OCS - Bid Pack 2 - Technical Specs.pdf

TABLE OF CONTENTS

Division Section Title Pages

DIVISION 2 - SITE CONSTRUCTION

020600 PARTIAL BUILDING DEMOLITION 5

024119.13 SELECTIVE BUILDING DEMOLITION 5

DIVISION 5 - METALS

051200 STRUCTURAL STEEL FRAMING

054000 COLD FORMED FRAMING 3

055000 MISCELLANEOUS METALS 1

DIVISION 6 - WOOD AND PLASTICS

061000 ROUGH CARPENTRY 5

062000 FINISH CARPENTRY 9

064100 ARCHITECTURAL WOOD CASEWORK 7

064123 CABINETS AND COUNTERTOPS 5

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

072116 BLANKET INSULATION 3

DIVISION 8 - DOORS AND WINDOWS

081213 STANDARD HOLLOW METAL FRAMES 4

082110 WOOD DOORS 4

084100 ALUMINUM ENTRANCES, STOREFRONTS AND WINDOWS 5

087100 DOOR HARDWARE 11

088853 BALLISTIC RATED GLAZING 4

DIVISION 9 - FINISHES

092500 GYPSUM DRYWALL 4

095100 ACOUSTICAL PANEL CEILINGS 6

099000 PAINTING AND FINISHES 9

DIVISION 23- HEATING, VENTILATING AND AIR CONDITIONING (HVAC)

230000 HVAC 5

230923 TEMPERATURE CONTROL EQUIPMENT 2

233100 HVAC DUCTS AND CASINGS 6

DIVISION 26 ELECTRICAL

26000 ELECTRICAL GENERAL PROVISION2 10

260501 SELECTIVE ELECTRICAL DEMOLITION 3

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 7

260526 GROUNDING AND BONDING FOR ELECRICAL SYSTEMS 3

260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 10

260555 IDENTIFICATION FOR ELECTRICAL SYSTEMS 5

262726 WIRING DEVICES 4

265100 INTERIOR LIGHTING 3

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

283100 EXTENSION OF THE EXISTING FIRE DETECTION AND ALARM SYSTEM 8

END OF TABLE OF CONTENTS

Bid Pack #2 - Secured Entry Partial Building Demolition Onekama Consolidated Schools Bond 02 06 00 - 1

SECTION 02 06 00

PARTIAL BUILDING DEMOLITION

1 PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Saw-cut and remove concrete floor for sanitary trenches at designated areas shown on the Demolition Plan drawing.

2. Demolition and removal of interior walls, floor/ceiling finishes, doors and windows.

3. Demolition and removal of plumbing fixtures and bath accessories.

4. Disconnecting, capping or sealing, and abandoning utilities in place.

5. Disconnecting, capping or sealing, and removing utilities.

B. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 1 Section "Cutting and Patching" for cutting and patching procedures for demolition operations.

2. Division 1 Section "Schedules and Reports" for demolition schedule requirements.

3. Division 1 Section "Construction Facilities and Temporary Controls" for temporary utilities, temporary construction and support facilities, temporary security and protection facilities, and environmental protection measures for demolition operations.

4. Division 1 Section "Contract Closeout" for record document requirements.

1.3 DEFINITIONS

A. Remove: Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or to remain the Owner's property.

B. Existing to Remain: Protect construction indicated to remain against damage and soiling during demolition. When permitted by the Owner, items may be removed to a suitable, protected storage location during demolition and then cleaned and reinstalled in their original locations.

1.4 MATERIALS OWNERSHIP

A. Except for items or materials indicated to be reused, salvaged, or otherwise indicated to remain the Owner's property, demolished materials shall become the Contractor's property and shall be removed from the site with further disposition at the Contractor's option.

Onekama Consolidated Schools Bond 02 06 00 - 2

1.5 SUBMITTALS

General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections, for information only, unless otherwise indicated.

A. Schedule of demolition activities indicating the following:

1. Detailed sequence of demolition and removal work, with starting and ending dates for each activity.

2. Dates for shutoff, capping, and continuation of utility services.

B. Photographs or videotape, sufficiently detailed, of existing conditions of adjoining construction and site improvements that might be misconstrued as damage caused by demolition operations.

C. Record drawings at Project closeout according to Division 1 Section "Contract Closeout."

1. Identify and accurately locate capped utilities and other subsurface structural, electrical, or mechanical conditions.

D. Landfill records for record purposes indicating receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

1.6 QUALITY ASSURANCE

A. Demolition Firm Qualifications: Engage an experienced firm that has successfully completed demolition Work similar to that indicated for this Project.

B. Regulatory Requirements: Comply with governing EPA notification regulations before starting demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

1.7 PROJECT CONDITIONS

A. Areas to be demolished will be vacated and their use discontinued before start of Work.

B. Owner assumes no responsibility for actual condition of buildings to be demolished.

1. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

C. Asbestos: It is expected that asbestos will be encountered in the course of this Contract. Contractor shall employ a licensed Abatement Contractor to remove asbestos prior to beginning work. See Analysis Report in the Supplementary Conditions.

1. Known asbestos containing materials identified: (base bid)

a. Approximately 17,415 sq.ft. of non-friable asbestos containing floor tile and associated adhesive.

b. West window assemblies. (9 sq.ft.)

2. Engineering controls:

a. Construct a negative pressure enclosure.

Onekama Consolidated Schools Bond 02 06 00 - 3

b. Remove floor tile via mechanical or by use of hand tools.

c. Wet grind floor tile adhesive.

3. Other materials to be removed:

a. Remove and dispose of all PCB ballasts.

