JOB #1919 TABLE OF CONTENTS PAGE 1 · 11/9/2019 · JOB #1919 TABLE OF CONTENTS PAGE 1 9/11/2019 PROCUREMENT AND CONTRACTING REQUIREMENTS Section 00 21 12 Notice and Instructions

JOB #1919 TABLE OF CONTENTS PAGE 1 9/11/2019

PROCUREMENT AND CONTRACTING REQUIREMENTS Section 00 21 12 Notice and Instructions to Bidders DIVISION 01-GENERAL REQUIREMENTS Section 01 00 00 General Requirements 9/11/2019 4 Pages Section 01 21 00 Allowances 7/18/2019 1 Page Section 01 25 00 Substitution Procedures 7/3/2019 2 Pages Section 01 33 00 Submittal Procedures 7/3/2019 2 Pages Section 01 43 49 Mockups 7/3/2019 1 Page Section 01 50 00 Temporary Facilities and Controls 7/12/2019 2 Pages Section 01 57 40 Construction Indoor Air Quality 7/11/2019 2 Pages Section 01 58 13 Temporary Project Sign 7/11/2019 2 Pages Section 01 73 29 Cutting and Patching 7/11/2019 2 Pages Section 01 74 19 Construction Waste Management and Disposal 7/21/2019 4 Pages Section 01 77 00 Closeout Procedures 7/12/2019 3 Pages DIVISION 02-EXISTING CONDITIONS Section 02 32 11 Subsurface Conditions Section 02 41 01 Demolition & Deconstruction 7/18/2019 2 Pages DIVISION 03-CONCRETE Section 03 30 00 Cast in Place Concrete 7/11/2019 4 Pages DIVISION 04- MASONRY Section 04 20 00 Unit Masonry 7/11/2019 4 Pages Section 04 73 01 Manufactured Stone Masonry 7/21/2019 3 Pages DIVISION 05-METALS Not Used. DIVISION 06-WOOD, PLASTICS, AND COMPOSITES Section 06 10 00 Rough Carpentry 7/11/2019 4 Pages Section 06 17 53 Pre-Fabricated Wood Trusses 7/3/2019 2 Pages Section 06 20 00 Finish Carpentry 7/18/2019 3 Pages Section 06 40 00 Architectural Woodwork 7/12/2019 3 Pages Section 06 46 30 Exterior Trim and Soffit 7/11/2019 3 Pages DIVISION 07-THERMAL AND MOISTURE PROTECTION Section 07 21 18 Insulation 9/11/2019 5 Pages Section 07 25 10 Weather Barriers & Rainscreen 7/11/2019 3 Pages Section 07 44 65 Faced Insulated Perimeter Wall Panels 7/11/2019 2 Pages


Section 07 46 46 Fiber Reinforced Cement Siding 7/11/2019 2 Pages Section 07 60 00 Flashing and Sheet Metal 7/11/2019 2 Pages Section 07 61 13 Standing Seam Metal Roofing 7/9/2019 3 Pages Section 07 92 00 Sealants and Caulking 7/11/2019 3 Pages DIVISION 08-OPENINGS Section 08 11 14 Metal Doors and Frames 7/18/2019 3 Pages Section 08 14 11 Wood and Plastic Doors and Frames 7/18/2019 2 Pages Section 08 31 13 Access Doors 7/11/2019 2 Pages Section 08 52 16 Windows 7/21/2019 3 Pages Section 08 71 10 Finish Hardware 7/18/2019 2 Pages DIVISION 09-FINISHES Section 09 29 00 Gypsum Wallboard 7/11/2019 4 Pages Section 09 30 13 Tile 7/11/2019 3 Pages Section 09 65 13 Resilient Base and Accessories 7/11/2019 2 Pages Section 09 90 00 Painting and Coating 7/11/2019 3 Pages DIVISION 10-SPECIALTIES Section 10 14 10 Interior Signage 7/15/2019 2 Pages Section 10 14 53 Traffic Signs 7/15/2019 2 Pages Section 10 28 13 Toilet Accessories 7/18/2019 3 Pages DIVISION 11-EQUIPMENT Section 11 11 36 Vehicle Charging Equipment 9/11/2019 2 Pages Section 11 30 13 Appliances 7/18/2019 2 Pages DIVISION 12-FURNISHINGS Not Used DIVISION 13-SPECIAL CONSTRUCTION Not Used DIVISION 14-CONVEYING EQUIPMENT Not Used DIVISION 21-FIRE SUPPRESSION Not Used


DIVISION 22-PLUMBING Section 22 10 00 Plumbing 7/16/2019 4 Pages Section 22 40 00 Plumbing Fixtures 7/18/2019 3 Pages DIVISION 23-HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) Section 23 08 00 HVAC Commissioning 7/16/2019 3 Pages Section 23 31 13 Ductwork 7/16/2019 3 Pages Section 23 54 11 HVAC 7/16/2019 4 Pages DIVISION 25-INTEGRATED AUTOMATION Not Used DIVISION 26-ELECTRICAL Section 26 20 00 Electrical Service and Distribution 9/11/2019 5 Pages Section 26 31 00 Photovoltaic System 7/17/2019 1 Page Appx 26 31 00 Scope of Work and Specifications 28 Pages Section 26 51 00 Lighting 7/18/2019 2 Pages DIVISION 27-COMMUNICATIONS Section 27 13 42 Data and Voice Communication System 7/22/2019 1 Page Section 27 41 17 Video Projection System 7/22/2019 2 Pages DIVISION 28-ELECTRONIC SAFETY AND SECURITY Section 28 13 00 Access Control 7/22/2019 1 Page Section 28 23 00 Video Surveillance System 7/22/2019 1 Page Section 28 31 00 Fire Detection and Alarm 7/18/2019 3 Pages DIVISION 31-EARTHWORK Section 31 11 00 Clearing and Grubbing 7/12/2019 1 Page Section 31 21 13 Radon Mitigation System 7/12/2019 2 Pages Section 31 22 00 Earthwork 7/18/2019 3 Pages Section 31 31 16 Termite Control 7/12/2019 2 Pages DIVISION 32-EXTERIOR IMPROVEMENTS Section 32 10 00 Paving, Curbs, and Walks 7/18/2019 3 Pages Section 32 90 00 Landscaping 9/11/2019 2 Pages DIVISION 33-UTILITIES Section 33 10 01 Site Utilities 7/18/2019 3 Pages


DIVISION 34-TRANSPORTATION Not Used

****END OF TABLE OF CONTENTS****

JOB #1919 00 21 12 NOTICE AND INSTRUCTIONS TO BIDDERS PAGE 1 7/18/2019

FORM OF NOTICE AND INSTRUCTIONS: RUS Form 257 (Rev. 2-04)

****END OF SECTION****

JOB #1919 01 10 00 GENERAL REQUIREMENTS PAGE 1 9/11/2019

PART ONE-GENERAL 1.1 Section Includes:

A. This Section establishes general requirements for any and all work performed on this Project. The requirements of this Section are in addition to the requirements established by the General and Supplementary Conditions.

1.2 Related Sections: A. Section 01 21 00 Allowances B. Section 01 25 00 Substitution Procedures C. Section 01 33 00 Submittal Procedures D. Section 01 43 49 Mockups E. Section 01 50 00 Temporary Facilities & Controls F. Section 01 57 40 Construction Indoor Air Quality G. Section 01 58 00 Temporary Project Sign H. Section 01 73 29 Cutting & Patching I. Section 01 74 19 Construction Waste Management J. Section 01 77 00 Closeout Procedures

1.3 Submittals: 1.3.1 Comply with requirements of Section 01 33 00 1.3.2 Within 15 days of award of Contract, submit the following:

1.3.2.1 List of Subcontractors 1.3.2.2 Construction Schedule

1.4 Referenced Standards:

A. Virginia Uniform Statewide Building Code B. Sect. 56-265.17 Code of Virginia as amended: Underground Utility Damage

Prevention Act C. ASTM E2432-11 Standard Guide for General Principles of Sustainability Relative to

Buildings 1.5 Environmental Goals:

1.5.1 Produce a beautiful, sustainable, cost-effective building that promotes

information sharing. 1.5.1.1 Resource Management: Promote resource stewardship 1.5.1.2 Toxicity/IEQ: Promote good indoor environmental quality (IEQ).

Maximize use of non-toxic, non-hazardous healthy and safe building materials.

1.5.1.3 Performance: Promote efficiencies in operational performance.

1.5.2 Independent Verification:


1.5.2.1 ASTM E2432: Provide documentation that work is consistent with the environmental and economic principles of sustainability relative to building in accordance with ASTM E2432.

PART TWO-PRODUCTS 2.1 See individual Specification Sections PART THREE-EXECUTION 3.1 Codes and Regulations: All work shall comply with all applicable federal, state, and local

codes and ordinances.

3.2 Layout: 3.2.1 The Contractor shall perform all staking and layout. 3.2.2 Layout of the work shall be performed in advance by competent, qualified

personnel.

3.3 Existing Conditions: 3.3.1 The Contractor shall visit the site prior to starting any work and shall fully inform

himself of any and all existing conditions and limitations. 3.3.2 Location of Existing Utilities: The Contractor shall contact the various utility

companies including, but not limited to Miss Utility, for the purpose of locating any and all existing underground utilities. Such contact shall be made sufficiently in advance of commencing operations to allow adequate time for marking said utilities and no less than the minimum notice required by state law. The Contractor shall make any other notifications required by federal, state, or local authorities.

3.4 Time Lapse Photography/Video:

3.4.1 The Owner (SVEC) intends to document facility construction through time-lapse

photographs/video. 3.4.2 The Contractor shall prepare for and allow short intervals of video recording of

work practices to install appliances and energy systems included in the Contract Documents or furnished separately by Owner

3.4.3 The Owner (SVEC) will respect the wishes of specific employees of the

Contractor when making considerations for filming. If necessary, SVEC can provide substitute employee(s) to demonstrate installation task(s) during periods of recording, but Contractor shall provide installation time window to accomplish task.

3.5 Testing Laboratory and Inspection Services:

3.5.1 The Owner will select a pre-qualified independent testing laboratory and

inspection service. 3.5.2 Payment for testing and/or inspection services:


3.5.2.1 The Owner will pay for initial testing and/or inspection services requested

by the Owner or required under USBC Sections 1704 and 1705. 3.5.2.2 When initial testing indicates noncompliance with the Contract

Documents or applicable codes and standards, the cost of initial tests associated with said noncompliance will be deducted by the Owner from the Contract Sum.

3.5.2.3 Retesting: When initial testing indicates noncompliance with the

Contract Documents or applicable codes and standards, all subsequent retesting occasioned by said noncompliance shall be performed by the same testing agency, and the cost thereof shall be deducted from the Contract Sum.

3.5.3 Access to work: Representatives of the testing/inspection agency shall have

access to the work at all times.

3.6 Cleaning: 3.6.1 Progress Cleanup:

3.6.1.1 The Jobsite shall be maintained in neat and orderly condition at all times

during construction. 3.6.1.2 All scrap, debris, and waste material shall be properly stored in

containers or removed from the Jobsite weekly, and more often if necessary. Comply with Section 01 74 19 of these Specifications.

3.6.1.3 Scrap and debris shall be stored neatly at the Jobsite prior to removal in

appropriate containers, dumpsters, etc. in accordance with Section 01 74 19 of these Specifications.

3.6.1.4 Tipping Fees: The Contractor shall pay all fees associated with the

removal of debris and other waste from the Jobsite.

3.6.2 Final Cleaning:

3.6.2.1 Definition: Final Cleaning shall be to the level of cleanliness generally provided by skilled professional cleaners using commercial quality environmentally friendly building maintenance equipment and materials. Final cleaning shall be to the satisfaction of the Architect and Owner.

3.6.2.2 Upon completion of Work, remove from all tools, surplus materials,

equipment, scrap, debris, and waste from Jobsite.

3.6.2.3 Site: Broom clean all paved areas on the site and adjacent to the site. Hose off any mud and similar deposits. Remove any mortar droppings and splashed materials. Use appropriate cleaners on tough to remove stains.

3.6.2.4 Structures, Exterior: Visually inspect all exterior surfaces and remove all

traces of soil, waste materials, smudges, and other foreign matter. Remove all traces of splashed materials from surfaces.


3.6.2.5 Structures, Interior: Visually inspect all interior surfaces and remove all traces of soil, waste materials, smudges, and other foreign matter. Remove any labels except those with instructions for the user or required by law to remain. Remove all traces of splashed materials. Remove paint droppings, spots, stains, and dirt from finished surfaces. Use only cleaning materials appropriate for the surface(s) being cleaned.

3.6.2.6 Glass: Clean all glass, inside and out. Remove all labels except those

permanently etched into the glass.

3.7 Radios and Televisions on Jobsite: No radio or television receivers or similar devices shall be allowed on the Jobsite at any time during construction operations.


JOB #1919 01 21 00 ALLOWANCES PAGE 1 7/18/2019


A. Include the following Allowances in the Contract Sum.

1.2 List of Allowances:

Section 08 71 10: Include an allowance of FOUR THOUSAND DOLLARS ($4,000.00) to purchase door hardware. Section 09 30 13: Include an allowance of FIVE DOLLARS ($5.00) per square foot to purchase tile. Section 31 21 00: Include an allowance of TEN THOUSAND DOLLARS ($10,000.00) for Erosion and Sediment Control measures.

PART TWO-PRODUCTS See individual Specification Sections PART THREE-EXECUTION Comply with Paragraph 3.8 of the General Conditions.


JOB #1919 01 25 00 SUBSTITUTION PROCEDURES PAGE 1 7/3/2019


A. Procedures for substituting products for those specified herein

1.2 Related Sections: A. Section 01 10 00 General Requirements B. Section 01 33 00 Submittal Procedures

1.3 Submittals: 1.3.1 Comply with requirements of Section 01 33 00 1.3.2 Prior to submitting a bid, submit the following:

1.3.2.1 Requests for Substitution of Product(s) 1.3.2.2 Shop Drawings: 1.3.2.3 Product Data: Submit product specifications, certifications, test reports,

etc. to demonstrate that proposed substitution is equal in all respects to the specified product.

PART TWO-PRODUCTS Not Used PART THREE-EXECUTION 3.1 Substitutions: Request for substitution of products shall be submitted in advance to the

Architect for approval. Requests for substitution shall be made a reasonable time in advance of placing material orders to allow the Architect time to consider the same.

3.2 The Architect and Owner reserve the right to act upon or reject substitution requests in such a manner as deemed in the Owner’s best interest.

3.3 If a substituted product is installed without prior approval of the Architect, the Contractor

installing said product(s) does so at his own risk. Nonconforming products shall be grounds for rejection of work.

3.4 Decisions of the Architect concerning substitutions shall be final. 3.5 Or Equal: Where the words “or equal” appear in these Specifications, the Architect shall be

the sole judge of whether or not a product is equal to that mentioned by name in the Specifications. Requests for approval of specific products are not required in this situation, but may be made in the same manner as for substitutions. If a product is installed without prior approval of the Architect, the Contractor installing said product(s) does so at his own risk. Nonconforming products shall be grounds for rejection of work. Decisions of the Architect shall be final.

JOB #1919 01 25 00 SUBSTITUTION PROCEDURES PAGE 2 7/3/2019

3.6 Or Approved Equal: Where the words “or approved equal” appear in these Specifications, the Architect shall be the sole judge of whether or not a product is equal to that mentioned by name in the Specifications. Requests for approval of specific products are required in this situation, and shall be made in the same manner as for substitutions. If a product is installed without prior approval of the Architect, the Contractor installing said product(s) does so at his own risk. Nonconforming products shall be grounds for rejection of work. Decisions of the Architect shall be final.


JOB #1919 01 33 00 SUBMITTAL PROCEDURES PAGE 1 7/3/2019


A. Procedures for Submittals to the Architect

1.2 Related Sections: A. Section 01 10 00 General Requirements B. Section 01 25 00 Product Substitution Procedures C. Section 01 74 19 Construction Waste Management and Disposal

1.3 Submittals: 1.3.1 Comply with requirements of this Section 1.3.2 Within 30 days of award of Contract and before making other submittals, submit the following:

1.3.2.1 Submittal Schedule

1.4 Quality Assurance:

1.4.1 Coordination of Submittals: Prior to each Submittal, carefully review and coordinate all aspects of each item being submitted with the requirements of the Contract Documents, in place work, and other Submittals.

PART TWO-PRODUCTS Not Used PART THREE-EXECUTION 3.1 Make all Submittals required by the Contract Documents, and revise and resubmit as

necessary to establish compliance with the Contract Documents. 3.2 The General Contractor shall review and approve all submittals for compliance with the

Contract Documents prior to submittal to the Architect. 3.3 Electronic Submittals:

3.3.1 Submittals may be made electronically or hard copy.

3.3.2 Electronic Submittal Format: PDF files

3.4 Copies: Where hard copy submittals are required used, submit the number of copies of Shop Drawings and Product Data required to be returned plus two copies which will be retained by the Architect.

3.5 Architect’s approval of or other action taken upon Submittals is only for the limited purpose of

checking for conformance with information given and the design concept expressed in the Contract Documents and does not relieve the Contractor of responsibility for deviation from

JOB #1919 01 33 00 SUBMITTAL PROCEDURES PAGE 2 7/3/2019

the Contract Documents. Accuracy and completeness of dimensions, quantities, and similar details shall be the sole responsibility of the Contractor.

3.6 Where Submittals are required, no work shall be commenced until such submittals have

been approved by the Architect. 3.7 Shop Drawings: Make all Shop Drawings accurately to a scale sufficiently large to show all

pertinent aspects of the items shown and their method of connection to the work. 3.8 Manufacturer’s Literature and Materials Lists: Where contents of submitted literature from

manufacturer’s include data not pertinent to the Submittal, clearly indicate which portion of the contents is being submitted for review.

3.9 Samples: Samples shall be of the precise article proposed to be provided. Samples will be

retained by the Architect until product shown is incorporated into the work. 3.10 The Architect shall have a minimum of seven days to review submittals.


JOB #1919 01 43 49 MOCKUPS PAGE 1 7/3/2019


A. Mockup(s) of proposed construction/assemblies for approval of Architect

1.2 Related Sections: A. Section 01 10 00 General Requirements B. Section 01 50 00 Temporary Facilities and Controls C. Facility Construction Subgroup Divisions 03-13.

PART TWO-PRODUCTS 2.1 Products shall be of the precise products specified in other sections of these Specifications

and proposed to be included in the Work.

2.2 Products installed in the mockup shall be of proposed colors. PART THREE-EXECUTION 3.1 Construct mockups and obtain Architect’s and Owner’s approval prior to commencing facility

construction. 3.2 Location: Locate mockup(s) in close proximity to field office to facilitate observation by the

Architect and Owner. Location shall be such that mockup can remain in place until building construction is completed.

3.3 Construction: Lay out mockup(s) to show details of proposed construction including, but not

limited to: framing, flashing, weather barriers, siding, masonry, roofing, trim, fenestration, and similar components and the interfaces between them.

3.4 Construction of mockups and installation of products in mockup shall comply with applicable

sections of these Specifications.

3.5 Mockups may require multiple observations by the Architect and Owner to observe construction which would ultimately be concealed.

3.6 Notify Architect when mockup is ready for observation/inspection. 3.7 Make corrections to mockup(s) as directed by Architect.

***END OF SECTION****

JOB #1919 01 50 00 TEMPORARY FACILITIES AND CONTROLS PAGE 1 7/12/2019


A. Field Office B. Jobsite Sign C. Temporary Utilities & Heat D. Jobsite Fencing E. Other Temporary Facilities and Controls used During Construction

1.2 Related Sections: A. Section 01 10 00 General Requirements B. Section 01 57 40 Construction Indoor Air Quality C. Section 01 58 00 Temporary Project Sign D. Section 26 20 00 Electrical Service and Distribution

1.3 Permits & Fees:

1.3.1 Obtain all required construction permits associated with the work of this Section. 1.3.2 The Contractor shall pay for all permits and fees.

PART TWO-PRODUCTS Not Used PART THREE-EXECUTION 3.1 Field Office: Set up and maintain field office with telephone, FAX machine, and internet

connection (e-mail) at all times when Work is in progress. 3.2 Jobsite Sign: Provide 4’ x 8’ Jobsite sign as directed by Architect 3.3 Temporary Utilities:

3.3.1 Sources: Connect with local/municipal services and franchised utility companies

where feasible. 3.3.2 Costs: The contractor shall include the cost of all temporary utility services in the

Contract Sum. 3.3.3 Telephone: Provide telephone service to Field Office with separate voice and

FAX lines.

3.3.4 Temporary Electric Power: Provide temporary electric service in accordance with Section 26 20 00 of these Specifications and the National Electrical code.

3.3.5 Temporary Water Service: Provide connection to local utility.

3.3.6 Changeover: At earliest feasible date, use permanent utility services installed for the Project, and disconnect and remove temporary service lines.

JOB #1919 01 50 00 TEMPORARY FACILITIES AND CONTROLS PAGE 2 7/12/2019

3.4 Temporary Jobsite Fencing: Temporary fencing of the Jobsite is required. The Contractor is responsible for all risks at the Jobsite per the General and supplementary Conditions.

3.5 Dewatering: Maintain Jobsite and construction work free of water accumulation. Do not

endanger the Work or adjacent properties. Maintain protection against flooding. 3.6 Temporary Heat: Until such time as the M/E systems of the Project can be used to provide

heat, provide gas or oil fired space heaters which are UL labeled and approved for construction space heating. Provide adequate ventilation and thermostatic control. Operate space heating equipment in strict accordance with applicable UL listing. When building HVAC equipment is operated during construction comply with requirements of Section 01 57 40 of these Specifications.

3.7 Temporary Electrical Distribution System: Comply with applicable provisions of Section

26 20 00 of these Specifications and the National electrical Code. 3.8 Temporary Lighting: Provide lighting of intensity and quality sufficient for proper and safe

performance of Work, safe access, and security. 3.9 Temporary Roads:

3.9.1 Where feasible, use subbase and base construction of permanent roads and paving as temporary roads and construction staging areas. Delay installation of finish paving courses until possibility of damage from construction operations has passed.

3.9.2 Where temporary construction is necessary, provide compacted subgrade and 3”

minimum compacted crushed stone. Remove temporary roads and paving when no longer needed.

3.9.3 Provide temporary stone access to buildings to avoid tracking mud onto slabs.

3.9.4 Comply with Approved Erosion Control Plan.

3.10 Toilet Facilities: Provide temporary toilets in accordance with OSHA and other applicable

regulations 3.11 Temporary Partitions: Provide temporary partitions as needed to protect completed work in

adjacent areas. Seal around edges of temporary partitions to prevent dust penetration. 3.12 Miscellaneous Facilities: Provide temporary stairs, ramps, ladders, guardrails, scaffolding,

shoring, bridges, bracing, barriers, platforms, waste chutes and similar items.

***END OF SECTION****

JOB #1919 01 57 40 CONSTRUCTION INDOOR AIR QUALITY PAGE 1 7/11/2019


A. Construction Indoor air Quality (IAQ) Management Plan

1.2 Related Sections: A. Section 01 74 19 Construction Waste Management B. Section 23 08 00 HVAC Commissioning C. Section 23 31 13 Ductwork D. Section 23 54 11 HVAC

1.3 Permits & Fees:


1.4 Submittals:

1.4.1 Comply with requirements of Section 01 33 00 1.4.2 Within 30 days of award of Contract and prior to any waste removal from the Project, submit the following:

1.4.2.1 Construction IAQ Plan 1.4.2.2 List of IAQ protective measures

1.4.2.3 Schedule for inspection and maintenance of IAQ measures


1.5.1 Experienced, qualified personnel shall perform the work of this Section.

1.5.2 Referenced Standards

A. ASHRAE 52.1-92 Gravimetric and Dust Spot Procedures for testing Air

Cleaning Devices in General Ventilation for Removing Particulate Matter B. ASTM D5116-10 Standard Guide for Small-Scale Environmental Chamber

Determinations of Organic Emissions from Indoor Materials/Products C. SMACNA IAQ Guidelines for Occupied Buildings Under Construction

1.5.3 Goals:

1.5.3.1 Protect workers on site from undue health risks during construction

1.5.3.2 Prevent residual problems with indoor air quality in the completed

building

PART TWO-PRODUCTS Not Used

JOB #1919 01 57 40 CONSTRUCTION INDOOR AIR QUALITY PAGE 2 7/11/2019

PART THREE-EXECUTION 3.1 Construction IAQ Management Plan

3.1.1 Meet or exceed the requirements of SMACNA IAQ Guidelines for Occupied

Buildings Under Construction. 3.1.1.1 Protect HVAC system components from contamination 3.1.1.2 Provide a minimum continuous ventilation rate of one air change per

hour during construction or conduct a building flush-out with new filtration media at 100 percent outside air after construction ends and prior to occupancy for seven days.

3.1.1.3 Provide 85 percent minimum filtration on return air systems that are

operational during construction and replace filtration media prior to occupancy.

3.1.2 During installation of carpet, paints, furnishings, and other VOC emitting

products, provide supplemental (spot) ventilation for at least 72 hours after work is completed.

3.1.3 Conduct regular inspection and maintenance of indoor air quality measures

including ventilation system protection and ventilation rate.

3.1.4 Use wet sanding for gypsum board assemblies. Where wet sanding is not possible, observe the following prior to dry sanding. 3.1.4.1 Fully isolate space(s) undergoing dry finishing.

3.1.4.2 Provide full closure of air system devices and ductwork.

3.1.5 Use low-toxicity cleaning supplies for surfaces, equipment, and workers’ personal use.

3.2 Implementation: Use such means as necessary to communicate Construction IAQ Plan to

forces on the Project.


JOB #1919 01 58 00 TEMPORARY PROJECT SIGN PAGE 1 7/11/2019


A. Temporary Project Sign

1.2 Related Sections: A. Section 01 10 00 General Requirements B. Section 01 50 00 Temporary Facilities and Controls

1.3 Permits & Fees:


1.4 Submittals:

1.4.1 Comply with requirements of Section 01 33 00 1.4.2 Within 30 days of award of Contract, submit the following:

1.4.2.1 Shop Drawings: Color rendering of sign



1.6 Product Handling:

1.6.1 Use all means necessary to protect the products and work of this Section. 1.6.2 Store all materials above ground and protected from weather.

1.6.3 Do not install damaged or defective products.

PART TWO-PRODUCTS 2.1 Sign:

2.1.1 Size: 4’ x 8’ 2.1.2 Material: MDO Plywood, Exterior Grade

2.1.3 Copy: As directed by Architect

2.2 Support Structure: Pressure Treated 4x4 SYP, braced as required to support wind and other loading.

PART THREE-EXECUTION 3.1 Inspection: Examine the areas and conditions under which the work of this Section will be

performed. Make adjustments and corrections as required.

JOB #1919 01 58 00 TEMPORARY PROJECT SIGN PAGE 2 7/11/2019

3.2 Locate sign as directed by Architect and in accordance with temporary sign permit. 3.3 Install sign in such a manner that it will withstand anticipated wind, weather, and other forces

including, but not limited to vandalism. Attach to support structure with screws or bolts. 3.4 Remove temporary project sign at conclusion of construction unless directed otherwise by

Owner.


