement 16 2. Place masonry joint reinforcement in first and second horizontal joints

above and below openings. Extend minimum

oc.

16 inches

3. Place joint reinforcement continuous in first and second joint below top of walls.

each side of opening.

4. Lap joint reinforcement ends minimum 6 inches5. Secure wall ties and embed into masonry veneer at maximum

. 16

inches oc vertically and 24 inches6. Place wall ties at maximum

oc horizontally. 8inches oc vertically within 8 inches

7. Place wall ties at maximum

of jamb of wall openings.

8 inches on center horizontally within 8 inches

8. Reinforce rowlock joint corners and intersections with strap anchors. of head and sill of wall openings.

I. Masonry Flashings: 1. Extend flashings horizontally through outer wythe at foundation walls,

above ledge or shelf angles and lintels, under parapet caps, at bottom of walls, and turn down on outside face to form drip.

2. Lap end joints minimum 6 inches3. Turn flashing, fold, and seal at corners, bends, and interruptions.

and seal watertight.

J. Reinforced Masonry: 1. Lay masonry units with cells vertically aligned and cavities between

wythes clear of mortar and unobstructed. 2. Place reinforcement bars as indicated on Drawings. 3. Splice reinforcement in accordance with Section 03200. 4. Support and secure reinforcement from displacement. 5. Place and consolidate grout fill without displacing reinforcing. 6. Place grout in accordance with TMS MSJC Specification.

K. Control And Expansion Joints: 1. Install control and expansion joints at the following maximum

spacings, unless otherwise indicated on Drawings: a. Exterior Walls: Maximum 20 feet (6000 mm) on center and

within 32 inches (600 mm)

b. Interior Walls:

on each side of each exterior corners. Refer to Drawings for locations.

30 feet (9000 mm) on center.

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c. At changes in wall height. 2. Do not continue horizontal joint reinforcement through control and

expansion joints. 3. Install preformed control joint device in continuous lengths. Seal butt

and corner joints. 4. Size control joint in accordance with Section 07900 for sealant

performance.

L. Built-In Work: 1. As work progresses, install built-in metal door and glazed frames,

fabricated metal frames, window frames, wood nailing strips, anchor bolts, plates, and other items to be built-in the work and furnished by other sections.

2. Install built-in items plumb and level. 3. Bed anchors of metal door and glazed frames in adjacent mortar

joints. Fill frame voids solid with grout or mortar. 4. Do not build in materials subject to deterioration.

M. Cutting And Fitting: 1. Cut and fit for chases, pipes, conduit, sleeves, grounds, and other

penetrating items. Coordinate with other sections of work to provide correct size, shape, and location.

2. Obtain Architect/Engineer’s approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired.

3.4 ERECTION TOLERANCES

A. Maximum Variation From Alignment of Columns: Pilasters: ¼ inch

B. Maximum Variation From Unit to Adjacent Unit:

.

C. Maximum Variation from Plane of Wall:

1/16 inch.

1/4 inch in 10 ft (6 mm/3 m) and 1/2 inch in 20 ft (13 mm/6 m)

D. Maximum Variation from Plumb:

or more.

1/4 inch (6 mm) per story non-cumulative; 1/2 inch (13 mm)

E. Maximum Variation from Level Coursing:

in two stories or more.

1/8 inch in 3 ft (3 mm/m) and 1/4 inch in 10 ft (6 mm/3 m); 1/2 inch in 30 ft (13 mm/9 m)

F. Maximum Variation of Joint Thickness:

.

1/8 inch in 3 ft

G. Maximum Variation from Cross Sectional Thickness of Walls:

.

¼ inch.

H. Maximum Variation for Steel Reinforcement:

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1. Plus or minus 1/2 inch (13 mm) when distance from centerline of steel to opposite face of masonry is 8 inches (200 mm)

2. Plus or minus or less.

1 inch (25 mm) when distance is between 8 and 24 inches (200 and 600 mm)

3. Plus or minus .

1-1/4 inch (32 mm) when distance is greater than 24 inches (600 mm)

4. Plus or minus .

2 inches (50 mm)


from location along face of wall.

A. Division 1 - Quality Requirements: Testing and Inspection Services.

3.6 CLEANING

A. Remove excess mortar and mortar smears as work progresses.

B. Replace defective mortar. Match adjacent work.

C. Clean soiled surfaces with non-acid cleaning solution.

D. Use non-metallic tools in cleaning operations.

3.7 PROTECTION OF FINISHED WORK

A. Protect exposed external corners subject to damage.

B. Protect base of walls from mud and mortar splatter.

C. Protect masonry and other items built into masonry walls from mortar droppings and staining caused by mortar.

D. Protect tops of masonry work with waterproof coverings secured in place without damaging masonry. Provide coverings where masonry is exposed to weather when work is not in progress.


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SECTION 05000 MISCELLANEOUS METALS


A. Work included: All miscellaneous metal work includes handrails, anchor bolts, etc. required for completion of project.

B. Provide all required miscellaneous metal and steel work not specified under

other sections of these Specifications.

C. Include materials and parts necessary to complete or fasten each item, even though not definitely shown or specified.



B. Qualify welding processes and welding operators in accordance with AWS

"Standard Qualification Procedures". 1.3 SUBMITTALS

A. Shop Drawings: Submit for all steel fabrications. PART 2 - PRODUCTS 2.1 GENERAL

A. Use clean steel and free from rust.

B. Shop prime all steel and steel assemblies. 2.2 MATERIALS

A. Handrails and beam connections to be constructed of A-36 or better steel to conform to the details shown on the Drawings or as on approved shop drawings as submitted by the Contractor. Grind all exposed welds smooth for shop priming.

B. Other Steel:

1. Fabricate from A-36 or better steel to conform to details.

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PART 3 - EXECUTION 3.1 INSTALLATION A. Welding:

1. Use certified welders, only. 2. Grind welds where required for proper fit of other material.


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SECTION 06100 CARPENTRY

PART 1 - GENERAL 1.1 SECTION INCLUDES:

A. Miscellaneous framing and other components. B. Roof Sheathing. C. Wood blocking.

1.2 RELATED SECTIONS

A. Section 03300-Cast-in-Place Concrete B. Section 04810-Unit Masonry Assemblies

C. Section 06173 – Wood Trusses D. Section 07210 – Building Insulation E. Section 07462 – Fiber Cement Board Siding

1.3 REFERENCES

A. American National Standards Institute 1. ANSI A135.4-Basic Hardboard 2. ANSI A208.1-Mat-Formed Wood Particle Board

B. National Institute of Standards and Technology 1. NIST PS 20-American Softwood Lumber Standard

C. Northeastern Lumber Manufacturers Association 1. NELMA-Standard Grading Rules for Northeastern Lumber

D. Southern Pine Inspection Bureau 1. SPIB-Standard Grading Rules for Southern Pine Lumber

E. West Coast Lumber Inspection Bureau 1. WCLIB-Standard Grading Rules for West Coast Lumber

F. Western Wood Products Association 1. WWPA G-5-Western Lumber Grading Rules

G. APA-The Engineered Wood Association 1. Engineered Wood Construction Guide.


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A. Lumber Grading

1. Provide products bearing the symbol of a lumber grading agency certified by the National Institute of Standards and Technology. a. Conform to the requirements of NIST PS 20-American

Softwood Lumber Standard. 2. Provide structural panels, plywood and wood sheathing products

produced by a manufacturer certified by the APA-Engineered Wood Products Association. a. Products shall bear the grading symbol of the grading agency.

3. Perform work in accordance with the requirements of all codes, regulations and authorities.

1.5 SUBMITTALS A. Refer to Section 01330-Submittal Procedures. 1.6 DELIVERY, STORAGE AND HANDLING

A. Refer to Section 01600-Product Requirements B. Deliver all products to the site in a clean dry and undamaged condition.

1. Immediately upon delivery to site, protect products from damage due to weather and other sources.

2. Store on skids or other suitable methods a minimum of 6” above PART 2 - PRODUCTS 2.1 LUMBER PRODUCTS

A. Dimension Lumber

1. Non-structural light framing materials a. Stress Group D, Spruce-Pine-Fir. b. Standard or Better Grade c. Surfaced four sides (S4S) d. Maximum moisture content 19%

2. All dimensions are nominal 3. All dimension lumber shall bear the stamp of the grading agency

indicating conformance to product requirements.