4. Project requirements:

a. Materials listed in base bid must be removed by an accredited asbestos abatement contractor licensed in the State of MI.

b. Contractor responsible to sub–contract third party air monitoring(clearance testing)

c. All waste must be manifested and disposed of in a type II landfill.

d. Proper disposal of PCB containing ballasts.

e. All work performed must meet current regulating agency standards.

f. Contractor responsible for temporary utilities.

g. Contractors are responsible to verify quantities of materials listed.

2 PART 2 PRODUCTS (Not Applicable)

3 PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped.

B. Survey existing conditions and correlate with requirements indicated to determine extent of demolition required.

3.2 UTILITY SERVICES

A. Maintain existing utilities indicated to remain in service and protect them against damage during demolition operations.

1. Do not interrupt existing utilities serving occupied or operating facilities, except when authorized in writing by Owner and authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and to governing authorities.

a. Provide not less than 72 hours' notice to Owner if shutdown of service is required during changeover.

B. Utility Requirements: Locate, identify, disconnect, and seal or cap off indicated utility services serving structures to be demolished.

1. Arrange to shut off indicated utilities with utility companies.

C. Utility Requirements: Refer to Division 22 and 26 Sections for shutting off, disconnecting, removing, and sealing or capping utility services. Do not start demolition work until utility disconnecting and sealing have been completed and verified in writing.

Onekama Consolidated Schools Bond 02 06 00 - 4

3.3 PREPARATION

A. Drain, purge, or otherwise remove, collect, and dispose of chemicals, gases, explosives, acids, flammables, or other dangerous materials before proceeding with demolition operations.

B. Conduct demolition operations and remove debris to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities.

1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations.

C. Conduct demolition operations to prevent injury to people and damage to adjacent buildings and facilities to remain. Ensure safe passage of people around demolition area.

1. Protect existing site improvements, appurtenances, and landscaping to remain.

3.4 EXPLOSIVES

A. Explosives: Use of explosives will not be permitted.

3.5 POLLUTION CONTROLS

A. Use temporary enclosures, and other suitable methods to limit the spread of dust and dirt. Comply with governing environmental protection regulations.

B. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

1. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level.

C. Clean adjacent buildings and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas to condition existing before start of demolition.

3.6 DEMOLITION

A. Demolition: Demolish interior walls completely, saw-cut concrete floors and remove from the site. Use methods required to complete Work within limitations of governing regulations and as follows:

1. Locate demolition equipment throughout the building and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

2. Dispose of demolished items and materials promptly. On-site storage or sale of removed items is prohibited.

3. Demolish concrete and masonry in small sections.

B. Damages: Promptly repair damages to adjacent facilities caused by demolition operations.

Onekama Consolidated Schools Bond 02 06 00 - 5

3.7 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.

B. Burning: Do not burn demolished materials.

C. Disposal: Dispose of demolished materials at designated spoil areas on Owner's property.

END OF SECTION

Bid Pack #2 - Secured Entry Selective Building Demolition Onekama Consolidated Schools Bond 02 41 19.13 - 1

SECTION 02 41 19.13

SELECTIVE BUILDING DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolishing designated building equipment and fixtures.

2. Demolishing designated construction.

3. Cutting and alterations for completion of the Work.

4. Protecting items designated to remain.

5. Removing demolished materials.

1.2 SUBMITTALS

A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.

B. Demolition Schedule: Indicate overall schedule and interruptions required for utility and building services.

C. Shop Drawings:

1. Indicate demolition and removal sequence.

2. Indicate location and construction of temporary work.

1.3 CLOSEOUT SUBMITTALS

A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for submittals.

B. Project Record Documents: Accurately record actual locations of capped utilities, concealed utilities discovered during demolition.

C. Operation and Maintenance Data: Submit description of system, inspection data, and parts lists.

1.4 QUALITY ASSURANCE

A. Conform to applicable building code for demolition work, dust control, products requiring electrical disconnection and re-connection.

B. Conform to General Specifications for Lead-Based Paint Abatement.

C. Conform to applicable building code for procedures when hazardous or contaminated materials are discovered.

D. Obtain required permits from authorities having jurisdiction.

E. Perform Work in accordance with Municipality standard.

F. Maintain one copy of each document on site.

Onekama Consolidated Schools Bond 02 41 19.13 - 2

1.5 SEQUENCING

A. Section 01 10 00 - Summary: Requirements for sequencing.

B. Owner will conduct salvage operations before demolition begins to remove materials Owner chooses to retain.

C. Contractor shall abate all lead-based paint in areas of demolition. See General Specification for Lead-Based Paint Abatement.

1.6 SCHEDULING

A. Section 01 30 00 - Administrative Requirements: Requirements for scheduling.

B. Schedule Work to coincide with new construction.

C. Cooperate with Owner in scheduling noisy operations and waste removal that may impact Owners operation in adjoining spaces.

D. Perform noisy, malodorous, dusty, work:

1. Between hours of 7:00 A.M. and 5:00 P.M.

2. On following days: M - F.

E. Coordinate utility and building service interruptions with Owner.

1. Do not disable or disrupt building fire or life safety systems without three days prior written notice to Owner.

2. Schedule tie-ins to existing systems to minimize disruption.

3. Coordinate Work to ensure fire sprinklers, fire alarms, smoke detectors, emergency lighting, exit signs and other life safety systems remain in full operation in occupied areas.

1.7 PROJECT CONDITIONS

A. Conduct demolition to minimize interference with adjacent occupied building areas.

B. Cease operations immediately if structure appears to be in danger and notify Architect/Owner. Do not resume operations until directed.

