2.WelcomeStAllSpecs0718.pdf

PROJECT MANUAL

FOR

USFS Cascade Lakes Welcome Station

Bend, Oregon

June 30, 2014

Final Submittal

ARCHITECTS

1160 SW Simpson, Suite 100 Bend, OR 97702

PROJECT

U. S. Forest Service Cascade Lakes Welcome Station

BUILDING OWNER

United States Forest Service Deschutes National Forest

ARCHITECT

BBT Architects, Inc.

1160 S.W. Simpson Ave., Suite 100 Bend, OR 97702 Phone: (541) 382-5535 Fax: (541) 389-8033 Project Manager: Kevin Shaver Email: kshaver@bbtarchitects.com

CIVIL ENGINEER

Hickman, Williams & Associates, Inc.

62930 O.B. Riley Road, Suite100 Bend, OR 97701 Phone: (541) 389-9351 Civil Engineer: Grant Hardgrave Email: granth@hwa-inc.org

LANDSCAPE ARCHITECT

Dappled Earth, LLC P.O. Box 97 Powell Butte, OR 97753 Phone: (541) 350-7436 Landscape Architect: Eileen Obermiller Email: eileen@dappledearth.com

STRUCTURAL ENGINEER

Walker Structural Engineering, LLC 2863 NW Crossing Drive, Suite 201 Bend, OR 97701 Phone: (541) 330-6869 Structural Engineer: Jonny Walker Email: jwalker@walkerse.com

MECHANICAL ENGINEER

MFIA, Inc. Consulting Engineers 2007 S.E. Ash St.

Portland, OR 97214 Phone: (503) 234-0548 Mechanical Engineer: Mark Denyer Email: mark.denyer@mfia-eng.com

ELECTRICAL ENGINEER

2007 S.E. Ash St.

Portland, OR 97214 Phone: (503) 234-0548 Electrical Engineer: Chris Winer Email: chris.winer@mfia-eng.com

LOW VOLTAGE ENGINEER

2007 S.E. Ash St.

Portland, OR 97214 Phone: (503) 234-0548 Mechanical Designer: Gary Adovnik Email: gary.adovnik@mfia-eng.com

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USFS CASCADE LAKES June 30, 2014 WELCOME STATION Page 1 of 5

UTABLE OF CONTENTS:

This Project Manual has been organized under the format of the Construction Specifications Institute (CSI). Section numbers are listed merely for identification, and they may not be consecutive. The Contractor shall check the contents of this Manual against the Table of Contents to assure that this volume is complete.

BOOK 1

DIVISION 0 – CONTRACT CONDITIONS

See Government Conditions

DIVISION 1 - GENERAL REQUIREMENTS

01 1000 Summary of the Work 01 1150 Design Build 01 2300 Optional / Alternate Bid Items 01 3210 Meetings 01 3300 Shop Drawings, Product Data, and Submittals 01 4000 Quality Control 01 4510 Safety 01 5000 Construction Facilities and Temporary Controls 01 6150 Delivery, Storage, and Handling 01 7300 Cleaning 01 7310 Cutting and Patching 01 7419 Materials Recycling and Waste Management 01 7823 Operation and Maintenance Data 01 7839 Record Documents 01 9000 Utility Location Requirements 01 9113 General Commissioning Requirements

DIVISION 2 – EXISTING CONDITIONS

None in Contract

DIVISION 3: CONCRETE

03 3000 Cast-in-Place Concrete 03 4500 Architectural Pre-Cast Concrete

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DIVISION 4: MASONRY

04 2000 Unit Masonry Assemblies 04 4313 Stone Masonry Veneer

DIVISION 5: METALS

05 5000 Metal Fabrications 05 5300 Gratings

DIVISION 6: WOOD, PLASTICS, AND COMPOSITES

06 1000 Rough Carpentry 06 1600 Sheathing 06 1800 Structural Glued-Laminated Timber 06 2013 Exterior Finish Carpentry 06 2023 Interior Finish Carpentry 06 4020 Interior Architectural Woodwork