B. Plywood and Oriented Strand Board (OSB) 1. APA/EWA Rated materials

a. Thickness as indicated on the drawings b. Plywood used as sheathing shall be type CDX c. Materials shall be span rated suitable for project conditions.

2. Plywood used as roof sheathing over metal form deck shall be ¾” thick

C. Treated Wood Products

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1. Refer to the requirements of Section 06071-Preservative Treated Wood Products

D. Underlayment

1. Plywood a. EWA rated underlayment, Type ACX

2. Particle Board a. Conform to the requirements of ANSI A135.4 b. Structural particle board manufactured from wood chips set

with a waterproof resin binder, sanded both sides. 2.2 ACCESSORIES

A. Fasteners 1. Bolts shall be zinc coated, hot-dipped galvanized. 2. Screws and power driven fasteners shall hardened steel, of length and

diameter to achieve suitable penetration and resistance to pullout, of type recommended to suit materials being joined.

B. Structural Framing Connectors

1. Hot-dipped galvanized steel, sized to suit framing conditions 2. Manufacturers

a. Simpson Strong-Tie b. Substitutions: Refer to Section 01600-Product Requirements.



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3.2 WORKMANSHIP

A. Set members level and plumb and in correct position. B. Produce joints which are tight, true and well nailed, with members

assembled in accordance with the Drawings and with pertinent code and regulations.

C. Selection of Lumber Pieces

1. Carefully select the members. 2. Select individual pieces so that knots and obvious defects will not

interfere with placing bolts or proper nailing, and will allow making of proper connections.

3. Cut out and discard defects which render a piece unable to serve its intended function.

4. Lumber may be rejected by Architect, whether or not installed, for excessive warp, twist, bow, crook, mildew, fungus or mold, as well as for improper cutting/fitting.

D. Coordinate sizes of framed openings with other trades. E. Tolerance 1. Framing members – ¼” maximum from indicated position.

3.3 GENERAL FRAMING

A. Nailing 1. Use only common wire nails or spikes of the dimension shown in the

"Recommended Fastening Schedule" of the 2003 Michigan Building Code except where otherwise specifically noted on the Drawings.

2. For conditions not covered above, provide penetration into the piece receiving the point of not less than 1/2 the length of the nail or spike, provided, however, than the 16d nails may be used to connect two pieces of 2" (nominal) thickness.

3. Nail without splitting wood. 4. Prebore as required. 5. Remove split members and replace with members complying with the

specified requirements. B. Bolting

1. Drill holes 1/16" larger in diameter than the bolts being used. 2. Drill straight and true from one side only. 3. Do not bear bolts threads on wood, but use washers under head and

nut where both bear on wood, and use washers under all nuts. C. Screws

1. For lag screws and wood screws, prebore holes same diameter as root or threads, enlarging holes to shank diameter for length of shank.

2. Screw, do not drive, lag screws and wood screws.

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D. Hangers

1. Joist hangers to be as manufactured by "Simpson" and shall be used only as approved by the manufacturer. Use hangers on all framing connections unless specifically noted otherwise.

3.4 INSTALLATION OF SHEATHING

A. Plywood or OSB Sheathing: 1. Placement:

a. Place plywood with face grain perpendicular to supports and continuously over at least two supports, except where otherwise shown on the Drawings.

b. Center joints accurately over supports, unless otherwise shown on the Drawings.

c. Provide necessary spacing between adjacent sheets. 2. Protect plywood from moisture by use of waterproof coverings until

the plywood in turn has been covered with the next succeeding component or finish.


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SECTION 06112 FRAMING AND SHEATHING


A. Work included: Install wood framing and sheathing as indicated on the Drawings, specified herein, and needed for a complete and proper installation. Work also includes installation of blocking required under Section 06410 Custom Casework. Contractor shall coordinate work with casework subcontractor or separate casework contractor when one is employed by the Owner.



B. Lumber grading shall conform to the National Forest Products, "National

Design Specifications for Wood Construction" and to all local, state and federal codes.

C. Plywood grading shall conform to U.S. Department of Commerce - National

Bureau of Standard Specifications for "Construction and Industrial Plywood" and local, state and federal codes.

D. All lumber and plywood shall contain the symbol of the grading agency,

grade, species group, and condition of seasoning at the time of manufacture. 1.3 PRODUCT HANDLING

A. Immediately upon delivery to job site, place materials in an area protected from weather. Store materials a minimum of 6" above ground and cover with protective waterproof covering providing for adequate air circulation.

B. Do not store seasoned materials in damp or wet portions of the building.

C. Protect sheet materials from broken corners and damaged surfaces.

PART 2 - PRODUCTS 2.1 GENERAL

A. Lumber dimensions specified are nominal.

B. Lumber to be (S4S) surfaced four sides unless specifically noted otherwise.

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C. Lumber moisture content shall not exceed 19%.

D. Lumber grade (spruce-pine-fur) 1. General framing shall be standard grade and better. 2. Blocking, bracing and nailers may be utility grade. 3. Bracing, blocking and general utility purposes may be economy grade. 4. Sill or mud plates shall be pressure treated lumber.

E. Plywood grade

1. Interior floor decking to be insert grade, type and thickness. 2. Wall sheathing to be insert grade, type and thickness. 3. Roof sheathing to be insert grade, type and thickness.



3.2 WORKMANSHIP

A. Produce joints which are tight, true and well nailed with members assembled in accordance with the Drawings and pertinent codes and regulations.

B. Selection of lumber pieces:

1. Carefully select the members. 2. Select individual pieces so that knots and obvious defects will not

interfere with placing blots or proper mailing, and will allow making of proper connections.

3. Cut out and discard defects which render a piece unable to serve its intended function.

4. Lumber may be rejected by the Architect, whether or not it has been installed for excessive warp, twist, bow, crook, mildew, fungus, or mold, as well as for improper cutting and fitting.

C. Do not shim any framing component.

3.3 GENERAL FRAMING A. General:

1. In addition to framing operations normal to the fabrication and erection indicated on the Drawings, install wood blocking and backing required for the work of other trades.

2. Set horizontal and sloped members with crown up. 3. Do not notch, cut, or bore members for pipes, ducts, or conduits, or

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for other reasons except as shown on the Drawings or as specifically approved in advance by the Architect.

4. Sill or mud plates shall be set on "Sill-Seal" or equal. 5. Where wood sheathing is not specified, let in 1x4 wood bracing at all

corners. Run from top plate corner at 45 degree angle to bottom plate.

B. Bearings:

1. Make bearings full unless otherwise indicated on the Drawings. 2. Finish bearing surfaces on which structural members are to rest so as

to give sure and even support. 3. Where framing members slope, cut or notch the ends as required to

five uniform bearing surface. 3.4 BLOCKING AND BRIDGING A. Bridging:

1. Install one row of bridging between joists for each 8 feet of span. Bridging shall be 1x3 (min.) wood, Simpson NB Steel Bridging, or equal, double nailed each end. Do not nail both ends until after decking is completely fastened. Where 1x3 bridging cannot be installed as noted above or where directed by the Architect or as shown on the Drawings, install solid bridging matching depth of joists.

B. Blocking:

1. Install blocking as required to support items of finish and to cutoff concealed draft openings, both vertical and horizontal, between ceiling and floor areas.

2. Install solid blocking between joints at points of support and wherever sheathing is discontinuous.

3.5 ALIGNMENT

A. On framing members to receive a finished surface, align the finish subsurface to vary not more than 1/8" from the plane of surfaces of adjacent furring and framing members.

3.6 INSTALLATION OF SHEATHING

A. Plywood or OSB Sheathing: 1. Placement:

a. Place plywood with face grain perpendicular to supports and continuously over at least two supports, except where otherwise shown on the Drawings.

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b. Center joints accurately over supports, unless otherwise

shown on the Drawings. c. Provide necessary spacing between adjacent sheets.

2. Protect plywood from moisture by use of waterproof coverings until the plywood in turn has been covered with the next succeeding component or finish.

3. Regular fiberboard insulating sheathing. Install in strict accordance with manufacturers recommendations.

3.7 FASTENING A. Nailing:

1. Use only common wire nails or spikes of the dimension shown in the "Recommended Fastening Schedule" of the 2000 Michigan Building Code, except where otherwise specifically noted on the Drawings.

2. For conditions not covered above, provide penetration into the piece receiving the point of not less than 1/2 the length of the nail or spike, provided, however, that the 16d nails may be used to connect two pieces of 2" (nominal) thickness.