1.8 GENERAL DEMOLITION

A. Field verify all existing conditions and dimensions. If field conditions are not as shown on the plan, contact the project architect or engineer immediately prior to proceeding with any work.

B. Provide appropriate barricades, signage, and other safety precautions to protect visitors, tradesmen, and existing remaining conditions.

C. Completely remove all work and related work in areas designated on the plan.

D. Disconnect, remove, and cap all existing utilities as indicated and required to permit new work.

Onekama Consolidated Schools Bond 02 41 19.13 - 3

E. All work to be completed by appropriate, experienced trades (i.e. electrical demolition by electricians, etc.).

F. Restore existing areas which are damaged during construction. Match existing materials and finishes.

G. Do not use explosives or unsafe demolition methods.

H. Remove all debris from the site. Do not burn refuse on site. Material to be transposed to an approved site. Coordinate salvageable items with the Owner. Store salvageable items within designated areas.

I. The contractor shall provide proper shoring and bracing where needed.

J. All asbestos has to be removed in disturbed areas by a qualified contractor per State of Michigan regulations. All undisturbed areas shall remain and or be sealed off from access.

K. Any portions with lead paint will not be abraded, cut, or ignited to reduce potential harmful impact to workers.

PART 2 - PRODUCTS

2.1 Not Used.

PART 3 - EXECUTION

3.1 PREPARATION

A. Notify affected utility companies before starting work and comply with their requirements.

B. Mark location and termination of utilities.

C. Erect, and maintain temporary barriers and security devices, including warning signs and lights, and similar measures, for protection of the Owner, and existing improvements indicated to remain.

D. Erect and maintain weatherproof closures for exterior openings.

E. Erect and maintain temporary partitions to prevent spread of dust, odors, and noise to permit continued Owner occupancy.

F. Prevent movement of structure; provide temporary bracing and shoring required to ensure safety of existing structure.

G. Provide appropriate temporary signage including signage for exit or building egress.

H. Do not close or obstruct building egress path.

I. Do not disable or disrupt building fire or life safety systems without 3 days prior written notice to Owner.

Onekama Consolidated Schools Bond 02 41 19.13 - 4

3.2 SALVAGE REQUIREMENTS

A. Coordinate with Owner to identify building components and equipment required to be removed and delivered to Owner.

B. Tag components and equipment Owner designates for salvage.

C. Protect designated salvage items from demolition operations until items can be removed.

D. Carefully remove building components and equipment indicated to be salvaged.

E. Disassemble as required to permit removal from building.

F. Package small and loose parts to avoid loss.

G. Mark equipment and packaged parts to permit identification and consolidation of components of each salvaged item.

H. Prepare assembly instructions consistent with disassembled parts. Package assembly instructions in protective envelope and securely attach to each disassembled salvaged item.

I. Deliver salvaged items to Owner. Obtain signed receipt from Owner.

3.3 DEMOLITION

A. Only after lead-based paint abatement, shall Contractor begin demolition (if applicable).

B. Conduct demolition to minimize interference with adjacent and occupied building areas.

C. Maintain protected egress from and access to adjacent existing buildings at all times.

D. Do not close or obstruct roadways or sidewalks without permits.

E. Cease operations immediately when structure appears to be in danger and notify Architect/Owner.

F. Disconnect and remove designated utilities within demolition areas.

G. Cap and identify abandoned utilities at termination points when utility is not completely removed. Annotate Record Drawings indicating location and type of service for capped utilities remaining after demolition.

H. Demolish in orderly and careful manner. Protect existing improvements, supporting structural members.

I. Carefully remove building components indicated to be reused.

1. Disassemble components as required to permit removal.

2. Package small and loose parts to avoid loss.

3. Mark components and packaged parts to permit reinstallation.

4. Store components, protected from construction operations, until reinstalled.

Onekama Consolidated Schools Bond 02 41 19.13 - 5

J. Remove demolished materials from site except where specifically noted otherwise. Do not burn or bury materials on site.

K. Remove materials as Work progresses. Upon completion of Work, leave areas in clean condition.

L. Remove temporary Work.

Bid Pack #2 - Secured Entry Structural Steel Framing Onekama Consolidated Schools Bond 05 12 00 - 1

SECTION 05 12 00

STRUCTURAL STEEL FRAMING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes structural steel.

B. This Section includes structural steel and architecturally exposed structural steel.

C. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 1 Section "Quality Control" for independent testing agency procedures and administrative requirements.

2. Division 5 Section "Metal Fabrications" for loose steel bearing plates and miscellaneous steel framing.

3. Division 9 Section "Special Coatings" for surface preparation and priming requirements.

4. Division 9 Section "Painting" for surface preparation and priming requirements.

1.3 PERFORMANCE REQUIREMENTS

A. Structural Performance: Engineer structural steel connections required by the Contract Documents to be selected or completed by the fabricator to withstand design loadings indicated.

B. Engineering Responsibility: Engage a fabricator who utilizes a qualified professional engineer to prepare calculations, and other structural data for structural steel connections.

1.4 QUALITY ASSURANCE

A. Installer Qualifications: Engage an experienced Installer who has completed structural steel work similar in material, design, and extent to that indicated for this Project and with a record of successful in-service performance.

B. Fabricator Qualifications: Engage a firm experienced in fabricating structural steel similar to that indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to fabricate structural steel without delaying the Work.

1. Fabricator must participate in the AISC Quality Certification Program and be designated an AISC-Certified Plant as follows:

Onekama Consolidated Schools Bond 05 12 00 - 2

a. Category: Category I, conventional steel structures.

b. Category: Category II, complex steel building structures.

c. Fabricator shall be registered with and approved by authorities having jurisdiction.