JOB #1919 01 73 29 CUTTING AND PATCHING PAGE 1 7/11/2019


1.1.1. General requirements pertaining to cutting, fitting, and patching of the Work to: (a) Interface new and existing construction. (b) Make the several parts fit properly. (c) Uncover work to remediate ill timed work. (d) Remove and replace work not conforming to the Contract Documents. (e) Remove and replace defective work.

1.2 Submittals:

1.2.1 Comply with requirements of Section 01 33 00 1.2.2 Request for the Architect’s Consent: Prior to cutting which affects structural

safety, submit written request to the Architect for permission to proceed with cutting.

1.2.3 Submit written notice to the Architect designating the time work will be uncovered

which requires the Architect’s observation.



1.3.2 Perform cutting and patching in strict accordance with pertinent requirements of these Specifications and, in the event no such requirements are determined, in accordance with the Architect’s written direction.

1.3.3 Do not cut or alter work performed under separate contract without the

Architect’s written permission.


1.4.1 Use all means necessary to protect the products and work of this Section. 1.4.2 Deliver products to Jobsite and store in manufacturer’s original, unopened

cartons/containers with labels intact until ready for installation.

1.4.3 Store all materials above ground and protected from weather.

1.4.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Materials: Use materials which comply with pertinent sections of these Specifications to

replace work removed. 2.2 Payment for Costs: Perform cutting and patching required to comply with the Contract

Documents.

JOB #1919 01 73 29 CUTTING AND PATCHING PAGE 2 7/11/2019

PART THREE-EXECUTION 3.1 Inspection:

3.1.1 Inspect existing conditions including, but not limited to elements subject to

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

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

3.1.3 If uncovered conditions are not as anticipated, immediately notify the Architect

and secure needed directions.

3.1.4 Do not proceed in areas of discrepancy until all such discrepancies have been fully resolved.

3.2 Preparation: Prior to cutting or demolition, provide necessary protection including, but not necessarily limited to, shoring, bracing, and support to maintain the structural integrity of the work.

3.3 Performance: Perform all required excavation and backfilling in accordance with pertinent

sections of these Specifications. Perform cutting and demolition by methods which will prevent damage to other portions of the work and will provide proper surfaces to receive installation of repair and new work. Perform fitting and adjustment of products to provide finished installation complying with requirements of these Specifications.


JOB #1919 01 74 19 CONSTRUCTION WASTE MANAGEMENT PAGE 1 7/21/2019


A. Special requirements for waste management during construction operations B. Prevention of environmental pollution and damage C. Reuse and recycling of solid waste

1.2 Related Sections: A. Section 01 00 00 General Requirements B. Section 01 77 00 Closeout Procedures

1.3 Permits & Fees:


1.4 Submittals:

1.4.1 Comply with requirements of Section 01 33 00 1.4.2 Within 30 days of award of Contract and not less than 10 days prior to

preconstruction meeting, submit Solid Waste Management Plan including but not limited to the following:

1.4.2.1 List of recycling facilities, reuse facilities, municipal solid waste landfills, and other disposal areas to be used.

1.4.2.2 Identification of materials to be diverted from waste stream.

1.4.2.3 Identification of materials that cannot be recycled or reused.

1.4.3 Progress Documentation:

1.4.3.1 Document solid waste disposal and diversion. Include the quantity by

weight of waste generated; waste diverted through sale, reuse, or recycling; and waste disposed of by landfill or incineration. Identify landfills, recycling centers, waste processors, and other organizations that process or receive solid waste.

1.4.3.2 Document on form in Appendix A following this Section or similar form as

approved by Owner and Architect.

1.4.3.3 Submit manifests, weight tickets, receipts, and invoices specifically identifying the Project and waste material.

1.4.3.4 Submit updated documentation with each Application for Payment.

1.4.4 Record Submittals:

1.4.4.1 Summary of Solid Waste Disposal and Diversion. 1.4.4.2 Document on form in Appendix A following this Section or similar form as

approved by Owner and Architect.



1.5.1 Maximize use of source reduction and recycling procedures.

1.5.2 Diversion Goals: Divert as much project solid waste from landfill as possible.

1.5.3 Do or not burn bury materials at site 1.5.4 Utilize state licensed landfills for non-diverted waste 1.5.5 Referenced Standards:

A. ASTM D5834-95 Standard Guide for Source Reduction, Reuse, Recycling, and

Disposal of Solid and Corrugated Fiberboard (Cardboard) B. ASTM E1609-01 Standard Guide for Development and Implementation of a

Pollution Prevention Program C. ASTM E2114-08 Standard Terminology for Sustainability Relative to the

Performance of Buildings

1.6 Preconstruction Meeting: After award of Contract and prior to commencement of the Work, schedule and conduct meeting with the Owner and Architect to discuss proposed Waste Management Plan and details of environmental protection.

PART TWO-PRODUCTS Not Used PART THREE-EXECUTION 3.1 Develop and implement a Solid Waste Management Plan in accordance with ASTM E1609. 3.2 Collection: Implement a recycling/reuse program that includes separate collection of waste

materials of the following types as appropriate to the type of waste and to available recycling and reuse programs.

3.2.1 Land Clearing Debris 3.2.2 Asphalt

3.2.3 Concrete and Masonry

3.2.4 Metals

3.2.5 Wood

3.2.6 Debris

3.2.7 Glass

3.2.8 Paper

3.2.9 Plastics


3.2.10 Gypsum

3.2.11 Non-Hazardous Paint and Paint Cans

3.2.12 Carpet

3.2.13 Insulation

3.2.14 Other

3.3 Recycling/Reuse: Maximize recycling and reuse of materials. 3.4 Handling:

3.4.1 Clean materials that are contaminated prior to placing in collection containers.

Comply with recycling/reuse facility requirements. 3.4.2 Arrange for collection by or delivery to appropriate recycling/reuse facility.

3.4.3 Hazardous Waste and Hazardous Materials: Handle in accordance with

applicable regulations.

3.5 Composting: Deliver compostable materials to appropriate composting center.



APPENDIX A

SUMMARY OF SOLID WASTE DISPOSAL AND DIVERSION Project Name__________________________________________Project Number____________ Contractor Name______________________________________License Number____________ Contractor Address______________________________________________________________ Signature___________________________________________Date_______________________

Solid Waste Material

Date Material Disposed/ Diverted

Amount Disposed/ Diverted (ton or cubic yard)

Municipal Solid Waste Facility (name, address, & phone number)

Recycling/ Reuse Facility (name, address, & phone number)

Comments (if disposed, state why not diverted)

Appliances Asphalt Cardboard Carpet Concrete Gypsum Drywall Land Clearing/Soil

Masonry Metals: Ferrous Metals: Non-ferrous

Mixed/Co-mingled Waste

Plastic Roofing: Asphalt-based

Roofing: EPDM Salvaged/Surplus Materials for Reuse

Wood: Landclearing Debris

Wood: Scrap Lumber

Other:

JOB #1919 01 77 00 CLOSEOUT PROCEDURES PAGE 1 7/12/2019


A. Procedures at completion of construction B. Project Record Documents

1.2 Related Sections: A. Section 01 10 00 General Requirements B. Section 01 25 00 Substitution Procedures C. Section 01 33 00 Submittal Procedures D. Section 01 50 00 Temporary Facilities and Controls E. Section 01 74 19 Construction Waste Management and Disposal F. Section 23 08 00 HVAC Commissioning

1.3 Submittals: 1.3.1 Comply with requirements of Section 01 33 00

1.3.2 At time of Substantial Completion, submit the following:

1.3.2.1 Warranties

1.3.2.2 Operation Manuals

1.3.2.3 Preliminary Commissioning Reports

1.3.2.4 Preliminary Summary of Solid Waste Disposal and Diversion

1.3.3 Within 30 days of Substantial Completion, submit the following:

1.3.3.1 Project Record Documents: 1.3.3.2 Final Commissioning Reports

1.3.3.3 Final Summary of Solid Waste Disposal and Diversion

PART TWO-PRODUCTS Not Used PART THREE-EXECUTION 3.1 The provisions of this Section apply primarily to close-out of actual physical work.

Administrative matters such as Final Payment and changeover of insurance are addressed in the General Conditions and other applicable sections of these Specifications. Close-out requirements apply to both Substantial Completion and Final Completion of the Work. Specific requirements of other sections of these Specifications are in addition to the requirements of this Section.

3.2 Procedures at Substantial Completion:


3.2.1 Prerequisites: Comply with General Conditions and complete the following prior to requesting Architect’s inspection of the Work or designated portion thereof, for Substantial Completion:

3.2.2 Submit executed warranties, workmanship bonds, maintenance agreements,

inspection certificates, and similar required documentation for specific units of Work enabling Owner’s unrestricted occupancy and use.

3.2.3 Submit Maintenance Manuals, tools, spare parts, keys, and similar operational

items.

3.2.4 Complete startup testing of systems.

3.2.5 Complete instruction of Owner’s operating personnel and start-up of systems.

3.2.6 Remove temporary facilities and tools.

3.2.7 Complete final cleaning.

3.2.8 Touch-up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

3.2.9 Make changeover from construction to permanent locks. 3.2.10 Comply with requirements and procedures of specified Green Building Program

related to Project Closeout. 3.2.11 Submit preliminary green building documentation.

3.3 Procedures at Final Completion: 3.3.1 Prerequisites: Comply with General Conditions and complete the following prior

to requesting Architect’s inspection of the Work for Final Completion: 3.3.2 Complete items on Contractor’s Punch List and Architect’s Inspection Report

from Substantial Completion.

3.3.3 Submit Record Documents. 3.3.4 Submit final Green Building Documentation.

3.4 Record Documents: 3.4.1 Record Drawings: Maintain a complete set of blue or blackline prints of Contract

Drawings and Shop Drawings for record mark-up purposes throughout the Contract time.

3.4.2 Mark up Drawings during the course of construction to show changes and actual

installation conditions. Sign and date each mark-up.

3.4.3 Bind prints into manageable sets with durable paper covers and label each set.

3.5 Maintenance Manuals: 3.5.1 Provide required maintenance manuals, properly identified and indexed.


3.5.2 Include operating and maintenance instructions including emergency instructions, warranties, inspection procedures and schedules, diagrams, and similar appropriate data for each system or equipment item.

3.5.3 Format of Manuals: CD ROM(s) containing PDF files. Provide three copies.

3.6 Operator Instruction: Provide on-site instruction to Owner’s operating personnel sufficient to

ensure safe operation and maintenance of mechanical, electrical, and electronic systems. 3.7 Final Cleaning: At Substantial Completion, perform final cleaning of completed portions of

Work in accordance with requirements of Section 01 10 00 of these Specifications. As “punch list” items are completed, areas affected by punch work shall be cleaned to standards required for final cleaning.


JOB #1919 02 41 01 DEMOLITION AND DECONSTRUCTION PAGE 1 7/18/2019


1.1.1. General requirements pertaining to Demolition and Deconstruction 1.1.2. Selective demolition of portions of existing facilities

1.2 Submittals:

1.2.1 Comply with requirements of Section 01 33 00 1.2.2 Request for the Architect’s Consent: Prior to demolition/deconstruction which

affects structural safety, submit written request to the Architect for permission to proceed with cutting.



1.3.2 Perform demolition and deconstruction in strict accordance with pertinent

requirements of these Specifications and, in the event no such requirements are determined, in accordance with the Architect’s written direction.

1.3.3 Do not cut or alter work performed under separate contract without the

Architect’s written permission.

PART TWO-PRODUCTS 2.1 Not Used PART THREE-EXECUTION 3.1 Inspection:

3.1.1 Inspect existing conditions including, but not limited to elements subject to

movement or damage during cutting, excavating, backfilling, or other deconstruction work.

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

3.1.3 If uncovered conditions are not as anticipated, immediately notify the Architect

and secure needed directions.

3.1.4 Do not proceed in areas of discrepancy until all such discrepancies have been fully resolved.

3.2 Preparation: Prior to demolition/deconstruction, provide necessary protection including, but not necessarily limited to, shoring, bracing, and support to maintain the structural integrity of existing work.

JOB #1919 02 41 01 DEMOLITION AND DECONSTRUCTION PAGE 2 7/18/2019

3.3 Performance: Perform all required excavation and backfilling in accordance with pertinent sections of these Specifications. Perform cutting and demolition by methods which will prevent damage to other portions of the work and the existing facility, and will provide proper surfaces to receive installation of repair and new work.

3.4 Disposal:

3.4.1 Dispose of waste materials in accordance with approved Solid Waste Management Plan specified in Section 01 74 19 of these Specifications.

3.4.2 Comply with all applicable codes and regulations during disposal operations.

3.4.3 Tipping Fees: The Contractor shall pay all fees associated with removal of debris from Jobsite.


JOB #1919 03 30 00 CAST IN PLACE CONCRETE PAGE 1 7/11/2019


A. Cast in place concrete for footings, walls, floor slabs, door pads, and as otherwise indicated on Drawings.

B. Concrete Formwork C. Reinforcing Steel D. Perimeter Insulation

1.2 Related Sections: A. Section 03 45 00 Architectural Precast Concrete B. Section 04 20 00 Unit Masonry C. Section 04 73 01 Manufactured Stone Masonry D. Section 07 21 18 Insulation

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Shop Drawings showing connections, configuration, detailed locations of reinforcing steel, etc. 1.4.2.2 Product Data

1.4.2.3 Mix Designs


1.5.1 Comply with all applicable codes and regulations 1.5.2 Experienced, qualified personnel shall perform the work of this Section.

1.5.3 Inspections and Testing:

1.5.3.1 Provide access to work for special inspectors if required under USBC

Section 1705.3 1.5.3.2 Provide access to work for Owner’s testing laboratory.

1.5.4 Reference Standards:

A. ASTM A615-14 Specification for Deformed and Plain Carbon Steel Bars for

Concrete Reinforcement B. ASTM A1064-13 Specification for Carbon-Steel Wire and Welded Wire

Reinforcement, Plain and Deformed, for Concrete C. ASTM C33-13 Specification for Concrete Aggregates


D. ASTM C94-14 Specification for Ready-Mixed Concrete E. ASTM C150-12 Specification for Portland Cement F. ASTM C494-13 Specification for Chemical Admixtures for Concrete G. ASTM C578-14 Specification for Rigid, Cellular Polystyrene Thermal

Insulation H. ACI 301-10 Specifications for Structural Concrete I. ACI 304-00 Recommended Practice for Measuring, Mixing, Transporting,

and Placing Concrete J. ACI 305-10 Recommended Practice for Hot Weather Concreting K. ACI 306 Recommended Practice for Cold Weather Concreting L. ACI 309 Recommended Practice for Consolidation Concrete M. ACI 315 Details and Detailing of Concrete Reinforcement N. ACI 318-14 Building Code Requirements for Structural Concrete O. ACI 347 Recommended Practice for Concrete Formwork P. CRSI Manual of Practice.


1.6.1 Use all means necessary to protect the products and work of this Section. 1.6.2 Store all materials above ground and protected from weather.


PART TWO-PRODUCTS 2.1 Formwork: Lumber, plywood, or steel forms may be used.

2.2 Reinforcing:

2.2.1 Reinforcing Bars: ASTM A615 Grade 60 2.2.2 Steel Wire: ASTM A1064

2.2.3 Welded Wire Fabric (WWF): ASTM A1064

2.2.4 Provide chairs, supports, and other materials as required for a complete and

proper installation.

2.3 Concrete: 2.3.1 Comply with ACI 318 2.3.2 Compressive Strength:

2.3.2.1 Footings: 3,000 PSI 2.3.2.2 Interior Floor Slabs: 4,000 PSI

2.3.2.3 Door Pads: 4,000 PSI

2.3.2.4 Foundation & Shear Walls: 3,000 PSI

2.3.3 Air entrainment: 6% =/- 1.5% for all exterior slabs on grade


2.3.4 Slump: 4”

2.4 Other Materials:

2.4.1 Vapor Barrier: 6 mil polyethylene 2.4.2 Below Slab Insulation: Closed cell polyurethane spray foam. Comply with

requirements of Section 07 21 18 of these Specifications.

2.4.3 Stone Cushion Under Slab: VDOT #68

2.4.4 Admixtures: Comply with ASTM C494

2.4.5 Form Release Agent: Provide form oil or similar release agent that is compatible with forms used and not detrimental to concrete or inserts.

2.4.6 Footing Forms/Drain: Form-A-Drain 2.4.7 Anchors, Inserts, Waterstops, etc.: Provide anchor bolts, inserts, and similar

accessories as shown on the drawings and/or required for a complete and proper installation.

PART THREE-EXECUTION 3.1 Formwork:

3.1.1 Comply with ACI 347 3.1.2 Construct all formwork straight, level, plumb, and true to produce work as

indicated on the Drawings.

3.1.3 Set and build into work anchors and other embedded accessories as required for a complete and proper installation. Coordinate placement with other trades.

3.1.4 Install expansion joints as shown on Drawings or required for a complete and


3.1.5 Earth Forms: May be used for non-building footings. Overexcavate 3” beyond sizes shown on drawings.

3.2 Reinforcing:

3.2.1 Place as shown on Drawings, per CRSI recommendations, and ACI 315. 3.2.2 Support and tie steel in such a manner that no movement can occur during

placement operations and no water damage can occur after completion.

3.2.3 Splices: Per CRSI recommendations and ACI 315.

3.3 Below Slab Insulation: Comply with requirements of Section 07 21 18 of these Specifications.

3.4 Placing Concrete:

3.4.1 Comply with ACI 304


3.4.2 Provide construction joints as required to produce neat and orderly work. Cold

joints in concrete are unacceptable.

3.4.3 Do not water down concrete at Jobsite. If slump reduction is desired, plasticizing admixtures are to be mixed in at the batch plant.

3.4.4 Hot Weather Placement: Comply with ACI 305.

3.4.5 Cold Weather Placement: Comply with ACI 306

3.5 Consolidation: Comply with ACI 309. 3.6 Finishes:

3.6.1 Footings: Float to level 3.6.2 Interior Floor Slabs:

3.6.2.1 Type of Finish: Polished; suitable for exposed finish. Contractor to

provide sample of finished product prior to placing concrete. 3.6.2.2 Finishing Tolerance: True plane within ¼” in 10’ – 0” in any direction.

3.6.3 Door Pads and Aprons: Light broom finish


JOB #1919 04 20 00 UNIT MASONRY PAGE 1 7/11/2019


A. Concrete Masonry B. Masonry Reinforcing C. Installation of Embedded Flashings, Anchors, Etc.

1.2 Related Sections: A. Section 03 30 00 Cast In Place Concrete B. Section 05 50 00 Metal Fabrications C. Section 07 60 00 Flashing and Sheet Metal

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Results of mortar tests performed in accordance with ASTM C270 1.4.2.2 Shop Drawings showing details of steel reinforcement.

1.4.2.3 Manufacturer’s literature for masonry accessories, ties, wire reinforcing,

control joint fillers, etc. 1.4.2.4 Results of tests of masonry units and materials attesting to compliance

with the specified requirements.

1.4.2.5 Samples of proposed masonry units mortar colors, etc.


1.5.1 Codes and Standards: Comply with applicable requirements of governing codes and regulations for types of masonry construction indicated.

1.5.2 Comply with applicable provisions of the following:

1. ACI 530 Building Code Requirements for Masonry Structures 2. ACI 530.1 Specifications for Masonry Structures

1.5.3 Referenced Standards A. ACI 530-13 Building Code Requirements for Masonry Structures B. ACI 530.1-13 Specifications for Masonry Structures C. ASTM A615-12 Specification for Deformed and Plain Billet-Steel Bars for

Concrete Reinforcement D. ASTM C55-11 Specification for Concrete Brick


E. ASTM C90-13 Specification for Load Bearing Concrete Masonry Units F. ASTM C216-13 Specification for Facing Brick (Solid Masonry Units Made

from Clay or Shale) G. ASTM C270-12a Specification for Mortar for Unit Masonry H. ASTM C476-18 Specification for Grout for Masonry I. ASTM C549-06(2012) Specification for Perlite Loose Fill Insulation J. ASTM C652-13 Specification for Hollow Brick (Hollow Masonry Units Made

from Clay or Shale)

1.5.4 Where provisions of this Specification differ with referenced codes and standards, the more stringent requirement shall apply.

1.5.5 Inspections and Testing:

1.5.5.1 Provide access to work for special inspectors if required under USBC

Section 1705.4. 1.5.5.2 Compressive Strength (f’m) shall be determined by Unit Strength Method

in compliance with ACI 530.1 Sect. 1.6.2. Required compressive strength (f’m) shall be as indicated on Drawings.




[cartons/containers] with labels intact until ready for installation.


1.6.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Materials, General: Comply with applicable provisions of ACI 530.1 and as specified herein. 2.2 Masonry Units:

2.2.1 Concrete Masonry Units:

2.2.1.1 Hollow CMU: ASTM C90 2.2.1.2 Solid CMU: ASTM C55

2.3 Mortar: 2.3.1 Comply with ASTM C270 2.3.2 Use only one brand of mortar cement where unpainted masonry is exposed to

view.

2.3.3 Type: S 2.4 Grout: Comply with ASTM C476


2.5 Reinforcement:

2.5.1 Joint Reinforcement: Galvanized, truss type; comply with requirements of ACI

530.1 2.5.2 Rebar: ASTM A615 Grade 60

2.6 Provide all other materials and accessories as required for a complete and proper installation.

PART THREE-EXECUTION 3.1 Installation – General

3.1.1 Comply with applicable requirements of ACI 530.1. 3.1.2 Build walls to dimensions and lines shown on Drawings. Single wythe

dimensions shown are nominal thickness.

3.1.3 Build chases and recesses as shown or required by other trades.

3.1.4 Veneer Anchors: Attach to studs with galvanized screws appropriate for this use. Do not attach with roofing nails.

3.1.5 Protect work of other trades from mortar droppings, spatters, cleaning chemicals,

etc. Cover as required.

3.2 Laying Walls: 3.2.1 Bond: Running unless otherwise shown on Drawings or specified herein. 3.2.2 Lay out walls in advance for accurate spacing of surface bond patterns with

uniform joint widths. Accurately locate openings.

3.3 Mortar Joints: 3.3.1 Size: 3/8” or as noted 3.3.2 Joint Profile:

3.3.2.1 Block Walls Exposed to View: Concave 3.3.2.2 Block Walls to be Waterproofed: Concave

3.3.2.3 Other Block Walls: Cut flush

3.4 Reinforcing and Grouted Cores:

3.4.1 Comply with applicable requirements of ACI 530.1 3.4.2 Lap rebar at least 30 diameters at splices.

3.5 Cleaning:


3.5.1 Comply with Requirements of ACI 530.1 3.5.2 Wipe off excess mortar as work progresses. Dry brush at end of each days work

and more frequently if necessary.

3.5.3 Final cleaning: After mortar has thoroughly set, clean all exposed surfaces to meet Architect’s approval.

3.5.4 Protect adjacent surfaces from cleaning chemicals. Cover surfaces as required.

3.6 Protection of Work: Protect work in compliance with requirements of ACI 530.1.


JOB #1919 04 73 01 MANUFACTURED STONE MASONRY PAGE 1 7/21/2019


A. Manufactured Thin Stone Veneer B. Manufactured Stone Trim

1.2 Related Sections: A. Section 04 20 00 Unit Masonry B. Section 06 10 00 Rough Carpentry C. Section 07 44 65 Faced Insulated Perimeter Wall Panels D. Section 07 60 00 Flashing and Sheet Metal

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Shop Drawings 1.4.2.2 Product Data

1.4.2.3 Material Samples

1.4.2.4 Manufacturer’s Installation Instructions




A. ASTM C67-13 Test Methods of Sampling and Testing Brick and Structural

Clay Tile B. ASTM C91-12 Specification for Masonry Cement C. ASTM C150-12 Specification for Portland Cement D. ASTM C177-13 Test Method for Steady-State Heat Flux Measurements and

Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus

E. ASTM C207-06(2011) Specification for Hydrated Lime for Masonry Purposes F. ASTM C270-12a Specification for Mortar for Unit Masonry G. ASTM C567-14 Test Method for Unit Weight of Structural Lightweight

Concrete H. UL 723-2008 Test for Surface Burning Characteristics of Building Materials

1.5.3 Mockups: Erect 4’ x 4’ Sample Panel at Jobsite showing color, texture, pattern,

joint profile, and workmanship for Owner’s and Architect’s approval prior to ordering products.


1.5.4 Warranty: 50 year, or Manufacturer’s standard, whichever is longer.





1.6.4 Do not install damaged or defective products. 1.7 Site Conditions:

1.7.1 Maintain materials and surrounding air temperature to minimum 40o F (4oC) prior to, during, and for 48 hours after completion of work or as recommended by simulated stone manufacturer.

1.7.2 Protect materials from rain and freezing temperatures prior to , during, and for 48

hours after completion of work.

1.7.3 Do not allow construction activity on opposite side of wall during installation and for 48 hours following completion of work.

PART TWO-PRODUCTS 2.1 Simulated Stone:

2.1.1 Use only materials of one manufacturer. 2.1.2 Manufacturer: Eldorado Stone Corporation

2.1.3 Material: Lightweight portland cement concrete with mineral oxide pigments.

2.1.4 Flame Spread: 0

2.1.5 Fuel Contributed: 0

2.1.6 Smoke Developed: 0

2.1.7 Thickness: 1 ¾” nominal

2.1.8 Color/Pattern: Cut Coarse Stone; Cannonade; color as selected by Architect.

2.1.9 Provide accessory stones and trim (outside corners, water tables, capstones,

arches, keystones, quoins, etc.) as indicated on the Drawings, specified herein, or as required for a complete and proper installation.

2.2 Setting Materials:

2.2.1 Mortar: ASTM C270, Type N or S with mineral oxide pigment; color as selected

by Architect and Owner


2.2.2 Mortar Products: Acceptable to stone manufacturer.

2.2.3 Mortar Admixtures: Use only materials that are approved by stone manufacturer and Architect.

2.2.4 Lath: 18 ga. Galvanized woven wire mesh or galvanized 2.5 lb. flat diamond

mesh. Lath materials shall be acceptable to stone manufacturer, code approved.

2.3 Weather Resistant Barrier: Code approved building paper acceptable to stone manufacturer. 2.4 Other Materials:

2.4.1 Miscellaneous Hardware: Provide all clips, angles, and similar miscellaneous

mounting hardware. 2.4.2 Provide edge screeds, flashings, control joints, and similar items required for a

complete and proper installation. 2.4.3 Provide all other materials required for a complete and proper installation.

2.4.4 Cleaning Materials: Use only cleaners approved by stone manufacturer.

PART THREE-EXECUTION 3.1 Examine the areas and conditions under which the work of this Section will be performed.

Correct defects and discrepancies before proceeding. Verify that substrate conditions are acceptable for product installation in accordance with simulated stone manufacturer’s written instructions.

3.2 Manufacturer’s Instructions: Install products in strict accordance with stone manufacturer’s

installation instructions, specifications, and product data. 3.3 Surface Preparation:

3.3.1 Sheathed Stud Walls: Install one layer of weather resistant barrier with lap joints

4” shingle fashion. Apply metal lath with galvanized fasteners at depth and spacing specified by simulated stone manufacturer. In no case shall fastener spacing exceed 6” vertically and 16” horizontally. Wrap weather resistant barrier and lath 16” minimum around corners.