3. Nail without splitting wood. 4. Prebore as required. 5. Remove split members and replace with members complying with the

specified requirements. B. Bolting:

1. Drill holes 1/16" larger in diameter than the bolts being used. 2. Drill straight and true from one side only. 3. Do not bear bolts threads on wood, but use washers under head and

nut where both bear on wood, and use washers under all nuts. C. Screws:

1. For lag screws and wood screws, prebore holes same diameter as root threads, enlarging holes to shank diameter for length of shank.

2. Screw, do not drive, lag screws and wood screws.

D. Hangers: 1. Joist hangers to be as manufactured by "Simpson" and shall be used

only as approved by the Manufacturer.


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SECTION 06173 WOOD TRUSSES

PART 1 – GENERAL 1.1 SUMMARY

A. Section includes shop fabricated wood trusses for roof and floor framing;

bridging, bracing, and anchorage; and preservative treatment of wood. B. Related Sections:

1. Section 06112 – Framing and Sheathing.

1.2 REFERENCES

A. American National Standards Institute: 1. ANSI A208.1 - Mat-formed Wood Particleboard.

B. APA – The Engineered Wood Association:

1. APA/EWA TB 200 – Fire Retardant Treated Plywood. C. American Society for Testing and Materials:

1. ASTM A167 – Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet and Strip.

D. American Wood-Preservers’ Association:

1. AWPA C1 – All Timber Products – Preservative Treatment by Pressure Process.

2. AWPA C20 – Structural Lumber – Fire-Retardant Treatment by Pressure Processes.

E. National Institute of Standards and Technology:

1. NIST PS 20 – American Softwood Lumber Standard.

F. The Redwood Inspection Service: 1. RIS - Standard Specifications for Grades of California Redwood

Lumber.

G. Southern Pine Inspection Bureau: 1. SPIB – Standard Grading Rules for Southern Pine Lumber.

H. Truss Plate Institute:

1. TPI 1 – National Design Standard for Metal Plate Connected Wood Truss Construction.

2. TPI DSB-89 – Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses.

3. TPI HIB-91 – Handling, Installing & Bracing Metal Plate Connected Wood Trusses.

I. West Coast Lumber Inspection Bureau:

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1. WCLIB – Standard Grading Rules for West Coast Lumber.

J. Western Wood Products Association: 1. WWPA G-5 – Western Lumber Grading Rules.

1.3 SYSTEM DESCRIPTION

A. Design Roof Live Load: 60 lbs/sq. ft. and roof dead load 17 lbs/sq. ft. with deflection limited to 1/360 of span including truss weight load.

B. See plans for additional live loads and concentrated load.

1.4 SUBMITTALS

A. Section 01330 – Submittal Procedures. B. Shop Drawings: Indicate sizes and spacing of trusses and associated

components, web and chord sizes, plate sizes, fastener descriptions and spacings, loads and truss cambers, framed openings.

C. Product Data: Submit truss configurations, bearing and anchor details,

bridging and bracing. D. Submit six (6) copies of the shop drawings with a professional engineer’s

seal to the Architect/Engineer, for review and approval, prior to fabrication.


A. Perform Work in accordance with the following: 1. Lumber Grading Agency: Certified by NIST PS 20. 2. Plywood Grading Agency: Certified by APA/EWA.

1.6 QUALIFICATIONS

A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years experience.

B. Design trusses under direct supervision of Professional Engineer experienced

in design of this Work and licensed in State of Michigan. 1.7 DELIVERY, STORAGE, AND HANDLING

C. Section 01600 – Product Requirements. C. Handle and erect trusses in accordance with TPI HIB-91. C. Store truss depth in vertical position resting on intermittent bearing pads.

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PART 2 – PRODUCTS

2.1 MATERIALS A. Lumber Grading Rules: NFPA. PIS. SPIB. WCLIB. WWPA G-5.

B. Steel Plate Connectors: ANSI/TPI 1, Section 6; hot dip galvanized; die

stamped with integral teeth. C. Truss Bridging: Type, size and spacing recommended by truss manufacturer.

2.2 ACCESSORIES

A. Wood Blocking, Plating, Support Members, Framing for Openings: In accordance with Section 06114 softwood lumber, S/P/F species, No. 2 grade, 19 percent maximum and 7 percent minimum moisture content.

B. Fasteners and Anchors:

1. Fasteners: Hot-dipped galvanized steel for high humidity and treated wood locations, unfinished steel elsewhere.

2. Anchors: Toggle bolt type for anchorage to hollow masonry. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolt or ballistic fastener for anchorages to steel.

C. Bearing Plates: Electro-galvanized or hot-dip galvanized.

2.3 FABRICATION

A. Fabricate trusses to achieve structural requirements specified. B. Brace wood trusses for support in accordance with TPI HIB-91. C. Fabricate top chord extensions as indicated on Drawings. D. Fabricate to achieve minimum end bearing of:

1. 4 inches on steel. 2. 4 inches on masonry.

2.4 WOOD TREATMENT

A. Wood Preservative (Pressure Treatment): AWPA Treatment C1 using water borne preservative with 0.25 lbs/cu. ft. retention.

B. Wood Preservative (Surface Application): Clear type.

PART 3 – EXECUTION 3.1 EXAMINATION

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A. Section 01300 – Administrative Requirements. B. Verify supports and openings are ready to receive trusses.

3.2 PREPARATION

A. Coordinate placement of bearing items. 3.3 ERECTION

A. Set members level and plumb, in correct position. B. Make provisions for erection loads, and for sufficient temporary bracing to

maintain structure plumb, and in alignment until completion of erection and installation of permanent bracing.

C. Do not field cut or alter structural members without approval of

Architect/Engineer. D. Place headers and supports to frame openings. E. Coordinate placement of decking and sheathing with work on this Section. F. After erection, touch-up damaged surfaces with primer consistent with shop

coat. 3.4 SITE APPLIED WOOD TREATMENT

A. Brush apply two coats of preservative treatment on wood in contact with cementitious materials, roofing and related metal flashings.

B. Allow preservative to dry prior to erecting members.


A. Section 01400 – Quality Requirements. B. Framing Members: ½ inch maximum, from indicated position.

3.6 SCHEDULES

A. Main Roof: 24 inches o.c., 24 inch overhang, 5/12 slope, 5½ inch end bearing for wood stud supporting wall.

B. Canopy Roof: 24 inches o.c., 46 inch overhang, 5/12 slope, 7 inch end

bearing plates for timber beam supporting.

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SECTION 07000 ACOUSTIC & THERMAL INSULATION


A. Work included: Provide acoustic and thermal insulation where shown on the Drawings, as specified herein, and as needed for a complete and proper installation.



PART 2 - PRODUCTS 2.1 MATERIALS

A. Provide the insulation where shown on the Drawings or otherwise needed to achieve the degree of insulation required under pertinent regulations of governmental agencies having jurisdiction.

1. Mineral Fiber Acoustic insulation to be Creased Thermafiber SAFB insulation blanket of 3" minimum thickness.

2. Fiberglass Acoustic Insulation to be CertainTeed 'Sound Control Batts' 3-1/2" thick (unfaced, friction fit).

3. Roof Insulation: a. Fiberglass Batt

i. 'CertainTeed' kraft faced building insulation, thickness as shown on the Drawings.

b. Blown-in Insulation i. 'CertainTeed' Insul-Safe III, thickness as shown on the

Drawings. 4. Foundation Insulation:

a. Extruded polystyrene by Dow, thickness as shown on the Drawings.

B. Vapor Barrier: Provide 4 mil. (min.) polyethylene sheet vapor barrier on

heated side of all spaces.

C. Insulcrete brush on foundation coatings over all exposed styrofoam insulation. Color by Architect.

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A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. do not proceed until unsatisfactory conditions are corrected.

3.2 INSTALLATION (Insulation)

A. Install the work of this Section in strict accordance with the original design, requirements of governmental agencies having jurisdiction, and the manufacturer's recommended installation procedures as approved by the Architect, anchoring all components firmly into position.

B. Fit insulation between framing members to eliminate bare spots. Cut tight to

all penetrations.

C. Creased Thermafiber batts to be field cut 1" deep along center line of face as recommended by manufacturer before installing in wall/ceiling cavity.

3.3 INSTALLATION (Foundation Coating)

A. Brush on foundation coating in strict accordance with manufacturers written recommendations. Coating thickness to be 1/16" minimum, achieve thickness with as many coats as necessary.


