owner: city of altamonte springs - morton construction fleet bid_specs..pdf · 2013.017.o 00 0110 -...

Alterations To

Fleet Maintenance Facility

For

City Of Altamonte Springs

TECHNICAL SPECIFICATIONS

BAE PROJECT NO. 2013.017.O October 20, 2016

Owner:

City of Altamonte Springs

651 West Warren Avenue, Longwood, Florida 32750 T 407 331 6116 F 407 331 4566 www.baeonline.com

2013.017.O 00 0110 - 1 TABLE OF CONTENTS

SECTION 00 0110

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

Division 00 -- Procurement and Contracting Requirements

00 0110 - Table of Contents

SPECIFICATIONS

Division 01 -- General Requirements

01 1000 - Summary

01 3000 - Administrative Requirements

01 4000 - Quality Requirements

01 5213 Field Offices and Sheds

01 6000 - Product Requirements

01 7800 - Closeout Submittals

Division 02 -- Existing Conditions

02 4000 Alteration Work Generally

02 4100 Demolition

Division 03 Concrete

03 3000 Cast-In-Place Concrete

03 3600 Dye Stained Colored Mechanically Ground and Polished Concrete

Division 04 -- Masonry (Not Used)

Division 05 Metals

05 1200 Structural Steel Framing

05 3100 Steel Decking

05 4000 Cold-Formed Metal Framing

05 5000 Metal Fabrications

05 5100 Metal Stairs

05 5213 Pipe and Tube Railings

Division 06 -- Wood, Plastics, and Composites

06 1000 - Rough Carpentry

06 2000 Finished Carpentry

06 6100 Solid Plastic Vanities

Division 07 -- Thermal and Moisture Protection

07 2100 Thermal Insulation

07 2713 Self Adhered Sheet Membrane Air Barriers

07 9200 - Joint Sealers


Division 08 -- Openings

08 1113 Hollow Metal Doors and Frames

08 1416 Flush Wood Doors

08 3313 Coiling Counter Doors

08 4313 Aluminum Framed Storefronts

08 5659 Service And Teller Window Units

08 7100 Door Hardware

08 8000 - Glazing

Division 09 -- Finishes

09 2116 Gypsum Board Assemblies

09 3000 Tiling

09 5100 Suspended Acoustical Ceilings

09 6500 Resilient Flooring

09 6700 Fluid Applied Flooring

09 9113 Exterior Painting

09 9123 Interior Painting

09 7504 Quartz Wall Finishes

09 7733 Glass Fiber Reinforced Plastic Panels

Division 10 -- Specialties

10 1400 Signage

10 2113.19 Plastic Toilet Compartments

10 2800 - Toilet, Bath and Laundry Accessories

10 5100 - Lockers

10 7300 Extruded Aluminum Canopy

Division 11 -- Equipment (Not Used)

Division 12 -- Furnishings (Not Used)

Division 13 -- Special Construction

13 3419 Metal Building Systems

Division 14 -- Conveying Equipment (Not Used)


Division 21 Fire Suppression

21 0517 - Sleeves and Sleeve Seals for Fire-Suppression Piping

21 0518 - Escutcheons for Fire-Suppression Piping

21 1313 - Wet-Pipe Sprinkler Systems

Division 22 -- Plumbing

22 0517 - Sleeves and Sleeve Seals for Plumbing Piping

22 0518 - Escutcheons for Plumbing Piping

22 0529 - Hangers and Supports for Plumbing Piping and Equipment

22 0553 - Identification for Plumbing Piping and Equipment

22 0700 - Plumbing Insulations

22 1116 Domestic Water Piping

22 1119 Domestic Water Piping Specialties

22 1316 - Sanitary Waste and Vent Piping

22 1319 - Sanitary Waste Piping Specialties

22 3300- Electric Domestic Water Heaters

22 4000- Plumbing Fixtures

22 4700 - Drinking Fountains and Water Coolers

Division 23 -- Heating, Ventilating, and Air-Conditioning (HVAC)

23 0513 - Common Motor Requirements for HVAC Equipment

23 0517 - Sleeves and Sleeve Seals for HVAC Piping

23 0518 - Escutcheons for HVAC Piping

23 0529 - Hangers and Supports for HVAC Piping and Equipment

23 0548 - Vibration and Seismic Controls For HVAC Piping and Equipment

23 0553 - Identification for HVAC Piping and Equipment

23 0593 - Testing, Adjusting, and Balancing for HVAC

23 0713 - Duct Insulation

23 0719 - HVAC Piping Insulation

23 0993- Sequence of Operations for HVAC Controls

23 2300 - Refrigerant Piping

23 3113 - Metal Ducts

23 3300 - Air Duct Accessories

23 3423 - HVAC Power Ventilators

23 3713 - Diffusers, Registers, and Grilles

23 8126 - Split-System Air-Conditioners


Division 26 -- Electrical

26 0500 - Basic Electrical Requirements

26 0519 - Low-Voltage Electrical Power Conductors and Cables

26 0526 - Grounding and Bonding For Electrical Systems

26 0529 - Hangers and Supports for Electrical Systems

26 0533 - Raceway and Boxes for Electrical Systems

26 0553 - Identification for Electrical Systems

26 0923 - Lighting Control Devices

26 2416 Panelboards

26 2713 Electricity Metering and Utility Service Entrance

26 2726 - Wiring Devices

26 2813 - Fuses

26 2816 - Enclosed Switches and Circuit Breakers

26 3600 Transfer Switches

26 4313 - Surge Protection Devices

26 5100 - Interior Lighting

26 5600 - Exterior Lighting

Division 28 -- Electronic Safety and Security

28 3111 - Digital, Addressable Fire-Alarm System

Division 31 Earthwork (Not Used)

Appendix

Door Hardware Schedule

END OF TABLE OF CONTENTS

2013.017.O 01 1000 - 1 SUMMARY

SECTION 01 1000SUMMARY

PART 1 GENERAL1.01 PROJECT

A. Project Name: ALTERATIONS TO FLEET MAINTENANCE FACILITYB. Owner's Name: CITY OF ALTAMONTE SPRINGSC. The Project consists of altering the interior of the existing Fleet Maintenance Shop along with

miscellaneous site work.1.02 CONTRACT DESCRIPTION

A. A. Contract Type: A single prime contract based on a Stipulated Price.1.03 OWNER OCCUPANCY

A. Owner will occupy the building throughout the project. Contractor and sub-contractors shallfollow all security procedures as set forth by The City of Altamonte Springs.

B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.C. Schedule the Work to accommodate Owner occupancy.

1.04 CONTRACTOR USE OF SITE AND PREMISESA. A. Provide access to and from site as required by law and by Owner:

1. Emergency Building Exits During Construction: Keep all exits required by code open duringconstruction period; provide temporary exit signs if exit routes are temporarily altered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.1.05 SPECIFICATION SECTIONS APPLICABLE TO ALL CONTRACTS

A. Unless otherwise noted, all provisions of the sections listed below apply to all contracts. Specificitems of work listed under individual contract descriptions constitute exceptions.

B. Section 01 3000 - Administrative Requirements.C. Section 01 4000 - Quality Requirements.D. Section 01 5213 - Field Offices and ShedsE. Section 01 6000 - Product RequirementsF. Section 01 7800 - Closeout Submittals

END OF SECTION

2013.017.O 01 3000 - 1 ADMINISTRATIVE REQUIREMENTS

SECTION 01 3000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Electronic document submittal service.