3.3.2 Concrete or Masonry Walls: Clean per stone manufacturer’s instructions and

recommendations.

3.4 Installation: Install manufactured stone in strict accordance with manufacturer’s instructions and recommendations.

3.5 Joint Type: Grouted, beaded profile as directed by Architect.

3.6 Cleaning: Clean in strict accordance with stone manufacturer’s instructions and

recommendations. 3.7 Protection: Protect installed product and finished surfaces from damage during construction.


JOB #1919 06 10 00 ROUGH CARPENTRY PAGE 1 7/11/2019

PART ONE-GENERAL 1.1 Section Includes: Provide all rough carpentry needed for a complete and proper installation

including, but not limited to:

A. Framing of structure B. Erection of roof trusses C. Wall and roof sheathing D. Blocking for surface mounted accessories, casework, and hardware E. All other work customarily performed by framing carpenters

1.2 Related Sections: A. Section 06 17 53 Pre-Fabricated Wood Trusses B. Section 07 21 18 Insulation C. Section 07 25 10 Weather Barriers & Rainscreen

1.3 Permits & Fees:




1.4.2 Referenced Standards:

A. Virginia Uniform Statewide Building Code B. ANSI/AWC NDS-15 National Design Specification (NDS) for Wood

Construction with 2015 NDS Supplement C. SPIB Standard Grading Rules for Southern Pine Lumber D. APA E30-03 Engineered Wood Construction Guide E. APA PS-1-09 Voluntary Product Standard for Structural Plywood F. APA PS2-10 Voluntary Product Standard for Wood Based Structural-Use

Panels G. ASTM A153-09 Specification for Zinc Coating (Hot Dip) on Iron and Steel

Hardware H. ASTM A653-08 Specification for Steel Sheet, Zinc Coated (Galvanized) or

Zinc-Iron Alloy Coated (Galvannealed) by the Hot Dip Process I. AWPA C1-03 All Timber Products-Preservative Treated by Pressure

Processes


1.5.1 Use all means necessary to protect the products and work of this Section.

1.5.2 Store all materials above ground and protected from weather in such a manner as to ensure proper ventilation.

1.5.3 Do not install damaged, warped, twisted, or otherwise defective material.


PART TWO-PRODUCTS 2.1 Framing Lumber:

2.1.1 Sills, Plates, Studs, Etc. In Contact With Masonry or Concrete: SPIB #2 SYP,

pressure treated 2.1.2 Ceiling Joists, Posts & Beams: SPIB #2KD SYP 19% maximum moisture

content

2.1.3 Miscellaneous Framing: SPIB #2KD SYP 19% maximum moisture content

2.1.4 Studs: SPF Stud

2.1.5 LVL Beams and Headers: Fb = 2,800 PSI, Fv = 285 PSI, E = 1,900,000 PSI

2.1.6 PSL Beams, Columns, & Headers: Fb = 2,800 PSI, Fv = 285 PSI, E = 2,000,000 PSI

2.2 Exterior Wall Sheathing:

2.2.1 Fire Rated Walls: 5/8” Type X gypsum sheathing 2.2.2 Shear Walls and Corners: ½” APA Structural I rated sheathing

2.2.3 Other Locations: APA CDX Plywood; exterior glue, thickness as shown on

Drawings.

2.3 Roof Sheathing: APA CDX Plywood or OSB; exterior glue, thickness as shown on Drawings 2.4 Exterior Deck Material: SPIB #2 SYP, pressure treated 2.5 Rough Hardware:

2.5.1 Machine Bolts: ASTM A307 2.5.2 Joist Hangers etc.: Simpson Strong-Tie or Equal. Use G-185 galvanized

(Z-Max) hardware in contact with treated wood members.

2.5.3 Nails Used in Treated Lumber or exposed to weather: G-185 Galvanized

2.5.4 Nails in all other Framing Applications: CC sinkers per code.

2.5.5 Plyclips: Aluminum or galvanized

2.5.6 Lag Bolts, Screws, Etc. in Treated Lumber or exposed to weather: G-185 Galvanized

2.5.7 Provide all other rough hardware as required for a complete and proper

installation.

2.6 Air Infiltration Wrap is specified in Section 07 25 00 of these Specifications.


PART THREE-EXECUTION 3.1 Temporary Shoring & Bracing: Provide temporary shoring and bracing as required to support

all loads during construction. 3.2 Workmanship:

3.2.1 All members shall be assembled in accordance with the drawings and with all

pertinent codes and regulations. 3.2.2 Joints shall be true, tight, and well nailed.

3.2.3 Selection of Members: Ensure that knots and obvious defects will not interfere

with making connections.

3.2.4 Defective Materials: Excessive warp, twist, bow, crook, mildew, or fungus shall be grounds for rejection of lumber.

3.2.5 Do not shim framing members without approval of Architect.

3.2.6 Alignment: 1/8” maximum from plane.

3.3 General Framing: 3.3.1 Make all bearings full unless otherwise indicated. Notch sloped members to give

uniform bearing surface. 3.3.2 Set horizontal members crown up.

3.3.3 Install blocking as required for other trades, including, but not necessarily limited

to blocking for casework, grab bars, specialty items or other finish hardware as indicated on the Drawings or required by code.

3.3.4 Pack tee posts, hollow corners, and similar concealed spaces with insulation

prior to installation. 3.3.5 Utilize 2 stud corners and ladder framing at T intersections where structurally

feasible. 3.3.6 Seal plates to floor slab.

3.4 Blocking, Bracing, and Bridging: 3.4.1 Install as shown on Drawings or required by code. 3.4.2 Install bracing and bridging as specified or required by engineered components

fabricator. Particular attention is called to web bracing and load reversal bracing on wood roof trusses.

3.5 Studs:

3.5.1 Single length, platform framed. 3.5.2 Spacing:

3.5.2.1 Bearing Walls: 16” o.c. or as shown on Drawings.


3.5.2.2 Non-Bearing Walls: 24” o.c. or as shown on Drawings.

3.6 Plywood and Structural Panels:

3.6.1 Place with face grain perpendicular to supports without dips or sags. 3.6.2 Center joints accurately over supports.

3.7 Fastening:

3.7.1 Fasten all members as required by code. 3.7.2 Install subfloors with glue and ring shank nails or screws. Comply with adhesive

manufacturer’s instructions and recommendations.

3.7.3 Nailing Schedules: Comply with code requirements or as indicated on Drawings. Pay particular attention to shear walls and structural diaphragms.

3.7.4 Install joist hangers and similar rough hardware where indicated on Drawings or

required by code.

3.8 Engineered Wood Components: 3.8.1 Install engineered wood components (joists, trusses, etc.) in strict compliance

with manufacturer’s recommendations and approved Shop Drawings. 3.8.2 Install blocking, bracing, bridging, etc. in accordance with component

manufacturer’s instructions and recommendations and approved Shop Drawings.

3.9 Installation of air infiltration wrap is specified in Section 07 25 00 of these Specifications.


JOB #1919 06 17 53 PRE-FABRICATED WOOD TRUSSES PAGE 1 7/3/2019


A. Light plate connected wood trusses B. Girder trusses C. Valley sets D. All other components as may be required for a complete and proper installation.

1.2 Related Sections: A. Section 06 10 00 Rough Carpentry B. Section 06 17 33 Engineered Wood I Joists

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Shop Drawings: Show details of trusses and erection layout. Shop

Drawings shall bear the seal of a professional engineer licensed in the Commonwealth of Virginia.

1.4.2.2 Product Data



1.5.2 Codes and Standards:

A. Virginia Uniform Statewide Building Code (USBC) B. TPI 1-14 National Design Standards for Metal-Plate-Connected Wood Truss

Construction

C. TPI HIB Commentary and Recommendations for Handling, Installing, and Bracing Metal-Plate-Connected Wood Trusses

1.5.3 Conflicting Requirements: In the event of a conflict between pertinent codes and

standards and these Specifications, the provision of the more stringent shall apply.

1.5.4 Access to Fabricating Shop:

1.5.4.1 Special Inspectors: Provide access to fabricating shop for special inspectors if required under USBC Section 1705.5

JOB #1919 06 17 53 PRE-FABRICATED WOOD TRUSSES PAGE 2 7/3/2019

1.5.4.2 Architect/Engineer: The Architect and Structural Engineer shall have access to fabricating shop at all times when the work of this Section is in progress.


1.6.1 Use all means necessary to protect the products and work of this Section. 1.6.2 Store all materials above ground and protected from weather in such a manner

as to prevent warping, twisting, breakage, and similar damage. Store completed trusses as directed by truss fabricator.

1.6.3 Use of Crane: Use spreader bars, tow lines, etc. as recommended by truss

fabricator to avoid crane damage to trusses. Comply with TPI HIB.

1.6.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Wood Roof Trusses: Comply with TPI 1 2.2 Truss Configuration: As shown on Drawings 2.3 Truss Loading:

Ground Level Snow Load: 43 PSF Top Chord Live Load (TCLL): 43 PSF Bottom Chord Live Load: 0 Dead Load: 10/10

2.4 Hangers, Tie Downs, and Similar Hardware: Simpson Strong-Tie or Equal, suitable to

applied and uplift loads. Use G-185 galvanized (Z-Max) hardware in contact with treated wood members.

PART THREE-EXECUTION 3.1 Erection: Comply with recommendations of TPI HIB and recommendations of the Wood

Truss Council of America (WTCA). 3.2 Install trusses securely to prevent uplift and lateral movement and resist code required

loading.

3.3 Install tie-down anchors in accordance with manufacturer’s recommendations. 3.4 Install trusses straight and true within accepted tolerances. Ridge and eave lines shall be

straight and true. 3.5 Brace trusses during erection to prevent collapse. 3.6 Install permanent bracing in accordance with approved Shop Drawings.


JOB #1919 06 20 00 FINISH CARPENTRY PAGE 1 7/18/2019

PART ONE-GENERAL 1.1 Section Includes: Provide all finish carpentry needed for a complete and proper installation

including, but not necessarily limited to: A. Door fitting & installation B. Installation of finish hardware C. Interior and exterior wood trim D. All other work customarily performed by finish carpenters

1.2 Related Sections: A. Section 06 10 00 Rough Carpentry B. Section 06 40 00 Architectural Woodwork C. Section 06 46 30 Exterior Trim and Soffit D. Section 08 11 14 Metal Doors & Frames E. Section 08 14 11 Wood and Plastic Doors & Frames F. Section 09 90 00 Painting and Coating

1.3 Permits & Fees:


1.4 Submittals:



1.4.2.3 Samples


1.5.1 Experienced, qualified personnel shall perform the work of this Section. 1.5.2 Referenced Standards:

A. AWI Architectural Woodwork Quality Standards


1.6.1 Use all means necessary to protect the products and work of this Section. 1.6.2 Store all materials above ground and protected from weather, indoors wherever

possible.



PART TWO-PRODUCTS 2.1 Exterior Trim not covered in Section 06 46 30:

2.1.1 Square Edge Material: C & Better Douglas Fir. Pre-primed material acceptable. 2.1.2 Stock millwork items and mouldings: Pre-finished fiber cement; Hardi-Trim or

equal. Clear ponderosa pine acceptable where fiber cement trim is not available.

2.2 Interior Trim: 2.2.1 Material: Finger Jointed ponderosa pine 2.2.2 Profiles:

2.2.2.1 Casing: 2¼” beaded colonial

2.2.2.2 Stools & Aprons: 5/4 ogee stool, width as required with 2¼” beaded

colonial apron. 2.3 Fasteners:

2.3.1 Interior: Bright finish nails 2.3.2 Exterior: Hot-dipped zinc galvanized finish nails

PART THREE-EXECUTION 3.1 Workmanship:

3.1.1 All work shall be performed in a neat, workmanlike manner. 3.1.2 Comply with AWI Custom Grade.

3.2 Installation of Doors: 3.2.1 Comply with manufacturer’s instructions and recommendations and provisions of

Division 08 of these Specifications. 3.2.2 Wood Doors: Install in metal frames.

3.3 Installation of Finish Hardware:

3.3.1 Locations: See Finish Hardware Schedule 3.3.2 Anchorage: Use fasteners furnished with each item.

3.4 Interior and Exterior Trim: 3.4.1 Joints: AWI Custom Grade

3.4.1.1 Inside Corners in Base, Crown Mould, Chair Rail, etc.: Coped 3.4.1.2 Outside Corners and Returns: Mitred


3.4.1.3 Splices in Running Trim: 45 degree mitre

3.4.2 Backpriming: All exterior trim shall be back, edge, and end primed in accordance

with Section 09 90 00 of these Specifications. 3.5 Porch and Deck Construction:

3.5.1 Configuration: As shown on Drawings 3.5.2 Selection of Lumber: Do not use lumber with excessive warping, twists, cupping,

overly large knots, checks and splits and similar defects.

3.5.3 Workmanship: Joints and connections shall be neat and tightly fitted and of appropriate type for type of construction.


JOB #1919 06 40 00 ARCHITECTURAL WOODWORK PAGE 1 7/12/2019


A. Built-In Casework & Tops

1.2 Related Sections: A. Section 06 20 00 Finish Carpentry B. Section 11 31 00 Appliances C. Section 22 40 00 Plumbing Fixtures

1.3 Permits & Fees:


1.4 Submittals:



1.4.2.3 Samples & Color Selections




A. ANSI/KCMA A161.1-2000 Construction and Performance Standards for

Kitchen Cabinets B. AWI/AWMAC/WI Architectural Woodwork Standards, Edition 2 – 2014 (AWS)



cartons with labels intact until ready for installation.

1.6.3 Store all materials indoors and above floor. Comply with requirements of AWS.

1.6.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 General:


2.1.1 Factory Made Cabinets: KCMA labeled. Comply with ANSI/KCMA A161.1 2.1.2 Custom Fabricated Casework: AWI Custom Grade

2.2 Kitchen Cabinets: 2.2.1 Type: Manufactured units, face frame construction. 2.2.2 Door style: Flush overlay

2.2.3 Finish: Plastic laminate; color as selected by Architect

2.2.4 Cabinet Box and Face Frame: Urea-formaldehyde free plywood or particleboard,

plastic laminate exterior & interior finish

2.3 Tops: Corian

2.4 Bookcases and Shelving: AWI Custom Grade 2.5 Fabrication: Fabricate casework and tops per the drawings and jobsite conditions. 2.6 Cutouts: Coordinate with other trades. PART THREE-EXECUTION 3.1 Inspection:

3.1.1 Examine the areas and conditions under which the work of this Section will be

performed.

3.1.2 Prior to installation of wall finish, verify the adequacy and proper location of blocking, backing, and support framing.

3.1.3 Verify that mechanical, electrical, plumbing, and other building components

affecting the Work of this Section are in place and ready.

3.1.4 Correct discrepancies as required.

3.2 Installation: 3.2.1 Comply with casework manufacturer’s instructions and AWS requirements for

AWI Custom Grade.

3.2.2 Secure Work in place square, plumb, and level.

3.2.3 Scribe work abutting other building components.

3.2.4 Install products for long life under hard use.

3.3 Field Cutouts: Coordinate with other trades. 3.4 Adjusting & Touch-Up:

3.4.1 Adjust moving and operating parts to function smoothly and correctly.


3.4.2 Fill and retouch nicks, scratches, and similar defects. Replace items that have

been damaged beyond repair.

3.5 Cleanup: Clean casework in accordance with Section 01 00 00 of these Specifications.


JOB #1919 06 46 30 EXTERIOR TRIM AND SOFFIT PAGE 1 7/11/2019


A. Fiber Cement Exterior Trim B. Fiber Cement Soffit Panels C. Continuous Soffit Vent

1.2 Related Sections: A. Section 06 20 00 Finish Carpentry B. Section 07 46 46 Fiber Reinforced Cement Siding C. Section 07 60 00 Flashing and Sheet Metal D. Section 07 61 13 Standing Seam Metal Roofing

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Shop Drawings 1.4.2.2 Product Data: Manufacturer’s literature and installation instructions

1.4.2.3 Material Samples




A. ASTM C1186-07 Specification for Flat Non-Asbestos Fiber Cement Sheets B. ASTM D3679-13 Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding C. ASTM E84-07 Test Method for Surface Burning Characteristics of Building

Materials D. AWI Architectural Woodwork Quality Standards, Edition 1 – 2009 (AWS)







PART TWO-PRODUCTS 2.1 Running Trim:

2.1.1 Fasciae, Rake Boards, Frieze, Corner Boards, Etc.:

2.1.2 Acceptable Manufacturers:

A. Certainteed B. James Hardie Building Products, Inc.

2.1.2.1 Type: Prefinished Fiber Cement 2.1.2.2 Basis of Design: James Hardie; HardiTrim

2.1.3 Stock Millwork Items and Mouldings: Ponderosa pine, finger jointed with exterior

glue. 2.2 Soffit Material:


A. Certainteed B. James Hardie Building Products, Inc.

2.2.2 Soffit Panels (Basis of Design): James Hardie HardiSoffit, unvented, prefinished

2.2.3 Panel Thickness: ¼“ 2.3 Columns:

2.3.1 Type and Sizes: 12” square; as indicated on Drawings

2.3.2 Material: Fiber Cement 2.3.3 Basis of Design: Hartman Sanders or Turncraft

2.4 Fasteners: As recommended by product manufacturer, non-rusting PART THREE-EXECUTION 3.1 General: Install products in strict accordance with manufacturer’s installation instructions and

recommendations 3.2 Standing and Running Trim:

3.2.1 Install standing and running trim true and level or plumb to lines indicated. 3.2.2 Joints:

3.2.2.1 Joints shall be neat and well fitted. 3.2.2.2 Painted Trim: AWI Custom Grade. Comply with Section 06 20 00.


3.2.2.3 Fiber Cement Products: Comply with manufacturer’s installation instructions.

3.2.3 Backpriming: Exterior wood trim shall be back, edge, and end primed in

accordance with Section 09 90 00 of these Specifications.


JOB #1919 07 21 18 INSULATION PAGE 1 9/11/2019


A. Fiberglass Thermal Insulation B. Cellulosic Thermal Insulation C. Foamed in Place Insulation D. Sound Barrier Batts

1.2 Related Sections: A. Section 01 57 40 Construction Indoor Air Quality B. Section 03 30 00 Cast In Place Concrete C. Section 06 10 00 Rough Carpentry

1.3 Permits & Fees:


1.4 Energy Education Zone:

1.4.1 Designated area behind transparent observation panel(s) that consists of areas between multiple studs and ceiling joists that show sections of differing types of insulation materials and methods that vary in R-value for insulation analysis and educational purposes.

1.4.2 Number, R-value, and insulation types of examples will be as mutually agreed between Contractor and Owner.



1.5.2 Codes and Standards: A. Virginia Uniform Statewide Building Code (USBC-2015) B. International Energy Conservation Code (IECC-2015) C. ASHRAE 90.1-2013 Energy Standard for Buildings Except Low-rise

Residential Buildings D. ASTM C518-17 Test Method for Steady State Thermal Transmission

Properties by Means of the Heat Flow Meter Apparatus E. ASTM C665-17 Specification for Mineral-Fiber Blanket Thermal Insulation for

Light Frame Construction and Manufactured Housing F. ASTM C739-17 Specification for Cellulosic Fiber Loose-Fill Thermal

Insulation G. ASTM C764-17 Specification for Mineral Fiber Loose-Fill Thermal Insulation H. ASTM C1015-17 Practice for Installation of Cellulosic and Mineral Fiber

Loose-Fill Thermal Insulation I. ASTM C1149-17 Specification for Self-Supported Spray Applied Cellulosic

Thermal Insulation J. ASTM E84-13A Test Method for Surface Burning Characteristics of Building

Materials


K. ASTM E90-09 Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

L. ASTM E96-13 Test Methods for Water Vapor Transmission of Materials M. ASTM E283-04Test Method for Determining Rate of Air Leakage Through

Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

1.6 Environmental Requirements

1.6.1 Toxicity/Hazardous Materials:

1.6.1.1 Formaldehyde: Products containing urea-formaldehyde will not be

permitted 1.6.1.2 Chlorofluorocarbons (CFCs)/HCFCs: Products and equipment

requiring or using CFCs or HCFCs during the manufacturing process will not be permitted.

1.6.2 Air tightness: Meet specific standards of the Energy Star Program of 1.5 air

changes/hour at 50 Pa.



1.7.2 Deliver products to Jobsite and store in manufacturer’s original, unopened cartons/containers with labels intact until ready for installation.

1.7.3 Store all materials indoors and protected from weather.

1.7.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Minimum R Values:

2.1.1 Roof/Ceilings: R-38 2.1.2 Stud Walls: R-19

2.1.3 Floors: As indicated on Drawings

2.2 Foamed in Place Insulation:


A. Demilac USA B. Icenyne, Inc.

2.2.2 Type: Formaldehyde free high density closed cell polyurethane spray foam 2.2.3 Thermal Performance: R 3.6/inch per ASTM C518

2.2.4 Air Permeance: 0.0049 l/m2/second per ASTM E283


2.2.5 Water Vapor Transmission: 10 perms per ASTM E96 per 3” thickness

2.2.6 Water Absorption: Hydrophobic

2.2.7 Burn Characteristics: 2.2.7.1 Flame Spread: Less than 25 per ASTM E84 2.2.7.2 Smoke Developed: Less than 450

2.2.7.3 Fuel Contributed: 0

2.3 Thermal Batt Insulation: Formaldehyde free unfaced glass fiber batts; ASTM C665, Type I.

2.4 Sound Barrier Batts: Formaldehyde free unfaced glass fiber batts; ASTM C665, Type I 2.5 Blown Fiberglass Insulation: Formaldehyde free ASTM C764, Type I 2.6 Cellulosic Fiber Loose-Fill Insulation: ASTM C 739; chemically treated for flame-resistance,

processing, and handling characteristics. 2.7 Self-Supported, Spray-Applied, Cellulosic Insulation: ASTM C 1149, wood-based cellulosic

fiber, Type I or Type II; chemically treated for flame-resistance, processing, and handling characteristics.

2.8 Ventilation Baffles: Fiberboard or foam plastic 2.9 Energy Education Zone Observation Panels: Removable transparent acrylic or

polycarbonate panels. 2.9.1 Flame Spread: Class B

2.9.2 Smoke Developed: 0-450 2.9.3 Mounting Hardware: Turn buttons or similar to facilitate secure installation and

easy removal of panel.

2.10 Other Materials: As required for a complete and proper installation PART THREE-EXECUTION 3.1 Inspection:

3.1.1 Prior to commencing work, carefully inspect the work of other trades affecting the

work of this Section and verify that all such work is complete to the point where this installation may properly commence.

3.1.2 Verify that the insulation can be applied in accordance with the original design and approved Shop Drawings.

3.1.3 Correct discrepancies as required. 3.2 All work shall comply with accepted industry standards. 3.3 Spray-Foam Application:


3.3.1 Comply with foam manufacturer’s application instructions and recommendations.

3.3.2 Apply foam insulation only when surfaces and environmental conditions are

within limits prescribed by the material manufacturer.

3.3.3 Apply in consecutive passes as recommended by manufacturer to thickness as indicated on the Drawings or to achieve R-values specified herein.

3.3.4 Apply foam insulation in such a manner as to create a tight building envelope and

air barrier.

3.4 Installation of non-foam materials: 3.4.1 Install insulation in areas and in thicknesses indicated or required to produce R-

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

3.4.2 Except for loose-fill insulation and insulation that is friction fitted in stud cavities,

bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units.

3.4.3 Install batts per manufacturer’s recommendations. 3.4.4 Blown fiberglass may be used in lieu of batts in attic spaces where permitted by

code.

3.4.5 Place loose-fill insulation to comply with ASTM C 1015.

3.4.6 Install ventilation baffles between rafters to ensure attic ventilation.

3.5 Insulate all finished areas from unheated spaces and exterior as scheduled in the Drawings. 3.6 Pack insulation into tee posts, hollow corners, behind bathtubs and shower stalls, and all

similar spaces during framing or at appropriate point during construction to ensure a complete and proper installation.

3.7 Chink or foam door and window perimeters with insulation. 3.8 Install vapor barriers where appropriate. 3.9 Protection:

3.9.1 Separate plastic insulation from the interior of the building in accordance with

manufacturer’s instructions and recommendations and applicable codes.

3.9.2 Ventilate area to receive insulation during application. Comply with Construction Indoor Air Quality Plan.

3.9.3 Protect adjacent surfaces, windows, doors, equipment, and site from damage by

overspray.

3.10 Install sound barrier batts in walls and ceilings of bath and toilet rooms per manufacturer’s instructions and recommendations.

3.11 Cleanup:


3.11.1 Immediately upon completion of the work, remove protective materials from

surfaces and clean all exposed surfaces. 3.11.2 Do not use abrasives or harmful cleaning agents.


JOB #1919 07 25 10 WEATHER BARRIERS & RAINSCREEN PAGE 1 7/11/2019


A. Weather Resistive Barrier (WRB) B. Rainscreen Layer C. Flashing, Seam Tape, and Accessories

1.2 Related Sections: A. Section 04 73 01 Manufactured Stone Masonry B. Section 06 10 00 Rough Carpentry C. Section 07 60 00 Flashing and Sheet Metal D. Section 07 92 00 Sealants and Caulking

1.3 Permits & Fees:


1.4 Submittals:



1.4.2.3 Manufacturer’s Installation Instructions




A. ASTM C920-08 Specification for Elastomeric Joint Sealants B. ASTM C1193-13 Guide for Use of Joint Sealants C. ASTM D882-10 Test Method for Tensile Properties of Thin Plastic Sheeting D. ASTM E84-09 Test Method for Surface Burning Characteristics of Building

Materials E. ASTM E96-05 Test Methods for Water Vapor Transmission of Materials F. ASTM E1677-05 Specification for Air Retarder Material or System for

Framed Building Walls G. ASTM E2178-13 Test Method for Air Permeance of Building Materials H. AATCC Test Method 127 Water Resistance: Hydrostatic Pressure Test I. TAPPI Test Method T-410: Grams of Paper and Paperboard (Weight per

Unit Area) J. TAPPI Test Method T-460: Air Resistance (Gurley Hill Method)

1.5.3 Mock-Ups: Construct 10’ x 10’ mockup of wall assembly on proposed substrate. Install a minimum of one window assembly in the mock-up to illustrate flashing and sealing techniques.






1.6.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Products shall be of one manufacturer. 2.2 Manufacturer: DuPont

2.3 Weather Resistive Barrier (WRB): Spun bonded olefin sheets of high density polyethylene

(HDPE) fibers with UV stabilizing Additive; Tyvek Homewrap

2.4 Rainscreen: Tyvek Drainvent 2.5 Flame Spread Rating: 25 or less 2.6 Auxiliary Materials:

2.6.1 Seam Tape: 3” wide, by barrier manufacturer.

2.6.2 Fasteners: As recommended by barrier manufacturer.

2.6.3 Adhesives: As recommended by barrier manufacturer.

2.6.4 Sealants: As recommended by barrier manufacturer.

2.6.5 Flashing: As recommended by barrier manufacturer.

2.7 Accessories: Provide other materials as required for a complete and proper installation. PART THREE-EXECUTION 3.1 Inspection:

3.1.1 Prior to installing work, carefully inspect the work of other trades affecting the


3.1.2 Verify that the weather barrier and rainscreen systems can be installed in

accordance with the original design and manufacturer’s instructions and recommendations.