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SECTION 07212 BOARD INSULATION

PART 1

GENERAL

1.1 SUMMARY

A. Section includes board insulation at exterior perimeter foundation wall protection, interior perimeter foundation wall and underside of floor slabs.


1. Section 02320 - Backfilling. 2. Section 03300 - Cast-in-place. 3. Section 04810 - Unit Masonry Assemblies. 4. Section 07260 - Vapor Retarders: Vapor retarder materials to adjacent

insulation. 1.2 REFERENCES

A. American Society for Testing and Materials: 1. ASTM C552 - Standard Specification for Cellular Glass Thermal

Insulation. 2. ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene

Thermal Insulation. 3. ASTM D2842 - Standard Test Method for Water Absorption of Rigid

Cellular Plastics. 4. ASTM E96 - Standard Test Methods for Water Vapor Transmission of

Materials. 1.3 SYSTEM DESCRIPTION

A. Materials of This Section: Provide thermal protection to vapor retarder in conjunction with vapor retarder materials in Section 07260.

1.4 SUBMITTALS

A. Section 01330 - Submittal Procedures: Submittal procedures.

B. Product Data: Submit data on product characteristics, performance criteria, limitations, and adhesives.


A. Section 01600 - Product Requirements. 1.6 COORDINATION

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A. Section 01300 - Administrative Requirements: Coordination and project conditions.

B. Coordinate Work with Section 07260 for installation of vapor retarder.

PART 2

PRODUCTS

2.1 BOARD INSULATION

A. Manufacturers: 1. Owens Corning - Extruded - Polystyrene Insulation. 2. Dow Chemical - Extruded-Polystyrene Insulation. 3. Tenneco Foam Products - Extruded-Polystyrene Insulation. 4. UC Industries/Owens Corning - Extruded-Polystyrene Insulation.

2.2 COMPONENTS

A. Extruded Polystyrene Insulation: ASTM C578 Type VI; cellular type, conforming to the following: 1. Board Type: Foamular 2502. Board Size:

. 48 x 96 inch

3. Board Thickness: .

2 inches4. Thermal Resistance:

. R of 10.0

5. Water Absorption: In accordance with ASTM D2842 0.3 percent by volume maximum.

.

6. Compressive Strength: Minimum 25 psi7. Board Edges: Tongue and groove edges.

.

8. Installation Locations: Interior foundation and underslab.

B. Extruded Polystyrene Insulation: ASTM C578 Type VI; cellular type, conforming to the following: 1. Board Type: 2. Board Size:

Foamular Insul-Drain. 48 x 96 inch

3. Board Thickness: .

1 2" inches4. Thermal Resistance:

. R of 7.5

5. Facing: Unfaced. .

6. Board Edges: square. 2.3 ACCESSORIES

A. Adhesive: Type recommended by insulation manufacturer for application.

B. Sheet Vapor Retarder: Specified in Section 07260. PART 3

EXECUTION

3.1 EXAMINATION

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A. Section 01300 - Administrative Requirements: Coordination and project

conditions.

B. Verify substrate, adjacent materials, and insulation boards are dry and ready to receive insulation.

3.2 INSTALLATION - FOUNDATION PERIMETER

A. Install insulated drainboard over tacky damproofing as indicated in Section 07110 - Damproofing.

1. Place boards vertically from top of footings to finish grade. 2. Butt edges and ends tight to adjacent board and to protrusions.

B. Install boards on foundation wall perimeter, vertically.

1. Place boards in method to maximize contact bedding. 2. Stagger end joints, between vertical and horizontal joints. 3. Butt edges and ends tight to adjacent board and to protrusions.

C. Cut and fit insulation tight to protrusions or interruptions to insulation plane.

D. Immediately following application of board insulation, place backfilling material

over exposed insulation surfaces, per Section 02320 - Backfilling. 3.3 INSTALLATION - UNDER CONCRETE SLABS

A. Place insulation under slabs on grade after base for slab has been compacted.

B. Cut and fit insulation tight to protrusions or interruptions to insulation plane.

C. Prevent insulation from being displaced or damaged while placing vapor retarder and placing slab.

3.4 PROTECTION OF INSTALLED CONSTRUCTION

A. Section 01700 - Execution Requirements: Protecting installed construction.

B. Do not permit work to be damaged prior to covering insulation. END OF SECTION 07212

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SECTION 07260 VAPOR RETARDERS

PART 1

1.1 SUMMARY

GENERAL

A. Section includes sheet and sealant materials for controlling vapor diffusion.

B. Related Sections: 1. Section 03300 – Cast-in-Place Concrete. 2. Section 04810 – Unit Masonry Assemblies. 3. Section 07210 – Building Insulation. 4. Section 07270 - Air Barriers. 5. Section 09260 – Gypsum Board Assemblies.

1.2 REFERENCES

A. ASTM International: 1. ASTM C920 - Standard Specification for Elastomeric Joint Sealants. 2. ASTM E96 - Standard Test Methods for Water Vapor Transmission of

Materials.

1.3 PERFORMANCE REQUIREMENTS

A. Maximum Vapor Permeability (Perm): 1ng/S/m/Pa measured in accordance with ASTM E96 Method E.

1.4 SUBMITTALS

A. Section 01330 - Submittal Procedures.

B. Product Data: Submit data indicating material characteristics, performance criteria, limitations.

C. Manufacturer's Installation Instructions: Submit preparation and installation requirements, techniques.


A. Perform Work in accordance with SWRI - Sealant and Caulking Guide Specification requirements for materials and installation.

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1.6 SEQUENCING

A. Sequence Work to permit installation of materials in conjunction with other retardant materials and seals, and air barrier assemblies, and Work specified in other Sections.

B. Do not install vapor retarder until items penetrating vapor retarder are in place.

PART 2

2.1 VAPOR RETARDERS

PRODUCTS

A. Manufacturers: 1. Alumiseal Corp. 2. Fiberweb Corp. 3. Fi-Foil Co., Inc. 4. Fortifiber Corp. 5. Griffolyn, Reef Industries 6. Lamtec Corp 7. Raven Industries 8. Substitutions: Section 01600 - Product Requirements

B. Furnish materials in accordance with State standards.

2.2 COMPONENTS

A. Sheet Retarder Type 1: Clear polyethylene film for above grade application, 10 mil

B. Sheet Retarder Type 2: Black polyethylene film reinforced with glass fiber square mesh, 15

thick, perm rating of .3.

mil

2.3 ACCESSORIES

thick, perm rating of .018.

A. Tape: Bright aluminum self-adhering type, mesh reinforced, 2 inch

PART 3

wide, compatible with sheet material.

3.1 PREPARATION

EXECUTION

A. Remove loose or foreign matter capable of impairing adhesion.

B. Clean and prime substrate surfaces to receive adhesive.

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3.2 INSTALLATION

A. Vapor Retarder For Solid Substrate: Secure sheet retarder Type 2 to solid construction with tape. Lap edges and ends 6 inches

B. Vapor Retarder For Stud Framed Walls: Secure sheet retarder Type 1 to stud faces with adhesive. Lap edges over stud faces, lap ends onto adjacent construction; calk ends with sealant to ensure complete seal.

and seal to ensure complete and continuous seal.

C. Vapor Retarder For Wall/Ceiling Junction: Lap sheet retarder Type 1 from wall retarder onto ceiling vapor retarder continuously. Seal edges and ends with adhesive. Calk with sealant to ensure complete seal. Position laps over firm bearing.

D. Vapor Retarder Seal For Openings: Install sheet retarder Type 1 between window and door frames and adjacent vapor retarder and seal with adhesive. Calk with sealant to ensure complete seal. Position laps over firm bearing.

E. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges or where compatibility with adjacent materials may be in doubt.


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SECTION 07270 AIR BARRIERS

PART 1

1.1 SUMMARY

GENERAL

A. Section includes installation of air infiltration barrier. Refer to Sections in Division 1 for requirements pertaining to the work of this Section.

B. Related Sections: 1. Section 04810 – Unit Masonry Assemblies 2. Section 07210 – Building Insulation 3. Section 09260 – Gypsum Board Assemblies

1.2 REFERENCES

A. American Society of Civil Engineers: 1. ASCE 7 - Minimum Design Loads for Buildings and Other Structures.

B. ASTM International: 1. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip

Galvanized) Coatings on Iron and Steel Products. 2. ASTM C920 - Standard Specification for Elastomeric Joint Sealants. 3. ASTM E283 - Standard Test Method for Determining the Rate of Air

Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen.

4. ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors By Uniform Static Air Pressure Difference.

C. Sealant, Waterproofing and Restoration Institute: 1. SWRI - Sealant Specification.

1.3 SUBMITTALS

A. Design Data: Submit design calculations.

B. Product Data: Submit data on material characteristics, performance criteria and limitations.

C. Manufacturer's Installation Instructions: Submit preparation, installation requirements and techniques, product storage and handling criteria.

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A. Perform Work in accordance with SWRI - Sealant and Caulking Guide Specification requirements for materials and installation.


A. Maintain temperature and humidity recommended by materials manufacturers before, during and after installation.

1.6 SEQUENCING

A. Sequence Work to permit installation of materials in conjunction with related materials and seals.

1.7 COORDINATION

A. Coordinate the Work of this section with sections referencing this section and the work of other trades.

PART 2

2.1 AIR BARRIERS

PRODUCTS

A. Manufacturers: 1. Dupont Tyvek CommercialWrap. 2. Other approved manufacturers.

2.2 COMPONENTS

A. Air Barrier Material: Spunbonded Olefin fiber sheet material conforming to the following criteria:

Properties Test Results 1. Air Penetration ASTM E-1677 Type 1 2. Water Vapor Transmission ASTM E-96 Method B 28 perms 3. Water Penetration Resistance AATCC-127 280 cm 4. Basis Weight TAPPI T-41D 2.7 oz./yd. 5. Breaking Strength ASTM D-882 Method A 38/35 lbs/in. 6. Tear Strength (trapezoid) ATM D-117 12/10 lbs. 7. Surface Burning Characteristics ASTM E-84-97a Flame Spread Class A

ASTM E-84-97a Smoke Dev. Class A

B. Sealant: As specified on Section 07900.

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2.3 ACCESSORIES

A. Tape: Polyethylene self adhering type, compatible with sheet material.

B. Attachments: Galvanized steel staples.

PART 3

3.1 PREPARATION

EXECUTION

A. Clean and prime substrate surfaces to receive sealants.

3.2 INSTALLATION

A. Sheet Seal Over Solid Substrate: Secure flexible sheet seal to sheathing materials with staples. Position lap seal over firm bearing.

B. Apply adhesive tape over lap joints for continuous air seal.

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

3.3 PROTECTION OF INSTALLED CONSTRUCTION

A. Do not permit adjacent work to damage work of this section.


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SECTION 07311 ASPHALT SHINGLES


A. Granule surfaced asphalt shingle roofing. B. Moisture shedding underlayment, eaves, valley and ridge protection. C. Roof Accessories.

1.2 RELATED SECTIONS A. Section 06100 – Carpentry B. Section 06173 – Wood Trusses 1.3 REFERENCES A. ASTM A653/A653M – Standard Specification for Steel Sheets, Zinc-Coated

(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

B. ASTM B209 – Standard Specification for Aluminum and Aluminum-Alloy

Sheet and Plate. C. ASTM D225 – Standard Specification for Asphalt Shingles (Organic Felt)

Surfaced with Mineral Granules. D. ASTM D226 – Standard Specification for Asphalt-Saturated Organic Felt

Used in Roofing and Waterproofing. E. ASTM D1970 – Standard Specification for Self-Adhering Polymer Modified

Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection.

F. ASTM D3018 – Standard Specification for Class A Shingles Surfaced with

Mineral Granules. G. ASTM D3161 – Standard Test Method for Wind-Resistance of Asphalt

Singles (Fan-Induced Method). H. ASTM D3462 – Standard Specification for Asphalt Shingles Made from

Glass Felt and Surfaced with Mineral Granules. I. ASTM D4586 – Standard Specification for Asphalt Roof Cement, Asbestos-

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Free. J. ASTM D4869 – Standard Specification for Asphalt-Saturated Organic Felt

Shingle Underlayment Used in Roofing. K. ASTM D6757 – Standard Specification for Inorganic Underlayment of r Use

with Steep Slope Roofing Products. L. ASTM E108 – Standard Test Methods for Fire Tests of Roof Coverings. 1.4 SUBMITTALS A. Submit under provisions of Section 01330 – Submittal Procedures. B. Product Data: Provide manufacturer’s printed product information indicating

material characteristics, performance criteria, and product limitations.

C. Manufacturer’s Installation Instructions: Provide published instructions that indicate preparation required and installation procedures.

D. Certificate of Compliance: Provide Certificate of Compliance from an

independent laboratory indicating that the asphalt fiber glass shingles made in normal production meet or exceed the requirements of the following:

1. ASTM E108/UL 790 Class A Fire Resistance. 2. ASTM D3161 Class F/UL 997 Wind Resistance. 3. ASTM D3462. 1.5 QUALITY ASSURANCE A. Maintain one copy of manufacturer’s application instructions on project site. B. Verify that manufacturer’s label contains reference to specified ASTM

standards. 1.6 ENVIRONMENTAL REQUIREMENTS A. Take special care when applying underlayment and shingles when ambient or

wind chill temperature is below 45 degrees F. 1.7 WARRANTY A. Manufacturer’s Warranty: Furnish shingle manufacturer’s warranty for

product(s) of this section as follows: 1. Asphalt Fiber Glass Shingles – Lifetime limited warranty.

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B. Warranty Supplement: Provide manufacturer’s supplemental warranty to cover labor and materials in the event of a material defect for the following period after completion of application of shingles:

1. First Ten Years C. Warranty Transferability Clause: Make available to Owner shingle

manufacturer’s standard option for transferring warranty to a new owner. PART 2 – PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with other provisions of the Specifications, provide

shingles manufactured by one of the following: 1. CertainTeed Corporation, Valley Forge, PA. 2. GAF Corporation, Wayne, NJ. 3. Owens-Corning. 2.2 ASPHALT FIBER GLASS SHINGLES A. Conforming to ASTM D3018 Type I – Self-sealing; UL Certification of ASTM

D3462, ASTM D3161 Class “F” (110 mph)/UL 997 Wind Resistance, and UL Class A Fire Resistance; glass fiber mat base; ceramically colored/UV resistant mineral surface granules across entire face of shingle, algae-resistant; full two-layer laminated four-tab shingle, edge appearance as selected.

1. Weight: 355 pounds per square (100 square feet). 2. Color: as selected. 2.3 SHEET MATERIALS A. Eaves Protection: ASTM D1970 sheet barrier of self-adhering rubberized

asphalt membrane shingle underlayment having internal reinforcement, and “split” back plastic release film; provide material with warranty equal in duration to that of shingles being applied.

B. Underlayment: ASTM D226, asphalt saturated felt (non-perforated). 2.4 FLASHING MATERIALS A. Sheet Flashing: ASTM B209; 0.025 inch thick aluminum, mill finish. B. Bituminous Paint: Acid and alkali resistant type; black color.

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2.5 ACCESSORIES A. Nails: Standard round wire type roofing nails, corrosion resistant; hot dipped

zinc coated steel, aluminum, or chromated steel; minimum 3/8 inch head diameter; minimum 11 or 12 gage shank diameter; shank to be of sufficient length to penetrate ¾ inch into plywood.

B. Ridge Vent

1. Provide manufacturer’s standard ridge vent for use with cap shingles to match main roof shingles.

2. Ridge vent shall be screened or vent openings small enough to prevent the penetration of insects to the building attic space.

3. Ridge vent shall be specially designed and baffled for use in climates where penetration of snow to the building attic space would be expected.

C. Soffit Vent

1. Provide continuous formed aluminum soffit vent at building eaves, recessed or flush mounted, as indicated on the drawings.

2. Soffit vent will be continuous and designed to provide not less than 720 square inches of net free area for each 3000 square feet of attic area.

3. Provide aluminum vent with manufacturers standard prime painted finish, ready for application of final finish coating in field.

D. Metal Drip Edge

1. Provide manufacturers standard metal drip edge at all eave and rake locations.

2. Metal drip edge to have factory painted finish, color as selected by the architect.

2.6 FLASHING FABRICATION A. Form flashing to profiles indicated on Drawings, and to protect roofing

materials from physical damage and shed water. B. Form sections square and accurate to profile, in maximum possible lengths,

free from distortion or defects detrimental to appearance or performance. PART 3 – EXECUTION 3.1 EXAMINATION A. Verify existing site conditions.