B. Preconstruction meeting.

C. Progress meetings.

D. Construction progress schedule.

E. Coordination drawings.

F. Submittals for review, information, and project closeout.

G. Number of copies of submittals.

H. Submittal procedures.

1.02 RELATED REQUIREMENTS

A. Section 01 7800 - Closeout Submittals: Project record documents.

PART 2 PRODUCTS -NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF) format and transmitted electronically to the Architect.

1. Besides submittals for review, information, and closeout, this procedure applies to requests forinformation (RFIs), progress documentation, contract modification documents (e.g. supplementaryinstructions, change proposals, change orders), applications for payment, field reports andmeeting minutes, and any other document any participant wishes to make part of the projectrecord.

2. All other specified submittal and document transmission procedures apply, except thatelectronic document requirements do not apply to samples or color selection charts.

3.02 PRECONSTRUCTION MEETING

A. Attendance Required: 1. Owner.2. Architect.3. Contractor.

B. Agenda: 1. Execution of Owner-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 the parties to Contract and Architect.6. Procedures and processing of field decisions, submittals, substitutions, applications for

payments, proposal request, Change Orders, and Contract closeout procedures.7. Scheduling.

C. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.


3.03 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work at maximum bi-monthly intervals. B. Attendance Required: Job superintendent, Contractor's Project Manager, Owner, Architect, as

appropriate to agenda topics for each meeting. C. Agenda:

1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems that impede, or will 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. Maintenance of quality and work standards. 10. Effect of proposed changes on progress schedule and coordination. 11. Other business relating to Work.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to

Architect, Owner, participants, and those affected by decisions made.

3.04 CONSTRUCTION PROGRESS SCHEDULE

A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work.

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

D. Within 10 days after joint review, submit complete schedule.

E. Submit updated schedule with each Application for Payment.

3.05 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. 4. Samples for verification.

B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents.

C. Samples will be reviewed only for aesthetic, color, or finish selection.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800 -Closeout Submittals.

3.06 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information: 1. Design data. 2. Certificates. 3. Test reports. 4. Inspection reports


5. Manufacturer's instructions.6. Manufacturer's field reports.7. Other types indicated.

B. Submit for Architect's knowledge as contract administrator or for Owner. No action will be taken.

3.07 SUBMITTALS FOR PROJECT CLOSEOUT

A. When the following are specified in individual sections, submit them at project closeout: 1. Project record documents.2. Operation and maintenance data.3. Warranties.4. Bonds.5. Other types as indicated.

B. Submit for Owner's benefit during and after project completion.

3.08 NUMBER OF COPIES OF SUBMITTALS

A. Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.

B. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect.

1. After review, produce duplicates.2. Retained samples will not be returned to Contractor unless specifically so stated.

3.09 SUBMITTAL PROCEDURES

A. Transmit each submittal with a copy of approved submittal form.

B. Transmit each submittal with approved form.

C. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix.

D. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy.

E. 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 the requirements of the Work and Contract Documents.

F. Schedule submittals to expedite the Project, and coordinate submission of related items.

G. For each submittal for review, allow 10 business days excluding delivery time to and from the Contractor. H. Identify variations from Contract Documents and Product or system limitations that may be detrimental to

successful performance of the completed Work. I. Provide space for Contractor and Architect review stamps.

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

K. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.

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

END OF SECTION

2013.017.O 01 4000 - 1 QUALITY REQUIREMENTS

SECTION 01 4000

QUALITY REQUIREMENTS

PART 1 GENERAL


A. Control of installation.

B. Testing and inspection services.


A. Section 01 3000 -Administrative Requirements: Submittal procedures.

B. Section 01 6000 -Product Requirements: Requirements for material and product quality.

1.03 REFERENCE STANDARDS

A. ASTM C1021 -Standard Practice for Laboratories Engaged in Testing of Building Sealants; 2008 (Reapproved 2014).

B. ASTM C1077 -Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation; 2014.

C. ASTM C1093 -Standard Practice for Accreditation of Testing Agencies for Masonry; 2013.

D. ASTM D3740 -Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction; 2012a.

E. ASTM E329 -Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2014a.

F. ASTM E543 -Standard Specification for Agencies Performing Nondestructive Testing; 2013.

1.04 SUBMITTALS

A. Testing Agency Qualifications: 1. Prior to start of Work, submit agency name, address, and telephone number, and names of full

time registered Engineer and responsible officer.B. Test Reports: After each test/inspection, promptly submit two copies of report to Architect and to

Contractor. 1. Include:

a. Date issued.b. Project title and number.c. Name of inspector.d. Date and time of sampling or inspection.e. Identification of product and specifications section.f. Location in the Project.g. Type of test/inspection.h. Date of test/inspection.i. Results of test/inspection.j. Conformance with Contract Documents.k. When requested by Architect, provide interpretation of results.


1.05 TESTING AND INSPECTION AGENCIES

A. Contractor shall employ and pay for services of an independent testing agency to perform other specified testing.

B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

C. Contractor Employed Agency: 1. Testing agency: Comply with requirements of ASTM E 329, ASTM E 543, ASTM C 1021, ASTM C 1077, and ASTM C 1093. 2. Inspection agency: Comply with requirements of ASTM D3740 and ASTM E329.

3. Laboratory: Authorized to operate in the State in which the Project is located. 4.Laboratory Staff: Maintain a full time registered Engineer on staff to review services.

5.Testing Equipment: Calibrated at reasonable intervals either by NIST or using an NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program.

PART 2 PRODUCTS -NOT USED

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have Work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses,

vibration, physical distortion, and disfigurement.


3.02 TESTING AND INSPECTION

A. Testing Agency Duties: 1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of

services. 2. Perform specified sampling and testing of products in accordance with specified standards. 3. Ascertain compliance of materials and mixes with requirements of Contract Documents. 4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of Work

or products. 5. Perform additional tests and inspections required by Architect. 6. Submit reports of all tests/inspections specified.

B. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Agency may not approve or accept any portion of the Work. 3. Agency may not assume any duties of Contractor. 4. Agency has no authority to stop the Work. C. Contractor Responsibilities:

1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities.

3. Provide incidental labor and facilities: a. To provide access to Work to be tested/inspected. b. To obtain and handle samples at the site or at source of Products to be tested/inspected. c. To facilitate tests/inspections. d. To provide storage and curing of test samples.

4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.

5. Employ services of an independent qualified testing laboratory and pay for additional sample tests, and inspections required by Contractor beyond specified requirements.

6. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

1. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect.

2. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor.

3.03 DEFECT ASSESSMENT

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

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

END OF SECTION

2013.017.O 01 5213 - 1 FIELD OFFICES AND SHEDS

SECTION 01 5213FIELD OFFICES AND SHEDS

PART 1 GENERAL1.01 SECTION INCLUDES

A. Temporary field offices for use of Contractor.1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary: use of premises and responsibility for providing field offices.1.03 USE OF EXISTING FACILITIES

A. Existing facilities shall not be used for field offices.PART 2 PRODUCTS2.01 MATERIALS, EQUIPMENT, FURNISHINGS

A. Materials, Equipment, Furnishings: Serviceable, new or used, adequate for required purpose.2.02 CONTRACTOR OFFICE AND FACILITIES

A. Size: For Contractor's needs and to provide space for project meetings.END OF SECTION

2013.017.O 01 6000 - 1 PRODUCT REQUIREMENTS

SECTION 01 6000PRODUCT REQUIREMENTS

PART 1 GENERAL1.01 1.01 SECTION INCLUDES

A. General product requirements.B. Re-use of existing products.C. Transportation, handling, storage and protection.D. Product option requirements.E. Substitution limitations and procedures.F. Maintenance materials, including extra materials, spare parts, tools, and software.