C. Comply with applicable provisions of the following specifications and documents:

1. AISC's "Specification for Structural Steel Buildings--Allowable Stress Design and Plastic

Design."

2. AISC's "Load and Resistance Factor Design (LFRD) Specification for Structural Steel

Buildings."

3. AISC's "Specification for Allowable Stress Design of Single-Angle Members."

4. AISC's "Specification for Load and Resistance Factor Design of Single-Angle Members."

5. AISC's "Seismic Provisions for Structural Steel Buildings."

6. ASTM A 6 (ASTM A 6M) "Specification for General Requirements for Rolled Steel Plates, Shapes, Sheet Piling, and Bars for Structural Use."

7. Research Council on Structural Connections' (RCSC) "Specification for Structural Joints

Using ASTM A 325 or A 490 Bolts."

8. Research Council on Structural Connections' (RCSC) "Load and Resistance Factor Design

Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."

D. Professional Engineer Qualifications: A professional engineer who is legally authorized to practice in the jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for projects with structural steel framing that are similar to that indicated for this Project in material, design, and extent.

E. Welding Standards: Comply with applicable provisions of AWS D1.1 "Structural Welding Code- -Steel."

1. Present evidence that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver structural steel to Project site in such quantities and at such times to ensure continuity of installation.

B. Store materials to permit easy access for inspection and identification. Keep steel members off the ground by using pallets, platforms, or other supports. Protect steel members and packaged materials from erosion and deterioration.

1. Store fasteners in a protected place. Clean and re-lubricate bolts and nuts that become dry or rusty before use.

2. Do not store materials on structure in a manner that might cause distortion or damage to members or supporting structures. Repair or replace damaged materials or structures as directed.

1.6 SEQUENCING

A. Supply anchorage items to be embedded in or attached to other construction without delaying the Work. Provide setting diagrams, templates, instructions, and directions, as required, for installation.

Onekama Consolidated Schools Bond 05 12 00 - 3

PART 2 - PRODUCTS

2.1 MATERIALS

A. Structural Steel Shapes, Plates, and Bars: As follows:

1. Carbon Steel: ASTM A 36 (ASTM A 36M).

2. High-Strength, Low-Alloy Columbium-Vanadium Steel: ASTM A 572 (ASTM A 572M), Grade 50.

3. High-Strength, Low-Alloy Structural Steel: ASTM A 588 (ASTM A 588M), Grade 50, corrosion resistant.

B. Cold-Formed Structural Steel Tubing: ASTM A 500, Grade B.

C. Hot-Formed Structural Steel Tubing: ASTM A 501.

D. Steel Pipe: ASTM A 53, Type E or S, Grade B.

1. Weight Class: Standard.

2. Weight Class: Extra strong.

3. Weight Class: Double-extra strong.

4. Finish: Black.

5. Finish: Galvanized.

6. Finish: Black, except where indicated to be galvanized.

E. Carbon-Steel Castings: ASTM A 27, Grade 65-35 (ASTM A 27M, Grade 450-240), medium-strength carbon steel.

F. High-Strength Steel Castings: ASTM A 148, Grade 80-50 (ASTM A 148M, (Grade 550-345).

G. Shear Connectors: ASTM A 108, Grade 1015 through 1020, headed-stud type, cold-finished carbon steel, AWS D1.1, Type B.

H. Anchor Rods, Bolts, Nuts, and Washers: As follows:

1. Unheaded Rods: ASTM A 36 (ASTM A 36M).

2. Unheaded Rods: ASTM A 572, Grade 50 (ASTM A 572M, Grade 345).

3. Unheaded Bolts: ASTM A 687, high strength.

4. Headed Bolts: ASTM A 307, Grade A (ASTM F 568, Property Class 4.6); carbon-steel, hex-head bolts; and carbon-steel nuts.

5. Headed Bolts: ASTM A 325 (ASTM A 325M), Type 1, heavy hex steel structural bolts and heavy hex carbon-steel nuts.

6. Headed Bolts: ASTM A 490 (ASTM A 490M), Type 1, heavy hex steel structural bolts and heavy hex carbon-steel nuts.

7. Washers: ASTM A 36 (ASTM A 36M).

I. Nonhigh-Strength Bolts, Nuts, and Washers: ASTM A 307, Grade A (ASTM F 568, Property Class 4.6); carbon-steel, hex-head bolts; carbon-steel nuts; and flat, unhardened steel washers.

1. Finish: Plain, uncoated.

2. Finish: Hot-dip zinc-coating, ASTM A 153, Class C.

3. Finish: Mechanically deposited zinc-coating, ASTM B 695, Class 50.

Onekama Consolidated Schools Bond 05 12 00 - 4

J. High-Strength Bolts, Nuts, and Washers: ASTM A 325 (ASTM A 325M), Type 1, heavy hex steel structural bolts, heavy hex carbon-steel nuts, and hardened carbon-steel washers.

1. Finish: Plain, uncoated.

2. Finish: Hot-dip zinc-coating, ASTM A 153, Class C.

3. Finish: Mechanically deposited zinc-coating, ASTM B 695, Class 50.

4. Direct-Tension Indicators: ASTM F 959, Type 325.

a. Finish: Plain, uncoated.

b. Finish: Mechanically deposited zinc-coating, ASTM B 695, Class 50.

c. Finish: Mechanically deposited zinc-coating, ASTM B 695, Class 50, epoxy coated.