DIVISION 7: THERMAL & MOISTURE PROTECTION

07 1900 Water Repellants 07 2100 Building Insulation 07 3113 Asphalt Shingles 07 6200 Sheet Metal Flashing and Trim 07 8413 Penetration Firestopping 07 9200 Joint Sealants

DIVISION 8: OPENINGS

08 1416 Flush Wood Doors 08 3113 Access Doors and Frames 08 3700 Wood Patio Doors 08 5210 Wood Windows 08 6200 Unit Skylights 08 7100 Door Hardware 08 8000 Glazing

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DIVISION 9: FINISHES

09 2900 Gypsum Board 09 5113 Acoustical Panel Ceilings 09 6400 Reclaimed Wood Flooring 09 6513 Resilient Wall Base and Accessories 09 6543 Linoleum Composition Flooring 09 6813 Carpet Tile 09 9000 Painting

DIVISION 10: SPECIALTIES

10 1400 Signage 10 2800 Toilet and Bath Accessories 10 4413 Fire Protection Cabinets 10 4416 Fire Extinguishers 10 7500 Flagpoles 10 7600 Concrete Vault Toilet

DIVISION 11: EQUIPMENT

11 3100 Residential Appliances

DIVISION 12: FURNISHINGS

12 2113 Horizontal Louver Blinds

DIVISION 13: SPECIAL CONSTRUCTION

None in contract

DIVISION 14: CONVEYING SYSTEMS

None in contract

DIVISION 21: FIRE SUPPRESSION

21 1300 Fire Protection

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DIVISION 22: PLUMBING

22 0500 Plumbing Materials and Methods 22 0700 Plumbing Insulation 22 1000 Plumbing Piping 22 1113 Facility Water Distribution 22 1313 Facility Sanitary Sewer 22 1353 Facility Septic Tanks 22 4000 Plumbing Fixtures

DIVISION 23: HEATING, VENTILATION, AND AIR CONDITIONING

23 0500 Common HVAC Materials and Methods 23 0590 Testing, Adjusting and Balancing 23 0700 HVAC Insulation 23 2300 Refrigerant Piping System 23 3000 Air Distribution 23 3400 HVAC Fans 23 7400 Packaged HVAC Units

DIVISION 26: ELECTRICAL

26 0010 General Technical Provisions 26 0050 Basic Methods & Materials 26 0225 EV Charge Station 26 0519 Electrical Power Conductors and Cables 26 0526 Grounding and Bonding for Electrical Systems 26 0529 Hangers and Supports for Electrical Systems 26 0533 Raceway and Boxes for Electrical Systems 26 0553 Identification for Electrical Systems 26 0923 Lighting Control Devices 26 0942 Low Voltage Lighting Control Panels – Stand Alone 26 2000 Service Entrance 26 2416 Panelboards 26 2726 Wiring Devices 26 2800 Circuit Protective Devices 26 4313 Transient Voltage Suppression 26 5000 Lighting

DIVISION 27: COMMUNICATIONS

27 0000 Telecommunications Wiring Systems 27 0001 Wall Mount Equipment Rack & UPS

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DIVISION 28: ELECTRONIC SAFETY AND SECURITY

28 0100 Intrusion Detection System 28 1300 Access Control System 28 3100 Fire Alarm and Detection Systems

DIVISION 31: EARTHWORK

31 1000 Site Clearing 31 2000 Earth Moving 31 3116 Termite Control

DIVISION 32: EXTERIOR IMPROVEMENTS

32 1216 Asphalt Paving 32 1313 Concrete Paving 32 1413 Concrete Unit Pavers 32 8400 Irrigation 32 9300 Exterior Plants 32 9400 Boulders