1.02 1.02 SUBMITTALSA. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to

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

B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electricalcharacteristics, utility connection requirements, and location of utility outlets for service forfunctional equipment and appliances.

C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integralparts and attachment devices. Coordinate sample submittals for interfacing work.1. For selection from standard finishes, submit samples of the full range of the

manufacturer's standard colors, textures, and patterns.PART 2 PRODUCTS2.01 2.01 EXISTING PRODUCTS

A. Do not use materials and equipment removed from existing premises unless specificallyrequired or permitted by the Contract Documents.

B. Unforeseen historic items encountered remain the property of the Owner; notify Owner promptlyupon discovery; protect, remove, handle, and store as directed by Owner.

C. Existing materials and equipment indicated to be removed, but not to be re-used, relocated,reinstalled, delivered to the Owner, or otherwise indicated as to remain the property of theOwner, become the property of the Contractor; remove from site.

D. Reused Products: Reused products include materials and equipment previously used in this orother construction, salvaged and refurbished as specified.

2.02 2.02 NEW PRODUCTSA. Provide new products unless specifically required or permitted by the Contract Documents.B. DO NOT USE products having any of the following characteristics:C. Made using or containing CFC's or HCFC's.D. Where all other criteria are met, Contractor shall give preference to products that:

1. If used on interior, have lower emissions, as defined in Section 01 6116.2. If wet-applied, have lower VOC content, as defined in Section 01 6116.3. Are extracted, harvested, and/or manufactured closer to the location of the project.4. Result in less construction waste.5. Have a published GreenScreen Chemical Hazard Analysis.

E. Adhesives and Joint Sealants:1. Provide only products having lower volatile organic compound (VOC) content than required

by South Coast Air Quality Management District Rule No.1168.2. Require each installer to certify compliance and submit product data showing product

content.


3. Specific Product Categories: Comply with limitations specified elsewhere.2.03 2.03 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Use any product meetingthose standards or description.

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

C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:Submit a request for substitution for any manufacturer not named.

D. Products shall have Florida Product Approval NOA.2.04 2.04 MAINTENANCE MATERIALS

A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified inindividual specification sections.

B. Deliver to Project site; obtain receipt prior to final payment.PART 3 EXECUTION3.01 3.01 SUBSTITUTION PROCEDURES

A. Instructions to Bidders specify time restrictions for submitting requests for substitutions duringthe bidding period. Comply with requirements specified in this section.

B. Document each request with complete data substantiating compliance of proposed substitutionwith Contract Documents.

C. A request for substitution constitutes a representation that the submitter:1. Has investigated proposed product and determined that it meets or exceeds the quality

level of the specified product.2. Will provide the same warranty for the substitution as for the specified product.3. Will coordinate installation and make changes to other Work that may be required for the

Work to be complete with no additional cost to Owner.4. Waives claims for additional costs or time extension that may subsequently become

apparent.D. Substitution Submittal Procedure:

1. Submit three copies of request for substitution for consideration. Limit each request to oneproposed substitution.

2. Submit shop drawings, product data, and certified test results attesting to the proposedproduct equivalence. Burden of proof is on proposer.

3. The Architect will notify Contractor in writing of decision to accept or reject request.3.02 3.02 TRANSPORTATION AND HANDLING

A. Coordinate schedule of product delivery to designated prepared areas in order to minimize sitestorage time and potential damage to stored materials.

B. Transport and handle products in accordance with manufacturer's instructions.C. Transport materials in covered trucks to prevent contamination of product and littering of

surrounding areas.D. Promptly inspect shipments to ensure that products comply with requirements, quantities are

correct, and products are undamaged.E. Provide equipment and personnel to handle products by methods to prevent soiling,

disfigurement, or damage.F. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.03 3.03 STORAGE AND PROTECTIONA. Designate receiving/storage areas for incoming products so that they are delivered according to

installation schedule and placed convenient to work area in order to minimize waste due toexcessive materials handling and misapplication.


B. Store and protect products in accordance with manufacturers' instructions.C. Store with seals and labels intact and legible.D. Store sensitive products in weather tight, climate controlled, enclosures in an environment

favorable to product.E. For exterior storage of fabricated products, place on sloped supports above ground.F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to

prevent condensation and degradation of products.G. Prevent contact with material that may cause corrosion, discoloration, or staining.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.END OF SECTION

2013.017.O 01 7800 - 1 CLOSEOUT SUBMITTALS

SECTION 01 7800

CLOSEOUT SUBMITTALS PART 1 GENERAL


A. Project Record Documents.

B. Operation and Maintenance Data.

C. Warranties and bonds.


A. Section 01 3000 - Administrative Requirements: Submittals procedures, shop drawings, product data, and samples.

B. Individual Product Sections: Specific requirements for operation and maintenance data.

C. Individual Product Sections: Warranties required for specific products or Work.

1.03 SUBMITTALS

A. Project Record Documents: Submit documents to Architect with claim for final Application for Payment B. Operation and Maintenance Data:

1. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of

2. Work. Architect will review draft and return one copy with comments. 3. For equipment, or component parts of equipment put into service during construction and

operated by Owner, submit completed documents within ten days after acceptance. 4. Submit one copy of completed documents 15 days prior to final inspection. This copy will be

reviewed and returned after final inspection, with Architect comments. Revise content of all document sets as required prior to final submission.

5. Submit two sets of revised final documents in final form within 10 days after final inspection. 6. Submit two CD's or DVD' containing the Operation and Maintenance Data in electronic pdf

format. C. Warranties and Bonds:

1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within 10 days after acceptance.

2. Make other submittals within 10 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 10 days after acceptance, listing the date of acceptance as the beginning of the warranty period.

PART 2 EXECUTION

2.01 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.

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


C. Store record documents separate from documents used for construction. Record information concurrent with construction progress.

D. Specifications: Legibly mark and record at each product section description of actual product 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.

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

2.02 OPERATION AND MAINTENANCE DATA

A. Source Data: For each product or system, list names, addresses and telephone numbers of B. Subcontractors and suppliers, including local source of supplies and replacement parts.

C. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information.

D. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings.

E. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions.

2.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES

A. For Each Product, Applied Material, and Finish:

B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents and methods, precautions against detrimental cleaning agents and methods, and recommended schedule for cleaning and maintenance.

C. Where additional instructions are required, beyond the manufacturer's standard printed instructions, have instructions prepared by personnel experienced in the operation and maintenance of the specific products.

2.04 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS

A. For Each Item of Equipment and Each System: 1. Description of unit or system, and component parts. 2. Identify function, normal operating characteristics, and limiting conditions. 3. Include performance curves, with engineering data and tests. 4. Complete nomenclature and model number of replaceable parts.

B. Where additional instructions are required, beyond the manufacturer's standard printed instructions,

have instructions prepared by personnel experienced in the operation and maintenance of the specific products.

C. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any special operating instructions.

D. Maintenance Requirements: Include routine procedures and guide for preventative maintenance and troubleshooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions.

E. Provide servicing and lubrication schedule, and list of lubricants required.

F. Include manufacturer's printed operation and maintenance instructions.

G. G. Include sequence of operation by controls manufacturer.


H. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance.