3.2 Weather Barrier Installation:


3.2.1 Comply with manufacturer’s installation instructions and recommendations. 3.2.2 Install weather barrier in level, horizontal shingled courses. 3.2.3 Tape seams in strict accordance with weather barrier manufacturer’s instructions

and recommendations.

3.2.4 Seal edges of barrier in accordance with manufacturer’s instructions and recommendations.

3.2.5 Flash in windows in accordance with weather barrier manufacturer’s instructions

and recommendations and good construction practice.

3.3 Rainscreen Installation: 3.3.1 Comply with manufacturer’s installation instructions and recommendations. 3.3.2 Install rainscreen in level, horizontal shingled courses with filter fabric facing

outward. 3.3.3 Tape seams in strict accordance with rainscreen manufacturer’s instructions and

recommendations.

3.3.4 Seal vertical edges of barrier in accordance with manufacturer’s instructions and recommendations.

3.3.5 Trim around windows in accordance with rainscreen manufacturer’s instructions

and recommendations and good construction practice.

3.4 Protection: 3.4.1 Protect rainscreen/weather barrier system to prevent damage.


JOB #1919 07 44 65 FACED INSULATED PERIMETER WALL PANELS PAGE 1 7/11/2019


A. Concrete Faced Insulated Perimeter Wall Panels and Accessories

1.2 Related Sections: A. Section 03 30 00 Cast in Place Concrete B. Section 04 20 00 Unit Masonry C. Section 04 73 01 Manufactured Stone Masonry

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Material Samples: Showing profile, color, texture, etc. 1.4.2.2 Product Data: Manufacturer’s material certification and specifications 1.4.2.3 Installation instructions



A. ASTM C947-03(2016) Test Method for Flexural Properties of Thin-Section

Glass-Fiber-Reinforced Concrete (Using Simple Beam With Third-Point Loading)

B. ASTM C578-18 Specification for Rigid, Cellular Polystyrene Thermal Insulation

C. ASTM E84-17 Test Method for Surface Burning Characteristics of Building Materials

D. ASTM E96-16 Test Methods for Water Vapor Transmission of Materials

1.5.3 Warranty: 20 year manufacturer’s warranty



1.6.2 Store all materials above ground and protected from weather and in accordance with manufacturer’s instructions and recommendations.

JOB #1919 07 44 65 FACED INSULATED PERIMETER WALL PANELS PAGE 2 7/11/2019

1.6.3 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Acceptable Manufacturers:

A. T. Clear Corporation

2.2 Perimeter Foundation Insulation Panels:

2.2.1 Skin: 5/16” Latex Modified Concrete Facing 2.2.2 Insulation: Extruded polystyrene (XPS); ASTM C578 Type IV 2.2.3 Thickness: 2” 2.2.4 Minimum R Value: 10 2.2.5 Profile: T&G vertical edges

2.3 Fasteners: Manufacturer’s standard; screw attached, corrosion resistant, compatible with

panels and substrate. 2.4 Accessories: Provide matching corner trim, flashings, drips, etc. as required for a complete

and proper installation. PART THREE-EXECUTION 3.1 Inspection: Examine the areas and conditions under which the work of this Section will be

performed. Correct any discrepancies prior to proceeding. 3.2 Substrate: Correct any irregularities in substrate which would telegraph through panel

system prior to commencing installation. 3.3 Install products in strict accordance with manufacturer’s instructions and recommendations

with sufficient fasteners to withstand applied wind loads. 3.4 Make provision for thermal expansion. 3.5 Install accessories as required for a complete and proper installation in a manner consistent

with manufacturer’s installation instructions.


JOB #1919 07 46 46 FIBER REINFORCED CEMENT SIDING PAGE 1 7/11/2019


A. Fiber Reinforced Cement Siding

1.2 Related Sections: A. Section 06 20 00 Finish Carpentry B. Section 06 46 30 Exterior Trim and Soffit C. Section 07 92 00 Sealants and Caulking D. Section 09 90 00 Painting and Coating

1.3 Permits & Fees:




A. ASTM C1186-08(2012) Specification for Flat Non-Asbestos Fiber Cement

Sheets B. ASTM E84-13A Test Method for Surface Burning Characteristics of Building

Materials

1.4.3 Warranty: 30 years





A. Allura B. Cemplank C. James Hardie Building Products, Inc.

2.2 Siding: 2.2.1 Comply with ASTM C1186 Grade 2 Type A

2.2.2 Profile/Pattern: Flat panel, as indicated on Drawings

JOB #1919 07 46 46 FIBER REINFORCED CEMENT SIDING PAGE 2 7/11/2019

2.2.3 Basis of Design: Hardipanel

2.2.4 Finish: prefinished

2.2.5 Flamespread: Class 1 per ASTM E84

2.3 Fasteners: Comply with manufacturer’s recommendations, rustproof 2.4 Accessories: Provide starter strips, joiners, flashings, drips, etc. as required for a complete

and proper installation. PART THREE-EXECUTION 3.1 Install products in strict accordance with manufacturer’s instructions and recommendations.

Rainscreen installation required. 3.2 Install accessories as required for a complete and proper installation.


JOB #1919 07 60 00 FLASHING AND SHEET METAL PAGE 1 7/11/2019


A. Metal Flashings B. Metal Roof Edging and Similar Components C. Gutters and Downspouts D. Installation of Plumbing Vent Flashings

1.2 Related Sections: A. Section 03 30 00 Cast in Place Concrete B. Section 04 20 00 Unit Masonry C. Section 07 25 00 Weather Barriers D. Section 07 61 13 Standing Seam Metal Roofing E. Section 07 46 46 Fiber Reinforced Cement Siding F. Section 22 10 00 Plumbing




1.4.1 Experienced, qualified personnel shall perform the work of this Section. 1.4.2 Reference Standards

A. AAMA 2605-05 Voluntary Specification, Performance Requirements, and

Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels

B. ASTM A792-08 Specification for Steel Sheet, 55% Aluminun-Zinc Alloy-Coated by the Hot-Dip Process

C. SMACNA Architectural Sheet Metal Manual




1.5.3 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Design:

JOB #1919 07 60 00 FLASHING AND SHEET METAL PAGE 2 7/11/2019

2.1.1 Standard commercial items may be used for roof edging, gutters, downspouts, flashings, etc.

2.1.2 Custom Fabricated Items: Comply with SMACNA Architectural Sheet Metal

Manual, current edition.

2.2 Valley and Step Flashings: Prefinished Galvalume sheet; ASTM A792 2.3 Gutters and Downspouts:

2.3.1 Material: .027” aluminum 2.3.2 Gutter Profile: 3 ¾” x 5” ogee

2.3.3 Downspout Profile: 2” x 3” ribbed rectangular

2.3.4 Provide elbows, end caps, and other fittings as required.

2.3.5 Color: As selected by Architect

2.4 Through Wall Flashing: 2.4.1 Exposed: Prefinished aluminum 2.4.2 Concealed: Elastomeric

2.5 Fasteners: Same material as sheet metal or approved compatible material. 2.6 Provide other materials as required for a complete and proper installation. PART THREE-EXECUTION 3.1 Workmanship:

3.1.1 Form all sheet metal accurately to dimensions and shapes required. 3.1.2 Provide for expansion in accordance with good practice.

3.2 Isolation: Isolate materials from dissimilar metals and corrosive materials. 3.3 Form gutters and downspouts in continuous lengths wherever possible. 3.4 Install through wall flashings where indicated on drawings, at window and door heads, at top

of foundation or above grade with weeps, at water table, and similar customary locations. 3.5 Valleys: Install valley flashings as open valleys. 3.6 Install roof edging at all finished edges. 3.7 Protection: Protect installed work from damage until acceptance by Owner.


JOB #1919 07 61 13 STANDING SEAM METAL ROOFING PAGE 1 7/9/2019


A. Standing Seam Metal Roofing B. Step and Valley Flashings C. Metal Scuppers

1.2 Related Sections: A. Section 06 10 00 Rough Carpentry B. Section 07 14 00 Waterproofing C. Section 06 46 30 Exterior Trim and Soffit D. Section 07 60 00 Flashing and Sheet Metal E. Section 22 10 00 Plumbing F. Section 26 31 00 Photovoltaic System




1.4.1 Experienced, qualified personnel shall perform the work of this Section. 1.4.2 Reference Standards

A. AAMA 2605-05 Voluntary Specification, Performance Requirements, and

Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels

B. ASTM A792-08 Specification for Steel Sheet, 55% Aluminun-Zinc Alloy-Coated by the Hot-Dip Process

C. SMACNA Architectural Sheet Metal Manual 1.4.3 Finish Warranty: 20 years




1.5.3 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Metal Roofing:



A. Atas International, Inc. B. Imetco C. Petersen Aluminum Corporation

2.1.2 Material: Prefinished Galvalume sheet; ASTM A792

2.1.3 Profile: 1” Field Lock standing seam

2.1.4 Finish: Factory applied Kynar 500; AAMA 2605

2.1.5 Color: As selected by Owner 2.2 Valley and Step Flashings, Roof Edging, and Similar Components:

2.2.1 Manufacturer: By roofing manufacturer 2.2.2 Material: Match roofing

2.2.3 Finish: Factory applied Kynar 500; AAMA 2605

2.2.4 Color: Match roofing

2.2.5 Custom Fabricated Items: Comply with SMACNA Architectural Sheet Metal

Manual, current edition.

2.3 Custom Fabricated Items: Comply with SMACNA Architectural Sheet Metal Manual, current edition.

2.4 Fasteners: Same material as sheet metal or approved compatible material. 2.5 Underlayment: As recommended by roofing manufacturer. 2.6 Provide other materials and accessories as required for a complete and proper installation. PART THREE-EXECUTION 3.1 Inspection



3.1.2 Verify that roofing system can be installed in accordance with the original design

and approved Shop Drawings.


3.2 Workmanship: 3.2.1 Comply with SMACNA Architectural Sheet Metal Manual


3.2.2 Form all sheet metal accurately to dimensions and shapes required to produce a metal roof system that is beautiful and watertight.

3.2.3 Provide for expansion in accordance with good practice.

3.3 Isolation: Isolate materials from dissimilar metals and corrosive materials. 3.4 Form roof pans, flashings, and similar items in continuous lengths wherever possible. 3.5 Install flashings where indicated on drawings, at valleys, walls, penetrations, and similar

customary locations. 3.6 Protection: Protect installed work from damage until acceptance by Owner.


JOB #1919 07 92 00 SEALANTS AND CAULKING PAGE 1 7/11/2019


A. Sealants and caulking required to provide a weathertight building enclosure B. Fire Rated Assembly Penetration Protection (Firestops) C. Backing Materials, Primers, Sleeves, and Similar Accessories

1.2 Permits & Fees:


1.3 Submittals:


1.3.2.1 Shop Drawings: 1.3.2.2 Product Data: Material Specifications and Certifications


1.4.1 Experienced, qualified personnel shall perform the work of this Section. 1.4.2 Referenced Standards

A. ASTM C920-11 Specification for Elastomeric Joint Sealants B. ASTM C834-17 Specification for Latex Sealants C. ASTM C919-18 Practice for Use of Sealants in Acoustical Applications D. ASTM C1193-16 Guide for Use of Joint Sealants E. ASTM C1311-14 Specification for Solvent Release Sealants F. ASTM C1330-18 Specification for Cylindrical Sealant Backing for Use with

Cold Liquid Applied Sealants


1.6.1 Use all means necessary to protect the products and work of this Section. 1.6.2 Deliver products to Jobsite and store in manufacturer’s original, unopened and

undamaged containers with labels intact until ready for installation.


1.6.4 Discard products in broken containers. PART TWO-PRODUCTS 2.1 Sealant:


2.1.1 Acceptable Manufacturers: A. Dow Corning B. GE Silicones C. Pecora Corporation D. Sonneborn E. Tremco F. Other Manufacturers will be considered, but advance approval is required.

2.1.2 Sealant Type: Silicone building sealant complying with ASTM C920 Type S, Grade NS, Class 50 and Fed Spec. TT-S-001543A

2.2 Fire Rated Assembly Penetration Sealants and Firestop Assemblies:

2.2.1 Sealants and accessories shall be by one manufacturer. 2.2.2 Intumescent Materials: 3M Brand Fire Barrier Products or approved equal.

2.2.3 Provide sleeves, compression collars, etc. as required for specific applications for

specific application.

2.3 Backing Materials: Comply with ASTM C1330, Type B as recommended by sealant manufacturer for specific application.

2.4 Primer: As recommended by sealant manufacturer for specific application. PART THREE-EXECUTION 3.1 Surface Conditions:

3.1.1 Inspection: Prior to commencing the work of this Section, carefully inspect the

installed work of other trades, and verify that all such work is complete to the point where the application of sealants may properly commence.

3.1.2 Discrepancies: Do not apply sealants until all unsatisfactory conditions have been corrected.

3.2 Preparation: 3.2.1 Prepare substrates in accordance with ASTM C1193 and sealant manufacturer’s

instructions and recommendations. 3.2.2 Apply primer in accordance with manufacturer’s instructions and

recommendations.

3.3 Install sealant backing (backer rod) in accordance with ASTM C1193 manufacturer’s instructions and recommendations prior to applying sealant.

3.4 Apply sealants in accordance with ASTM C1193 and manufacturer’s instructions and

recommendations. 3.5 Tool sealant to ensure adhesion to substrate and produce smooth surface without flaws or

defects. 3.6 Remove excess sealant from adjacent surfaces.


3.7 Penetrations Through Fire Rated Assemblies:

3.7.1 Penetrations through fire rated assemblies shall be firestopped and sealed with a

code approved, U.L. listed assembly appropriate for the specific application. 3.7.2 Fire rating of penetration sealing/firestop system shall be equal to the penetrated

assembly.

3.7.3 Install products in strict accordance with manufacturer’s instructions and U.L. listing.


JOB #1919 08 11 14 METAL DOORS AND FRAMES PAGE 1 7/18/2019


A. Hollow Metal Doors B. Insulated Metal Doors C. Hollow Metal Frames D. Anchors and Mounting Accessories

1.2 Related Sections: A. Section 06 20 00 Finish Carpentry B. Section 08 14 11 Wood and Plastic Doors and Frames C. Section 08 71 00 Finish Hardware

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Shop Drawings: 1.4.2.2 Product Data:

1.4.2.3 Schedule of Materials




A. ADA Architectural Guidelines (ADAAG) B. ICC/ANSI A117.1-09 Accessible and Usable Buildings and Facilities C. ANSI/BHMA 156.115-2006 Hardware Preparation in Steel Doors or Steel

Frames D. ANSI/BHMA 156.115W-2006 Hardware Preparation in Wood Doors with

Wood or Steel Frames E. ANSI/SDI A250.3-2007 (R2011) Test Procedure and Acceptance Criteria for

Factory Applied Finish Painted Steel Surfaces for Steel Doors and Frames F. ANSI/SDI A250.4-2011 Test Procedure and Acceptance Criteria for Physical

Endurance for Steel Doors, Frames, and Frame Anchors G. ANSI/SDI A250.6-2003 (R2009) Recommended Practice for Hardware

Reinforcing on Standard Steel Doors and Frames H. ANSI/SDI A250.8-2003 (R2008) Recommended Specifications for Standard

Steel Doors and Frames


I. ANSI/SDI A250.10-2011 Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames

J. ANSI/SDI A250.11-2012 Recommended Erection Instructions for Steel Frames

K. SDI 108-10 Recommended Selection and Usage Guide for Standard Steel Doors

L. SDI 111-09 Recommended Details for Standard Steel Doors, Frames, Accessories and Related Components

M. SDI 112-08 Zinc Coated (Galvanized/Galvannealed) Steel Doors and Frames

N. NFPA 80-13 Standard for Fire Doors and Windows






A. Amweld Building Products, Inc. B. CECO Door Products C. Fenestra Corporation D. Republic Builders Products E. Steelcraft

2.2 Metal Doors: 2.2.1 Door Construction: SDI Level 1 Standard Duty 2.2.2 Door Skins: 18 ga. galvanized steel

2.2.3 Fire Rated Doors: Provide metal labels from approved testing laboratory.

2.2.4 Core: [Foamed in place polyurethane/Honeycomb/Mineral Fiberboard]

2.2.5 Primer: Manufacturer’s standard

2.3 Metal Frames: 2.3.1 Material: 16 ga. galvanized steel

2.3.2 Profile: Standard, Double Rabbet, throat size to match wall thickness

2.3.3 Fire Rated Frames: Provide metal labels from approved testing laboratory.

2.3.4 Finish: Manufacturer’s standard


2.4 Hardware Preparation: 2.4.1 Lock Reinforcement: Per ANSI/SDI A250.6 2.4.2 Hinge Preparation and Reinforcement: Per ANSI/SDI A250.6 for template butts

2.4.3 Hardware Preparation: ANSI/BHMA 156.115 or ANSI/BHMA 156.115W as

applicable and in accordance with finish hardware schedule.

2.5 Anchors & Accessories: Provide appropriate anchors and accessories as required for a complete and proper installation.

PART THREE-EXECUTION 3.1 Install products in strict accordance with manufacturer’s written instructions. 3.2 Placing Frames:

3.2.1 Set Frames prior to construction of masonry walls. 3.2.2 Set frames accurately in position, plumbed, aligned, and braced securely until

permanent anchors are set.

3.2.3 After wall construction is completed, remove temporary bracing and spreaders leaving surfaces smooth and undamaged.

3.3 Door Installation:

3.3.1 Hang doors plumb, true, and to accurate fit. 3.3.2 Set doors to provide even clearances per manufacturer’s recommendations.

3.4 Hardware Installation: Install in strict accordance with manufacturer’s installation instructions.

3.5 Adjustment:

3.5.1 Adjust doors to proper swing and clearances. 3.5.2 Adjust hardware for proper operation.

3.5.3 Leave doors in proper operating condition.


JOB #1919 08 14 11 WOOD AND PLASTIC DOORS AND FRAMES PAGE 1 7/18/2019


A. Fiberglass Entrance Doors B. Interior Wood Doors C. Wood Door Frames

1.2 Related Sections: A. Section 06 20 00 Finish Carpentry B. Section 08 11 14 Metal Doors & Frames C. Section 08 14 23 Hardboard Faced Wood Doors & Frames D. Section 08 71 00 Finish Hardware

1.3 Permits & Fees:


1.4 Submittals:



1.4.2.3 Schedule of Materials




A. ADA Architectural Guidelines B. ICC/ANSI A117.1-09 Accessible and Usable Buildings and Facilities C. AWI/AWMAC/WI Architectural Woodwork Standards, Edition 2 – 2014 (AWS) D. ANSI/BHMA 156.115W-2006 Hardware Preparation in Wood Doors with

Wood or Steel Frames





JOB #1919 08 14 11 WOOD AND PLASTIC DOORS AND FRAMES PAGE 2 7/18/2019

1.6.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Exterior Doors:

2.1.1 Manufacturer: Masonite

2.1.2 Type: As indicated on Door Schedule.

2.1.3 Material: Insulated Fiberglass; Masonite Belleville

2.2 Interior Doors:


A. C&S Door Corporation B. Graham Manufacturing Corp. C. Jeld-Wen, Inc. D. Marshfield Door Systems, Inc. E. Masonite F. VT Industries

2.2.2 Type: Solid core, flush

2.2.3 Material: Birch veneer, factory finished.

2.2.4 Grade: AWI Custom 2.2.5 Hardware Preparation: Comply with ANSI/BHMA 156.115W and coordinate with

Finish Hardware Schedule.

2.3 Accessories: Provide factory applied astragals etc. 2.4 Fabrication: furnish pre-hung units wherever possible. PART THREE-EXECUTION 3.1 Install doors and frames in strict accordance with manufacturer’s written instructions and

recommendations. 3.2 Comply with requirements of Section 06 20 00 of these Specifications. 3.3 Seal tops and bottoms of doors in accordance with manufacturer’s recommendations prior to

installation.


JOB #1919 08 31 13 ACCESS DOORS PAGE 1 7/11/2019


A. Metal Access Doors

1.2 Related Sections: A. Section 08 11 14 Metal Doors & Frames B. Section 08 14 10 Wood Doors & Frames

1.3 Permits & Fees:


1.4 Submittals:










A. Acudor Products, Inc. B. Cesco Products C. J.L. Industries, Inc. D. Karp Associates, Inc. E. Larsens Manufacturing Company F. Milcor G. Williams Brothers Corporation of America

JOB #1919 08 31 13 ACCESS DOORS PAGE 2 7/11/2019

2.2 Type: Flush, angle frame 2.3 Construction:

2.3.1 Frame: 16ga. galvanized 2.3.2 Door: 20 ga. galvanized

2.4 Fire Rating: As required by code for specific location and assembly. Provide labeled doors. 2.5 Hardware:

2.5.1 Hinge: Continuous piano hinge 2.5.2 Lock: Keyed

2.5.3 Closing Device: Provide for fire rated locations

PART THREE-EXECUTION 3.1 Install products in strict accordance with manufacturer’s instructions and recommendations. 3.2 Comply with listing for rated products.


JOB #1919 08 52 16 WINDOWS PAGE 1 7/21/2019


A. Wood Windows B. Clad Wood Windows C. Vinyl Windows

1.2 Related Sections: A. Section 06 20 00 Finish Carpentry B. Section 08 14 10 Wood Doors and Frames

1.3 Permits & Fees:


1.4 Submittals:



1.4.2.3 Installation Instructions


1.5.1 Experienced, qualified personnel shall perform the work of this Section. 1.5.2 Referenced Standards

A. AAMA 2605-05 Voluntary Specification, Performance Requirements and Test

Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels

B. ANSI Z97.1-09 Safety Performance Specifications and Methods of Test for Safety Glazing Materials Used in Buildings

C. AAMA/NWWDA/CSA 101/I.S.2/A440-11 North American Fenestration Standard/Specifications for Windows, Doors and Skylights

D. ASTM C1036-11e1 Specification for Flat Glass E. ASTM C1048-12e1 Specification for Heat Treated Flat Glass – Kind HS, Kind

FT Coated and Uncoated Glass F. ASTM C1172-09e1 Specification for Laminated Architectural Flat Glass G. ASTM E283-04(2012) Test Method for Determining Rate of Air Leakage

Through Exterior Windows, Curtain Walls and Doors under Specified Pressure Differences Across the Specimen

H. ASTM E330-14 Test Method for Structural Performance of Exterior Windows, Curtain Walls, Doors, Skylights, and Curtain Walls by Uniform Static Air Pressure Difference

JOB #1919 08 52 16 WINDOWS PAGE 2 7/21/2019

I. ASTM E331-00(2009) Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

J. ASTM E547-00(2009) Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Cyclic Static Air Pressure Difference

K. ASTM E774-97 Specification for the Classification of the Durability of Sealed Insulating Glass Units

L. ASTM F588-14 Test Method for Measuring the Forced Entry Resistance of Window Assemblies Excluding Glazing Impact

M. CPSC 16 CFR 1201-2002 Safety Standard for Architectural Glazing Materials

N. NFRC-100 National Standard to Determine the Thermal Resistance Through a Fenestration Product.





1.6.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Manufacturers: See Window Schedule

2.2 Type: Various, see Window Schedule. 2.3 Clad Wood Sash:

2.3.1 Material:

2.3.1.1 Exterior: Manufacturer’s standard cladding 2.3.1.2 Interior: Wood, clear, kiln dried, preservative treated

2.3.2 Thickness: Manufacturer’s standard

2.3.3 Finish: 2.3.3.1 Exterior: Manufacturer’s standard 2.3.3.2 Interior: primed or stain ready per finish schedule

2.3.4 Color: As selected by Architect.

2.4 Clad Wood Frame: 2.4.1 Material:

2.4.1.1 Exterior: Manufacturer’s standard cladding

JOB #1919 08 52 16 WINDOWS PAGE 3 7/21/2019

2.4.1.2 Interior: Wood, clear, kiln dried, preservative treated

2.4.2 Thickness: 11/16”

2.4.3 Finish: 2.4.3.1 Exterior: Manufacturer’s standard 2.4.3.2 Interior: primed or stain ready per finish schedule

2.4.4 Color: Match sash

2.5 Vinyl Windows: See Window Schedule 2.6 Hardware: Manufacturer’s Standard 2.7 Weatherstripping: Manufacturer’s standard

2.8 Screens: Provide manufacturer’s standard full screens for all operable windows. 2.9 Glazing:

2.9.1 Specific Hazardous Locations: Where required by code, tempered safety glass

complying with ANSI Z97.1 and CPSC 16 CFR 1201, permanently labeled. 2.9.2 Other Locations: Manufacturer’s standard glass.

PART THREE-EXECUTION 3.1 Install products level and plumb in strict accordance with manufacturer’s instructions and

recommendations. 3.2 Shim units in accordance with manufacturer’s recommendations and good carpentry

practice.


JOB #1919 08 71 10 FINISH HARDWARE PAGE 1 7/18/2019


A. Furnish and deliver to the Jobsite all finish hardware required to complete the work as indicated on the Drawings, specified herein, or required for a complete and proper installation. Provide all trim, attachments, and fasteners specified or as required for a complete and proper installation.

1.2 Related Sections: A. Section 06 20 00 Finish Carpentry B. Section 08 11 14 Metal Doors and Frames C. Section 08 14 11 Wood and Plastic Doors and Frames

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Hardware List 1.4.2.2 Product Data: Catalog cuts




A. ANSI/BHMA A156.1-06 Butts and Hinges B. ANSI/BHMA A156.2-11 Bored and Preassembled Locks and Latches C. ANSI/BHMA A156.3-08 Exit Devices D. ANSI/BHMA A156.4-08 Door Control-Closers E. ANSI/BHMA A156.5-10 Cylinders and Input Devices for Locks F. ANSI/BHMA A156.6-10 Architectural Door Trim G. ANSI/BHMA A156.13 Mortise Locks H. ANSI/BHMA A156.14-07 Sliding and Folding Door Hardware I. ANSI/BHMA A156.19 Power Assist & Low Energy Power Operated Doors J. ANSI/BHMA A156.21 Thresholds K. ANSI/BHMA A156.22 Door Gasketing and Edge Seal Systems L. ANSI/BHMA A156.23 Electromagnetic Locks




JOB #1919 08 71 10 FINISH HARDWARE PAGE 2 7/18/2019



PART TWO-PRODUCTS 2.1 Allowance to Purchase: Include an allowance of FOUR THOUSAND DOLLARS ($4,000.00)

to purchase door hardware 2.2 General: .

2.2.1 Provide Grade 1 ADA compliant hardware in all locations. Hardware shall be

compatible with installation of access control system. 2.2.2 Provide panic hardware on exit doors. 2.2.3 Provide privacy sets on toilet room doors. 2.2.4 Provide a minimum of three heavy-duty ball bearing butt hinges per door leaf. 2.2.5 Provide closers on all doors. 2.2.6 Provide electric strikes or mag locks in locations directed byOwner.

2.3 Manufacturers: Match Owner’s existing facilities and systems. 2.4 Fasteners: Provide all necessary screws, bolts, and other fasteners of suitable size and type

to anchor the hardware in place for long life under hard use. 2.5 Miscellaneous: Provide all items not specifically described, but required for a complete and

proper installation. PART THREE-EXECUTION 3.1 Install finish hardware in strict accordance with manufacturer’s written instructions and

recommendations. Comply with applicable provisions of Sections 06 20 00, 08 11 13, and 08 41 00 of these Specifications.