DIVISION 33: UTILITIES

33 2100 Water Supply Wells

SCHEDULES

Exterior Finish and Color Schedule Interior Finish and Color Schedule

END OF TABLE

SECTION 01 1000 01 1000-1

SUMMARY OF THE WORK

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PART 1 – GENERAL

1.01 REQUIREMENTS INCLUDED

A. General Requirements.

B. Work Covered by Contract Documents.

C. Contractor Use of Premises.

D. Related Work by Government.

E. Government Furnished Products.

F. Contractor Designed Elements.

1.02 WORK COVERED BY CONTRACT DOCUMENTS

A. General:

1. The Work shall provide all supplies, tools, equipment, scaffolding, transportation, utilities, service, superint endence, labor, and the furnishing of all materials, items, and accessories needed for the construction of the USFS Cascade Lakes Welcome Station.

2. The intent of the Contra ct Documents is that a singl e Contractor completes the project including the furnishing of all supervision, material, labor and equipment to provide complete and operative systems.

3. All on-site work, including demolition, in stallation and final cleaning is required to be completed during the client approved scheduled hours. Contractor is to coordinate work to accommodate the continuous operation of the adjacent st reets, utilities, and building services without interruption or hindrance.

B. Descript ion:

Project includes the construction of an approximately 2,100 s.f. Welcome Station for the U.S.

Forest Service located just west of Bend, Oregon on the Cascade Lakes Scenic Byway. The project consists of new parking facilities, exterior pre-cast concrete vault public toilet facilities, interpretive signage and a water station. T he structure is wood framed with exposed glu-laminated trusses, cedar siding, asphalt com position roofing and aluminum clad wood doors and windows.

1.03 CONTRACTOR'S USE OF PREMISES

A. The Contractor's work limits are to be coordinated with the Government.

B. Contractor shall limit his use of premise for Work and for storage to allow for:

1. Public safety at Construction boundary.

2. Full responsibility for protection and safekeeping of products under this Contract stored at Site.

3. Obtaining and paying for use of additional storage or work areas needed for operations.

4. Conformance to fire/life/safety requirements and fire equipment access.

5. Worker vehicle parking on-site.

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6. Storage of all materials required for the project on-site.

C. Construction Operations:

1. Do not unreasonably encumber Site and Structure with materials or equipment.

2. Do not load structure with weight that will endanger structure.

3. Contractor shall direct all construc tion vehicle and delivery traffic along an access route within the construction site boundary that will not cause damage to vegetation to remain.

1.04 EXCESSIVE NOISE

A. Minimize noise during working hours. Notify Government at least 24 hours prior to any necessary excessive noise. Comply with Government's instructions.

1.05 GOVERNMENTS SALVAGED MATERIALS

A. Contractor is to dispose off-site all materials and equipment not selected by the Government for salvage, in a manner approved and authorized by all State, County, City and all other Governing Agencies.

1.06 RELATED WORK BY GOVERNMENT OR OTHERS

A. NIC & GFGI Items: If applicable, items des ignated on the Drawings and/or described in the

Project Manual as "NIC" (Not in Contra ct) or "GFGI" (Government Furnished and Government Installed) are not included in the Contract.

B. Contractor's Responsibilities:

1. Designate delivery date for each portion of the Work in the Progress Schedule.

2. Storage of products if requested.

3. Coordinate installation with the Progress Schedule.

4. Provide all preparatory work necessary for proper installation including blocking and backing and finish work including caulking, grouting, furring, preparation of subfloors for finish flooring materials, and painting adjacent surfaces as required for NIC or GFGI equipment.

1.07 GOVERNMENT-FURNISHED PRODUCTS

A. GFCI Items: If applicable, items designated on project Drawings and/or described as "GFCI" (Government Furnished and Contractor installed).

B. Government's Responsibilities for GFCI Equipment:

1. Arrange for delivery of shop drawi ngs, product data, samples, manufacturer's instructions, and certificates to Contractor.