I. Additional Requirements: As specified in individual product specification sections.

2.05 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS

A. Assemble operation and maintenance data into durable manuals for Owner's personnel use, with data arranged in the same sequence as, and identified by, the specification sections.

B. Where systems involve more than one specification section, provide separate tabbed divider for each system.

C. Prepare instructions and data by personnel experienced in maintenance and operation of described products.

D. Prepare data in the form of an instructional manual.

E. Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with durable plastic covers; 2-inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings.

F. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; identify title of Project; identify subject matter of contents.

G. Project Directory: Title and address of Project; names, addresses, and telephone numbers of Architect, Consultants, Contractor and subcontractors, with names of responsible parties.

H. Tables of Contents: List every item separated by a divider, using the same identification as on the divider tab; where multiple volumes are required, include all volumes Tables of Contents in each volume, with the current volume clearly identified.

I. Dividers: Provide tabbed dividers for each separate product and system; identify the contents on the divider tab; immediately following the divider tab include a description of product and major component parts of equipment.

J. Text: Manufacturer's printed data, or typewritten data on 24-pound paper.

K. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages.

L. Arrange content by systems under section numbers and sequence of Table of Contents of this Project Manual.

M. Contents: Prepare a Table of Contents for each volume, with each product or system description identified, in three parts as follows:

1. Part 1: Directory, listing names, addresses, and telephone numbers of Architect, Contractor,

Subcontractors, and major equipment suppliers. 2. Part 2: Operation and maintenance instructions, arranged by system and subdivided by

specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following:

a. Significant design criteria. b. List of equipment. c. Parts list for each component. d. Operating instructions. e. Maintenance instructions for equipment and systems. f. Maintenance instructions for special finishes, including recommended cleaning methods

and materials, and special precautions identifying detrimental agents. 3. Part 3: Project documents and certificates, including the following:

a. Shop drawings and product data.


2.06 WARRANTIES AND BONDS

A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until the Date of Substantial completion is determined.

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

C. Co-execute submittals when required.

D. Retain warranties and bonds until time specified for submittal.

E. All warranties shall cover materials and workmanship.

END OF SECTION

2013.017.O 02 4000-1 ALTERATION WORK GENERALLY

SECTION 02 4000

ALTERATION WORK GENERALLY

PART 1 GENERAL

1.01 EXISTING CONDITIONS

A. Drawings reflect approximate existing conditions. Minor discrepancies will not relieve the Contractor from completing the work in accordance with the intent set forth. Except as indicated otherwise, new work shall line with, match and work out with existing.

1.02 EXISTING EQUIPMENT

A. Upon proper notice all free standing furnishings and equipment will be removed by the Owner from the areas in which the Contractor is to do the work. Where the nature of the work requires, disconnect and remove any anchored or connected equipment and reinstall same upon completion of the work. Protect any remaining equipment in any case.

B. Reinstall (rework if required) any brackets, braces, attachments, etc. of items to remain and which were disturbed as a result of the alterations.

1.03 LIFE SAFETY

A. During construction, continually maintain all existing fire exits and fire protection systems unless other measures of equivalent safety are taken.

B. In work areas, protect any existing smoke detectors with plastic bags or covers so that construction dust does not send false signals; remove covers as soon as work in that area is complete.

PART 2 CUTTING, RESTORATION & PATCHING

2.01 GENERAL

A. It is the intention of these specifications that all required items be built into new work such that cutting and patching is not required. The Contractor shall coordinate the work of all trades to achieve this end.

B. Where work is to be installed in the existing work to remain, the installation shall be made in the neatest practical manner which causes the least damage to the structure and to the finished surfaces and which will produce the neatest result.

2.02 SCOPE

A. Patch all surfaces (interior and exterior) with matching materials where noted, where damaged by construction work, where new devices are installed in or on surface, where existing equipment or construction is removed and where existing defects become permanently exposed as a result of operations.

B. Repair and patch all existing holes, tears, breaks, etc. in existing floors, walls and ceilings of rooms which are a result of the work.

C. Where results of demolition work will not be exposed, surfaces and elements must be structurally restored.


2.03 GENERAL RESTORATION AND PATCHING A. Where damage is caused to existing lawns, shrubbery, walks, paving, utilities, mechanical and electrical

systems, etc. which are to remain, restore to as good a condition as existed before work was begun. Report any defect of existing work that is to be altered or extended. Before work is started in any area, conduct a thorough survey with the Owner and the Architect and furnish a report listing all defects of any types which are not otherwise required to be corrected. Assume responsibility for damage not reflected by the survey.

B. Perform demolition so as to avoid hazards to persons and property and to minimize interference with use of adjacent areas, interruption of utilities, etc. Provide adequate safeguards including warning signs, barricades, temporary fences, etc. to protect Owner and Contractors personnel and the public.

C. Before proceeding, examine details of new and finish work to be accommodated by demolition operations in order to determine the appropriate scope, method of cutting, exact location, etc.

D. Where beams of bearing are cut, provide adequate shoring until the area is restored structurally. E. Where the existing roofing, walls, windows, etc. are cut or temporarily open in the conduct of the work,

the Contractor shall take all precautions and implement temporary measures as required to protect the interior of the structure thus exposed from the elements and from vandalism.

2.04 MATERIALS AND COLORS

A. All materials shall be new except as specifically noted otherwise. Reuse existing material only where indicated. Where an item is scheduled for reuse, clean, straighten and touch up rust spots. Remove extraneous hasps, nails, signs, etc. Tighten up bolts, screws, etc.; replace where appropriate.

B. Except as scheduled or noted, match existing color, pattern and gloss of such surfaces as are replaced, patched, recoated, extended, altered, furred, etc. Where existing material such as tile, vinyl wall covering, ceiling board, etc. cannot be matched, furnish samples of existing material to permit selection of a substitute material or color.

2.05 PATCHING

A. Where factory finished material occurs, salvaged existing material in good condition may be used to patch out at openings, etc.

B. Small holes of 4 square inches or less in masonry units or hard tile may be patched with pointing grout. Where larger holes occur, cut out masonry unit and replace.

C. Where cut edges of existing concrete work will be exposed in finished work, carefully patch to true line with epoxy grout or non-shrink patching mortar.

D. Where an item is scheduled for reuse, clean and touch up rust spots. Remove extraneous hasps, nails, signs, etc. Tighten up bolts, screws, etc.

E. Patch all openings in existing roofing members which are caused as a result of this work


2.06 MISCELLANEOUS ITEMS A. Miscellaneous shelves, cabinets, chalk and tack boards, strips, bolts, pencil sharpeners, nails, toilet

accessories, etc. are not indicated but shall be removed as required to accomplish finish work. Any reference to a specific item of this type is not intended to limit the scope of that type work. Affected area shall be repaired with same finish as the new adjacent finish.

2.07 RELATED ITEMS

A. Unless otherwise noted, removal of an item (window, etc.) shall include all frames, furring members, flashing, hangers, anchors, etc. related to the item.

2.08 EXISTING WALLS

A. Modify existing walls to the extent necessary to remove existing items and install new wall elements. Patch and repair as required.