3.2 Coordinate all strikes, backsets, and similar items with hardware preparation for door/frame

units. 3.3 Keying: Masterkey all keyed doors.


JOB #1919 09 29 00 GYPSUM WALLBOARD PAGE 1 7/11/2019


A. Gypsum Wallboard and Accessories B. Finishing of Gypsum Wallboard

1.2 Related Sections: A. Section 01 57 40 Construction Indoor Air Quality B. Section 05 41 00 Steel Stud System C. Section 09 21 16 Area Separation Walls D. Section 09 21 17 Shaftwall Assemblies E. Section 09 53 00 Ceiling Suspension Systems

1.3 Permits & Fees:





A. ASTM C475-12 Specification for Joint Compound and Joint Tape Finishing

Gypsum Board B. ASTM C514-04(2009)e1 Specification for Nails for the Application of Gypsum

Wallboard C. ASTM C557-03(2009)e01 Specification for Adhesives for Fastening Gypsum

Wallboard to Wood Framing D. ASTM C645-13 Specification for Nonstructural Steel Framing Members E. ASTM C954-11 Specification for Steel Drill Screws for the Application of

Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033” to 0.112” Thickness

F. ASTM C1002-07 Specification for Steel Self Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood or Steel Studs

G. ASTM C1047-10A Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base

H. ASTM C1396-13 Specification for Gypsum Wallboard I. GA-214-10 Levels of Gypsum Board Finish J. GA-216-13 Application and Finishing of Gypsum Board K. GA-600-2012 Fire Resistance Design Manual



1.5.2 Deliver products to Jobsite and store in manufacturer’s original, unopened containers with labels intact until ready for installation.


1.5.3 Store all materials indoors and protected from weather and in strict accordance with manufacturer’s recommendations.

1.5.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Gypsum Wallboard:


A. Domtar B. Georgia Pacific C. National Gypsum/Gold Bond D. USG Corporation

2.1.2 Regular Wallboard: ½” thickness, ASTM C1396

2.1.3 Fire Resistive Wallboard: 5/8” thickness, ASTM C1396, Type X or as indicated on Drawings

2.1.4 Moisture Resistant Wallboard: ½” or 5/8” thickness, ASTM C1396

2.1.5 Exterior Soffit Board: 5/8” thickness, ASTM ASTMC1396

2.1.6 Fire Resistive Exterior Soffit Board: 5/8” thickness, ASTM C1396, Type X

2.2 Trim: 2.2.1 Corner Beads: Standard metal corner bead; ASTM C1047 2.2.2 Casing Beads: ASTM C1047, Type LC

2.2.3 Stop Beads: ASTM C1047, Type U

2.2.4 Arch Beads: Flexible metal corner bead; ASTM C1047

2.2.5 Expansion/Control Joints: ASTM C1047

2.3 Joint Finish: Joint Compound and Tape; ASTM C475 2.4 Fasteners:

2.4.1 Nails: ASTM C514 2.4.2 Screws: ASTM C1002, Type G, S, or W as appropriate or ASTM C954 as

appropriate 2.5 Adhesives: ASTM C557 2.6 Furring Channels:

2.6.1 Standard: 7/8” 25ga. hat channel; ASTM C645 2.6.2 Resilient Channel: USG RC-1 or equal


2.7 Other Materials: As required for a complete and proper installation PART THREE-EXECUTION 3.1 Surface Conditions:

3.1.1 Inspection: Prior to commencing the work of this Section, carefully inspect the

installed work of other trades, and verify that all such work is complete to the point where this installation may properly commence. Verify that all gypsum products may be installed in strict accordance with pertinent codes and standards, the manufacturer’s recommendations, and the original design.

3.1.2 Discrepancies: Do not install gypsum board until all unsatisfactory conditions

have been corrected.

3.2 Installation of Gypsum Drywall: 3.2.1 Comply with applicable provisions of GA 216. 3.2.2 Stagger joints. Do not force boards into place.

3.2.3 Install boards at right angles to framing or furring. Break joints on supporting

members unless UL assembly listing specifies otherwise.

3.2.4 Install moisture resistant wallboard in bathrooms and similar damp locations. 3.2.5 Attachment:

3.2.5.1 Adhesive: Apply adhesive in a continuous bead in accordance with

manufacturer’s recommendations. At joints, apply adhesive in serpentine pattern.

3.2.5.2 Nailing: Double nail ceilings unless adhesive is used in conjunction with

nails. Install ceiling edges as floating interior angles.

3.2.5.3 Screw attachment: Select screws for proper penetration into framing or furring. Install ceilings with floating angles if supported on wood trusses.

3.3 Joint and Fastener Head Treatment:

3.3.1 Minimum Temperature: 55 degrees Fahrenheit 3.3.2 Allow 24 hours minimum drying time between coats.

3.3.3 Apply tape and compound in compliance with GA-216 and GA-214.

3.3.4 Finishing Compound: Apply two coats minimum after initial taping, and feather

out smooth. When thoroughly dry, sand compound to attain a uniformly smooth surface in accordance with Construction IAQ Plan. Do not scuff or abrade the paper surface of the wallboard.

3.3.5 Finish: Comply with GA-214, Level 4

3.4 Corner Treatment:


3.4.1 Inside Corners: Treat as specified for joints, except that tape is folded lengthwise

in the middle and fitted neatly into the corner, unless detailed otherwise. 3.4.2 Outside Corners: Install corner bead neatly secured with drywall fasteners at

approximately 6” o.c. or with crimping tool designed specifically for the purpose. Finish with at least three coats of joint compound.

3.4.3 Exposed Edges, Expansion Joints, Etc.: Install and finish in same manner as

corner beads.


JOB #1919 09 30 13 TILE PAGE 1 7/11/2019


A. Ceramic Tile

1.2 Related Sections: A. Section 06 40 00 Architectural Woodwork B. Section 10 28 13 Toilet Accessories

1.3 Permits & Fees:


1.4 Submittals:



1.4.2.3 Samples




A. ANSI A108.1A-99 Installation of Ceramic Tile in the Wet-Set Method with

Portland Cement Mortar B. ANSI A108.5-99 Ceramic Tile Installed with Dry-Set Portland Cement Mortar

or Latex Portland Cement Mortar C. ANSI A118.4-99 Specifications for Latex Portland Cement Mortar D. ANSI A118.6-99 Specification for Ceramic Tile Grouts E. ANSI A118.9-99 Test Methods and Specifications for Cementitious Backer

Units F. ANSI A137.1-08 Ceramic Tile G. Tile Council of North America (TCNA) Handbook for Ceramic Tile Installation





JOB #1919 09 30 13 TILE PAGE 2 7/11/2019


PART TWO-PRODUCTS 2.1 Tile:

2.1.1 Provide tile and accessories complying with ANSI A137.1 in colors and patterns

as selected by Owner. 2.1.2 Tile Allowance: Include an allowance of FIVE DOLLARS ($5.00) per square foot

to purchase tile.

2.2 Setting Materials: 2.2.1 Mortar: Latex Portland cement mortar complying with ANSI A118.4 2.2.2 Grout: ANSI A118.6

2.3 Cementitious Backer Units (CBU): ANSI A118.9 2.4 Other Materials: As required for a complete and proper installation PART THREE-EXECUTION 3.1 Examine the areas and conditions under which the work of this Section will be performed.

Correct any discrepancies as required. 3.2 Surface Conditions: ¼” in 10’-0” maximum variation in level unless indicated otherwise on

Drawings. 3.3 Installation:

3.3.1 Comply with ANSI A108.1 or A108.5 as applicable and the TCNA Handbook for

Ceramic Tile Installation. 3.3.2 Maintain minimum temperature limits and installation practices as recommended

by materials manufacturers.

3.3.3 Tile Setting Details:

3.3.3.1 Exterior Walls: W244E

3.3.3.2 Interior Walls: W244C

3.3.4 Expansion/Control Joints: As recommended by the TCNA Handbook for Ceramic Tile Installation

3.3.5 Cleaning:

3.3.5.1 After completion of placing and grouting, clean the work of this Section in

strict accordance with the recommendations of the manufacturers of the materials used.

JOB #1919 09 30 13 TILE PAGE 3 7/11/2019

3.3.5.2 Protect all adjacent surfaces from effects of cleaning materials.

3.3.6 Provide tile surfaces clean and free from cracked, broken, chipped, unbonded, and otherwise defective units.

3.3.7 Provide protection of tile surfaces to prevent damage and wear prior to

acceptance by Owner.


JOB #1919 09 65 13 RESILIENT BASE AND ACCESSORIES PAGE 1 7/11/2019


A. Vinyl Cove Base

1.2 Related Sections: A. Section 03 30 00 Cast in Place Concrete

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Shop Drawings 1.4.2.2 Product Data: Specifications and certifications

1.4.2.3 Samples




A. ADA Architectural Guidelines (ADAAG) B. ASTM E84-09 Test Method for Surface Burning Characteristics of Building

Materials C. ASTM F1861-08(2012)e1 Specification for Resilient Wall Base D. ICC/ANSI A117.1-09 Accessible and Usable Buildings and Facilities



cartons and containers with labels intact until ready for installation.



JOB #1919 09 65 13 RESILIENT BASE AND ACCESSORIES PAGE 2 7/11/2019

PART TWO-PRODUCTS 2.1 Vinyl Base:


A. Armstrong World Industries, Inc. B. Johnsonite C. Congolium Corp. D. Mannington Mills, Inc. E. Roppe Corporation F. Tarkett, Inc.

2.1.2 Comply With ASTM F1861, Type TV, Style B

2.1.3 Flamespread: 25 or less

2.1.4 Smoke Developed: 450 or less

2.1.5 Profile: 4” cove

2.1.6 Gauge: 125

2.1.7 Color: As selected by Architect

2.2 Adhesives: As recommended by product manufacturer for specific application. Comply with applicable federal and state VOC regulations.

2.3 Leveling Compound: As recommended by product manufacturer for specific application.

Comply with applicable federal and state VOC regulations. 2.4 Other Materials: As required for a complete and proper installation PART THREE-EXECUTION 3.1 Examine the areas and conditions under which the work of this Section will be performed.

Correct any discrepancies before proceeding. 3.2 Surface Conditions: ¼” in 10’-0” maximum variation in level 3.3 Preparation: Prepare substrate in strict accordance with base manufacturer’s

recommendations. 3.4 Installation: Install products in strict accordance with manufacturer’s instructions and

recommendations. 3.5 Cleaning and Protection: Remove excess adhesive and other surface blemishes using

neutral type cleaners as recommended by base manufacturer. Protect installed products from damage until acceptance by Owner.


JOB #1919 09 90 00 PAINTING AND COATING PAGE 1 7/11/2019


A. Painting or finishing of all exposed surfaces, interior and exterior as specified herein or indicated on the Drawings.

1.2 Related Sections: A. Factory finishing of various components

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Product Data: Specifications and application instructions 1.4.2.2 Color charts



1.5.2 Prime coats shall be compatible with specified finish coats


A. ASTM D2486-06(2012)e1 Test Method for Scrub Resistance of Interior Latex

Flat Wall Paints B. ASTM D2805-11 Test Method for Hiding Power of Paints by Reflectometry C. ASTM D3960-05(2013) Practice for Determining Volatile Organic Compound

(VOC) Content of Paints and Related Coatings D. ASTM D4828-94(2012)e1 Test Method for Practical Washability of Organic

Coatings E. EPA Federal Reference Method 24 – Determination of Volatile Matter

Content, Density, Volume Solids, and Weight Solids of Surface Coatings F. Green Seal GS-11 Paints







1.7 Job Conditions:

1.7.1 Do not apply paints when surface or ambient temperature is less than 45 degrees Fahrenheit.

1.7.2 Do not apply paint in inclement weather.

PART TWO-PRODUCTS 2.1 Paint Materials:


A. Benjamin Moore and Company B. Devoe and Raynolds C. Pittsburgh Paints D. Sherwin Williams

2.1.2 Provide first quality paints and coatings.

2.1.3 Paints shall be durable and washable per ASTM D2486 and ASTM D4828.

2.1.4 Interior Paints shall comply with Green Seal Standard GS-11.

2.1.5 Undercoats and Thinners: By same manufacturer as finish coat.

2.1.6 All paint products listed in this Specification are manufactured by Benjamin Moore and Company. Use of equivalent products by other manufacturers will be considered, but must be approved in advance by the Architect.

2.1.7 Interior Walls and Ceilings

2.1.7.1 Flat Finish:

Primer: ECO SPEC Interior Latex Primer Sealer Finish: 2 Coats ECO SPEC Interior Latex Flat

2.1.7.2 Semi-Gloss Finish:

Primer: ECO SPEC Interior Latex Primer Sealer Finish: 2 Coats ECO SPEC Interior Latex Semi-Gloss Enamel

2.1.8 Interior Wood Trim, Painted:

Primer: ECO SPEC Interior Latex Primer Sealer Light Colored Finish: 2 Coats ECO SPEC Interior Latex Semi-Gloss Enamel Deep Colored Finish: 2 Coats AURA Satin Waterborne Interior Paint

2.1.9 Exterior Wood Trim, Siding, Railings, Etc.: Primer: Moorwhite Primer Finish: 2 Coats MoorGlo

2.1.10 Exterior Doors, Painted: Primer: Factory Applied Finish: 2 Coats MoorGlo


2.1.11 Interior Metal Doors, Painted:

Primer: Factory applied or M04 Acrylic Metal Primer Finish: 2 Coats AURA Satin Waterborne Interior Paint

2.1.12 Exterior Metal Railings Etc.: Primer: M04 Acrylic Metal Primer Finish: 2 Coats MoorGlo

2.2 Other Materials: As required for a complete and proper installation PART THREE-EXECUTION 3.1 Inspect the work of other trades and verify that such work is complete and to a point where

painting may commence. Correct any defects or discrepancies prior to proceeding. 3.2 Materials Preparation: Mix and prepare materials in strict accordance with manufacturer’s

instructions and recommendations. 3.3 Surface Preparation:

3.3.1 Perform preparation and cleaning in strict accordance with paint manufacturer’s

recommendations. 3.3.2 Remove removable items which are in place and not scheduled to receive

painted finish. Mask all non-removable items. Reinstall and/or unmask said items following completion of painting.

3.3.3 Clean surfaces until they are free of dirt, oil, dust, and other foreign substances.

3.3.4 Smooth finished wood surfaces using proper sandpaper to produce a uniformly

smooth and unmarred wood surface.

3.3.5 Fill nail holes and similar defects with appropriate putty or filler and sand smooth.

3.4 Paint/Coating Application: 3.4.1 Allow sufficient drying time between coats. Do not recoat until previous coat is

thoroughly dry. 3.4.2 Apply paint with brush, roller, or spray as may be appropriate in a workmanlike

manner.

3.4.3 Back, edge, and end prime exterior wood trim and siding prior to installation.

3.4.4 Apply prime coat plus two finish coats of paint unless otherwise indicated in the Drawings or Specifications. Provide additional coats where required to ensure complete coverage.

3.5 Use all drop cloths, masking, etc. as required to protect adjacent finished surfaces from drips,

overspray, splatters, etc.


JOB #1919 10 14 10 INTERIOR SIGNAGE PAGE 1 7/15/2019


A. Interior Signage

1.2 Related Sections: A. Section 10 14 20 Exterior Signage B. Section 10 14 53 Traffic Signs

1.3 Permits & Fees:


1.4 Submittals:



1.4.2.3 List of Proposed Signs

1.4.2.4 Color Samples




A. ICC/ANSI A117.1-09 Accessible and Usable Buildings and Facilities B. ADA Architectural Guidelines (ADAAG)






JOB #1919 10 14 10 INTERIOR SIGNAGE PAGE 2 7/15/2019

PART TWO-PRODUCTS 2.1 Interior Signage:

2.1.1 Type: Adhesive applied plastic plaque 2.1.2 Compliance: ICC/ANSI A117.1 w/ Grade II Braille and raised tactile letters

2.1.3 Letter Color: White

2.1.4 Background Color: As selected by Owner

2.1.5 Pictograms: Comply with ICC/ANSI A117.1

2.1.6 Exact wording of text shall be as directed by Owner

PART THREE-EXECUTION 3.1 Examine the areas and conditions under which the work of this section will be performed.

Correct discrepancies as required before proceeding. 3.2 Install signage in locations and heights specified in the referenced accessibility standards. 3.3 Install signs indicating space names adjacent to all doors. 3.4 Install pictogram signage at toilet room doors.


JOB #1919 10 14 53 TRAFFIC SIGNS PAGE 1 7/15/2019


A. Traffic Signs B. Handicapped Parking Signs

1.2 Related Sections: A. Section 03 30 00 Cast in Place Concrete B. Section 10 14 10 Interior Signage C. Section 10 14 20 Exterior Signage

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Shop Drawings 1.4.2.2 Product Data 1.4.2.3 Product List



1.5.2 Referenced Standards: A. USDOT Manual of Uniform Traffic Control (MUTC) B. AWPA C1-00 All timber Products – Preservative Treated by Pressure

Processes C. ICC/ANSI A117.1-09 Accessible and Usable Buildings and Facilities D. ADA Architectural Guidelines (ADAAG) E. Virginia Uniform Statewide Building Code (USBC)






JOB #1919 10 14 53 TRAFFIC SIGNS PAGE 2 7/15/2019

PART TWO-PRODUCTS 2.1 Reflective Metal Signs: Comply with MUTC, current edition. 2.2 Handicapped Parking Signs: Comply with applicable accessibility standards and USBC

requirements.

2.3 Posts: 4 x 4 Pressure Treated SYP PART THREE-EXECUTION 3.1 Examine the areas and conditions under which the work of this Section will be performed.

Correct discrepancies before proceeding. 3.2 Excavate post holes to a depth of 2’-6” minimum below finish grade. 3.3 Set sign posts in concrete. 3.4 Attach signs to posts with corrosion resistant carriage bolts at height specified in MUTC or

ICC/ANSI A117.1 and ADAAG as applicable.


JOB #1919 10 28 13 TOILET ACCESSORIES PAGE 1 7/18/2019


A. Toilet Accessories: towel dispensers, soap dispensers, paper holders, and similar items B. Grab Bars

1.2 Related Sections: A. Section 10 21 13 Toilet Compartments B. Section 10 28 16 Residential Bath Accessories

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Shop Drawings 1.4.2.2 Product Data: Catalog Cuts

1.4.2.3 Installation Instructions




A. ADA Architectural Guidelines (ADAAG) B. ICC/ANSI A117.1-09 Accessible and Usable Buildings and Facilities







A. American Specialties, Inc. B. Bobrick Washroom Equipment, Inc. C. Bradley Corporation D. Franklin Brass E. General Accessory Manufacturing Company

2.2 Grab Bars: 2.2.1 Tubing: 18 ga. type 304 Stainless Steel 2.2.2 Diameter: 1¼” - 1½” (32mm - 38mm)

2.2.3 Structural Strength: Comply with ADAAG

2.2.4 Mounting: Concealed with snap flange

2.2.5 Length and Configuration: Comply with ADAAG and ICC/ANSI A117.1.

2.2.6 Finish: Satin Chrome

2.3 Accessories: 2.3.1 Basis of Design: Bobrick numbers indicated 2.3.2 Paper Holder: B-265 2.3.3 Towel Dispenser: B-262

2.3.4 Soap Dispenser: B-2111

2.3.5 Waste Receptacle: Free standing, satin stainless steel

2.3.6 Sanitary Napkin Disposal: B-270

2.4 Mirrors: Beveled frameless, size as indicated on Drawings. 2.5 Fasteners:

2.5.1 Locations with solid Support: Wood screws or manufacturer’s standard

attachments. 2.5.2 Locations without solid support: Molley type hollow wall anchors

2.5.3 Masonry walls: Toggle bolts or similar device appropriate for the particular

location, sufficient to support applied loads. PART THREE-EXECUTION 3.1 Coordination: Ensure adequate provision for concealed support (solid blocking, etc.). 3.2 Installation: Install per manufacturer’s instructions and recommendations. 3.3 Mounting Height and Location: Mount all accessories in strict accordance with ADAAG and

ICC/ANSI A117.1.


3.4 Support for grab bars and other accessories shall be adequate for loads prescribed in

ADAAG and ICC/ANSI A117.1.


JOB #1919 11 11 36 VEHICLE CHARGING EQUIPMENT PAGE 1 9/11/2019


A. Vehicle Charging Stations

1.2 Related Sections: A. Section 26 20 00 Electrical Service and Distribution

1.3 Permits & Fees:


1.4 Submittals:






A. ADA Architectural Guidelines (ADAAG) B. ICC/ANSI A117.1-09 Accessible and Usable Buildings and Facilities C. NFPA 70-14 National Electrical Code (NEC) D. SAE J1772 Surface Vehicle Recommended Practice for Electric Vehicle

Charge Coupler

1.5.3 Warranty: 1 year or manufacturer’s standard, whichever is longer.






JOB #1919 11 11 36 VEHICLE CHARGING EQUIPMENT PAGE 2 9/11/2019

PART TWO-PRODUCTS 2.1 Acceptable Manufacturers:

A. ChargePoint, Inc.. B. Clipper Creek C. Shorepower Technologies D. Other manufacturers will be considered by Owner.

2.2 Charging Station: 2.2.1 Charging Capacity: Level 1 and Level 2

2.2.2 Number of ports: 2 2.2.3 Display(s): User friendly LCD or LED, readable in directly sunlight and at night. 2.2.4 Cabinet Attributes:

2.2.4.1 Tamper & vandal proof

2.2.4.2 Weatherproof

2.2.4.3 Visually attractive

2.2.5 Connector: SAE J1772 with retractable or self-training cables

2.2.6 Network to allow Owner to gain access to power distribution and charging

notifications. 2.2.7 Provide access to all members of the public without exclusivity

2.3 Accessories: Provide mounting pad, anchor bolts, and similar accessories as required for a complete and proper installation.

PART THREE-EXECUTION 3.1 Install all charging equipment in strict accordance with manufacturer’s instructions and

recommendations.


JOB #1919 11 30 13 APPLIANCES PAGE 1 7/18/2019


A. Residential Appliances B. Appliance Cords & Accessories

1.2 Related Sections: A. Section 22 10 00 Plumbing B. Section 23 54 11 HVAC C. Section 26 20 00 Electrical Service and Distribution

1.3 Permits & Fees:


1.4 Submittals:






A. ADA Architectural Guidelines B. ICC/ANSI A117.1-09 Accessible and Usable Buildings and Facilities

1.5.3 Warranty: Manufacturer’s standard






JOB #1919 11 30 13 APPLIANCES PAGE 2 7/18/2019

PART TWO-PRODUCTS 2.1 Manufacturers: See schedule in Drawings

2.2 Color: See schedule in Drawings 2.3 Cords & Connectors: By appliance manufacturer

PART THREE-EXECUTION 3.1 Install all appliances in strict accordance with manufacturer’s instructions and

recommendations. 3.2 Prior to installation, install cords, connectors, etc. on all appliances not directly wired. 3.3 Install appliances ready for direct connection to building electrical or gas system specified

elsewhere in these Specifications.


JOB #1919 22 10 00 PLUMBING PAGE 1 7/16/2019


A. Design of plumbing system B. Water supply system C. Drainage, waste, and vent system D. Plumbing fixtures E. Water heaters and storage tanks F. Pipe insulation G. Hangers, fittings, valves and similar items H. Connection to site utilities at a point 5’-0” outside of building

1.2 Related Sections: A. Section 07 60 00 Flashing and Sheet metal B. Section 07 61 13 Standing Seam Metal Roofing C. Section 22 40 00 Plumbing Fixtures D. Section 23 54 11 HVAC E. Section 31 22 00 Earthwork F. Section 33 10 01 Site Utilities

1.3 Permits & Fees:


1.4 Submittals:



1.4.3 At Substantial Completion, submit the following:

1.4.3.1 As Built Drawings 1.4.3.2 Warranties



1.5.2 Plumbing system design shall be performed by a licensed professional engineer

or licensed master plumber.

1.5.3 Referenced Standards A. Virginia Uniform Statewide Building Code (USBC)


B. International Plumbing Code (IPC-2015) C. ADA Architectural Guidelines (ADAAG) D. ICC/ANSI A117.1-09 Accessible and Usable Buildings and Facilities E. ASTM B88-14 Specification for Seamless Copper Water Tube F. ASTM D2665-14 Specification for Poly Vinyl Chloride (PVC) Plastic Drain,

Waste, and Vent Pipe and Fittings G. ADTM D2846-09 Specification for Chlorinated Poly(Vinyl Chloride) (CPVC)

Plastic Hot- and Cold-Water Distribution Systems H. ASTM F441-13e1 Specification for Chlorinated Poly(Vinyl Chloride) (CPVC)

Plastic Pipe, Schedules 40 and 80 I. ASTM F876-13a Specification for Crosslinked Polyethylene (PEX) Tubing J. ASTM F877-11a Specification for Crosslinked Polyethylene (PEX) Plastic

Hot- and Cold-Water Distribution Systems

1.6 Coordination: 1.6.1 Plumbing and Mechanical Drawings are diagrammatic only and indicate the

general arrangement of pipes, appliances, ductwork, etc. Exact locations and configuration of all piping, ductwork, lines, fixtures, and equipment shall be verified field conditions and code requirements.

1.6.2 Coordinate work with other trades to avoid interference between mechanical,

electrical, architectural, and structural work.

1.6.3 Do not cut structural members without prior approval of Architect.





1.7.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Drainage, Waste, & Vent Piping & Fittings: Schedule 40 PVC, ASTM D2665 2.2 Water Supply Pipe & Fittings: Type L copper; ASTM B88 or Crosslinked Polyethylene (PEX)

ASTM F877 2.3 Hangers: Code approved, as recommended by pipe manufacturer 2.4 Vent Flashings: Compatible with specified metal roofing.. 2.5 Water Heaters: See schedule in Drawings. 2.6 Water Heater Drain Pans: Pre-manufactured plastic; size to match.

2.7 Sillcocks: Woodford Model 65 or equal with removable key 2.8 Pipe Insulation: Rubatex or equal


2.9 Other Materials: As required for a complete and proper installation. PART THREE-EXECUTION 3.1 Examine the areas and conditions under which the work of this Section will be performed.

Verify all field conditions and correct any discrepancies prior to proceeding. 3.2 Design plumbing system to meet criteria set forth in these Specifications and comply with the

International Plumbing Code and other applicable codes and standards. 3.3 Workmanship:

3.3.1 All work shall be performed in a neat, workmanlike manner and shall be first

quality.

3.3.2 Comply with applicable codes and standards.

3.3.3 All work shall be laid out in advance of construction to avoid cutting or damage to the structure.

3.3.4 Coordinate all work with other trades.

3.4 Excavating and Backfilling: 3.4.1 Comply with requirements of Section 31 22 00 of these Specifications. 3.4.2 Trenches shall be of the appropriate width for laying of pipe.

3.4.3 Accurately grade bottom of trenches to provide uniform support and proper

slope.

3.4.4 Provide uniform bearing for underground/underslab pipes and equipment, supporting entire length. Granular bedding material shall be code approved and compacted. Blocking up of pipe will not be permitted.