2. Arrange and pay for delivery to site in accordance with Progress Schedule.

3. Inspect deliveries jointly with Contractor.

4. Submit claims for transportation damage.

5. Arrange for replacement of damaged, defective, or missing items.

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6. Arrange for manufacturers' field serv ices; arrange for and deliver manufacturers' warranties and bonds to Contractor.

C. Contractor's Responsibilities:

1. Designate submittals and delivery date for each product in Progress Schedule.

2. Review shop drawings, product data, sa mples, and other submittals. Submit to

Contracting Officer with notification of any observed discrepancies or problems anticipated due to non-conformance with Contract Documents.

3. Receive and unload products at site.

4. Inspect deliveries jointly with Government, record shortages and damaged or defective items.

5. Handle products at site, including uncrating and storage.

6. Protect products from damage and from exposure to elements.

7. Coordinate, provide and install appropriate backing for connections.

8. Assemble, install, connect, adjust, and fi nish products as stipulated in respective specification sections.

9. Provide installation inspections required by public authorities.

10. Clean, repair, or replace items damaged by Contractor.

11. Remove and dispose of crating and packing materials for Government-furnished materials and equipment delivered to the site.

1.08 CONTRACTOR DESIGNED ELEMENTS

A. Where work of this Contract requires bidder design, comply with following requirements:

1. Submit Shop Drawings and Calculations to Contracting Officer for review.

2. Submit Shop Drawings and Calculations to City or County for approval and permits.

3. All Shop Drawings and Calculations shall be stamped by Registered Architect or

Engineer licensed in State of Oregon.

1.09 EXISTING UTILITIES

A. Utilities of record are shown on the Drawings insofar as possible to do so. These, however, are shown for convenience only and the Contracting Officer assumes no responsibility for improper locations or failure to show utility location on the Drawings. The Contractor is responsible for determining the location of all ex isting utilities (whether shown or not) prior to commencing work. At Contractor's expense, immediately repair and restore operation of any utilities (that have been located) damaged during construction; c onform to utility company's repair requirements.

1.10 OBJECTIONS TO APPLICATION OF PRODUCTS

A. All Contractors submitting a bid for this Pr oject shall thoroughly familiarize themselves with specified products and installation procedures and submit to the Contracting Officer any objections (in writing) no later than seven (7) days prior to Bid Date. Submittal of Bid constitutes acceptance of products and procedures specified.

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1.11 MISCELLANEOUS

A. Work includes, but is not limited to:

1. Marking a clear construction boundary and ensuring public safety is addressed around the boundary, in particular the user trail on the east and the highway on the south.

2. Not encumbering site access with materials or equipment.

3. Obtaining and paying for use of additional storage or work areas needed for operations.

4. Contractor is responsible for controlli ng dust, sedimentation, and erosion on site.

Wind born dust is to be controlled by c ontinuous watering of disturbed ground.

Erosion and sedimentation control are to be provided in compliance with Deschutes County ordinances and Department of En vironmental Quality regulations.

Sedimentation is not allowed to leave the site. Standing water is not to be allowed in such a capacity to hinder construction operations or emergency vehicle access and operations.

PART 2 – PRODUCTS

Not Used.

PART 3 – EXECUTION

END OF SECTION

SECTION 01 1150 01 1150-1

DESIGN-BUILD REQUIREMENTS

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PART 1 - GENERAL

1.01 GENERAL REQUIREMENTS

A. Certain Work Components of this Project have not been designed or detailed by the

Contracting Officer or the Contracting Officer’s Consultants, and the Components must be designed, engineered, and built by the Contractor.

B. Design-Build Components are defined as either or both of the following:

1. Complete and operational Systems that perform their intended use.

2. Structural Elements which will be subject to Lateral or Vertical Loads.

C. The Contractor shall coordinate and assume (or assign to Subcontractor) complete responsibility for design, engineering, submittals, fabrication, transportation, and installation of this Work.