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B. Verify that roof penetrations and plumbing stacks are in place and flashed to

deck surface. C. Verify roof openings are correctly framed prior to installing work of this

Section. D. Verify deck surfaces are dry and free of ridges, warps, or voids. 3.2 ROOF DECK PREPARATION A. Follow shingle manufacturer’s recommendations for acceptable roof deck

materials. B. Broom clean deck surfaces under eave protection and underlayment prior to

their application. 3.3 INSTALLATION – EAVE ICE DAM PROTECTION A. Place eave edge and gable edge metal flashing tight with fascia boards.

Weather-lap joints 2 inches. Secure flange with nails spaced 8 inches on center.

B. Apply underlayment as eave protection in accordance with manufacturer’s

instructions. C. Extend eave protection membrane minimum 36 inches up slope beyond

interior face of exterior wall. 3.4 INSTALLATION – PROTECTIVE UNDERLAYMENT A. Roof Slope 4:12 or Greater: Install one layer asphalt felt shingle

underlayment perpendicular to slope of roof and lap minimum 4 inches over eave protection.

B. Weather-lap and seal watertight with asphalt roofing cement items projecting

through or mounted on roof. Avoid contact of solvent-based cements with WinterGuard.

3.5 INSTALLATION – VALLEY PROTECTION. A. For “open” valleys, first place one ply underlayment, minimum 36 inches

wide, centered over valleys. Lap joints minimum 6 inches. Follow instructions of shingle and waterproofing membrane manufacturer.

3.6 INSTALLATION – METAL FLASHING A. Weather-lap joints minimum 2 inches.

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B. Seal work projecting through or mounted on roofing with asphalt roofing

cement and make weather-tight. 3.7 INSTALLATION – ASPHALT SHINGLES A. Install shingles in accordance with manufacturer’s instructions for product

type and application specified. 3.8 PROTECTION OF FINISHED WORK A. Protect finished work from damage by other trades. B. Do not permit traffic over finished roof surface.


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SECTION 07920 SEALANTS AND CAULKING


A. Work included: Throughout work, seal and caulk joints as shown on Drawings and elsewhere as required to provide a positive barrier against passage of sound, moisture and air. Refer to Sections in Division 1 for requirements pertaining to the work in this Section.


1. Section 04810 – Unit Masonry Assemblies 2. Section 07265 – Exterior Gypsum Sheathing 3. Section 07462 – Fiber-Cement Siding 4. Section 08411 – Aluminum Framed Entrances and Storefronts 5. Section 08520 – Aluminum Windows 6. Section 09260 – Gypsum Board Assemblies



1.3 SUBMITTALS

A. Samples: Submit range of standard colors for each sealant. PART 2 - PRODUCTS 2.1 SEALANTS

A. Sealant material for moisture barrier to be silicone type; color by architect.

B. Sealant for air barrier where paintability is required to be siliconized acrylic.

C. Acoustic sealant to be USG Acoustic Sealant or equal.

D. Use only those backup materials which are specifically recommended for this installation by the manufacturer of the sealant used, which are non-absorbent, and which are non-staining.

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E. Provide other materials, not specifically described but required for a complete

and proper installation, as selected by the contractor subject to approval of the Architect.



3.2 PREPARATION

A. Concrete and Ceramic Tile Surfaces: 1. Install only on surfaces which are dry, sound and well brushed,

wiping free from dust. 2. At open joints, remove dust by mechanically blown compressed air if

so required. 3. To remove oil and grease, use sandblasting or wire brushing. 4. Where surfaces have been treated, remove the surface treatment by

sandblasting or wire brushing. 5. Remove laitance and mortar from joint cavities.

B. Steel Surfaces:

1. Scrape the metal or wire brush to remove mill scale and rust. Use solvent to remove oil and grease, wiping the surfaces with clean white rags only.

C. Aluminum Surfaces:

1. Aluminum surfaces in contact with sealant: a. Remove temporary protective coatings, dirt, oil and grease. b. When masking tape is used for protective cover, remove tape

just prior to applying sealant. 2. Use only such solvents to remove protective coatings as are

recommended for that purpose by the manufacturer of the aluminum work, and which are non-staining.

D. Wood Surfaces:

1. Remove all dust and other contaminants.

E. Plastic Laminate: 1. Remove all dust, adhesive and other contaminants.

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3.2 INSTALLATION OF BACKUP MATERIAL

A. When using backup of tube or rod stock, avoid lengthwise stretching of the material. Do not twist or braid hose or rod backup stock.

B. Installation Tool:

1. For installation of backup material, provide a blunt-surfaced tool of wood or plastic, having shoulders designed to ride on the adjacent finished surface and a protrusion of the required dimensions to assure uniform depth of backup material below the sealant.

2. Do not, under any circumstance, use a screwdriver or similar tool for this purpose.

3. Using the approved tool, smoothly and uniformly place the backup material to the depth indicated on the Drawings or otherwise required, compressing the backup material 25% to 50% and securing a positive fit.

3.4 INSTALLATION OF SEALANTS

A. Prior to start of installation in each joint, verify the joint type according to details on the Drawings, or as otherwise directed by the Architect, and verify that the required proportion of width of joint to depth of joint has been secured.

B. Equipment:

1. Apply sealant under pressure with power-actuated hand gun or manually-operated hand gun, or by other appropriate means.

2. Use guns with nozzle of proper size, and providing sufficient pressure to completely fill the joints as designed.

C. Thoroughly and completely mask joints where the appearance of primer or

sealant on adjacent surfaces would be objectionable.

D. Install the sealant in strict accordance with the manufacturer's recommendations, thoroughly filling joints to the recommended depth.

E. Apply acoustic sealant at both sides of top and bottom wall plates.

F. Apply acoustic sealant around all sound wall penetrations (i.e. conduits,

device boxes, ducts, pipes, etc.).

G. Apply bead of acoustic sealant around perimeter of all gypsum board surfaces (i.e. set panels in sealant at top and bottom of walls).

H. Tool joints to a concave profile or as shown on the Drawings.

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I. Cleaning up:

1. Remove masking tape immediately after joints have been tooled. 2. Clean adjacent surfaces free from sealant as the installation

progresses, using solvent or cleaning agent recommended by the manufacturer of the sealant used.

3. Upon completion of the work of this Section, promptly remove from the job site all debris, empty containers, and surplus material derived from this portion of the Work.


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SECTION 08100 METAL DOORS AND FRAMES


A. Section Includes: 1. Steel doors and frames for interior and exterior applications.


1. Section 04810-Unit Masonry Assemblies 2. Section 06100-Carpentry 3. Section 07900-Joint Sealers 4. Section 08800-Glass and Glazing

1.2 REFERENCES

A. ASTM International 1. ASTM A366-95A-Standard Specification for Steel, Sheet, Carbon,

Cold-Rolled, Commercial Quality 2. ASTM A568-95-Specification for Steel, Sheet, Carbon, and High

Strength, Low Alloy, Hot-Rolled and Cold-Rolled. 3. ASTM A569-91A-Specification for Steel, Carbon (0.15 Maximum

Percent,) Hot-Rolled Sheet and Strip Commercial Quality. 4. ASTM A924-95-General Requirements for Steel Sheet, Metallic

Coated by the Hot-Dip Process. 5. ASTME283-91-Standard Test Method for Determining the Rate of Air

Leakage Through exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen.

B. ANSI-American National Standards Institute

1. ANSI A250.8-1998/SDI 100-Recommended Specifications for Standard Steel Doors and Frames.

2. ANSI/SDI A250.6-1997-92-Hardware on Steel Doors (reinforcement application.)

3. ANSI A250.4-1994-Test Procedure and Acceptance Criteria for Physical Endurance, Steel Doors and Frames.

4. ANSI A117.1-1997-American National Standards Institute-Accessible and Usable Buildings and Facilities.

C. SDI-Steel Door Institute

1. SDI Technical Data Series

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D. UL-Underwriters Laboratories

1. UL 10B-93-Tests of Fire Door Assemblies

E. WHI-Warnock-Hersey International 1. WHI

1.3 SUBMITTALS

A. Section 01330-Submittal Procedures B. Product Data

1. Submit manufacturer’s product data for doors and frames. 2. Submit manufacturer’s installation instructions. 3. Submit manufacturer’s certification that the doors and frames meet or

exceed the requirements for this project.

C. Shop Drawings 1. Indicate door types and frame elevations. 2. Indicate materials, thickness or gauges and finishes. 3. Indicate fabrication and erection details. 4. Indicate all hardware locations including backing and reinforcement. 5. Indicate all openings and infill panels in doors and frames. 6. Key shop drawings to project door schedule.