3.4.5 Do not backfill until all code required testing and inspections have been

satisfactorily completed.

3.5 Piping Work: 3.5.1 Conceal piping wherever possible. 3.5.2 Run piping true to alignment, parallel to adjacent walls, level or with uniform

slope as required.

3.5.3 Sleeves: All piping passing through masonry or similar materials shall be sleeved.

3.5.4 Do not run piping in exterior walls or in attic spaces. Where fixtures are located

along exterior walls, supply piping shall be run up through floor.

3.6 Furnish vent flashings to be installed under Section 07 61 13 of these Specifications. 3.7 Install anti-sweat insulation on all cold water piping.


3.8 Install insulation on all hot water supply piping. 3.9 Fixtures and Trim installation is specified in Section 22 40 00 of these Specifications.

3.10 Water heater installation:

3.10.1 Install water heaters in strict accordance with manufacturer’s instructions and

recommendations and applicable codes. 3.10.2 Install discharge from temperature and pressure relief valve in accordance with

applicable codes. Run discharge to exterior where permitted by code.

3.10.3 Install drain pan below all water heaters.


JOB #1919 22 40 00 PLUMBING FIXTURES PAGE 1 7/18/2019


A. Plumbing fixtures and trim B. Carriers, mounting brackets, and similar items C. Supplies, stops, and similar items D. Under sink pipe covers

1.2 Related Sections: A. Section 22 10 00 Plumbing B. Section 22 11 23 Domestic Booster Pump System

1.3 Permits & Fees:


1.4 Submittals:



1.4.2.3 Fixture cuts, certifications


1.4.3.1 Warranties




A. Virginia Uniform Statewide Building Code (USBC) B. International Plumbing Code (IPC-2012) C. ADA Architectural Guidelines (ADAAG) D. ICC/ANSI A117.1-09 Accessible and Usable Buildings and Facilities

1.6 Coordination: 1.6.1 Plumbing and Mechanical Drawings are diagrammatic only and indicate the

general arrangement of pipes, appliances, ductwork, etc. Exact locations and configuration of all piping, ductwork, lines, fixtures, and equipment shall be verified field conditions and code requirements.


1.6.2 Coordinate work with other trades to avoid interference between mechanical, electrical, architectural, and structural work.





1.7.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Plumbing Fixtures:

2.1.1 Water Closets: Drake Close Coupled, 1.28 GPF Elongated Bowl Universal

Height. Provide split front seat. 2.1.2 Lavatories: American Standard Lucerne 0355.012 with Moen Tiffin WS84876

Series, 2 handle 4” center set faucet and grid drain.

2.1.3 Kitchen Sinks: American Standard Portsmouth 18SB6301800S.075 ADA stainless steel underhung sink with Moen Brecklyn 87557 Series single handle pull-out faucet

2.1.4 Utility Sink: Griffin LT.148.210; 16 ga. stainless steel with deck mounted pull

down sprayer 2.1.5 Bi-Level Drinking Fountain/Water Cooler: Elkay Model LZSTL8WSSP with bottle

filling station, stainless finish

2.2 Carriers: Code approved, as recommended by fixture manufacturer 2.3 Undersink Pipe Covers: Truebro or equal 2.4 Supplies and Stops: Code approved, as recommended by fixture manufacturer, chrome

plated. 2.5 Other Materials: As required for a complete and proper installation. PART THREE-EXECUTION 3.1 Examine the areas and conditions under which the work of this Section will be performed.

Verify all field conditions and correct any discrepancies prior to proceeding. 3.2 Workmanship:

3.2.1 All work shall be performed in a neat, workmanlike manner and shall be first

quality.

3.2.2 Comply with applicable codes and standards.


3.2.3 All work shall be laid out in advance of construction to avoid cutting or damage to

the structure.

3.2.4 Coordinate all work with other trades.

3.3 Installation of Fixtures and Trim: 3.3.1 Install fixtures and trim in strict accordance with manufacturers instructions and

recommendations for long life and hard use. 3.3.2 Install fixtures true and level or plumb.

3.3.3 Install fixtures at heights and with clearances specified in referenced accessibility

standards.

3.3.4 Install undersink pipe covers under all accessible lavatories and sinks.


JOB #1919 23 08 00 HVAC COMMISSIONING PAGE 1 7/16/2019


A. Commissioning of HVAC System

1.2 Related Sections:

A. Section 01 77 00 Closeout Procedures B. Section 23 31 13 Ductwork C. Section 23 54 11 HVAC D. Section 26 20 00 Electrical Service and Distribution

1.3 Submittals: 1.3.1 Comply with requirements of Section 01 33 00 1.3.2 Within 30 days of award of Contract, submit the following concurrently to

Commissioning Authority and Architect:

1.3.2.1 Commissioning Plan 1.3.2.2 HVAC Shop Drawings 1.3.2.3 Product Data:

1.3.2.3.1 Manufacturer’s printed detailed installation and startup operating,

troubleshooting, and maintenance procedures. 1.3.2.3.2 Equipment performance curves

1.3.2.3.3 Factory test reports

1.3.2.3.4 Full sequence of operation and control diagrams

1.3.2.3.5 Proposed testing, adjusting, and balancing procedures

1.3.2.3.6 Complete warranty information

1.3.2.3.7 Other documentation necessary for commissioning process

1.3.2.4 Preliminary operation and maintenance manuals

1.4 Closeout Submittals:

1.4.1 Comply with requirements of Section 01 77 00 1.4.2 Final Operation and Maintenance Manuals

1.4.3 Testing and Balancing Report(s)

1.4.4 Startup Report(s)

1.4.5 Final Commissioning Report


1.5 Reference Standards:

A. AABC (Associated Air Balance Council) Commissioning Guideline B. ASHRAE Guideline 1 – The HVAC Commissioning Process C. NEBB (National Environmental Balancing Bureau) Procedural Standards for Building

Systems Commissioning


1.6.1 Experienced, qualified personnel shall perform the work of this Section. 1.6.2 Perform Work in accordance with AABC Commissioning Guideline,

ASHRAE Guideline 1, or NEBB – Procedural Standards for Building Systems Commissioning.

1.7 Commissioning Services:

1.7.1 Owner reserves the right to employ and pay for specified services of an independent firm as Commissioning Authority.

PART TWO-PRODUCTS Not Used PART THREE-EXECUTION 3.1 Examination:

3.1.1 Examine areas and conditions under which the work will be performed. Verify all

field conditions and ensure any discrepancies are corrected prior to proceeding 3.1.2 Verify that equipment and systems are in accordance with individual

Specification sections.

3.1.3 Verify utility and power connections are complete and operational.

3.2 Coordinate execution of commissioning plan. 3.3 Attend Project meetings. 3.4 Observe equipment and system installations. 3.5 Schedule commissioning activities prior to start of Work. 3.6 Provide at least four weeks notice to Commissioning Authority prior to system startup

activities. 3.7 Commissioning Authority shall observe equipment and system startup. Ensure that

equipment manufacturer’s startup procedures are followed. 3.8 Startup of Multiple Units: Commissioning Authority shall observe startup of at least twenty

percent (20%) but not less than four like units. Observed units shall be chosen at random by Commissioning Authority.


3.9 Commissioning Reports:

3.9.1 Progress reports

3.9.2 Observation reports

3.9.3 Testing reports and approvals

3.9.4 Deficiency reports

3.9.5 Deficiency resolution reports

3.10 Review and approve Operation and Maintenance Manuals. 3.11 Provide final Commissioning Report.


JOB #1919 23 31 13 DUCTWORK PAGE 1 7/16/2019


A. Complete and operational HVAC ductwork and related components B. Registers and grilles C. Venting of exhaust fans D. Venting of clothes dryers

1.2 Related Sections: A. Section 01 77 00 Closeout Procedures B. Section 07 92 00 Sealants & Caulking C. Section 11 31 00 Appliances D. Section 23 08 00 HVAC Commissioning E. Section 23 54 11 HVAC F. Section 26 20 00 Electrical Service and Distribution

1.3 Permits & Fees:


1.4 Submittals:



1.4.2.3 Balancing Reports


1.4.3.1 As Built Drawings




A. Virginia Uniform Statewide Building Code (USBC) B. International Mechanical Code (IMC-2015) C. ADC Flexible Duct Performance & Installation Standards, 5th Edition D. ASHRAE 62.1-2013 Ventilation for Acceptable Indoor Air Quality E. ANSI/ASHRAE/IESNA 90.1-2013 F. International Energy Conservation Code (IECC-2015) G. SMACNA-2005 HVAC Duct Construction Standards – Metal and Flexible H. UL 181-05 Factory Made Air Ducts & Air Connectors (rev 10-2008)


1.6 Coordination:

1.6.1 Mechanical Drawings are diagrammatic only and indicate the general

arrangement of pipes, appliances, ductwork, etc. Exact locations and configuration of all ductwork, lines, and equipment shall be verified field conditions and code requirements.








1.7.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Rigid Ductwork:

2.1.1 Material: Galvanized steel 2.1.2 Fabrication: Comply with SMACNA-2005

2.1.3 Elbows: Smooth sweep with radiused interior curve or with turning vanes

2.1.4 Round Branch Takeoffs: Air tight with balancing dampers

2.1.5 Hangers: Code approved metal straps 2.1.6 Insulation: Provide various insulation materials as indicated on Drawings.

2.2 Registers and Grilles: Hart & Cooley or approved equal 2.3 Wall Caps: Broan #642 or equal, paintable, with backdraft damper. Provide larger wall caps

where required of similar design. 2.4 Other Materials: As required for a complete and proper installation. PART THREE-EXECUTION 3.1 Examine the areas and conditions under which the work of this Section will be performed.

Verify all field conditions and correct any discrepancies prior to proceeding. 3.2 Workmanship:


3.2.1 Work shall be performed in a neat workmanlike manner and be first quality. 3.2.2 Comply with applicable codes and regulations.

3.2.3 All work shall be laid out prior to construction. Avoid cutting or damage to

structure. Coordinate work with other trades.

3.2.4 Study the Drawings prior to laying out work. The Contractor shall fully inform him/herself of any peculiarities and limitations of space for installation of work.

3.3 Ductwork Installation:

3.3.1 Install ductwork in accordance with SMACNA-2005. 3.3.2 Ductwork shall be fabricated and installed straight and true to alignment and

level. 3.3.3 Install turning vanes or smooth sweep elbows as good practice indicates.

3.3.4 Seal all joints with approved mastic duct tape.


JOB #1919 23 54 11 HVAC PAGE 1 7/16/2019


A. Design of HVAC System B. Complete and operational HVAC system including split system heat pumps, auxiliary

heat, refrigerant lines, and related components

1.2 Related Sections: A. Section 01 57 40 Construction Indoor Air Quality B. Section 01 77 00 Closeout Procedures C. Section 07 92 00 Sealants & Caulking D. Section 11 31 00 Appliances E. Section 23 08 00 HVAC Commissioning F. Section 23 31 13 Ductwork G. Section 26 20 00 Electrical Service and Distribution

1.3 Permits & Fees:


1.4 Submittals:



1.4.2.3 Balancing Reports


1.4.3.1 Operation and Maintenance Manuals

1.4.3.2 As Built Drawings




A. Virginia Uniform Statewide Building Code (USBC) B. International Mechanical Code (IMC-2015) C. ASHRAE 62.1-2013 Ventilation for Acceptable Indoor Air Quality D. ANSI/ASHRAE/IESNA 90.1-2013 E. International Energy Conservation Code (IECC-2015) F. ICC/ANSI A117.1-09 Accessible and Usable Buildings and Facilities

JOB #1919 23 54 11 HVAC PAGE 2 7/16/2019

G. ADA Architectural Guidelines (ADAAG)

1.6 Design Requirements: 1.6.1 Heating System:

1.6.1.1 Interior Design Temperature: 70 o F 1.6.1.2 Exterior Design Temperature: 0 o F

1.6.2 Cooling System

1.6.2.1 Interior Design Temperature: 70 o F 1.6.2.2 Exterior Design Temperature: 95 o F

1.6.3 Fresh Air:

1.6.3.1 Fresh air system shall be capable of admitting code required fresh air

into habitable spaces. Comply with IMC or ASHRAE 62.1, whichever is more stringent.

1.6.4 Filtration: Design filter housings for standard size filters. Ensure that filter is

accessible for maintenance.

1.7 Coordination: 1.7.1 Mechanical Drawings are diagrammatic only and indicate the general

arrangement of pipes, appliances, ductwork, etc. Exact locations and configuration of all ductwork, lines, and equipment shall be verified field conditions and code requirements.








1.8.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Heat Pumps and Air Handlers:


A. American Standard B. Carrier Corporation C. Lennox Industries

JOB #1919 23 54 11 HVAC PAGE 3 7/16/2019

D. The Trane Co.

2.1.2 Minimum SEER: 15 or as required by code

2.1.3 Minimum HSPF: 9.5 or as required by code 2.2 Controls:

2.2.1 Thermostat: Digital with automatic heating to cooling changeover, programmable

for 7 day cycle. 2.2.2 CO2 Sensors to control operation of motorized fresh air dampers.

2.3 Refrigerant Lines: Type L refrigeration copper tubing, size per equipment manufacturer’s requirements.

2.4 Insulation:

2.4.1 Refrigerant Line Insulation: Rubatex or equal

2.5 Refrigerant: R-410A or similar to comply with current EPA requirements. 2.6 Condensate Drain Piping: Sch. 40 PVC 2.7 Exhaust Fans: Broan or equal

2.8 Other Materials: As required for a complete and proper installation. PART THREE-EXECUTION 3.1 Examine the areas and conditions under which the work of this Section will be performed.

Verify all field conditions and correct any discrepancies prior to proceeding. 3.2 Design system in accordance with sound engineering practice to meet design criteria set

forth in Part One of this Section. 3.3 Workmanship:

3.3.1 All work shall be performed in a neat workmanlike manner and be first quality. 3.3.2 Comply with applicable codes and regulations.

3.3.3 All work shall be laid out prior to construction. Avoid cutting or damage to

structure. Coordinate work with other trades.

3.3.4 Study the Drawings prior to laying out work. The Contractor shall fully inform him/herself of any peculiarities and limitations of space for installation of work.

3.4 Equipment Installation:

3.4.1 Install air handlers condensing units and similar HVAC equipment in strict

accordance with manufacturer’s instructions and recommendations and applicable U.L. Listings.

JOB #1919 23 54 11 HVAC PAGE 4 7/16/2019

3.4.2 Install equipment in locations indicated on Drawings true to alignment and level. Install equipment such that it is accessible for maintenance and repair.

3.4.3 Make connections to refrigerant lines, condensate lines, etc. in accordance with

code requirements and good practice.

3.4.4 Install with clearances per manufacturer’s instructions and applicable listings.

3.5 Electrical Power: Electrical power to equipment is specified in Section 26 20 00 of these Specifications.

3.6 Penetrations through fire rated assemblies:

3.6.1 Install labeled fire dampers of appropriate fire rating in all locations where

ductwork penetrates a fire rated assembly, except where specifically exempted by code. Installation shall be in strict accordance with manufacturer’s instructions and recommendations. Provide access to reset fore dampers.

3.6.2 All penetrations through fire rated assemblies shall be firestopped and sealed

with a code approved, U.L. Listed assembly appropriate for the specific location and application.

3.6.3 Comply with requirements of Section 07 92 00.

3.7 Thermostats: Mounting height shall comply with referenced accessibility standards. 3.8 Adjusting and Balancing: The Contractor shall perform all adjusting and balancing necessary

for the proper operation of the HVAC system. 3.9 Install exhaust fans in strict accordance with manufacturer’s instructions and

recommendations. Duct to exterior.

3.10 Acceptance and Commissioning: 3.10.1 At the time of acceptance by Owner, demonstrate that HVAC system is fully

charged, properly balanced, and operational. 3.10.2 Demonstrate proper operation of HVAC system to Owner.

3.10.3 Commissioning of HVAC system is Specified in Section 23 08 00 of these

Specifications.


JOB #1919 26 20 00 ELECTRIC SERVICE AND DISTRIBUTION PAGE 1 9/11/2019


A. Design of electrical service and distribution system B. Wiring, conduits, switches, panelboards, outlets, etc. as required for a complete

electrical service and power distribution system C. Installation and lamping of lighting fixtures D. Connection of HVAC equipment E. Connection of hard wired appliances F. Coordination with photovoltaic system (PVS) G. Temporary electrical service

1.2 Related Sections: A. Section 07 92 00 Sealants and Caulking B. Section 11 11 36 Vehicle Charging Equipment C. Section 11 31 00 Appliances D. Section 23 31 13 Ductwork E. Section 23 54 11 HVAC F. Section 26 31 00 Photovoltaic System (PVS) G. Section 26 51 00 Lighting H. Section 26 56 00 Exterior Lighting I. Section 27 40 00 Audio-Video Systems

1.3 Permits & Fees:


1.4 Submittals:



1.4.2.3 Comply with Power Company requirements for approval of electric

service equipment, meter centers, and related equipment. 1.5 Quality Assurance:


1.5.2 Design calculations and Shop Drawings shall be sealed by a licensed

professional engineer. 1.5.3 Referenced Standards:

A. ADA Architectural Guidelines (ADAAG) B. ICC/ANSI A117.1-09 Accessible and Usable Buildings and Facilities C. NFPA 70-14 National Electrical Code (NEC)


1.5.4 Warranty: One year materials and labor, except where manufacturer provides a

longer warranty.

1.6 Design Criteria: 1.6.1 Provide electrical service of sufficient size and capacity for anticipated loads with

provision for future growth of 20%. 1.6.2 Service Characteristics: 120/240 volts, 1 phase, underground

1.6.3 Electric service design shall incorporate a Point of Interconnection (POI) with the

photovoltaic system (PVS).

1.6.4 Provide sufficient panelboard space for future needs including, but not necessarily limited to, ten extra spaces in each panelboard.

1.6.5 Provide isolated ground, surge protected (clean power) service to designated

computer outlets. Transient voltage surge suppression (TVSS) shall be provided at clean power panel.

1.6.6 Coordinate panelboard layout and POI such that designated circuits can be fed

by PVS.

1.6.7 Provide Energy Management System (EMS) that is compatible with the PVS and building systems/loads..

1.6.8 Coordinate system design with PVS Contractor. 1.6.9 Provide emergency egress lighting. 1.6.10 Provide one 30A 125v/250v type L1430P exterior connection. 1.6.11 Provide for EV charging station specified in Section 11 11 36 of these

Specifications. 1.6.12 Bidder shall install the same type of outlet throughout the entire facility. In a

designated demonstration area, specified by the owner, the Bidder shall also be able to install different types of outlets (USB, night light, GFCI etc...). These outlets shall be oriented in way that will allow easy viewing of the receptacles for educational and comparison purposes.

1.6.13 Bidder shall be able to design and install an energy monitoring system that will

measure and output the volts, amps, and power usage of every appliance used throughout the facility. This Energy system shall also be able to independently display volt, amp and power consumption of each appliance used at its specific outlet.

1.6.14 The designed energy system shall be similar to Lumin smart panel in which it can

record, store, and display newly acquired data as well as historical data. This data shall be displayed on monitors as well as mobile applications in an easy understandable format for educational and comparison purposes. This data will be used to demonstrate how energy efficient appliances differ from non- energy efficient appliances as well as how everyday household devices (cell phones, laptops, etc.) that are plugged into your respectable affects your energy usage.


1.6.15 Bidder shall be prepared to install light fixtures, power outlets, digital monitor cabling, Wi-Fi based lighting control systems and outdoor building and parking lot lighting systems.

1.6.16 Bidder shall be prepared to install lighting/security motion sensors. 1.6.17 Bidder shall be prepared to install branch circuit, main and subpanels electrical

panels and circuit breakers. 1.6.18 Bidder shall be prepared to install fire alarms and CO2 detectors. 1.6.19 Bidder shall be prepared to install critical loads panel.





1.7.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Panelboards, Switchgear, Disconnects, Meter Centers, etc.:

2.1.1 All panelboards, switchgear, disconnects, circuit breakers, metering equipment,

etc. shall be the products of one manufacturer to be approved by Owner (SVEC). 2.1.2 Provide rainproof cabinets in exterior locations.

2.1.3 Metering Equipment shall be approved by SVEC.

2.2 Wire and Cable: Copper conductor. Non-metallic sheathed cable (Romex) may be used in locations where permitted by code.

2.3 Conduit: Sch. 40 PVC or as required by code or Power Company 2.4 Outlet Boxes:

2.4.1 Wall and Ceiling Boxes: Steel or code approved plastic. Provide multiple gang

boxes where more than one switch occurs in the same location. 2.4.2 Lighting Outlets: Steel or code approved plastic with integral fixture stud.

Chandelier and ceiling fan boxes shall be braced to support approximately 500 pounds or the weight of the fixture, whichever is greater.

2.5 Wall switches: code approved, silent type, ivory color. 2.6 Receptacles: Duplex type with grounding plug, ivory color. 2.7 Ground Fault Circuit Interrupters: Code approved, GFCI protection to be provided at breaker

or receptacle. GFCI receptacles shall be ivory in color with matching cover plates.


2.8 Cover Plates: Plastic, ivory color. Provide multiple gang covers where required. 2.9 Other Materials: Provide other materials as required for a complete and proper installation. 2.10 Temporary Electric Service: Comply with requirements of National Electrical Code and

Power Company. Provide ground fault protection.

PART THREE-EXECUTION 3.1 Examine the areas and conditions under which the work of this Section will be performed.

Correct discrepancies before proceeding. 3.2 Design electric service and distribution system in accordance with sound engineering

practice to meet design criteria set forth in Part One of this Section. Coordinate design with other systems and requirements thereof including, but not limited to the photovoltaic system and Owner’s educational exhibits and systems.

3.3 Coordinate all work with other trades. 3.4 All work shall be performed in a workmanlike manner. 3.5 Study the Drawings and Specifications before laying out work. The Contractor shall fully

inform himself regarding any peculiarities of this work. 3.6 Approximate locations of outlets and equipment are shown on Drawings. 3.7 Codes and Regulations: In the event of a conflict with these Drawings and Specifications

and applicable codes, the more stringent requirement shall apply. 3.8 Mounting height of receptacles, lighting switches, controls, and similar devices shall be in

accordance with ADAAG and ICC/ANSI A117.1. 3.9 Panelboards and Cabinets:

3.9.1 Install in strict accordance with manufacturer’s instructions and recommendations

and applicable codes. 3.9.2 Permanently label all panels with engraved, weather-resistant metal or plastic

plates. Minimum letter height ½”. 3.9.3 Install typed circuit directories inside the door to each cabinet.

3.10 Electrical Service: 3.10.1 Arrange for and pay any fees associated with temporary electric service. 3.10.2 Arrange for and pay fees associated with permanent underground electrical

service. Comply with all Power Company requirements.

3.10.3 Obtain metering equipment approvals from Power Company prior to ordering equipment.


3.10.4 Meter bases shall be permanently marked with street number, inside and out. Markings visible on exterior of equipment shall be engraved plastic plates permanently affixed to equipment.

3.11 Feeders and Wiring:

3.11.1 Furnish and install a complete wiring system from point of connection with Power

Company construction to the various outlets, fixtures, and appliances. 3.11.2 Connect motors which are to be provided and set in place under other sections of

these Specifications.

3.11.3 Furnish and install disconnect switches where shown or required by code.

3.12 Lighting Fixtures shall be installed in strict accordance with manufacturer’s instructions and applicable codes. Install lamps in fixtures.


JOB #1919 26 31 00 PHOTOVOLTAIC SYSTEM PAGE 1 7/17/2019


A. Photovoltaic System (PVS) under separate contract – information only

1.2 Related Sections: A. Section 26 20 00 Electric Service and Distribution

PART TWO-PRODUCTS 2.1 Not Used PART THREE-EXECUTION 3.1 Examine the areas and conditions under which the work of this Section will be performed.

Correct discrepancies before proceeding with related work. 3.2 Scope of Work and Specifications for the PVS is bound herein immediately following this

section for reference..


SCOPE OF WORK AND SPECIFICATIONS| REQUEST FOR PROPOSAL

Scope of Work

and Specifications

Request for Proposal - Part Two of Four


TABLE OF CONTENTS

1.0 OVERVIEW ................................................................................................................................................................... 3

2.0 INTRODUCTION ........................................................................................................................................................... 3

3.0 CONTRACTOR SCOPE OF WORK .................................................................................................................................. 5

4.0 EXISTING SITE DESIGN CONDITIONS ........................................................................................................................... 9

5.0 APPROVED EQUIPMENT SUPPLIERS ............................................................................................................................ 9

6.0 PV MODULE SPECIFICATIONS.................................................................................................................................... 10

7.0 INVERTERS ................................................................................................................................................................. 13

8.0 COMBINER BOX ......................................................................................................................................................... 13

9.0 TRANSFORMERS (IF REQUIRED) ................................................................................................................................ 15

10.0 COMMUNICATION SYSTEM ...................................................................................................................................... 16

11.0 EQUIPMENT AND MATERIALS ................................................................................................................................... 16

12.0 ELECTRICAL INSTALLATION ....................................................................................................................................... 18

13.0 MECHANICAL ............................................................................................................................................................. 20

14.0 SITE WORK ................................................................................................................................................................ 21

15.0 STRUCTURAL ............................................................................................................................................................. 23

16.0 COMMISSIONING AND PROJECT ACCEPTANCE TESTING .......................................................................................... 24

17.0 PROJECT AND CONSTRUCTION MANAGEMENT ....................................................................................................... 25


1.0 DEFINITIONS

AC/ac shall mean alternating current.

Acceptance Test Procedures shall mean a document, or set of documents, agreed to by the Owner and

Contractor which detail the procedures to be completed during acceptance testing and requirements which

must be met.

Array shall mean a collection of solar modules connected in series, all tying into one Inverter Skid Assembly

(ISA).

Contractor shall refer to the organization to which this Request for Proposal is addressed and who will

engineer, procure, and construct the Project as specified within this document.

DC/dc shall mean direct current.

Interconnection agreement to be referenced once provided by coops

Inverter Skid Assembly (ISA) shall consist of the static power inverter, inverter step-up transformer (if

applicable), associated cabling and grounding system.

Owner shall refer to the Project entity whom the Contractor will enter into an agreement to complete all

Project requirements as specified in this Scope of Work, and whom will ultimately take control of the

Project.

Perimeter Fence shall mean a physical security that is installed in such a manner as to surround the

property allocated for the Project. The fence shall be contiguous without interruption (except for personnel

and vehicle gates).

Point of Interconnection (POI) shall define the location of the physical electrical interconnection between

Owner furnished electrical facilities and Contractor provided electrical facilities as part of this Project.

Power Capacity Guarantee shall mean an agreement between the Contractor and Owner in which the

capacity of the Project is described. This capacity guarantee will include environmental and Project

conditions at which the capacity is tested.

Power Capacity Test shall mean a power output capacity test to confirm that the Project has met the plant

output guarantee. The test shall consist of a DC capacity test, an AC capacity test and a system losses test.

Project shall mean the initiative to install a solar facility for long term operations.

SCADA shall mean the Supervisory Control and Data Acquisition system, and shall include all

monitoring/control hardware and software, field instrumentation and communication devices.

Scope of Work shall mean any and all activities necessary to complete the Project as specified.