D. Prior to starting Work, the Contractor shall submit all Design-Build documents to the governing Building Department for review and approval. Each Design-Build item may require a separate Permit and Fee, which shall be paid by the Contractor when so required.

1.02 DESIGN-BUILD COMPONENTS OF THE WORK

A. The following items will be required to have design-build components. This list is not necessarily complete, it is the responsibility of all contractors’ to review each Section of the Documents.

1. Fire Protection Systems.

2. Access Control System.

3. PA System.

4. Intrusion Detection System.

5. Fire Alarm System.

6. Water System Controls System.

7. Irrigation System.

1.03 SUBMITTALS

A. Comply with Building Department requirements.

B. Include design criteria, design assumptions, structural calculations, fabrication and construction details, required clearances, and interface requirements.

C. Affix Design Professional's seal of Oregon State License on all Submittals.

1.04 GOVERNMENT'S RESPONSIBILITIES

A. The Government will not pay for progress delays, additional Work, additional products, restocking, or reworking required by Contractor's failure to coordinate Design-Build Work with other Project Work.

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OPTIONAL/ALTERNATES AND UNIT PRICES

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1.01 OPTIONAL/ALTERNATIVE BID ITEMS

A. Alternates are described throughout the Drawings. Procedures for recording and noting optional/alternate bid items are indicated on the Schedule of Items. Contractor shall note description of optional/alternate bid items and provide an individual separate price, which includes all costs necessary to add or deduct the cost of said bid item from the Base Bid price.

B. The Government reserves the right to accept any alternate bid items.

C. In preparing the price for each optional/alternate bid item, the Contractor shall include all costs necessary to provide and install complete and in operating order in accordance with Contract Documents, and as indicated in the General Requirements and General Conditions, all component parts necessary to add or deduct each alternate bid item individually.

D. Bidding Requirements:

1. Refer to the Schedule of Items to list all appropriate costs attributed to the alternates described in this section.

2. The alternate bid items are described in the Contract Documents. It is the responsibility of the bidding Contractor to realize that described or inferred adjustments may be necessary due to the acceptance or rejection of alternate bid items. All alternate bids are to be complete bids.

3. Additive alternates are all inclusive of the additional work described.

4. Deductive alternates include all work necessary to provide and install materials necessary to finish the affected system or area.

E. Following are descriptions of the optional/alternate bid items. The Contractor shall note on the Schedule of Items clearly whether each individual item is additive or deductive in the space provided.

1.02 DESCRIPTION OF ALTERNATES

Optional/Alternate Bid No.1: Paving of the Day-Use and RV parking area. Provide 3-inches of asphalt pavement over 6-inches compacted gravel base in lieu of only compacted gravel. Provide parking lot stripping per detail 4/C5.6 and the contract specifications.

Optional/Alternate Bid No.2: Paving of the Employee parking and Access road. Provide 2-inches of asphalt pavement over 6-inches of compacted gravel base in lieu of only compacted gravel. Provide parking lot stripping per detail 4/C5.6 and the contract specifications.

Optional/Alternate Bid No. 3: Landscaping and Irrigation. Provide plants and materials as outlined in the “L” drawing sheets and contract specifications. Provide site irrigation as outlined in the “W” drawing sheets and contract specifications. Boulders and boulder placement and the Wildlife tracks mentioned in the “L” drawing sheets are part of the base bid.

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OPTIONAL/ALTERNATES AND UNIT PRICES

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1.03 DESCRIPTION OF UNIT PRICES

PART 2 - PRODUCTS

PART 3 - EXECUTION

SECTION 01 3210 01 3210-1

MEETINGS

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1.01 DESCRIPTION

A. Work included:

1. In general, project meetings will be held as directed by the Contracting Officer at the Supervisor’s Office, or in a mutually agreed upon location, in accordance with a mutually acceptable schedule. The Government in conjunction with the Contracting Officer will conduct project meetings throughout the construction period.