K. High-Strength Bolts, Nuts, and Washers: ASTM A 490 (ASTM A 490M), Type 1, heavy hex steel structural bolts, heavy hex carbon-steel nuts, and hardened carbon-steel washers, uncoated.

1. Direct-Tension Indicators: ASTM F 959, Type 490, uncoated.

L. Welding Electrodes: Comply with AWS requirements.

2.2 PRIMER

A. Primer: Fast-curing, lead- and chromate-free, universal modified-alkyd primer with good resistance to normal atmospheric corrosion, complying with performance requirements of FS TT- P-664.

B. Primer: SSPC-Paint 25; red iron oxide, zinc oxide, raw linseed oil and alkyd primer.

C. Primer: SSPC-Paint 23, latex primer.

D. Primer: SSPC-Paint 15, Type I, red oxide.

E. Primer: Fabricator's standard lead- and chromate-free, nonasphaltic, rust-inhibiting primer.

F. Primer: Nonasphaltic primer complying with SSPC's "Painting System Guide No. 7.00."

G. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds and repair painting galvanized steel, with dry film containing not less than 93 percent zinc dust by weight, and complying with DOD-P-21035A or SSPC-Paint 20.

2.3 GROUT

A. Cement Grout: Portland cement, ASTM C 150, Type I; and clean, natural sand, ASTM C 404, Size No. 2. Mix at ratio of 1 part cement to 2-1/2 parts sand, by volume, with minimum water required for placement and hydration.

B. Metallic, Shrinkage-Resistant Grout: Premixed, factory-packaged, ferrous aggregate grout, complying with ASTM C 1107, of consistency suitable for application, and a 30-minute working time.

C. Nonmetallic, Shrinkage-Resistant Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout containing selected silica sands, portland cement, shrinkage compensating agents, plasticizing

Onekama Consolidated Schools Bond 05 12 00 - 5 and water-reducing agents, complying with ASTM C 1107, of consistency suitable for application, and a 30-minute working time.

2.4 FABRICATION

A. Fabricate and assemble structural steel in shop to greatest extent possible. Fabricate structural steel according to AISC specifications referenced in this Section and in Shop Drawings.

1. Camber structural steel members where indicated.

2. Identify high-strength structural steel according to ASTM A 6 (ASTM A 6M) and maintain markings until steel has been erected.

3. Mark and match-mark materials for field assembly.

4. Fabricate for delivery a sequence that will expedite erection and minimize field handling of structural steel.

5. Complete structural steel assemblies, including welding of units, before starting shop-priming operations.

6. Comply with fabrication tolerance limits of AISC's "Code of Standard Practice for Steel

Buildings and Bridges" for structural steel.

B. Fabricate architecturally exposed structural steel with exposed surfaces smooth, square, and free of surface blemishes, including pitting, rust and scale seam marks, roller marks, rolled trade names, and roughness.

1. Remove blemishes by filling, grinding, or by welding and grinding, prior to cleaning, treating, and shop priming.

2. Comply with fabrication requirements, including tolerance limits, of AISC's "Code of

Standard Practice for Steel Buildings and Bridges" for architecturally exposed structural steel.

C. Thermal Cutting: Perform thermal cutting by machine to greatest extent possible.

1. Plane thermally cut edges to be welded.

D. Finishing: Accurately mill ends of columns and other members transmitting loads in bearing.

E. Shear Connectors: Prepare steel surfaces as recommended by manufacturer of shear connectors.

Use automatic end welding of headed-stud shear connectors according to AWS D1.1 and manufacturer's printed instructions.

F. Steel Wall Framing: Select true and straight members for fabricating steel wall framing to be attached to structural steel framing. Straighten as required to provide uniform, square, and true members in completed wall framing.

G. Welded Door Frames: Build up welded door frames attached to structural steel framing. Weld exposed joints continuously and grind smooth. Plug-weld fixed steel bar stops to frames. Secure removable stops to frames with countersunk, cross-recessed head machine screws, uniformly spaced not more than 10 inches (250 mm) o.c., unless otherwise indicated.

H. Holes: Provide holes required for securing other work to structural steel framing and for passage of other work through steel framing members, as shown on Shop Drawings.

Onekama Consolidated Schools Bond 05 12 00 - 6

1. Cut, drill, or punch holes perpendicular to metal surfaces. Do not flame-cut holes or enlarge holes by burning. Drill holes in bearing plates.

2. Weld threaded nuts to framing and other specialty items as indicated to receive other work.

2.5 SHOP CONNECTIONS

A. Shop install and tighten nonhigh-strength bolts, except where high-strength bolts are indicated.

B. Shop install and tighten high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."

C. Shop install and tighten high-strength bolts according to RCSC's "Load and Resistance Factor Design Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."

1. Bolts: ASTM A 325 (ASTM A 325M) high-strength bolts, unless otherwise indicated.

2. Bolts: ASTM A 490 (ASTM A 490M) high-strength bolts, unless otherwise indicated.

3. Connection Type: Snug tightened, unless indicated as slip-critical, direct-tension, or tensioned shear/bearing connections.

4. Connection Type: Slip-critical, direct-tension, or tensioned shear/bearing connections as indicated.

D. Weld Connections: Comply with AWS D1.1 for procedures, appearance and quality of welds, and methods used in correcting welding work.

1. Assemble and weld built-up sections by methods that will maintain true alignment of axes without warp.

2. Verify that weld sizes, fabrication sequence, and equipment used for architecturally exposed structural steel will limit distortions to allowable tolerances. Prevent surface bleeding of back-side welding on exposed steel surfaces. Grind smooth exposed fillet welds 1/2 inch (13

mm) and larger. Grind flush butt welds. Dress exposed welds.