2.09 TEMPORARY FACILITIES

A. Provide a temporary weathertight partition for dust, noise, weather and security as required and directed by Owner.

END OF SECTION

2013.017.O 02 4100-1 DEMOLITION

SECTION 02 4100

DEMOLITION

PART 1 GENERAL


A. Building demolition excluding removal of hazardous materials and toxic substances.

B. Selective demolition of building elements for alteration purposes.


A. Section 01 1000 -Summary: Limitations on Contractor's use of site and premises.

B. Section 01 7800 -Closeout Submittals: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring.

1.03 REFERENCE STANDARDS

A. 29 CFR 1926 -U.S. Occupational Safety and Health Standards; current edition.

PART 2 PRODUCTS --NOT USED

PART 3 EXECUTION

3.01 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Obtain required permits. 2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be

removed; do not allow worker or public access within range of potential collapse of unstable structures.

3. Provide, erect, and maintain temporary barriers and security devices. 4. Conduct operations to minimize effects on and interference with adjacent structures and

occupants. 5. Do not close or obstruct roadways or sidewalks without permit. 6. Conduct operations to minimize obstruction of public and private entrances and exits; do not

obstruct required exits at any time; protect persons using entrances and exits from removal operations.

7. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property.

B. Do not begin removal until receipt of notification to proceed from Owner.

C. Protect existing structure and other elements that are not to be removed.

2013.017.O 02 4100-2 DEMOLITION

3.02 EXISTING UTILITIES

A. Verify locations of any underground utilities in the area of work on the exterior where heavy equipment may be placed to accomplish the work.

B. Do not close, shut off or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner. Protect sensors with dust covers.

3.03 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Drawings showing existing construction are based on casual field observation and existing record documents only.

1. Verify that construction and utility arrangements are as shown. 2. Report discrepancies to Architect before disturbing existing installation. 3. Beginning of demolition work constitutes acceptance of existing conditions that would be

apparent upon examination prior to starting demolition. B. Remove existing work as indicated and as required to accomplish new work.

1. Remove items indicated on drawings.

C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): 1. Maintain existing active systems that are to remain in operation; maintain access to

equipment and operational components. D. Protect existing work to remain.

1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. 4. Patch as specified for patching new work.

3.04 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Leave site in clean condition, ready for subsequent work.

C. Clean up spillage and wind-blown debris from public and private lands.

END OF SECTION

2013.017.O 03 3000 - 1 CAST-IN-PLACE CONCRETE

SECTION 03 3000CAST-IN-PLACE CONCRETE


A. Concrete formwork.B. Concrete for Mezzanine floor construction.C. Floors and slabs on grade.D. Concrete reinforcement.E. Joint devices associated with concrete work.F. Concrete curing.

1.02 RELATED REQUIREMENTSA. Section 03 3600 Dye Stained Colored Mechanically Ground and Ploshed Concrete:

1.03 REFERENCE STANDARDSA. ACI 301 - Specifications for Structural Concrete; 2010 (Errata 2012).B. ACI 302.1R - Guide for Concrete Floor and Slab Construction; 2004 (Errata 2007).C. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; 2000.D. ACI 308R - Guide to Curing Concrete; 2001 (Reapproved 2008).E. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2011.F. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon Steel Bars for

Concrete Reinforcement; 2015.G. ASTM A1064/A1064M - Standard Specification for Carbon-Steel Wire and Welded Wire

Reinforcement, Plain and Deformed, for Concrete; 2015.H. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2013.I. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete

Specimens; 2015a.J. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2015.K. ASTM C150/C150M - Standard Specification for Portland Cement; 2015.L. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan

for Use in Concrete; 2015.M. ASTM E1643 - Standard Practice for Selection, Design, Installation and Inspection of Water

Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs; 2011.N. ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact with

Soil or Granular Fill under Concrete Slabs; 2011.1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Submit manufacturers' data on manufactured products showing compliance with

specified requirements and installation instructions.C. Mix Design: Submit proposed concrete mix design.D. Samples: Submit samples of underslab vapor retarder to be used.

1.05 QUALITY ASSURANCEA. Perform work of this section in accordance with ACI 301 and ACI 318.

1.06 WARRANTYA. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.


PART 2 PRODUCTS2.01 FORMWORK

A. Form Materials: Contractor's choice of standard products with sufficient strength to withstandhydrostatic head without distortion in excess of permitted tolerances.1. Form Coating: Release agent that will not adversely affect concrete or interfere with

application of coatings.2. Form Ties: Cone snap type that will leave no metal within 1-1/2 inches (38 mm) of

concrete surface.2.02 REINFORCEMENT (SEE STRUCTURAL DRAWINGS)

A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi) (420 MPa).B. Steel Welded Wire Reinforcement (WWR): Galvanized, plain type, ASTM A1064/A1064M.

1. WWR Style: As indicated on drawings.C. Reinforcement Accessories:

1. Tie Wire: Annealed, minimum 16 gage, 0.0508 inch (1.29 mm).2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of

reinforcement during concrete placement.2.03 CONCRETE MATERIALS

A. Cement: ASTM C150/C150M, Type I - Normal Portland type. 1. Acquire all cement for entire project from same source.

B. Fine and Coarse Aggregates: ASTM C 33.1. Acquire all aggregates for entire project from same source.

C. Fly Ash: ASTM C618, Class C or F.D. Water: Clean and not detrimental to concrete.

2.04 ACCESSORY MATERIALSA. Underslab Vapor Retarder (for use where existing slab is cut for new trenching for new

plumbing, etc.): Multi-layer, fabric-, cord-, grid-, or aluminum-reinforced polyethylene orequivalent, complying with ASTM E1745, Class A; stated by manufacturer as suitable forinstallation in contact with soil or granular fill under concrete slabs. The use of single plypolyethylene is prohibited.1. Installation: Comply with ASTM E1643.2. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive,

mastic, prefabricated boots, etc., for sealing seams and penetrations in vapor retarder.B. Non-Shrink Cementitious Grout: Premixed compound consisting of non-metallic aggregate,

cement, water reducing and plasticizing agents.2.05 CONCRETE MIX DESIGN

A. Normal Weight Concrete:1. Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days:

4,000 pounds per square inch (27.6 MPa).2. Fly Ash Content: Maximum 15 percent of cementitious materials by weight.

2.06 MIXINGA. Transit Mixers: Comply with ASTM C94/C94M.

PART 3 EXECUTION3.01 EXAMINATION

A. Verify lines, levels, and dimensions before proceeding with work of this section.3.02 PREPARATION

A. Formwork: Comply with requirements of ACI 301. Design and fabricate forms to support allapplied loads until concrete is cured, and for easy removal without damage to concrete.


B. Verify that forms are clean and free of rust before applying release agent.C. Coordinate placement of embedded items with erection of concrete formwork and placement of

form accessories.D. Interior Slabs on Grade: Install vapor retarder under interior slabs on grade. Lap joints

minimum 6 inches (150 mm). Seal joints, seams and penetrations watertight withmanufacturer's recommended products and follow manufacturer's written instructions. Repairdamaged vapor retarder before covering.

3.03 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMSA. Comply with requirements of ACI 301. Clean reinforcement of loose rust and mill scale, and

accurately position, support, and secure in place to achieve not less than minimum concretecoverage required for protection.

B. Install welded wire reinforcement in maximum possible lengths, and offset end laps in bothdirections. Splice laps with tie wire.

3.04 PLACING CONCRETEA. Place concrete in accordance with ACI 304R.B. Place concrete for floor slabs in accordance with ACI 302.1R.C. Notify Architect not less than 24 hours prior to commencement of placement operations.D. Maintain records of concrete placement. Record date, location, quantity, air temperature, and

test samples taken.E. Ensure reinforcement, inserts, embedded parts, and formed construction joint devices will not

be disturbed during concrete placement.F. Place concrete continuously without construction (cold) joints wherever possible; where

construction joints are necessary, before next placement prepare joint surface by removinglaitance and exposing the sand and sound surface mortar, by sandblasting or high-pressurewater jetting.