2. The purpose of the project meetings is to enable orderly review of progress during construction and to provide for systematic discussion and analysis of problems that might arise between the Government, Contracting Officer and/or Contractor relative to execution of the Work.

1.02 AUTHORITY DESIGNATION

A. Persons designated by the Contractor to attend and participate in project meetings shall have all required authority to commit the Contractor to solutions as agreed upon in the project meetings.

A. Agenda Items: To the maximum extent possible, advise the Government at least twenty-four (24) hours in advance of the project meeting regarding all agenda items to be discussed.

1.04 AGENDA

A. Pre-construction Meeting

1. The Government in conjunction with the Contracting Officer will conduct this meeting within ten (10) days after date of Notice to Proceed with Work at the Project Site.

2. Location: Deschutes National Forest Supervisor’s Office, Bend, Oregon.

3. Attendance:

a. Government and their representatives

b. Contractor's Project Manager and Superintendent

c. Major Subcontractors

d. Major Suppliers, as appropriate

e. Others, as appropriate

4. Suggested Agenda:

a. Contracting regulations.

b. Contract Drawings and Specifications.

c. Distribution (by Contractor) and discussion of:

1) List of major Subcontractors and Suppliers

2) (Draft) Construction Network

d. Critical Work sequencing

e. Major Equipment deliveries and priorities

f. Project Coordination

g. Designation of responsible personnel

h. Procedures and processing of:

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1) Field decisions

2) Proposal requests

3) Submittals

4) Change Orders

5) Applications for Payment

6) Schedules and Reports

g. Adequacy of Contract Documents distribution

h. Procedures for maintaining Record Documents

i. Use of premises:

1) Office, work, and storage areas

2) Government's requirements

j. Construction facilities, controls, and construction aids

k. Temporary utilities

l. Safety and first-aid procedures

m. Security procedures

n. Housekeeping procedures

B. Project Meetings

1. The Contractor, in conjunction with the Contracting Officer, will conduct meetings as appropriate at the Project Site, during the course of the installation, in the job trailer required under Division 01 5000, to coordinate the Work, answer questions, and resolve problems.

2. Suggested Meeting Agenda:

a. Attendees:

List of attendees and company they represent.

b. Minutes Review:

Corrections, additions and/or deletions to previous minutes

c. Outstanding Action Items:

Review of items not resolved from previous meeting

d. Technical Concerns:

Discussion of technical aspects of the project including problems to be resolved under the following categories:

Civil/Landscape Architectural Mechanical Electrical Technology/Data

e. As-Built Review:

Confirm results of the as-built review.

f. Shop Drawings:

Confirm results of shop drawing review; list those not submitted by

Contractor that are due and shop drawings not returned by Contracting Officers or Engineers.

g. RFI's:

Confirm approved and outstanding RFI's.

h. RFP's:

Confirm approved and outstanding RFP's.

i. Schedule Review:

Confirm status of work, areas of concern and general status of work as of the meeting date.

j. Projection of Work:

Discussion of anticipated concentration of work for the next period.

k. Procurement:

Verify and update status of procurement activities.

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l. Other Concerns:

Any other items to be discussed

m. Review of all Action Items:

Each action item will be consolidated with item, action person responsible and date to be resolved.

n. Summary:

Confirmation of next meeting date, location and time, plus those requested to be in attendance.

3. All items to be discussed shall be brought up at the time the appropriate agenda item is discussed. All attendees shall familiarize themselves with the agenda and be prepared in advance with their items for discussion.

C. Special Meetings: The Government may call special meetings at the project site or at other locations to coordinate the work, answer questions, and resolve problems.

1.05 PRE-INSTALLATION CONFERENCES

A. When required in individual Specification Sections and/or as requested, convene pre-installation conference at work Site prior to commencing work of Section.