Site shall mean the physical location where the solar facility will be installed. It is defined by the

Owner.


2.0 Introduction

2.1 Basics of Document

A. This Scope of Work and Specification document is designed to provide the Contractor with the details

necessary to engineer, procure, and construct the facilities to the requirements desired by Owner.

2.2 Bidder Submittals

A. The Proposal Form document (separate section) shall be populated by the Contractor and submitted

to the Owner for review. The Contractor is to populate the tables in the Proposal Form with

information upon which the design is based. This Scope of Work and Specifications document should

be used as a guide for populating the Proposal Form.

2.3 Limits to Scope

A. The list of approved suppliers and specifications provided herein are intended to provide a collection

of suitable vendors and specifications important to primary equipment only. It is recognized here that

there are more components to a functional installation than those listed below.


3.0 CONTRACTOR SCOPE OF WORK

3.1 General

A. The Contractor shall furnish Project for Owner at the output level of energy production as proposed

by the Contractor in the Proposal Form.

B. The Project shall be capable of operating in accordance with the guidelines of this Request for

Proposal as well as any subsequent contractual documents entered into between Contractor and

Owner.

C. The Contractor shall design and construct the Project in accordance with any contractual documents

and this Scope of Work and Specifications Document.

D. The Contractor shall specify and furnish the equipment and materials which shall include, but not be

limited to perimeter fences, PV modules, structural support systems, module string DC wiring

harnesses, DC combiner boxes, inverters, inverter step-up transformers, ISAs, SCADA system, and

ancillary hardware required to connect and operate listed equipment.

E. The Contractor shall provide Project design engineering and drawing packages for construction

permitting, installation and “as-built” documentation. Engineering firm and Engineer of Record must

be licensed in the Commonwealth of Virginia.

F. The Contractor shall provide Project construction including all site/civil work, structural, electrical,

mechanical, and monitoring/control systems.

G. The Contractor shall provide Project and construction management, including quality

assurance/quality control, site safety, site material control and management of all subcontractors.

H. The Contractor shall provide Project commissioning and testing in accordance with this document.

I. The Contractor shall provide the Owner training and Project sequence of operations and installation

and maintenance documentation.

J. The Contractor shall be responsible for obtaining, and providing to Owner, all permits necessary to

support construction and Project installation.

K. The Contractor shall be responsible for connection of the Project to electrical interface provided by

Owner.


L. Temporary Facilities

1. The Contractor shall be responsible for establishing and maintaining all restroom, lunchroom,

and other office and meeting areas for the duration of the construction and commissioning

portion of the Project.

2. The Contractor shall provide temporary sanitary facilities. Contractor shall be responsible for

decommissioning these temporary sanitary facilitates at the termination of construction.

3. The Contractor shall maintain on-site dumpsters and personnel to maintain a clean and rubbish

free work site.

4. The Contractor shall be responsible for permitting, installation, and removal of all equipment

necessary to satisfy water requirements for dust control purposes. Temporary water storage

facilities, if used, shall be removed and the area returned to existing grades and surfacing.

5. The Contractor, if applicable, shall be responsible for designing and implementing temporary

traffic control measures as required by County or local agencies throughout construction

duration.

6. Contractor may access and park at each construction site as necessary for construction;

however, the temporary parking areas shall be returned to design grades and surfacing at the

termination of construction. Additionally, Contractor parking shall not interfere with normal

member-owner business nor Owner activities.

M. The Contractor shall be responsible for site security throughout construction duration.

N. The Contractor shall provide traffic management as necessary to ensure the safe entry to and exit

from public roads for all vehicles and equipment.

O. The Contractor shall, if applicable, conduct a Geotechnical Study suitable for the Project level design

work including bearing capacities, soil characteristics, and infiltration requirements. Owner shall

provide access, if requested by Contractor, to site to perform structural testing.

3.2 Owner Provided Facilities and Services

A. The Owner will provide electrical panels as designated to accommodate Point of Interconnection

(POI).

B. The Owner will provide, if applicable, the Protective Device Coordination Study, Load Flow Study,

Short Circuit Analysis, and Grounding System study at the POI. Owner will furnish completed study to

Contractor.

C. The Owner will provide access to building as required.

D. The Owner will provide access to temporary electrical power where possible but Contractor shall be

responsible for providing power to any construction location where Owner is unable. In situations

where there is conflict, Contractor will provide their own power generation consistent with Section

3.6 C.


3.3 Design Criteria

A. Project and individual components shall have a minimum design life of 25 years.

B. Project shall be designed for fully autonomous operation.

C. Project electrical design will be in compliance with applicable codes and standards listed under

Section 3.6 unless otherwise noted.

D. Project shall be so designed as to maximize kWh production.

E. Dissimilar metals in contact anywhere in the Project shall be avoided to eliminate the possibility of

galvanic action.

F. During engineering design, Contractor shall work with the Owner when determining all signage,

labeling and nomenclature.

3.4 Projects and Equipment

A. Provisions shall be included in the design of all systems to allow the performance of all routine

maintenance without requiring a shutdown of the entire Project.

B. Contractor shall:

1. Receive, inspect, store, unload, maintain, erect, clean, align, and prepare all equipment in

accordance with equipment manufacturer’s instructions before initial operation.

2. Provide lifting lugs on all equipment components or Project components requiring

removal for maintenance and weighing over 25 lbs.

3. Select materials of construction and design equipment and systems to provide a minimum

of a 25-year operating life at all operating conditions specified.

4. Design the facility consistent with good engineering practice for solar generation facilities.

5. Provide grounding lugs and ground all equipment.

3.5 Operating Criteria

A. DC grid voltage: 600 volts DC or greater (with Owner approval), grounded or floating, ungrounded.

B. AC grid voltage: (determined by site POI requirements as defined by the Owner). We should define

the voltage of the panels identified in 3.2A. (“Section 3.2 A”)

C. DC & AC electrical systems under 1000V shall be radially configured. No redundancy is required.

D. Convenience Power: 120VAC

E. Instrumentation voltage: 24 volts DC or 125VDC

F. Communications network: Ethernet via fiber optic within the arrays.


3.6 Codes, Regulations and Standards

A. In the event that any Applicable Law or Industry Standard does not govern specific features of any item

of equipment and materials, temporary work or system, Contractor or Original Equipment Manufacturer

(OEM) standards shall be applied, with Owner’s approval. Where local codes or ordinances will have an

impact on the design, Owner and Contractor shall jointly address these with the local authorities having

jurisdiction.

B. Listed herein are the principal codes and standards applicable in the design, fabrication and installation

of the Project; these are not intended to be all encompassing. Where local codes or ordinances will have

an impact on the construction, Contractor shall be responsible for meeting the codes or obtaining

variances from local authorities having jurisdiction.

C. Contractor shall design and construct the Project in accordance with the following standards, as

applicable:

1. ACI - American Concrete Institute

2. AISC - American Institute of Steel Construction

3. ANSI - American National Standards Institute

4. AISI – American Iron and Steel Institute

5. ASCE – American Society of Civil Engineers

6. ASME – American Society of Mechanical Engineers

7. ASTM - American Society for Testing and Materials

8. IBC - International Building Code

9. ICEA - Insulated Cable Engineers Association

10. IEC - International Electrotechnical Commission

11. IEEE - Institute of Electrical and Electronics Engineers

12. ISA – Instrumentation Society of America

13. NEC - National Electrical Code

14. NEMA - National Electrical Manufacturers Association

15. NESC - National Electrical Safety Code

16. NETA - National Electrical Testing Association

17. NFPA – National Fire Protection Association

18. OSHA - Occupational Safety and Health Act

19. UL – Underwriters’ Laboratories

D. In the case where standards have conflicting requirements, Owner and Contractor will develop a mutual

agreement of the prevailing standards.


4.0 EXISTING SITE DESIGN CONDITIONS

4.1 Site Physical Location

Table 4-1. Existing Site Design Conditions

Project Location 180 Oakwood Drive, Harrisonburg, VA 22801

Figure 4-1. Vicinity Map of Site


5.0 APPROVED EQUIPMENT SUPPLIERS

5.1 Equipment Suppliers

Table 5-1. Preapproved Equipment Suppliers

PV Modules Combiner

Boxes Inverters

Racking Suppliers

Monitoring System

• SunPower

• REC Solar

• Hanwha

SolarOne

• SolarBOS

• Shoals

• Cooper

Crouse-

Hinds

• AMtec

• Bentek

• Fronius

• Power-One

• SMA

• TMEIC

• Solar Edge

• Solar Flex

Rack

• Unirac

• Sunlink

• Panel Claw

• Draker

• ALSO Energy

• Bidder

Recommended

Option


6.0 PV MODULE SPECIFICATIONS

6.1 Panel Specifications

Table 6-1. Photovoltaic Panel Requirements

PV Module Specifications Requirements

Maximum DC System Voltage 600V or 1000V

Sustainable Wind Load 90-MPH

Resistance to Environmental Damage (water, hail, or

damage, etc.)

Per IEC 61215 / IEC 61646 requirements

Guaranteed Performance Degradation (25 years) No more than 3% of maximum power lost

at the end of year 1. No greater than 0.7%

reduction in power output at the end of

each following year up to 25 years.

UL/IEC Certifications1 UL 1703and IEC 61730

IEC 61215 (mono- or poly-crystalline)

IEC 61646 (thin film)

1 The listed IEC/UL certifications are applicable to all technologies, except as noted. Several Nationally Recognized Testing

Laboratories (NRTLs) besides UL are authorized to test to UL standards.

6.2 Panel Characteristics

A. Contractor must use only those panels as specified in Proposal Form.

B. Contractor shall provide nominal module power rating at standard test conditions for modules to

be used in solar arrays, and their power rating tolerance.

C. Contractor shall make at least three panels accessible at each Project location for adjustment by

owner; Owner should be able to adjust panels up to 30 degrees.

D. Glass laminates or glazing with low reflectivity are preferred.

E. Contractor shall provide provisions at accessible panels in 6.2C for monitoring power quality.

Owner should be able to interconnect monitoring device to all panels. The Owner utilizes Power

Monitoring Incorporated’s Eagle and Revolution style power quality recording devices.

F. Manufactured to ISO9001:2000 and ISO 9001 quality and ISO14001:2004 environmental

standards, NEC code requirements, and UL listing specifications.


6.2 Panel Support Structure

A. The module support structures shall be designed and constructed to provide a stable support system

for the life of the Project. Module support structures shall meet all applicable codes and standards.

B. Foundation shall be appropriate strength concrete (spread or augured) utilizing galvanized or

equivalent corrosion-resistant steel members (corrosion-resistance defined by geo-technical report).

C. The maximum support structure deflections shall prevent PV module and electrical system damage

and shall not exceed allowable limits provided by the manufacturer and the IBC 2009 and ASCE 7-05

codes.


7.0 INVERTERS

7.1 Inverter Specifications

Table 7-1. – Inverter Specifications

Inverter Specification Requirement

Efficiency 97% minimum CEC efficiency

Output Current Harmonics <3%

Warranty Minimum 15 years

Operating Temperature Capable of full rated output at 50 C

Maximum DC voltage 600-1000 (shall match Panel output)

Guaranteed Performance Degradation (25 years) Inverters shall have a 25 year operating life.

UL/IEC/IEEE Certifications IEEE 1547

UL 1741

Communications MODBUS, DNP3.0, SCADA

7.2 Inverter Characteristics

A. Contractor must use only those inverters as specified in Proposal Form. No alternatives will be

accepted unless approval by Owner is received prior to Contractor purchase.

B. No more than one third of all panels that constitute any given Project may be on the same

inverter. The use of micro-inverters is permitted but discouraged for roof mounted array.

C. Inverters installed on tracking solar array shall be solidified from EMP and other natural disasters.

D. Inverters shall be physically mounted so as to avoid direct sun exposure and in a location that

offers the best protection possible from other weather elements.


8.0 COMBINER BOX

8.1 Combiner Box Specifications

A. Combiner boxes shall be NEMA 4 rated with continuous hinge single door.

B. Combiner boxes shall be rated for the maximum system design voltage and the maximum

continuous current as well as the maximum short circuit current.

C. All fuses in the combiner box shall have blown fuse indication.

D. Combiner boxes shall be at the end of the row and above ground.

E. All combiner box electrical systems, both inside and outside the combiner box itself, must meet

NEC and UL standards and listings.


9.0 TRANSFORMERS (IF REQUIRED)

Three phase transformers to be provided by Owner if required.


10.0 COMMUNICATIONS

10.1 Monitoring System Specifications

A. Contractor shall specify and install a fully functional, web-based monitoring software for each Project as

outlined in this RFP.

B. Contractor shall also supply, install, and commission the system hardware necessary for all monitoring

activities.

C. Contractor is responsible for providing data connection for each Project at POI.

D. System shall display data in real time and record and log performance data at regular intervals from the

Project. The data shall be directed through Owner’s interface and then to the internet for remote access,

monitoring and data collection.

E. Communications shall be transmitted via a fiber optic communications infrastructure.

F. Additional data stream:

10.2 SCADA Integration

A. Contractor shall install system that uses DNP 3.0 communication protocol.

B. Communications network: Ethernet via fiber optic multi-mode.

C. Contractor shall install Schweitzer Engineering Laboratories (SEL) RTAC Remote Terminal Unit (RTU) on the

array.

D. RTU shall be capable of concentrating any and all operation data from solar array and allow for any control

E. Contractor shall house the RTU in a stainless steel or aluminum cabinet.

10.3 Information Technology Integration

A. Array output data shall be open and accessible to programmatic retrieval


11.0 EQUIPMENT AND MATERIALS

11.1 Availability

A. Contractor shall furnish all equipment and materials as required to construct a fully functioning Project.

All equipment and materials used for Project shall meet applicable standards and shall be products

generally available for purchase through a reputable vendor in the United States of America.

11.2 Spare Parts Inventory

A. Contractor shall provide Owner with a list of recommended spare parts needed for routine maintenance as

well as parts which may need to be replaced during the life of the Project.

B. The spare parts list shall include an item description, original equipment manufacturer, supplier,

identification/part number, quantity, equipment tag number, lead time, and price.

C. Contractor shall provide two spares of each component for post project owner use.


12.0 ELECTRICAL INSTALLATION

12.1 General

A. All above grade outdoor electrical conduits shall be rigid galvanized steel with NEMA 4 enclosures. All

transitions to below grade conduit shall be rigid galvanized steel. Any deviation shall be reviewed and

accepted by the Owner prior to proceeding.

B. All electrical systems must meet applicable codes and standards to ensure proper and safe operation.

12.2 DC System Wiring

A. Series string connections between modules will be via locking multi-contact connectors and jumpers

factory-supplied with modules.

B. All DC system wiring must meet NEC requirements and local codes.

C. DC cabling may run above grade where allowed by code: method to be reviewed and accepted by Owner.

D. Contractor shall submit cable data sheets and Project cable schedule to Owner for approval for each

application prior to procuring the cable.

E. Any fuses shall be readily accessible and replaceable.

F. Wiring harnesses and cabling shall be UL listed.

1. Wiring harnesses shall use tee tap connectors and in-line fuses when required for paralleling circuits

outside DC combiner boxes.

2. Materials used for cable fastening shall have a life expectancy of 25 years.

12.3 AC System Wiring

A. All conductors, lugs, and cable accessories shall be UL listed.

B. All AC system wiring must meet NEC requirements and local codes.

12.4 Grounding

A. All ground conductors and grounding systems shall be UL listed, if appropriate, and shall meet all NEC and

local code requirements.

B. Inverters/ISAs shall be bonded to a ground ring.


12.5 Labeling and Identification

A. For diagnostic and troubleshooting purposes, all wires shall have a label affixed to each end stating origination point.

B. For diagnostic and troubleshooting purposes, all multi-string harness inputs to each combiner box and the combiner boxes themselves shall be uniquely tagged and identified with such tagging on the record construction drawings.

C. As part of the deliverables that the Contractor must deliver prior to Final Completion, Contractor shall provide to the Owner a database including all module serial numbers which can be sorted by array, combiner box, and harness.

12.6 Electrical Equipment Enclosures

A. Control cabinets, pull boxes, and junction boxes shall be in accordance with NEMA Standards and type

number and shall be suitable for the location conditions.

12.7 Lightning Protection for Field Enclosures

A. Lightning protection shall only be provided at each ISA if enclosures are used.

B. Lightning protection (where required) shall comply with the requirements of NFPA 780 Standard for the

Installation of Lightning Protection Systems.


13.0 MECHANICAL

13.1 General Requirements

A. This section provides requirements for major mechanical equipment, mechanical systems, and mechanical

interfaces with other Project systems and off-Site facilities.

13.2 General Arrangements

A. The location of equipment shall be based on safety, economics, ease of maintenance, and operation.

Sufficient space shall be provided for maintenance of all equipment including equipment removal without

excessive rigging or removal of surrounding equipment.

13.3 Fire Protection System

A. As necessary, Contractor shall provide a complete fire protection system in accordance with the

recommendations and requirements of NFPA, UL, FM, and the local Fire Marshal. The systems shall

receive the approval of Owner's insurance carrier.

B. General

1. Fire protection during Project construction shall meet requirements and recommendations

of NFPA 241.

2. All fire protection systems are subject to the review and approval of the local fire department

authorities.


14.0 SITE WORK

14.1 General Requirements

A. This section covers the minimum scope and quality for the civil design and construction of the Project.

B. Contractor is responsible to inspect the Site, obtain all necessary Site data, obtain all required

geotechnical investigations, and determine all Site data for the design and construction of the Project.

This shall include determination of local code requirements for seismic and wind design loads. It is

Contractor’s sole responsibility to ensure that the Site work complies with all federal, state, and local

code requirements and all applicable industry codes and standards.

C. The scope shall include, but not be limited to the following:

1. Design and prepare the construction plans, final design reports, and Project specifications for

the civil site work, including the storm water drainage, grading, roads, temporary construction

facilities, etc. All must meet the approvals of Owner and jurisdictional government agencies.

2. Obtain all necessary permitting associated with civil site work construction such as grading

permits, haul permits, dust permits, storm water pollution prevention plans, etc., in compliance

with local jurisdictional requirements and other jurisdictional government agencies as may

pertain.

3. Construction of all civil site work if determined required, including the storm water drainage

infrastructure, earth grading, roads, security fencing, etc., unless otherwise noted (see RFP).

Construction of any temporary civil site work such as temporary security fencing, temporary

construction roads, etc.

4. If necessary, perform the geotechnical evaluations for the civil site work.

5. Perform all construction surveys (construction staking).

6. Prepare as-built record drawings.

D. Contractor shall be responsible for all site preparation including any demolition, soil stabilization,

grading, drainage, roadways, and temporary parking areas.

14.2 Construction Surveys

A. Owner will provide the construction surveying for the design of any civil site work that is assumed

required.

B. Contractor is responsible for the construction surveying and staking. All construction surveying and

staking shall be performed under the supervision of a surveyor licensed in the state of Project

construction.


14.3 As-Built Drawings

A. Contractor shall prepare as-built drawings as may be necessary to meet the standards of the

jurisdictional government agencies. At minimum, Contractor shall prepare as-built drawings for

Owner’s record, which contain as-built elevations, dimensions, etc. and any variation from the design

drawings, sealed by an engineer or surveyor licensed in the state where the Project is located. The as-

built drawing set shall also contain cut-sheets, containing product data, of all major equipment used

in the Project construction.


15.0 STRUCTURAL

15.1 Materials

A. Steel

1. Design of hot-rolled structural and miscellaneous steel shall be in accordance with the American

Institute of Steel Construction (AISC) “Manual of Steel Construction”. Design of structural and

miscellaneous steel shall also be in accordance with National Electrical Manufacturers

Association (NEMA) “SG6” and “TT1”, American Society of Civil Engineers (ACSE) “Guide for the

Design of Steel Transmission Towers, Manual No. 52” and the International Code Council

“International Building Code”. Design of cold-formed steel shall be in accordance with the

American Iron and Steel Institute (ANSI) “North American Specifications for the Design of

ColdFormed Steel Structural Members”.

2. Materials for structural steel, miscellaneous steel, bolts, nuts, and washers shall conform to the

requirements of the American Society for Testing and Materials (ASTM).

B. Aluminum

1. Design of structural and miscellaneous aluminum shall be in accordance with the latest version

of the Aluminum Association – “Aluminum Design Manual” and “Aluminum Standards and

Data”.

2. Materials for structural and miscellaneous aluminum, including structural shapes and plate,

nuts, washers, and bolts shall conform to ASTM standards.

C. Concrete

1. Design of structural concrete shall be in accordance with the latest version of the American

Concrete Institute (ACI) - "Building Code Requirements for Structural Concrete," ACI 318. All

concrete formwork shall conform to ACI 347.

15.2 Structural Loading

A. Contractor shall determine all Site data for the design and construction of the Project. This shall

include determination of local code requirements for seismic and wind design loads. It is Contractor’s

sole responsibility to ensure that the Project structural and architectural facilities comply with all

federal, state, and local code requirements and all industry codes and standards. All structures shall

be in accordance with applicable codes including the IBC and ASCE.

15.3 Structural Foundations

A. Type of foundations required and allowable bearing values for soil and rock shall be as recommended

by Contractor's Geotechnical Engineer based on the subsurface conditions found in Contractor’s

Geotechnical report.


16.0 COMMISSIONING AND PROJECT ACCEPTANCE TESTING

16.1 Commissioning

A. Overview

1. The Commissioning Process provides a quality-oriented methodology for verifying and

documenting the design, construction, functionality, and performance of the Project. The

Commissioning Process shall ensure that all system components perform interactively to meet

the defined systems’ objective and criteria of Owner, as established in the EPC Agreement and

this document.

2. The commissioning agent to be used by Contractor must be proposed to Owner as part of

commissioning plan and agreed upon by Owner before start of work.

B. All commissioning activities shall be executed under a phased approach, as identified below.

Activities of each phase shall be documented and submitted to Owner for review, acceptance, and

documentation.

1. Acceptance Phase

a. Performance Testing

b. O&M Manuals

c. Warranty Review

d. Commissioning Manual

2. Operational Phase

a. Performance Verification

b. Operation

16.2 Performance Testing

A. Power Capacity Testing

1. Contractor shall successfully run both Power Capacity Tests (DC and AC simultaneously) in

accordance with the approved Acceptance Test Procedures for such test.

2. Test Duration

a. The Power Capacity Test period and data collection intervals shall be approved by Owner

prior to execution of the testing.

3. Pass/Failure of a Power Capacity Test

a. If the corrected output measured at the sum of measurements at the inverter input is

equal to or greater than the corresponding Power Capacity Guarantee, and assuming the

other requirements established to successfully run the applicable Power Capacity Test

has been met, then the Power Capacity Test will be deemed to have been successfully

run.


17.0 PROJECT AND CONSTRUCTION MANAGEMENT

17.1 Staffing

A. Contractor shall provide the appropriate personnel to manage all aspects of the work.

B. Contractor shall ensure an OSHA “competent” person be present during all work hours and is

responsible for maintaining an OSHA compliant worksite during the duration of the Project.

17.2 Reporting/Meetings

A. Contractor shall provide progress and schedule reporting on a weekly basis. A two-week look ahead of

activities shall be provided at weekly reoccurring meetings with Owner, Contractor and Contractor’s

subcontractors.

B. Progress meetings shall be held at the Site on a time interval mutually agreeable to Owner and

Contractor.

17.3 Safety Plan

A. Contractor shall maintain a safety plan and observe all safety practices required for performing

construction work of this type including OSHA standards.

17.4 Work Schedule

A. Contractor shall submit a detailed schedule which meets all Owner requirements.

B. The Work Schedule shall be updated weekly against the baseline schedule and submitted to Owner.

17.5 Project Review and Approval

A. Contractor shall submit design documents and equipment cut sheets at the following intervals to the

Cooperative for their review and approval.

1 Equipment purchase specifications

2 Equipment cut sheets of selected products

3 30% concept design documents

4 90% design documents

5 Issued for Construction design documents

6 Record documents (as-builts)


18.0 INDEPENDENT PROJECT DETAILS

18.1 Parking Canopy Array

A. The intent of this Project is to create a covered parking area for members and guests by utilizing

installed PV panels as cover. If possible, canopy should extend over adjoining sidewalk.

B. The structure may be of any style deemed structurally suitable; however, the canopy should cover the

entire span of parking spaces without reduction or material change to any parking space or adjoining

sidewalk.

C. The structure shall have no impact to ingress and egress around parking lot.

D. Consideration will be given for aesthetic value and level of architectural fit to existing facilities.

E. The array shall be connected to a common energy management system.

F. If branding credit is part of a proposal, Contractor shall include its branding requirements with its

proposal. Please note that SVEC intends to provide to third parties, including its consumer members,

comparative reports of the installation output, operations and maintenance cost as well as other

performance and economic information about each installation. If an installation is branded to

identify the Contractor, such report will include the name of the Contractor in order that third parties

may better compare one installation against another. For any installation that is not branded, SVEC

expects to provide information about the manufacturers of components used, but not the name of

the Contractor. Inclusion of branding credit as part of an installation shall constitute the agreement of

the Contractor to the foregoing provision concerning the provision of such information. Use of

comparative report, creation of derivative works based upon, distribution, or display thereof, without

the prior written consent of Owner is prohibited.

18.2 Tracking Array

A. The intent of this Project is to demonstrate a residential or small commercial scale array that

maximizes energy output by tracking the movement of the sun and adjusting panel orientation

accordingly.

B. The array shall be constructed using infrastructure components that would typically be found on

residential or small commercial installations unless otherwise identified in this specification

document.

C. The array may be any shape or configuration as long as it is representative of a product reasonably

available to a residential member or small business owner.


D. The array shall be connected to a common energy management system.

E. If branding credit is part of a proposal, Contractor shall include its branding requirements with its











18.4 Energy Storage

A. The intent of this Project is to demonstrate residential and small commercial energy storage. In this

instance, because a closer inspection is possible, choices made for visibility, accessibility, and

componentry are very important.

B. The energy storage site shall be constructed using infrastructure components that would typically be

found on residential or small commercial installations unless otherwise identified in this specification

document.

C. The Project shall be constructed with public safety in mind and shall have all componentry protected

from free and open access.

D. The array shall be connected to a common energy management system.

E. If branding credit is part of a proposal, Contractor shall include its branding requirements with its












JOB #1919 26 51 00 LIGHTING PAGE 1 7/18/2019


A. Lighting Fixtures and Lamps B. Rough-In Kits and Mounting Hardware


1.3 Permits & Fees:


1.4 Submittals:




1.5.1 All products shall bear U.L Label.

1.5.2 Warranty: One Year





1.6.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Lighting Fixtures: See fixture schedule in Drawings. 2.2 Lamps: G.E., Westinghouse, Sylvania, Phillips, or equal. 2.3 Provide rough-in kits, mounting hardware, etc. as required for a complete and proper

installation.

JOB #1919 26 51 00 LIGHTING PAGE 2 7/18/2019

PART THREE-EXECUTION 3.1 Installation of lighting fixtures is specified in Section 26 20 00 of these Specifications.


JOB #1919 27 13 42 DATA AND VOICE COMMUNICATION SYSTEM PAGE 1 7/22/2019


A. Telephone Pre-wire B. Local Area Computer Network (LAN) Pre-Wire

1.2 Related Sections: A. Section 28 31 00 Fire Alarm System B. Section 26 20 00 Electrical Service and Distribution C. Section 27 41 17 Video Projection System

PART TWO-PRODUCTS Not Used PART THREE-EXECUTION 3.1 Work of this section will be provided by Owner..