G. Finish floors level and flat, unless otherwise indicated, within the tolerances specified below.3.05 SLAB JOINTING

A. Locate joints as indicated on the drawings.B. Anchor joint fillers and devices to prevent movement during concrete placement.C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total

height equal to thickness of slab, set flush with top of slab.3.06 FLOOR FLATNESS AND LEVELNESS TOLERANCES

A. Maximum Variation of Surface Flatness:1. Exposed Concrete Floors: 1/4 inch (6 mm) in 10 feet (3 m).2. Under Seamless Resilient Flooring: 1/4 inch (6 mm) in 10 feet (3 m).3. Under Carpeting: 1/4 inch (6 mm) in 10 feet (3 m).

B. Correct the slab surface if tolerances are less than specified.C. Correct defects by grinding or by removal and replacement of the defective work. Areas

requiring corrective work will be identified. Re-measure corrected areas by the same process.3.07 CONCRETE FINISHING

A. Repair surface defects, including tie holes, immediately after removing formwork.B. Concrete Slabs: Finish to requirements of ACI 302.1R, and as follows:

1. Other Surfaces to Be Left Exposed: Trowel as described in ACI 302.1R, minimizingburnish marks and other appearance defects.


3.08 CURING AND PROTECTIONA. Comply with requirements of ACI 308R. Immediately after placement, protect concrete from

premature drying, excessively hot or cold temperatures, and mechanical injury.B. Maintain concrete with minimal moisture loss at relatively constant temperature for period

necessary for hydration of cement and hardening of concrete.C. Surfaces Not in Contact with Forms:

1. Initial Curing: Start as soon as free water has disappeared and before surface is dry. Keep continuously moist for not less than three days by water ponding, water-saturatedsand, water-fog spray, or saturated burlap.

2. Final Curing: Begin after initial curing but before surface is dry.3.09 FIELD QUALITY CONTROL

A. An independent testing agency will perform field quality control tests, as specified in Section 014000 - Quality Requirements.

B. Provide free access to concrete operations at project site and cooperate with appointed firm.3.10 DEFECTIVE CONCRETE

A. Test Results: The testing agency shall report test results in writing to Architect and Contractorwithin 24 hours of test.

B. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerancesor specified requirements.

C. Repair or replacement of defective concrete will be determined by the Architect. The cost ofadditional testing shall be borne by Contractor when defective concrete is identified.

D. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express directionof Architect for each individual area.

3.11 PROTECTIONA. Do not permit traffic over unprotected concrete floor surface until fully cured.

END OF SECTION

2013.017.O 03 3600 1 DYE STAINED COLORED MECHANICALLY GROUND

AND POLISHED CONCRETE

SECTION 03 3600

DYE STAINED COLORED MECHANICALLY GROUND AND POLISHED CONCRETE

PART 1 GENERAL

1.01 SUMMARY A. Drawings and general provisions of Contract, including General and Supplementary Conditions

and Division 1 Specification sections, apply to Work of this Section. B. Section Includes: 1. Dye stained concrete interior floor slabs. 2. Densified & Mechanically Polished Dyed concrete. 3. Protective Blankets for finished floor.

1.02 SUBMITTALS A. Product Data: Submit manufacturers complete technical data sheets for the following: 1. Concrete dye stain. 2. Liquid Lithium Silicate Densifier 3. Stain Guard Finish Coat B. Samples for Initial Selection: Manufacturer's color charts showing full range of colors

available. C. Qualification Data: For firms indicated in Quality Assurance Article, including list of

completed projects. D. Submit the following in accordance with Section 01 3000 Administrative Requirements. E. Product data for each grinding machine, including all types of grinding heads, dust extraction

system, joint filler, concrete densifying impregnator, penetrating sealer, and any other chemicals used in the process.

F. Applicators qualification data. G. Polished concrete samples: Size 7 x9, for each Polished Concrete finish required.

1.03 QUALITY ASSURANCE A. Manufacturer Qualifications: Manufacturer with experience in the production of specified

products. B. Installer Qualifications: An installer with 5 years experience with work of similar scope and

quality.. C. Obtain each specified material from same source and maintain high degree of consistency in

workmanship throughout Project.



D. Notification of manufacturer's authorized representative shall be given at least 1-week before start of Work. E. Pre-installation Conference: Conduct conference at project site to comply with requirements in

Section 01 3000 Administrative Requirements. F. Provide project names, addresses, contact names, phone numbers of at least three (3)

projects of similar scope completed by the installer. G. Installer/Applicator shall be certified by concrete finish equipment and chemical manufacturer

and shall provide adequate number of skilled workmen who are thoroughly trained and experienced in the necessary craft.

H. Manufacturers Certification: Provide a letter of acknowledgement from both the equipment

and chemical manufacturer stating that the installer is a trained applicator and is familiar with proper procedures and installation requirements recommended by the manufacturer.

I. Dye Stained Ground and Polished Concrete Mockups: 1. Provide under provisions of Division 1 Section Quality Control. 2. At location on Project selected by Architect, place and finish 10 ft. by 10 ft. area. 3. Construct mockup using processes and techniques intended for use on permanent work,

including curing procedures. Include samples of control, construction, and expansion joints in sample panels. Mockup shall be produced by the individual workers who will perform the work for the Project.

4. Retain samples of cements, sands, aggregates and color additives used in mockup for comparison with materials used in remaining work.

5. Aggregate selected must be tested to ensure it will accept polish. 6. Select from Part 4 Schedules cut and shine level and finish coat. 7. Edges should be included in mockup. 8. Accepted mockup provides visual standard for work of Section. 9. Mockup shall remain through completion of work for use as a quality standard for finished

work. 10. Remove mockup when directed. J. Environmental Limitations: 1. Comply with manufacturers written instructions for substrate temperature and

moisture content, ambient temperature and humidity, ventilation and other conditions affecting chemical performance.

2. Application of finish and dye system shall take place a minimum of 21 days prior to fixture and trim installation and/or substantial completion.

3. Finish concrete area shall be closed to traffic during finish floor application and after application for the time as recommended by the manufacturer.

1.04 DELIVERY, STORAGE AND HANDLING A. Comply with manufacturer's instructions. Deliver dye stain and liquid densifier in original,

unopened packaging. Store in dry conditions.

1.05 PRE-JOB CONFERENCE A. One week prior to polishing of concrete a meeting will be held to discuss the Project and

application materials.



PART 2 PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS

A. Equal to L.M. SCOFIELD COMPANY, Douglasville, Georgia.

2.02 MATERIALS A. Color Liquid Dye Concentrate, Lithium Silicate Densifier and Finish Coat:

1. Equal to SCOFIELD Formula One Liquid Dye Concentrate by L.M. SCOFIELD COMPANY.

2. Equal to SCOFIELD Formula One MP Lithium Densifier by L.M. SCOFIELD COMPANY.

3. Equal to SCOFIELD Formula One Guard-W by L.M. SCOFIELD COMPANY. B. Polishing Equipment: 1. 3-head or 4-head counter rotating variable speed floor grinding machine with at

least 600 pounds down pressure. 2. Dust extraction system, pre-separator, and squeegee attachments with minimum

flow rating of 322 cubic feet per minute. 3. Grinding Heads:

a. Metal Bonded / Resin Bonded Diamonds to be determined by condition of concrete slab.