2.6 SHOP PRIMING

A. Shop prime steel surfaces, except the following:

1. Surfaces embedded in concrete or mortar. Extend priming of partially embedded members to a depth of 2 inches (50 mm).

2. Surfaces to be field welded.

3. Surfaces to be high-strength bolted with slip-critical connections.

4. Surfaces to receive sprayed-on fireproofing.

5. Galvanized surfaces.

B. Surface Preparation: Clean surfaces to be painted. Remove loose rust, loose mill scale, and spatter, slag, or flux deposits. Prepare surfaces according to SSPC specifications as follows:

1. SSPC-SP 2 "Hand Tool Cleaning."

2. SSPC-SP 3 "Power Tool Cleaning."

3. SSPC-SP 5 "White Metal Blast Cleaning."

4. SSPC-SP 6 "Commercial Blast Cleaning."

5. SSPC-SP 7 "Brush-Off Blast Cleaning."

6. SSPC-SP 8 "Pickling."

7. SSPC-SP 10 "Near-White Blast Cleaning."

8. SSPC-SP 11 "Power Tool Cleaning to Bare Metal."

Onekama Consolidated Schools Bond 05 12 00 - 7

C. Priming: Immediately after surface preparation, apply primer according to manufacturer's instructions and at rate recommended by SSPC to provide a dry film thickness of not less than 1.5 mils (0.038 mm). Use priming methods that result in full coverage of joints, corners, edges, and exposed surfaces.

1. Stripe paint corners, crevices, bolts, welds, and sharp edges.

2. Apply 2 coats of shop paint to inaccessible surfaces after assembly or erection. Change color of second coat to distinguish it from first.

D. Painting: Apply a 1-coat, nonasphaltic primer complying with SSPC's "Painting System Guide No. 7.00" to provide a dry film thickness of not less than 1.5 mils (0.038 mm).

2.7 GALVANIZING

A. Hot-Dip Galvanized Finish: Apply zinc coating by the hot-dip process to structural steel indicated for galvanizing according to ASTM A 123.

2.8 SOURCE QUALITY CONTROL

A. Correct deficiencies in or remove and replace structural steel that inspections and test reports indicate do not comply with specified requirements.

B. Additional testing, at Contractor's expense, will be performed to determine compliance of corrected Work with specified requirements.

C. Shop-bolted connections will be tested and inspected according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."

D. Shop-bolted connections will be tested and inspected according to RCSC's "Load and Resistance Factor Design Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."

1. Direct-tension indicator gaps will be verified to comply with ASTM F 959, Table 2.

E. In addition to visual inspection, shop-welded connections will be inspected and tested according to AWS D1.1 and the inspection procedures listed below, at testing agency's option.

1. Liquid Penetrant Inspection: ASTM E 165.

2. Magnetic Particle Inspection: ASTM E 709; performed on root pass and on finished weld.

Cracks or zones of incomplete fusion or penetration will not be accepted.

3. Radiographic Inspection: ASTM E 94 and ASTM E 142; minimum quality level "2-2T."

4. Ultrasonic Inspection: ASTM E 164.

F. In addition to visual inspection, shop-welded shear connectors will be inspected and tested according to requirements of AWS D1.1 for stud welding and as follows:

1. Bend tests will be performed when visual inspections reveal either less than a continuous

360-degree flash or welding repairs to any shear connector.

2. Tests will be conducted on additional shear connectors when weld fracture occurs on shear connectors already tested, according to requirements of AWS D1.1.

Onekama Consolidated Schools Bond 05 12 00 - 8

PART 3 - EXECUTION

3.1 EXAMINATION

A. Before erection proceeds, and with the steel erector present, verify elevations of concrete and masonry bearing surfaces and locations of anchorages for compliance with requirements.

B. Do not proceed with erection until unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Provide temporary shores, guys, braces, and other supports during erection to keep structural steel secure, plumb, and in alignment against temporary construction loads and loads equal in intensity to design loads. Remove temporary supports when permanent structural steel, connections, and bracing are in place, unless otherwise indicated.

1. Do not remove temporary shoring supporting composite deck construction until cast-in-place concrete has attained its design compressive strength.

3.3 ERECTION

A. Set structural steel accurately in locations and to elevations indicated and according to AISC specifications referenced in this Section.

B. Base and Bearing Plates: Clean concrete and masonry bearing surfaces of bond-reducing materials and roughen surfaces prior to setting base and bearing plates. Clean bottom surface of base and bearing plates.

1. Set base and bearing plates for structural members on wedges, shims, or setting nuts as required.

2. Tighten anchor bolts after supported members have been positioned and plumbed. Do not remove wedges or shims but, if protruding, cut off flush with edge of base or bearing plate prior to packing with grout.

3. Pack grout solidly between bearing surfaces and plates so no voids remain. Finish exposed surfaces, protect installed materials, and allow to cure.

a. Comply with manufacturer's instructions for proprietary grout materials.

C. Maintain erection tolerances of structural steel within AISC's "Code of Standard Practice for Steel Buildings and Bridges."

1. Maintain erection tolerances of architecturally exposed structural steel within AISC's "Code of Standard Practice for Steel Buildings and Bridges."

D. Align and adjust various members forming part of complete frame or structure before permanently fastening. Before assembly, clean bearing surfaces and other surfaces that will be in permanent contact. Perform necessary adjustments to compensate for discrepancies in elevations and alignment.

1. Level and plumb individual members of structure.

2. Establish required leveling and plumbing measurements on mean operating temperature of structure. Make allowances for difference between temperature at time of erection and mean temperature at which structure will be when completed and in service.