JOB #1919 27 41 17 VIDEO PROJECTION SYSTEM PAGE 1 7/22/2019


A. Ceiling Mounted Laser Display Projector B. Projection Screen C. Computer Interface


A. Section 26 20 00 Electrical Service and Distribution

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Product Data



1.5.2 All work shall be performed by Telecommunications Cable Certified Technicians.





1.6.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Projector:

2.1.1 Manufacturer: Epson Home Cinema 2.1.2 Model: 1060 2.1.3 Computer Interface:

JOB #1919 27 41 17 VIDEO PROJECTION SYSTEM PAGE 2 7/22/2019

2.1.3.1 Primary Connection: Wireless module by projector manufacturer

2.1.3.2 Secondary Connections: HDMI and VGA as directed by Owner

2.1.4 Accessories: Provide ceiling mounting kit and remote. 2.1.5 Signal Cable Conduit: Sch. 40 PVC

2.2 Projection Screen:

2.2.1 Manufacturer: Elite Screens, Inc. 2.2.2 Series: Spectrum 2.2.3 Type: Motorized, wall mounted. 2.2.4 Size: 150” diagonal

2.2.5 Aspect Ratio: 16:9 2.2.6 Housing: Black

2.3 Accessories: Provide components, remotes, etc. to allow integration of screen with projector

and as required for a complete and proper installation. PART THREE-EXECUTION 3.1 Inspection: Examine the areas and conditions under which the work of this Section will be

performed. Correct discrepancies prior to proceeding with work. 3.2 Installation:

3.2.1 Coordinate all work with other trades. 3.2.2 Approximate locations of equipment are shown on Drawings.

3.2.3 Study the Drawings and Specifications before laying out work. The Contractor

shall fully inform himself regarding any peculiarities of this work. 3.2.4 Install components and equipment in strict accordance with manufacturer’s

instructions and recommendations.

3.2.5 All work shall be performed in a neat, workmanlike manner.

3.2.6 Wire runs shall be straight and at right angles insofar as possible. 3.2.7 Codes and Standards: In the event of a conflict between these Drawings and

Specifications and applicable codes and standards, the more stringent requirement shall apply.


JOB #1919 28 13 00 ACCESS CONTROL PAGE 1 7/22/2019


A. Complete Electronic Access Control (EAC) System including, but not necessarily limited to electric strikes and mag locks, proximity readers and key fobs, keypads, CPU (EACS Server), conduits, low voltage wiring, and all other items required for a complete and operational EAC System that integrates with Owner’s existing system(s).


A. Section 01 77 00 Closeout Procedures B. Section 08 11 13 Metal Doors and Frames C. Section 08 14 11 Wood and Plastic Doors and Frames D. Section 08 71 10 Finish Hardware E. Section 28 31 00 Fire Detection and Alarm

PART TWO-PRODUCTS 2.1 Products will be furnished by Owner.

PART THREE-EXECUTION 3.1 Work of this section will be provided by Owner..


JOB #1919 28 23 00 VIDEO SURVEILLANCE SYSTEM PAGE 1 7/22/2019


A. Complete Digital Video Surveillance (DVS) System including, but not necessarily limited to cameras, digital video recorder, conduits, low voltage wiring, and all other items required for a complete and operational DVS System that integrates with Owner’s existing system(s).


A. Section 01 77 00 Closeout Procedures B. Section 08 71 10 Finish Hardware C. Section 28 13 00 Access Control D. Section 28 31 00 Fire Detection and Alarm

1.3 System Description 1.3.1 Security cameras located in public area of building for full coverage 1.3.2 Digital storage (DVR) with time stamp located in designated location. Video is

accessible by event or time.

1.3.3 System Operation: 24 hours, seven days with battery backup.

PART TWO-PRODUCTS 2.1 Products will be furnished by Owner. PART THREE-EXECUTION 3.1 Work of this section will be provided by Owner..


JOB #1919 28 31 00 FIRE DETECTION AND ALARM PAGE 1 7/18/2019


A. Design and construction of interconnected manual and automatic fire alarm and

detection system. B. Installation of supervision systems


1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Shop Drawings: Equipment layout & Wiring Diagram(s) 1.4.2.2 Product Data: Catalog cuts of equipment to be incorporated into system 1.4.2.3 Shop Drawings and Product Data shall be submitted to proper authorities

in conjunction with the required permitting process.



1.5.2 Reference Standards: A. ADA Architectural Guidelines (ADAAG) B. ICC/ANSI A117.1-09 Accessible and Usable Buildings and Facilities C. NFPA 72-13 National Fire Alarm Code D. NFPA 70-14 National Electrical Code E. UL 268-09 Smoke Detectors for Fire Protection Signaling Systems F. UL 2034-08 Standard for Safety Single and Multiple Station Carbon

Monoxide Alarms G. Virginia Uniform Statewide Building Code (USBC)







PART TWO-PRODUCTS 2.1 Products shall comply with referenced codes and standards. 2.2 Central Control/Annunciator: Edwards Systems Technology or equal with sufficient number

of zones to comply with referenced codes and standards with digital dialer card. Provide back-up power supply.

2.3 Horn/Strobes: EST or equal; ADA/FHAG approved. Comply with referenced standards. 2.4 Mini Sounders/Strobes: EST or equal; ADA/FHAG approved. Comply with referenced

standards. 2.5 Manual Pull Stations: Comply with NFPA 72. Housing shall be red in color. 2.6 Smoke Detectors: Comply with UL 268 2.7 Junction and Outlet Boxes: Per device manufacturer’s recommendations and applicable

code requirements 2.8 Wire: Per device manufacturer’s recommendations and applicable code requirements.

Comply with National Electrical Code. 2.9 Other Products and Accessories: As required for a complete and proper installation. PART THREE-EXECUTION 3.1 Inspection: Examine the areas and conditions under which the work of this Section will be

performed. Correct as required before proceeding. 3.2 Study the Drawings and Specifications prior to laying out work. The Contractor shall fully

inform himself regarding the peculiarities of the work. 3.3 Coordinate work with other trades. 3.4 Workmanship shall be first Quality. 3.5 Approximate locations of outlets and equipment are shown on Drawings. 3.6 Codes and Regulations: In the event of a conflict between these Drawings and

Specifications and applicable codes, the more stringent requirement shall apply. 3.7 Mounting Height of pull boxes, etc. shall be in accordance with ADA Accessibility Guidelines

and ICC/ANSI 117.1, as applicable. 3.8 Equipment shall be installed in accordance with manufacturer’s instructions and

recommendations and applicable code requirements. 3.9 Manual and automatic detection and signaling systems shall be interconnected. 3.10 System Performance:


3.10.1 Activation: The alarm system shall be automatically activated by smoke

detectors, manual pull boxes, heat detectors, and similar devices. 3.10.2 Upon activation, electronic door hold-opens, smoke dampers, etc. shall close.

3.11 Zoning: Lay out the various system zones in accordance with the requirements of NFPA 72 and the Virginia USBC.

3.12 Supervision: System shall be supervised in accordance with reference standards and the

Virginia USBC.


JOB #1919 31 11 00 CLEARING AND GRUBBING PAGE 1 7/12/2019


A. Clearing of trees, brush, etc. and removal of stumps, roots, and similar organic materials.

B. Disposal of materials cleared from site.

1.2 Related Sections: A. Section 01 74 19 Construction Waste Management and Disposal B. Section 31 22 00 Earthwork

1.3 Permits & Fees:




PART TWO-PRODUCTS Not Used. PART THREE-EXECUTION 3.1 Materials To Be Removed:

3.1.1 Remove all organic materials including, but not limited to trees, brush, roots,

stumps, etc. from construction areas except as noted on Drawings. 3.1.2 Remove all refuse and other materials from construction areas prior to

construction.

3.2 Reuse of Removed Materials

3.2.1 Grind stumps and limbs for reuse as mulch on site. 3.2.2 Stockpile ground mulch in designated location.

3.3 Disposal

3.3.1 Dispose of waste materials in accordance with approved Solid Waste Management Plan specified in Section 01 74 19 of these Specifications.

3.3.2 Comply with all applicable codes and regulations during disposal operations.

3.3.3 Tipping Fees: The Contractor shall pay all fees associated with removal of

debris from Jobsite.


JOB #1919 31 21 13 RADON MITIGATION SYSTEM PAGE 1 7/12/2019


A. Design and construction of Underslab Passive Radon Mitigation System

1.2 Related Sections: A. Section 03 30 00 Cast in Place Concrete B. Section 22 10 00 Plumbing C. Section 23 54 11 HVAC D. Section 26 20 00 Electric Service & Distribution

1.3 Permits & Fees:


1.4 Submittals:






A. ASTM E1465-08a Practice for Radon Control Options for the Design and

Construction of New Low-Rise Residential Buildings B. ASTM E2121-09 Practice for Installing Radon Mitigation Systems in Existing

Low-Rise Residential Buildings C. ASTM D2665-07 Specification for Poly Vinyl Chloride (PVC) Plastic Drain,

Waste, and Vent Pipe and Fittings D. ASTM F405-05 Specification for Corrugated Polyethylene (PE) Pipe and

Fittings E. International Residential Code (IRC) 2009, Appendix F



[cartons/containers] with labels intact until ready for installation.



JOB #1919 31 21 13 RADON MITIGATION SYSTEM PAGE 2 7/12/2019

PART TWO-PRODUCTS 2.1 Vent Piping: 4” Sch. 40 PVC, ASTM D2665 2.2 Drain Tile Loop: 4” slotted corrugated polyethylene, ASTM F405 2.3 In-line Fan: Nutone or equal, compatible with 4” Sch 40 PVC PART THREE-EXECUTION 3.1 Inspection:



3.1.2 Verify that the radon mitigation system can be installed in accordance with the

original design and approved Shop Drawings.


3.2 Installation: 3.2.1 Design and construct system to comply with provisions of ASTM E1465 and/or

ASTM E2121 as applicable and requirements of Appendix F of the International Residential Code.

3.2.2 Install drain tile loop in below slab stone cushion in such a manner as to promote

airflow and avoid collapsed pipe. 3.2.3 Install Tee fitting at base of radon vent and connect to drain tile loop. Stub up to

above top of slab elevation prior to placing slab.

3.2.4 Run radon vent from connection with drain tile loop to above roof. Conceal vent pipe passing through finished spaces.

3.2.5 Make provision for installation of future in-line fan in attic space

3.2.6 Provide electrical power for future in-line fan in accordance with Section 26 20 00

of these Specifications.


JOB #1919 31 22 00 EARTHWORK PAGE 1 7/18/2019


A. General excavation B. Filling and backfilling to attain indicated grades C. Trenching and trench backfilling D. Rough grading E. Finish grading F. Erosion control G. Maintenance of erosion control measures

1.2 Related Sections: A. Section 31 11 00 Clearing and Grubbing B. Section 33 40 00 Stormwater Drainage and Detention System C. Section 32 90 00 Landscaping

1.3 Permits & Fees:


1.4 Bonding: Erosion Control Bond shall be posted by Owner.


1.5.1 Experienced, qualified personnel shall perform the work of this Section. 1.5.2 Testing & Inspection:

1.5.2.1 Access: Provide access to work for Testing Laboratory personnel at all

times when work is in progress.

1.5.2.2 Notice: Provide notice to Testing Laboratory prior to commencing filling operations.

1.5.2.3 In addition to code required inspections, subgrade, fill, and backfill shall

be inspected and tested.


A. AASHTO T-99-10 Moisture Density Relations of Soils B. ASTM D698-12e1 Test Method for Laboratory Compaction Characteristics of

Soil Using Standard Effort (Std. Proctor) C. ASTM D1556-07 Test Method for Unit Weight of Soil in Place by the Sand-

Cone Method D. ASTM D1883-07e2 Test Method for CBR (California Bearing Ratio) of

Laboratory-Compacted Soils E. ASTM D2216-10 Test Method for Laboratory Determination of Water

(Moisture) Content of Soil and Rock by Mass F. Virginia Erosion and Sedimentation Control Handbook

1.6 Job Conditions:


1.6.1 Dust Control: Prevent dust from becoming a nuisance. 1.6.2 Comply with applicable soil erosion requirements.

PART TWO-PRODUCTS 2.1 Fill Material

2.1.1 All fill material shall be free from organic material and other deleterious

substances. 2.1.2 Maximum Rock Size: 6” with no more than 15% greater than 2 ½”.

2.2 Erosion Control Materials 2.2.1 Silt Fence: Comply with requirements contained in the Virginia Erosion and

Sedimentation Control Handbook . 2.2.2 Stone: Comply with requirements contained in the Virginia Erosion and

Sedimentation Control Handbook .

2.2.3 Seed: Comply with approved Erosion Control Plan. PART THREE-EXECUTION 3.1 Do not backfill prior to any required inspections. 3.2 Finish grades and lines shall be as shown on Drawings. 3.3 Excavate to grades shown on Drawings or to elevations required for construction. 3.4 Fill and compaction:

3.4.1 Maximum fill lift height: 8” 3.4.2 Moisture Conditioning: As required for specific compaction.

3.4.3 Compaction: 95% by AASHTO T99 or ASTM D698.

3.5 Erosion Control: 3.5.1 All Work shall be performed in accordance with Comply with requirements

contained in the Virginia Erosion and Sedimentation Control Handbook. 3.5.2 Include an allowance of TEN THOUSAND DOLLARS ($10,000.00) for Erosion

and Sediment Control measures.

3.6 Topsoil Storage: 3.6.1 Topsoil shall be stripped from construction areas and stockpiled on site. 3.6.2 Place topsoil on disturbed areas at completion of construction.


3.7 Rock: 3.7.1 If rock measuring more than one cubic yard is encountered during the course of

excavation which cannot be removed by ordinary means, the Contractor shall notify the Architect prior to proceeding with rock removal. Failure of the Contractor to notify the Architect prior to rock removal shall cause the Contractor to forfeit any right to reimbursement for costs associated with removal of said rock.

3.7.2 In the event that such rock is encountered, the Architect or his representative

shall visit the Jobsite prior to the removal of said rock to observe the extent of same. A Change Order will then be issued to reimburse the Contractor for costs associated with the removal of said rock at unit prices set forth in the Contract.


JOB #1919 31 31 16 TERMITE CONTROL PAGE 1 7/12/2019


A. Soil Treatment for Termite Control

1.2 Related Sections: A. Section 31 22 00 Earthwork B. Section 03 30 00 Cast in Place Concrete

1.3 Permits & Fees:


1.4 Submittals:


1.4.2.1 Product Data: Manufacturer’s technical data and application instructions

1.4.2.2 Product Certifications: Certify that products comply with EPA

requirements.


1.5.1 A licensed professional pest control operator shall perform the work of this Section

1.5.2 Warranty: 5 years



containers with labels intact until ready for installation.


1.6.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Soil Treatment Solution: EPA approved standard insecticide specifically formulated to

prevent subterranean termite infestation. Solution shall not be injurious to plant materials. 2.2 Alternate Methodologies: Where environmental constraints preclude use of a liquid

insecticide solution, employ such products and methodologies that will produce similar results.

JOB #1919 31 31 16 TERMITE CONTROL PAGE 2 7/12/2019

PART THREE-EXECUTION 3.1 Application: Apply solution in strict accordance with manufacturer’s instructions and

recommendations and EPA regulations. 3.2 Post sign in areas of application warning that soil poisoning has been applied. 3.3 Reapply soil treatment to areas disturbed by subsequent construction activities. 3.4 Care shall be taken to avoid spillage and seepage of soil treatment materials into

watercourses and onto adjacent properties.


JOB #1919 32 10 00 PAVING CURBS AND WALKS PAGE 1 7/18/2019


A. Bituminous concrete paving B. Portland cement concrete paving, curbing, walks, and pads C. Patching of street paving disturbed during construction operations D. Final preparation of subgrade and soil sterilization under paved areas E. Mineral aggregate base course F. Pavement markings

1.2 Related Sections: A. Section 31 22 00 Earthwork B. Section 33 10 01 Site Utilities C. Section 03 30 00 Cast In Place Concrete

1.3 Codes and Standards A. Virginia Department of Transportation Road and Bridge Standards and Specifications,

current edition (VDOT) B. Federal Register Vol. 56, #44 Fair Housing Accessibility Guidelines (FHAG) C. ICC/ANSI A117.1-09 Accessible Buildings and Facilities D. ADA Architectural Guidelines (ADAAG) E. ASTM A82-07 Specification for Steel Wire, Plain, for Concrete Reinforcement F. ASTM A615-14 Specification for Deformed and Plain Billet-Steel Bars for Concrete

Reinforcement G. ASTM A1064-13 Specification for Carbon-Steel Wire and Welded Wire Reinforcement,

Plain and Deformed, for Concrete

1.4 Permits & Fees:


1.5 Submittals:



1.5.2.3 Concrete mix designs


1.6.1 Experienced, qualified personnel shall perform the work of this Section. 1.6.2 Testing and Inspection:

1.6.2.1 Access: Provide access to work for Testing Laboratory personnel at all

times when work is in progress.


1.6.2.2 Notice: Provide notice to Testing Laboratory prior to placing stone

subbase for paving operations. PART TWO-PRODUCTS 2.1 Asphalt Paving:

2.1.1 Surface Mix: Bituminous concrete; Match existing 2.1.2 Base Mix: Match existing 2.1.3 Patching Materials: Match existing.

2.2 Portland Cement Concrete for Curbs and Walks: 3,500 PSI air entrained (VDOT Class A-3) 2.3 Concrete Reinforcement:

2.3.1 Bars: ASTM A615 Grade 60 2.3.2 Steel Wire: ASTM A82

2.3.3 Welded Wire Fabric (WWF): ASTM A1064

2.3.4 Provide chairs, supports, and other materials as required for a complete and


2.4 Mineral Aggregate Base Course: VDOT 21 or 21A 2.5 Traffic Paint:

2.5.1 Material: Benjamin Moore IronClad Safety Zone Paint or equal 2.5.2 Color: White, or as indicated on Drawings

2.6 ADA Detectable Warning Panels: Precast truncated domes as selected by Architect 2.7 Soil Sterilizer: Comply with VDOT Standards and all environmental regulations. 2.8 All other materials as required for a complete and proper installation. PART THREE-EXECUTION 3.1 Concrete Curbs and Walks:

3.1.1 Comply with applicable requirements of Section 03 30 00 and applicable VDOT

specifications and standards, whichever is more stringent. 3.1.2 Thickness of walks: 4”

3.1.3 Finish: Light broom.

3.1.4 Curb Profiles: VDOT Standard, as indicated on Drawings.


3.1.5 Wheelchair Ramps: Similar to VDOT CG-12 except with slopes, surfaces, and detectable warning panels complying with ADA Architectural Guidelines.

3.2 Street Paving:

3.2.1 Subgrade Preparation:

3.2.1.1 Minimum CBR: 10 3.2.1.2 Sterilize subgrade prior to placement of base course.

3.2.2 Place and compact materials in compliance with VDOT standards and specifications.

3.2.3 Mark lanes, traffic control, and other pavement markings with traffic paint. Apply

traffic paint neatly and in strict accordance with manufacturer’s instructions and specifications. Minimum stripe width: 4” or in compliance with VDOT Standards, whichever is wider.

3.3 Parking Areas:

3.3.1 Subgrade Preparation:

3.3.1.1 Minimum CBR: 10 3.3.1.2 Sterilize subgrade prior to placement of base course.

3.3.2 Place and compact materials in compliance with VDOT standards and

specifications. 3.3.3 Mark parking spaces, wheelchair access zones, traffic control, and other

pavement markings with traffic paint. Apply traffic paint neatly and in strict accordance with manufacturer’s instructions and specifications. Minimum stripe width: 4”

3.4 Patching of Street Paving: Match existing and comply with VDOT requirements.


JOB #1919 32 90 10 LANDSCAPING PAGE 1 9/11/2019


A. Lawn Seeding B. Mulch Beds

1.2 Related Sections: A. Section 32 22 00 Excavating, Filling, & Grading

1.3 Permits & Fees:





1.6.1 Use all means necessary to protect the products and work of this Section. 1.6.2 Deliver products to Jobsite and take such measures as are necessary to protect

them until ready for installation.

1.6.3 Do not install damaged, unhealthy, or otherwise defective products. PART TWO-PRODUCTS 2.1 Grass Seed: Uniform mixture of 70% pure Kentucky Tall Fescue and 30% Kentucky

Bluegrass. 2.2 Temporary Mulch for Seeded Areas: Clean, dry straw. 2.3 Mulch for Permanent Mulch Beds, Trees, and Shrubs: Shredded pine or cypress bark. 2.4 Fertilizer: 10-10-10 2.5 Lime: Agricultural ground limestone 2.6 Topsoil:

2.6.1 Topsoil shall be fertile, lose, friable soil, clean and free from toxic minerals and

chemicals, noxious weeds, rocks larger than 1½ inch diameter and other debris.

2.6.2 Soil shall not contain more than 2% of particles measuring over 2.0 mm in diameter.

2.6.3 The following chemical characteristics shall be met:

A. pH 5.5 to 7.0 B. Less than 2.0 mmhos/cm soluble salts

JOB #1919 32 90 10 LANDSCAPING PAGE 2 9/11/2019

C. Less than 3.0 Sodium Absorption Ration (SAR) D. Greater than 5% organic matter

2.6.4 The following physical gradation of particles as defined by USDA triangle of physical characteristics as measured by hydrometer shall be met: A. Sand: 15 to 60% B. Silt: 10 to 60% C. Clay: 5 to 30%

2.6.5 Topsoil shall not be used in frozen or muddy condition.

2.7 Organic Soil Amendment: Compost produced by local sewer authority from wastewater solids and wood chips or well-rotted sawdust.

PART THREE-EXECUTION 3.1 Spreading of Topsoil:

3.1.1 Finish Grading is specified in Section 32 22 00. 3.1.2 Fine Grading and Placement of Topsoil: Spread topsoil and perform all fine

grading required in lawn and planting areas.

3.2 Sowing Turf Grass: 3.2.1 Preparation: Grade all seedbeds, thoroughly remove all ridges and depressions.

Remove all soil lumps, rocks, sticks, debris, etc. 3.2.2 Liming: 40 lbs. per 1,000 SF.

3.2.3 Fertilizing: 23 lbs. per 1,000 SF.

3.2.4 Sowing: 12 lbs. per 1,000 SF.

3.2.5 Mulch: Immediately after seeding, mulch freshly seeded areas, wetting

thoroughly. 3.2.6 Sod may be used in lieu of field seeded turf.

3.3 Maintenance: Maintain planting until acceptance by Owner.


JOB #1919 33 10 01 SITE UTILITIES PAGE 1 7/18/2019


A. Sanitary Sewer System to within 5’-0” of building B. Domestic Water System to within 5’-0” of building

1.2 Related Sections: A. Section 22 10 00 Plumbing B. Section 31 22 00 Earthwork

1.3 Permits & Fees:


1.3.3 Availability and Hookup Fees shall be paid by Contractor.

1.4 Codes and Standards:

1.4.1 Virginia Uniform Statewide Building Code, current edition 1.4.2 VDOT Road and Bridge Standards and Specifications, current edition

1.4.3 Sect. 56-265.17 Code of Virginia, as amended: Underground Utility Damage

Prevention Act



1.5.3 Following completion of work or as work is in progress, submit test reports or

inspection certificates for the work of this section.


1.6.1 Experienced, qualified personnel shall perform the work of this Section. 1.7 Product Handling:


1.7.2 Deliver products to Jobsite and store in manufacturer’s original, unopened cartons/containers with labels intact until ready for installation.

1.7.3 Store all materials above ground and protected from weather. Protect PVC products from exposure to ultra-violet rays (sunlight).


1.7.4 Do not install damaged or defective products. PART TWO-PRODUCTS 2.1 Water System:

2.1.1 General: All products shall comply with requirements of Rockingham County. 2.1.2 Piping and Fittings:

2.1.2.1 General: Provide appropriate fittings, valves, and other accessories of

same type and class as conduit or material of superior physical and chemical properties as acceptable to Architect and Rockingham County and in accordance with good practice.

2.1.2.2 Water Lines 4” and Larger: Ductile iron

2.1.2.3 Water Lines Smaller than 4”: Copper Tubing, ASTM B88, Type K.

2.1.2.4 Provide proper transition accessories when changing from one type

piping material to another in accordance with good practice and requirements of Rockingham County.

2.1.3 Water Meters:

2.1.3.1 Meter Boxes and Vaults: Per Rockingham County requirements. 2.1.3.2 Meter Setters: Per Rockingham County requirements.

2.1.3.3 Water meters will be provided by Rockingham County.

2.1.4 Fire Hydrants: Comply with requirements of Rockingham County. Threads shall

comply with applicable fire department requirements.

2.2 Sanitary Sewer: 2.2.1 General: All products shall comply with Rockingham County Specifications. 2.2.2 Mains: Type PSM PVC SDR-35 2.2.3 Manholes: Precast concrete: Comply with requirements of Rockingham County.

2.2.4 Manhole Connections: Provide O rings, gaskets, etc. as required by

Rockingham County Sewer Specifications.

2.2.5 Laterals: Schedule 40 PVC

2.2.6 Lateral Connections: Comply with applicable codes and requirements of Rockingham County.

2.3 Other Materials: Provide all couplings, tees, adhesives, etc. as required for a complete and



PART THREE-EXECUTION 3.1 General:

3.1.1 Perform the work of this Section in accordance with the requirements of

Rockingham County, VDOT Standards and Specifications, and other applicable codes and standards.

3.1.2 Provide all valves, fittings, gaskets, adhesives, connectors, etc. as required for a

complete and proper installation.

3.1.3 Install Products in accordance with manufacturer’s instructions and recommendations and in accordance with good practice.

3.2 Trenching:

3.2.1 Perform all trenching in accordance with the requirements of Section 31 22 00

Earthwork and all applicable codes and regulations. 3.2.2 Depth: All trenches shall provide for a minimum 36” cover below finish grade or

as required by code or jobsite conditions, whichever is greater. Verify depth of existing storm drain and sanitary sewer inverts prior to commencing excavation.

3.2.3 Common Trenches: Comply with applicable code sections and Rockingham

County requirements.

3.3 Installation: 3.3.1 Install piping, fittings, and other structures in accordance with the drawings and

with inverts as shown or required for proper flow. 3.3.2 All underground piping shall be installed in accordance with the requirements of

all authorities having jurisdiction including, but not limited to, Rockingham County, Virginia Department of Transportation (VDOT), and the Commonwealth of Virginia Uniform Statewide Building Code (USBC).

3.3.3 Crossings: Wherever possible, water supply lines shall be installed above

sanitary sewer or storm drains. Where depth of storm drain or sanitary sewer necessitates running water lines underneath, the water line shall be sleeved within ten feet of said crossing with sch.40 PVC or otherwise compatible watertight material or in accordance with Rockingham County requirements, whichever is more stringent.

3.4 Testing:

3.4.1 Perform all testing as required by local authorities or as required by applicable

codes for the work of this Section. 3.4.2 Testing associated with the work of this Section shall be paid for by the

Contractor.