4. Hand grinder with dust extraction equipment and pads. C. SUBSTITUTIONS: The use of products other than those specified will be considered

providing that the Contractor requests its use in writing within 14-days prior to bid date. This request shall be accompanied by the following:

1. A certificate of compliance from material manufacturer stating that proposed products meet or exceed requirements of this Section, including standards ACI 303.1, ASTM C979, ASTM C494 and AASHTO M194.

2. Documented proof that proposed materials have a 10-year proven record of performance, confirmed by at least 5 local projects that Architect can examine.

2.03 COLORS A. Concrete Dye Stain[s]:

1. Equal to Formula One Liquid Dye Concentrate by L.M. SCOFIELD COMPANY: As selected from manufacturers standard offerings

PART 3 EXECUTION

3.01 MECHANICALLY POLISHED CONCRETE CUT AND SHINE LEVELS A. Cut Level (Depth of cut) 1. Grade 2 light exposure of course aggregate



B. Shine Level 1. Class 2 800 grit polish C. Polished concrete finish coat 1. At a distance of 100 feet, the floor will reflect images from side lighting. 2. Apply two applications of product Equal to SCOFIELD Finish Coat.

3.02 MECHANICALLY POLISHED CONCRETE APPLICATION A. Applicator shall examine the areas and conditions under which work of this section will be

provided and the General Contractor shall correct conditions detrimental to the timely and proper completion of the work and the Applicator shall not proceed until unsatisfactory conditions are resolved.

B. Grind the concrete floor to within 2 3 inches of walls with appropriate grit (To be determined

by specified Cut Level.) removing construction debris, floor slab imperfections and until there is a uniform scratch pattern and desired concrete aggregate exposure.

C. Fill construction joints and cracks with filler products as specified in accordance with

manufacturers instructions colored to match (or contrast) with concrete color as specified by architect.

D. Polish the floor with phenolic resin bonded diamond grits, first polishing the edges (if

specified) with pads of the same grit and then the field of the floor removing all scratches from the previous grit. After each polish, clean the floor thoroughly using clean water and an auto scrubber or a mop and a wet vacuum.

E. Apply dye to surface at a rate of 400 600 square feet per gallon after appropriate resin bond

grind. Allow dye to dry to touch.

F. After the dye has dried, apply densifier at a rate of 300-400 square feet per gallon. Using a broom, work the material into the floor for a minimum of 30 minutes. Tight squeegee the remaining material from the floor without leaving squeegee marks or puddles. Flush floor with clean water and scrub to remove any excess residue. Allow to cure for 12 24 hours.

G. Polish to desired gloss level using appropriate resin bond grinds.

H. Apply product equal to Guard-W Finish coat at 1000 square feet per gallon. Allow to dry 1-2 hours.

I. Using a high speed burnishing machine equipped with appropriate grit diamond impregnated

pads, buff the surface to a high shine. J. Apply second application of product equal to Guard-W Finish Coat at 1000 sq.ft. per gallon.

Allow to dry 1-2 hours. K. Using a high speed burnishing machine equipped with appropriate grit diamond impregnated

pads, buff the surface to the specified shine. L. Upon completion, the work shall be ready for final inspection and acceptance by the customer.



3.03 PROTECTION

A. Finished work shall be protected with product equal to ProGuard Dura Cover Protective Blankets

by L. M. Scofield.

3.04 CLEANING A. The work area shall be kept clean and free of debris at all times. B. Remove slurry and dust from adjoining surfaces as necessary. C. Dispose of material containers in accordance with local regulations. D. Protect finished work until fully cured per manufacturers recommendations.

END OF SECTION

2013.017.O 05 1200 - 1 STRUCTURAL STEEL FRAMING

SECTION 05 1200STRUCTURAL STEEL FRAMING


A. Structural steel framing members, support members.B. Base plates, shear stud connectors and expansion joint plates.C. Grouting under base plates.

1.02 RELATED REQUIREMENTSA. Section 05 3100 - Steel Decking: Support framing for small openings in deck.B. Section 05 5000 - Metal Fabrications: Steel fabrications affecting structural steel work.

1.03 REFERENCE STANDARDSA. AISC (MAN) - Steel Construction Manual; 2011.B. AISC S303 - Code of Standard Practice for Steel Buildings and Bridges; 2010.C. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014.D. ASTM A325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi

Minimum Tensile Strength; 2014.E. ASTM A325M - Standard Specification for Structural Bolts, Steel, Heat Treated 830 MPa

Minimum Tensile Strength (Metric); 2014.F. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon

Steel Structural Tubing in Rounds and Shapes; 2013.G. ASTM A992/A992M - Standard Specification for Structural Steel Shapes; 2011 (Reapproved

2015).H. ASTM F436 - Standard Specification for Hardened Steel Washers; 2011.I. ASTM F1554 - Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield

Strength; 2007a.J. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2015.

1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Shop Drawings:

1. Indicate profiles, sizes, spacing, locations of structural members, openings, attachments,and fasteners.

2. Connections not detailed.3. Indicate cambers and loads.4. Indicate welded connections with AWS A2.4 welding symbols. Indicate net weld lengths.

C. Manufacturer's Mill Certificate: Certify that products meet or exceed specified requirements.D. Welders Certificates: Certify welders employed on the Work, verifying AWS qualification within

the previous 12 months.E. Fabricator's Qualification Statement: Provide documentation showing steel fabricator is

accredited under IAS AC172.1.05 QUALITY ASSURANCE

A. Fabricate structural steel members in accordance with AISC "Steel Construction Manual."B. Comply with Section 10 of AISC "Code of Standard Practice for Steel Buildings and Bridges" for

architecturally exposed structural steel.

2013.017.O 05 1200 - 2 STRUCTURAL STEEL FRAMING

C. Design connections not detailed on the drawings under direct supervision of a ProfessionalStructural Engineer experienced in design of this work and licensed in the State in which theProject is located.

PART 2 PRODUCTS2.01 MATERIALS

A. Steel Angles and Plates: ASTM A36/A36M.B. Steel W Shapes and Tees: ASTM A992/A992M.C. Cold-Formed Structural Tubing: ASTM A500/A500M, Grade B.D. High-Strength Structural Bolts, Nuts, and Washers: ASTM A325 or ASTM A325M, Type 1,

medium carbon, galvanized, with matching compatible ASTM A563 or ASTM A563M nuts andASTM F436 washers.

E. Unheaded Anchor Rods: ASTM F1554, Grade 36, plain, with matching ASTM A563 or ASTMA563M nuts and ASTM F436 Type 1 washers.

F. Grout: Non-shrink, non-metallic aggregate type, complying with ASTM C1107/C1107M andcapable of developing a minimum compressive strength of 7,000 psi (48 MPa) at 28 days.

2.02 FABRICATIONA. Shop fabricate to greatest extent possible.

2.03 FINISHA. Shop prime structural steel members. Do not prime surfaces that will be field welded, in contact

with concrete, or high strength bolted.PART 3 EXECUTION3.01 EXAMINATION

A. Verify that conditions are appropriate for erection of structural steel and that the work mayproperly proceed.

3.02 ERECTIONA. Erect structural steel in compliance with AISC "Code of Standard Practice for Steel Buildings

and Bridges".B. Do not field cut or alter structural members without approval of Architect.C. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in

contact with concrete.D. Grout solidly between column plates and bearing surfaces, complying with manufacturer's

instructions for nonshrink grout. Trowel grouted surfaces smooth, splaying neatly to 45degrees.