Onekama Consolidated Schools Bond 05 12 00 - 9

E. Splice members only where indicated.

F. Remove erection bolts on welded, architecturally exposed structural steel; fill holes with plug welds; and grind smooth at exposed surfaces.

G. Do not use thermal cutting during erection.

H. Finish sections thermally cut during erection equal to a sheared appearance.

I. Do not enlarge unfair holes in members by burning or by using drift pins. Ream holes that must be enlarged to admit bolts.

3.4 FIELD CONNECTIONS

A. Install and tighten nonhigh-strength bolts, except where high-strength bolts are indicated.

B. Install and tighten high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."

C. Install and tighten high-strength bolts according to RCSC's "Load and Resistance Factor Design Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."

1. Bolts: ASTM A 325 (ASTM A 325M) high-strength bolts, unless otherwise indicated.

2. Bolts: ASTM A 490 (ASTM A 490M) high-strength bolts, unless otherwise indicated.

3. Connection Type: Snug tightened, unless indicated as slip-critical, direct-tension, or tensioned shear/bearing connections.

4. Connection Type: Slip-critical, direct-tension, or tensioned shear/bearing connections as indicated.

D. Weld Connections: Comply with AWS D1.1 for procedures, appearance and quality of welds, and methods used in correcting welding work.

1. Comply with AISC specifications referenced in this Section for bearing, adequacy of temporary connections, alignment, and removal of paint on surfaces adjacent to field welds.

2. Assemble and weld built-up sections by methods that will maintain true alignment of axes without warp.

3. Verify that weld sizes, fabrication sequence, and equipment used for architecturally exposed structural steel will limit distortions to allowable tolerances. Prevent surface bleeding of back-side welding on exposed steel surfaces. Grind smooth exposed fillet welds 1/2 inch (13

mm) and larger. Grind flush butt welds. Dress exposed welds.

3.5 FIELD QUALITY CONTROL

A. Owner will engage an independent testing and inspecting agency to perform field inspections and tests and to prepare test reports.

1. Testing agency will conduct and interpret tests and state in each report whether tested Work complies with or deviates from requirements.

B. Correct deficiencies in or remove and replace structural steel that inspections and test reports indicate do not comply with specified requirements.

Onekama Consolidated Schools Bond 05 12 00 - 10

C. Additional testing, at Contractor's expense, will be performed to determine compliance of corrected Work with specified requirements.

D. Field-bolted connections will be tested and inspected according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."

E. Field-bolted connections will be tested and inspected according to RCSC's "Load and Resistance Factor Design Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."

1. Direct-tension indicator gaps will be verified to comply with ASTM F 959, Table 2.

F. In addition to visual inspection, field-welded connections will be inspected and tested according to AWS D1.1 and the inspection procedures listed below, at testing agency's option.

1. Liquid Penetrant Inspection: ASTM E 165.

2. Magnetic Particle Inspection: ASTM E 709; performed on root pass and on finished weld.

Cracks or zones of incomplete fusion or penetration will not be accepted.

3. Radiographic Inspection: ASTM E 94 and ASTM E 142; minimum quality level "2-2T."

4. Ultrasonic Inspection: ASTM E 164.

5. In addition to visual inspection, field-welded shear connectors will be inspected and tested according to requirements of AWS D1.1 for stud welding and as follows:

6. Bend tests will be performed when visual inspections reveal either less than a continuous

360-degree flash or welding repairs to any shear connector.

7. Tests will be conducted on additional shear connectors when weld fracture occurs on shear connectors already tested, according to requirements of AWS D1.1.

3.6 CLEANING

A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint. Apply paint to exposed areas using same material as used for shop painting.

1. Apply by brush or spray to provide a minimum dry film thickness of 1.5 mils (0.038 mm).

B. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint on structural steel are included in Division 9 Section "Painting."

C. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and apply galvanizing repair paint according to ASTM A 780.

Bid Pack #2 - Secured Entry Cold-Formed Metal Framing Onekama Consolidated Schools Bond 05 40 00 - 1

SECTION 05 40 00

COLD-FORMED METAL FRAMING

PART 1 -PART 1 GENERAL

1.1 DESCRIPTION

A. The General Conditions, Supplementary Conditions and all other applicable parts of the Contract Documents are hereby made a part of this Section.

B. This work consists of furnishing and installing all metal stud wall framing and metal joist floor, complete with incidentals and accessories, in accordance with the Drawings and Specifications.

C. Related work specified elsewhere:

1. Masonry, Section 040000.

2. Structural Steel, Section 051200.

3. Carpentry, Section 060000.

4. Caulking and Sealing, Section 079000.

1.2 QUALITY ASSURANCE

A. Any procedure, material, or operation specified by reference to the American Society for Testing and Materials (A.S.T.M.) or other recognized Standard, shall comply with the requirements of the current issue of the referenced Specification or Standard.

B. The more stringent shall govern in conflict between this Specification and listed Standards. In conflicts between listed Standards, the more stringent requirements shall govern.

C. Design steel studs in accordance with AISI Publication Specification for the Design of Cold-formed Steel Structural Members, except as otherwise shown or specified

1.3 SUBMITTALS

A. Manufacturers Literature and Data: Showing stud sections and specifying structural characteristics.

B. Shop drawings and calculations shall bear the seal of a professional engineer registered in Michigan

PART 2 -PART 2 PRODUCTS

2.1 MATERIALS

A. All studs and joists 12, 14, and 16 gage shall be galvanized and formed from steel that corresponds to ASTM A446. Structural calculations should be prepared utilizing Grade D with a minimum yield strength of 50000 p.s.i.