1.4 REFERENCES A. Steel Door Institute – Technical Data Series. B. ANSI A250.8-98 (S01-100) C. ANSI A250.4-94 Test Procedure and Acceptance Criteria for Physical

Endurance for Steel Door and Hardware Reinforcements. PART 2 - PRODUCTS 2.1 MATERIALS

A. Subject to compliance with other provisions of the specifications, provide steel doors and frames of one manufacturer throughout the project.

B. Metal Doors

1. Provide Level II heavy-duty commercial grade steel doors of sizes and type indicated on the Drawings and Schedules.

a. Provide doors fabricated to meet the requirements of ASTM A366-Standard Specification for Steel, Sheet, Carbon, Cold Rolled Commercial Quality.

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b. Door stiles and rails minimum 16 ga. steel. c. Flush panels minimum 18 ga. steel. d. Core Material: Steel stiffened ribs welded to door faces. 2. Provide steel doors factory prepared, bored and properly reinforced to

receive finish hardware indicated in the Specifications and on the Schedules.

3. Factory prime steel doors ready fro finish painting in the field. Steel doors at exterior locations of wet areas shall be galvanized prior to prime painting.

4. Fire rated doors shall comply with the requirements of Underwriters Laboratories (UL) or Warnock Hershey International (WHI).

5. Exterior Doors: Thermally insulated with an overall insulation R-value of not less than seven (7), when measured in accordance with ASTM C1363.

C. Metal Frames

1. Provide welded steel frames with mitred corners for all interior and exterior locations, except as indicated. a. Provide knocked down frames with die mitred corners at all

interior metal stud walls indicated to receive steel frames. 2. Interior door frames shall be a minimum of 16 ga. steel. 3. Exterior door frames required to be fire-rated shall be a minimum of

14 ga. steel. 4. All welds on frames, transoms and sidelights shall be flush with

neatly mitred or butted material cuts.

D. Frame Anchors 1. Wall anchors for frame attachment to masonry construction:

a. Masonry anchors, adjustable, flat corrugated or perforated “T” shaped anchors of size and thickness required.

b. Wire type, minimum 3/16” diameter. 2. Wall anchors for attachment to metal stud partitions:

a. Use manufacturers adjustable type compression anchors at knocked down die mitred frames.

b. Use steel stud anchors sized to accommodate frame depth and face dimension at all welded frames.

3. Provide frame anchors in sufficient quantity as recommended by the manufacturer to properly secure frame assembly to adjacent construction.

E. Hardware Preparation

1. Factory prepare all doors and frames for specified hardware using templates provided by the hardware manufacturer.

2. Provide reinforcement for hardware in accordance with the SDI Technical Data Series requirement for doors and frames.

3. Prepare frames to receive door silencers.

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4. Locate hardware in accordance with the Steel Door Institute “Recommended Locations for Builders Hardware for Standard Steel Doors and Frames and the applicable regulations of ANSI A117.1-1997.

2.2 FABRICATION

A. Fabricate door and frame components to the required opening dimensions. B. Fabricate doors and frames in compliance with the requirements for SDI

Level 2 heavy-duty commercial doors and frames. C. Doors and frames required to be fire-rated shall bear a factory- applied label

indicting the hourly fire-resistance rating of the assembly and the label of the rating agency.

D. Do not proceed with fabrication of doors or frames without approved shop

drawings. 2.3 MANUFACTURERS A. Subject to compliance with other provisions of the Specifications, provide

steel doors and frames manufactured by one of the following: 1. CECO Door Products, Fredericksburg, VA 2. Curries Industries, Mason City, IA 3. Steelcraft, Cincinnati, OH 2.4 FINISH HARDWARE

A. Refer to Section 08710 Finish Hardware.

2.5 ACCESSORIES A. Weatherstripping: Refer to Section 08710 – Finish Hardware. B. Silencers: Resilient rubber fitted into shop drilled holes. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS

A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected.

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3.2 INSTALLATION

A. Install all doors and frames in accordance with the requirements of the Steel Door Institute, Technical Data Series, latest edition.

B. Set welded frames in position prior to beginning partition work. Brace frames

until permanent anchors are in place. C. Set anchors for frames as work progresses. Install anchors at hinge and

strike levels. D. Properly install knock down frames in metal stud partitions with frames

plumb and true. Only hairline seams at head and jamb connections will be allowed.

E. Install fire rated frames in accordance with the requirements of the rating

agency.

3.3 ADJUST AND CLEAN A. Final Adjustments

1. Check and readjust operating finish hardware items. 2. Leave work in complete and proper operating condition. 3. Remove defective work and replace with work complying with the

specified requirements.

B. Immediately after erection, sand smooth all rusted and damaged areas of prime coat, and apply touch-up of compatible air-drying primer.

C. Remove dirt and excess sealants, mortar or glazing compounds form exposed

surfaces.


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SECTION 09260 GYPSUM BOARD ASSEMBLIES

PART 1

1.1 SUMMARY

GENERAL

A. Section includes: metal stud wall framing; metal channel ceiling framing; gypsum board and joint treatment; cementitious backer board; acoustic insulation; and textured finish.

B. Related Sections: 1. Section 06100 – Carpentry. 2. Section 06173 – Wood Trusses. 3. Section 06200 – Finish Carpentry. 4. Section 07210 – Building Insulation. 5. Section 07260 – Vapor Retarders. 6. Section 07900 – Joint Sealers. 7. Section 08310 - Access Doors and Panels. 8. Section 08520 – Aluminum Windows.

1.2 REFERENCES

A. ASTM International: 1. ASTM C36 - Standard Specification for Gypsum Wallboard. 2. ASTM C442 - Standard Specification for Gypsum Backing Board and

Coreboard. 3. ASTM C475 - Standard Specification for Joint Compound and Joint

Tape for Finishing Gypsum Board. 4. ASTM C630/C630M - Standard Specification for Water-Resistant

Gypsum Backing Board. 5. ASTM C645 - Standard Specification for Nonstructural Steel Framing

Members. 6. ASTM C665 - Standard Specification for Mineral-Fiber Blanket

Thermal Insulation for Light Frame Construction and Manufactured Housing.

7. ASTM C754 - Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products.

8. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board.

9. ASTM C1002 - Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases.

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10. ASTM E90 - Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements.

11. ASTM E119 - Standard Test Methods for Fire Tests of Building Construction and Materials.

B. Gypsum Association: 1. GA 214 - Recommended Levels of Gypsum Board Finish. 2. GA 216 - Application and Finishing of Gypsum Board. 3. GA 600 - Fire Resistance Design Manual Sound Control.

C. Underwriters Laboratories Inc.: 1. UL - Fire Resistance Directory.

D. Intertek Testing Services (Warnock Hersey Listed): 1. WH - Certification Listings.

1.3 PERFORMANCE REQUIREMENTS

A. Design all system components to satisfactorily perform in accordance with the following criteria: Lateral Load: 5 psf pos or neg; Deflection: L/360

1.4 SUBMITTALS

A. Shop Drawings: Indicate special details associated with fireproofing, acoustic seals, and other system components not specifically covered in other submittal data.

B. Product Data: Submit data on metal framing, gypsum board, joint tape, and acoustic accessories.


A. Perform Work in accordance with ASTM C840 and ASTM C645.

B. Maintain one copy of each document on site.

1.6 QUALIFICATIONS

A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years experience.

B. Installer: Company specializing in performing Work of this section with minimum three years experience.

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1.7 MOCKUP

A. Construct mock-up, 10 feet long, including interior wall and ceiling system illustrating surface finish ready for paint or other scheduled finish.

B. Locate where directed by Architect/Engineer

C. Incorporate accepted mockup as part of Work.


A. Convene minimum one week prior to commencing work of this section.

PART 2

2.1 GYPSUM BOARD ASSEMBLIES

PRODUCTS

A. Manufacturers: 1. Celotex Building Products. 2. G-P Gypsum Corp. 3. National Gypsum Co. 4. United States Gypsum Co.

2.2 COMPONENTS

A. Gypsum Board Materials: 1. Standard Gypsum Board: 5/8 inch (16 mm)

2. Fire Rated Gypsum Board: ASTM C36; fire resistive type, UL or WH rated;

thick, maximum available length in place; ends square cut, tapered and beveled edges.