3.03 TOLERANCESA. Maximum Variation From Plumb: 1/4 inch (6 mm) per story, non-cumulative.B. Maximum Offset From True Alignment: 1/4 inch (6 mm).

END OF SECTION

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2013.017.O 05 3100 - 1 STEEL DECKING

SECTION 05 3100STEEL DECKING


A. Metal form deck.B. Supplementary framing for openings up to and including 18 inches (450 mm).C. Bearing plates and angles.

1.02 RELATED REQUIREMENTSA. Section 03 3000 - Cast-in-Place Concrete: Concrete topping over metal deck.B. Section 05 1200 - Structural Steel Framing: Placement of embedded steel anchors for bearing

plates in cast-in-place concrete.C. Section 05 5000 - Metal Fabrications: Steel angle concrete stops at deck edges.

1.03 REFERENCE STANDARDSA. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or

Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.B. AWS D1.3/D1.3M - Structural Welding Code - Sheet Steel; 2008.

1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittals procedures.B. Shop Drawings: Indicate deck plan, support locations, projections, openings, reinforcement,

pertinent details, and accessories.C. Product Data: Provide deck profile characteristics, dimensions, structural properties, and

finishes.D. Certificates: Certify that products furnished meet or exceed specified requirements.E. Submit manufacturer's installation instructions.F. Welders Certificates: Certify welders employed on the Work, verifying AWS qualification within

the previous 12 months.G. Fabricator's Qualification Statement: Provide documentation showing steel fabricator is

accredited under IAS AC172.1.05 QUALITY ASSURANCE

A. Design deck layout, spans, fastening, and joints under direct supervision of a ProfessionalStructural Engineer experienced in design of this work and licensed in the State in which theProject is located.

B. Fabricator Qualifications: A qualified steel fabricator that is accredited by the InternationalAccreditation Service (IAS) Fabricator Inspection Program for Structural Steel (AC172).

C. Installer Qualifications: Company specializing in performing the work of this Section withminimum 3 years of experience.

1.06 DELIVERY, STORAGE, AND HANDLINGA. Cut plastic wrap to encourage ventilation.B. Separate sheets and store deck on dry wood sleepers; slope for positive drainage.

PART 2 PRODUCTS2.01 STEEL DECK

A. All Deck Types: Select and design metal deck in accordance with SDI Design Manual.1. Calculate to structural working stress design and structural properties specified.2. Maximum Vertical Deflection of Form Deck: 1/360 of span.

B. Metal Form Deck: Corrugated sheet steel:

2013.017.O 05 3100 - 2 STEEL DECKING

1. Galvanized Steel Sheet: ASTM A653/A653M,, with G90/Z275 galvanized coating.a. Grade as required to meet performance criteria.

PART 3 EXECUTION3.01 EXAMINATION

A. Verify existing conditions prior to beginning work.3.02 INSTALLATION

A. Erect metal deck in accordance with SDI Design Manual and manufacturer's instructions. Alignand level.

END OF SECTION

2013.017.O 05 4000 - 1 COLD-FORMED METAL FRAMING

SECTION 05 4000COLD-FORMED METAL FRAMING


A. Formed steel stud exterior wall and interior wall framing.B. Exterior wall sheathing.C. Water-resistive barrier over sheathing.

1.02 RELATED REQUIREMENTSA. Section 06 1000 - Rough Carpentry: Wood blocking and miscellaneous framing.B. Section 07 2100 - Thermal Insulation: Insulation within framing members.C. Section 07 9200 - Joint Sealants.D. Section 09 2116 - Gypsum Board Assemblies: Lightweight, non-load bearing metal stud

framing.1.03 REFERENCE STANDARDS

A. AISI S100-12 - North American Specification for the Design of Cold-Formed Steel StructuralMembers; American Iron and Steel Institute; 2012.

B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and SteelHardware; 2009.

C. ASTM C955 - Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs,Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Productsand Metal Plaster Bases; 2011c.

D. ASTM C1007 - Standard Specification for Installation of Load Bearing (Transverse and Axial)Steel Studs and Related Accessories; 2011a.

1.04 ADMINISTRATIVE REQUIREMENTSA. Coordinate with work of other sections that is to be installed in or adjacent to the metal framing

system, including but not limited to structural anchors, cladding anchors, utilities, insulation, andfirestopping.

1.05 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Provide manufacturer's data on factory-made framing connectors, showing

compliance with requirements.C. Shop Drawings: Indicate component details, framed openings, bearing, anchorage, loading,

welds, and type and location of fasteners, and accessories or items required of related work.1. Indicate stud and ceiling joist layout.2. Describe method for securing studs to tracks and for bolted framing connections.3. Provide design engineer's stamp on shop drawings.

D. Manufacturer's Installation Instructions: Indicate special procedures, conditions requiringspecial attention.

1.06 QUALITY ASSURANCEA. Designer Qualifications: Design framing system under direct supervision of a Professional

Structural Engineer experienced in design of this Work and licensed in the State in which theProject is located.

B. Manufacturer Qualifications: Company specializing in manufacturing the types of productsspecified in this section, and with minimum three years of documented experience.

C. Installer Qualifications: Company specializing in performing the work of this section withminimum three years documented experience and approved by manufacturer.

2013.017.O 05 4000 - 2 COLD-FORMED METAL FRAMING

PART 2 PRODUCTS2.01 MANUFACTURERS

A. Metal Framing:2.02 FRAMING SYSTEM

A. Provide primary and secondary framing members, bridging, bracing, plates, gussets, clips,fittings, reinforcement, and fastenings as required to provide a complete framing system.

2.03 FRAMING MATERIALSA. Studs and Track: ASTM C955; studs formed to channel, "C", or "Sigma" shape with punched

web; U-shaped track in matching nominal width and compatible height. 2.04 WALL SHEATHING

A. Wall Sheathing: See Section 09 2116.2.05 ACCESSORIES

A. Bracing, Furring, Bridging: Formed sheet steel, thickness determined for conditionsencountered; finish to match framing components.

B. Water-Resistive Barrier: As specified in Section 07 2500.2.06 FASTENERS

A. Self-Drilling, Self-Tapping Screws, Bolts, Nuts and Washers: Hot dip galvanized per ASTMA153/A153M.

B. Anchorage Devices: Powder actuated.PART 3 EXECUTION3.01 EXAMINATION

A. Verify that substrate surfaces are ready to receive work.B. Verify field measurements and adjust installation as required.

3.02 INSTALLATION OF STUDSA. Install components in accordance with manufacturers' instructions and ASTM C1007

requirements.B. Align floor and ceiling tracks; locate to wall layout. Secure in place with fasteners at maximum

24 inches (600 mm) on center. C. Construct corners using minimum of three studs. Install double studs at wall openings, door

and window jambs.D. Install load bearing studs full length in one piece. Splicing of studs is not permitted.E. Coordinate placement of insulation in multiple stud spaces made inaccessible after erection.F. Install intermediate studs above and below openings to align with wall stud spacing.G. Install framing between studs for attachment of mechanical and electrical items, and to prevent

stud rotation.3.03 WALL SHEATHING

A. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with ends over firmbearing and staggered, using self-tapping screws.1. Place water-resistive barrier horizontally over wall sheathing, weather lapping edges and

ends.END OF SECTION

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