Onekama Consolidated Schools Bond 05 40 00 - 2

B. 18 and 20 gauge studs shall be galvanized, and all painted track, bridging, end closures and accessories shall be formed from steel that corresponds to the requirements of ASTM A446, Grade A, with a minimum yield of 33000 p.s.i.

C. All studs and accessories shall be formed from steel having an A-60 galvanized coating, meeting ASTM A525 and C955.

D. Self-drilling, self-tapping screws, bolts, nuts and washers: ASTM A123 hot dipped galvanized to 1.25 oz./sq. ft.

E. Welding in accordance with AWS D1.3.

PART 3 -PART 3 EXECUTION

3.1 FABRICATION

A. If framing is to be prefabricated, the Contractor shall submit fabrication and erection drawings to the Architect or engineer to obtain approval prior to prefabrication of framing.

B. Framing components may be preassembled into panels prior to erecting. Prefabricated panels shall be square with components attached in a manner as to prevent racking.

C. All framing components shall be cut squarely for attachment to perpendicular members, or as required for an angular fit against abutting members. Members shall be held positively in place until properly fastened.

D. Axially loaded studs shall be installed in a manner which will assure that ends of the studs are positioned against the inside track web, prior to stud and track attachment.

E. Insulation: Fully insulate all voids at built-up post and header members.

3.2 LAYOUT

A. Meet with plumbing, HVAC, electrical, etc., Trades prior to erection to identify any interferences and to coordinate framing layout with their work.

B. Provide solid wood blocking in walls behind all cabinetry/ casework, toilet and bath accessories locations or as recommended by product manufacturer.

3.3 ERECTION

A. Securely anchor tracks to supports as shown.

B. At butt joints, securely anchor two pieces of track to same supporting member or butt-weld or splice together.

C. Plumb, align, and securely attach studs to flanges or webs of both upper and lower tracks.

D. Install jack studs above and below openings and as required to furnish support. Securely attach jack studs to supporting members.

Onekama Consolidated Schools Bond 05 40 00 - 3

E. Attach bridging for studs in a manner to prevent stud rotation. Space bridging rows at 4'- 0" o.c. maximum.

F. Studs shall be in one piece for their entire length. Splices will not be permitted.

G. If prefabricated frames are built, handle and lift in a manner as to not distort any member.

H. Install double deflection track assemblies at full height walls and as shown on drawings.

3.4 FIELD REPAIR

A. Touch-up damaged galvanizing with galvanizing repair paint.

Bid Pack #2 - Secured Entry Miscellaneous Metals Onekama Consolidated Schools Bond 05 50 00 - 1

SECTION 05 50 00

MISCELLANEOUS METALS

1. PART 1 GENERAL

1.1 SECTION INCLUDES

A. This section covers furnishing and installing all items of miscellaneous metal, as shown on drawings, as herein specified and/or as required for a complete job.

2. PART 2 PRODUCTS

2.1 MATERIALS

A. Steel Lintels & Miscellaneous Structural Steel: All steel shall conform to "Structural Steel, ASTM A36 Specifications: latest edition.

B. All members shall be shop painted one (1) shop coat of gray oil primer and spot primed over welds and scratches as required.

C. Refer to drawings for steel lintel sizes.

3. PART 3 EXECTION

3.1 INSTALLATION

A. Steel Lintels & Miscellaneous Structural Steel: Fabrication for all Structural Steel shall be in accordance with the latest edition, including any addendum of the AISC Specification, entitled "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings".

3.2 ERECTION

A. Erection shall be in accordance with manufacturer's recommendations and the latest AISC Specifications for Fabrication and Erection of Structural Steel for Buildings.

Bid Pack #2 - Secured Entry Rough Carpentry Onekama Consolidated Schools Bond 06100 - 1

SECTION 06100

ROUGH CARPENTRY

1. PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Framing with dimension lumber.

2. Framing with engineered wood products.

3. Wood furring, grounds, nailers, and blocking.

4. Sheathing.

5. Utility shelving.

B. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 6 Section "Finish Carpentry" for nonstructural carpentry items exposed to view and not specified in another Section.

1.3 DEFINITIONS

A. Rough Carpentry: Carpentry work not specified in other Sections and not exposed, unless otherwise specified.

B. Exposed Framing: Dimension lumber not concealed by other construction and indicated to receive a stained or natural finish.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Keep materials under cover and dry. Protect from weather and contact with damp or wet surfaces. Stack lumber, plywood, and other panels. Provide for air circulation within and around stacks and under temporary coverings.

1. For lumber and plywood pressure treated with waterborne chemicals, place spacers between each bundle to provide air circulation.

2. PART 2 PRODUCTS

2.1 LUMBER, GENERAL

A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," and with applicable grading rules of inspection agencies certified by ALSC's Board of Review.

Onekama Consolidated Schools Bond 06100 - 2

B. Inspection Agencies: Inspection agencies, and the abbreviations used to reference them, include the following:

1. NELMA - Northeastern Lumber Manufacturers Association.

2. NLGA - National Lumber Grades Authority (Canadian).

3. RIS - Redwood Inspection Service.

4. SPIB - Southern Pine Inspection Bureau.

5. WCLIB - West Coast Lumber Inspection Bureau.

6. WWPA - Western Wood Products Association.

C. Grade Stamps: Provide lumber with each piece factory marked with grade stamp of inspection agency evidencing compliance with grading rule requirements and identifying grading agency, grade, species, moisture content at time of surfacing, and mill.

1. For exposed…