5/8 inch (16 mm)

3. Gypsum Backing Board: Provide 5/8” fiberglass faced gypsum boards, “Dens Glass Tile Backer”, at all wet areas and behind all tile finishes where gypsum board is indicated.

thick, maximum available length in place; ends square cut, tapered and beveled edges.

2.3 ACCESSORIES

A. Acoustic Insulation: ASTM C665; preformed glass fiber, friction fit type, unfaced, full thickness of stud cavity.

B. Acoustic Sealant: Non-hardening, non-skinning, for use in conjunction with gypsum board.

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C. Corner Beads: Metal.

D. Edge Trim: GA-216.

E. Joint Materials: GA-216; reinforcing tape, joint compound, adhesive, and water.

F. Fasteners: ASTM C1002, Type W and GA-216.

PART 3

3.1 EXAMINATION

EXECUTION

A. Verify site conditions are ready to receive work and opening dimensions are as indicated on drawings.

3.2 INSTALLATION

A. Wall Furring Installation: 1. Erect wall furring for direct attachment to concrete walls as indicated. 2. Install thermal insulation in conjunction with Section 07210 directly

attached to walls.

B. Furring for Fire Ratings: Install furring as required for fire resistance ratings indicated.

C. Ceiling Framing Installation: 1. Install in accordance with GA-216. 2. Coordinate location of hangers with other work. 3. Install ceiling framing independent of walls, columns, and above

ceiling work. 4. Reinforce openings in ceiling suspension system which interrupt main

carrying channels or furring channels, with lateral channel bracing. Extend bracing minimum 24 inches

5. Laterally brace entire suspension system. past each end of openings.

D. Acoustic Accessories Installation: 1. Place acoustic insulation in partitions tight within spaces, around cut

openings, behind and around electrical and mechanical items within or behind partitions, and tight to items passing through partitions.

2. Install acoustic sealant within partitions.

E. Gypsum Board Installation: 1. Install gypsum board in accordance with GA-216 and GA-600. 2. Erect single layer standard gypsum board horizontal, with ends and

edges occurring over firm bearing.

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3. Erect single layer fire rated gypsum board, with edges and ends occurring over firm bearing.

4. Use screws when fastening gypsum board to metal furring or framing. 5. Double Layer Applications: Secure second layer to first with fasteners,

adhesive and sufficient support to hold in place. 6. Place second layer perpendicular to first layer. Offset joints of second

layer from joints of first layer. 7. Erect exterior gypsum soffit board perpendicular to supports, with

staggered end joints over supports. 8. Treat cut edges and holes in moisture resistant gypsum board and

exterior gypsum soffit board with sealant. 9. Place control joints consistent with lines of building spaces and as

indicated on Drawings. 10. Place corner beads at external corners. Use longest practical length.

Place edge trim where gypsum board abuts dissimilar materials. 11. Install tile backer board over metal studs

F. Joint Treatment: 1. Finish in accordance with GA-214. 2. Tape, fill, and sand exposed joints, edges, and corners to produce

smooth surface ready to receive finishes. 3. Feather coats on to adjoining surfaces so that camber is maximum

1/324. Taping, filling, and sanding is not required at surfaces behind adhesive

applied ceramic tile.

.

5. Finish tile backer in accordance with manufacturer’s printed instructions.


A. Maximum Variation of Finished Gypsum Board Surface from Flat Surface: 1/8 inch in 10 feet

3.4 SCHEDULES

.

A. Finishes in accordance with GA-214 Level: 1. Level 1: Above all finished ceilings where gypsum board is concealed

from view and at areas indicated as exposed ceilings. 2. Level 4: Walls exposed to view. 3. Level 5: Ceilings exposed to view.


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SECTION 10800 TOILET, BATH, AND LAUNDRY ACCESSORIES

PART 1

1.1 SUMMARY

GENERAL

A. Section includes toilet accessories; shower and tub accessories; residential accessories; and utility room accessories.

B. Related Sections: 1. Section 04810 – Unit Masonry Assemblies. 2. Section 06100 – Carpentry. 3. Section 08800 – Glazing. 4. Section 09300 – Tile. 5. Section 09900 – Painting.

1.2 REFERENCES

A. ASTM International: 1. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip

Galvanized) Coatings on Iron and Steel Products. 2. ASTM A269 - Standard Specification for Seamless and Welded

Austenitic Stainless Steel Tubing for General Service. 3. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-

Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

4. ASTM A666 - Standard Specification for Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar.

5. ASTM C1036 - Standard Specification for Flat Glass.

B. Federal Specification Unit: 1. FS A-A-3002 - Mirrors, Glass.

1.3 SUBMITTALS

A. Section 01330 - Submittal Procedures.

B. Product Data: Submit data on accessories describing size, finish, details of function, attachment methods.

C. Samples: Submit two samples of material for each accessory, illustrating color and finish.

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D. Manufacturer's Installation Instructions: Submit special procedures, conditions requiring special attention, and standard installation instructions.

1.4 COORDINATION

A. Section 01300 - Administrative Requirements.

B. Coordinate the Work with placement of internal wall reinforcement and reinforcement of toilet partitions to receive anchor attachments.

PART 2

2.1 TOILET AND BATH ACCESSORIES

PRODUCTS

A. Manufacturers: 1. American Specialties, Inc., Younkers, NY. 2. Bobrick Washroom Equipment, Inc., Jackson, TN. 3. Bradley Corp., Menominee Falls, WI. 4. Koala Corp. 5. Substitutions: Section 01600 - Product Requirements.

2.2 COMPONENTS

A. Accessories - General: Shop assembled, free of dents and scratches and packaged complete with anchors and fittings, steel anchor plates, adapters, and anchor components for installation. 1. Grind welded joints smooth. 2. Fabricate units made of metal sheet of seamless sheets, with flat

surfaces.

B. Keys: Furnish 3 keys for each accessory to Owner; master key and accessories.

C. Stainless Steel Sheet: ASTM A666, Type 304.

D. Stainless Steel Tubing: ASTM A269, stainless steel.

E. Galvanized Sheet Steel: ASTM A653, G90 (Z275)

F. Mirror Glass: Float glass, Type I, Class 1, Quality q2 (ASTM C 1036), with silvering, copper coating, and suitable protective organic coating to copper backing in accordance with FS A-A-3002.

zinc coating.

G. Adhesive: As recommended by the manufacturer.

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H. Fasteners, Screws, and Bolts: Hot dip galvanized, or Series 300 Stainless Steel, tamper-proof, security type.

I. Expansion Shields: Fiber, lead, or rubber as recommended by accessory manufacturer for component and substrate.

J. Primer: As recommended by the manufacturer.

2.3 TOILET ROOM ACCESSORIES SCHEDULE A. Paper towel dispenser/waste receptacle: ASI Model #0467. B. Not Used C. Mirrors: 1. Vanity: ASI Model #0620 D. Electric Hand Dryers: ASI Model #0185 E. Not Used F. Grab Bars: ASI Series 3100 (Concealed Mounting) G. Toilet Paper Dispenser: ASI Model #0040 H. Soap Dispensers: ASI Model #0332 I. Baby Changing Station- Koala surface mounted stainless steel unit with

Model KB200

2.4 FACTORY FINISHING

A. Stainless Steel: No. 4 satin brushed finish.

B. Chrome/Nickel Plating: ASTM B456, Type SC 2, satin finish.

C. Galvanizing for Items other than Sheet: ASTM A123/A123M to 1.25 oz/sq yd.

D. Shop Primed Ferrous Metals: Pretreat and clean, spray apply one coat primer and bake.

Galvanize ferrous metal and fastening devices.

E. Back paint components where contact is made with building finishes to prevent electrolysis.

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PART 3

3.1 EXAMINATION

EXECUTION

A. Section 01300 - Administrative Requirements.

B. Verify exact location of accessories for installation.

C. Verify field measurements are as indicated on product data.

D. See Section 06100 for installation of blocking, reinforcing plates, concealed anchors, and other provisions in walls and ceilings.

3.2 PREPARATION

A. Deliver inserts and rough-in frames to site for timely installation.

B. Provide templates and rough-in measurements as required.

3.3 EXISTING WORK

A. Clean and repair existing toilet accessories which remain or are to be reinstalled.

3.4 INSTALLATION

A. Install plumb and level, securely and rigidly anchored to substrate. 1. Mounting Heights and Locations: As required by accessibility

regulations and as indicated on Drawings.


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McCarty's Cove Specification Guidelines

Documents

Transcript of McCarty's Cove Specification Guidelines