B. Require attendance of parties directly affecting, or affected by, work of specific Section.

C. Notify Contracting Officer four days in advance of meeting date.

D. Prepare agenda, preside at conference, record minutes, and distribute copies within two days after conference to participants, with two copies to Contracting Officer.

E. Review conditions of installation, preparation and installation procedures, and coordination with related work.

1.06 MINUTES

A. The Contractor will compile minutes of each project meeting and will distribute copies to all interested parties within four (4) days after the meeting. Items in the minutes shall be numbered consecutively and grouped under divisions and sections. Each item shall be carried forward until resolved.

B. The minutes compiled by the Contractor will be the official record minutes and all clarifications and/or corrections shall be transmitted in writing to the Contractor within fourteen (14) days of date of receipt of the minutes or unless noted during the next schedule meeting under the appropriate agenda item.

Transmitted corrections shall be legibly submitted on company letterhead.

C. At least one (1) bound volume of all minutes shall be maintained by the Contractor in the job office until project completion.

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SECTION 01 3300 01 3300-1

SHOP DRAWINGS, PRODUCT DATA, AND SUBMITTALS

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1.01 DESCRIPTION

A. Submit to the Contracting Officer shop drawings, product data and samples required by

Specifications Sections or as specifically requested by Government or Contracting Officer.

B. The Contractor shall prepare and submit wi th the Construction Schedule, an incorporated schedule listing dates for submission and approval times allowed for all required shop drawings, product data and samples, tied into Construction Schedule with appropriate logic.

C. The Contractor shall establish and maintain an electronic file transfer system, such as ftp or cloud vault, for contractor file transfer. Contracting Officer shall approve the proposed file transfer system.

1.02 SHOP DRAWINGS

A. Original drawings, prepared by Contractor, subcontractor, manufacturer, supplier or distributor, which illustrate some portion of the Work showing fabrication, layout, setting or erection details.

B. Shop drawings shall be prepared for this parti cular project. Drawings prepared specifically for other projects and revised for this project will be rejected.

C. When necessary, base shop and setting drawings upon actual measurements taken at site and other job conditions. Show any variations and revisions to Contract Documents that are necessary for proper installation of work. Fabrication or installation of work shall not be started until shop or setting drawings have been checked and returned with "furnish as submitted" or "furnish as corrected" indicated by Contracting Officer.

D. Identify details by reference to sheet and detail numbers shown on Contract Drawings.

E. Submit shop drawings, required by Contract Documents for execution of the Work, to the

Contracting Officer no later than 15 days prior to contemplated or actual need in shop or at site, and earlier where more time may be r equired for review and/or procurement by Contractor.

F. Provide shop drawings with cross-refe rence to drawing and detail numbers on Contract

Drawings to facilitate review.

G. Provide shop drawings which demonstrate to Contracting Officer that:

1. Contractor understands design concept of certain portions of Work.

2. Equipment and material to be provided meet design and technical requirements of

Contract Documents.

3. Methods of fabrication and installation.

H. After review, reproduce and distribute to C ontracting Officer and maintain copies for

Record Documents described in Section 01 7839.

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I. Shop Drawings shall be submitted in both electronic pdf and AutoCAD .dwg formats.

Original manufacturer’s pdfs are to be mark ed with arrows indicating equipment to be furnished and specification section numbers are to be listed on each page.

1.03 PRODUCT DATA

A. Manufacturer's standard schematic drawings:

1. Modify drawings to delete information, which is not applicable to project.

2. Supplement standard information to provide additional information applicable to project.

B. Manufacturer's catalog sheets, brochures , diagrams, schedules, performance chart, illustrations and other standard descriptive data.

1. Clearly mark each copy and identify pertinent materials, products or models.

2. Show dimensions and clearances required.

3. Show performance characteristics and capacities.

4. Show wiring diagrams and controls.

C. Submit product data required by Contract Documents for execution of the Work, to the

Contracting Officer no later than 15 days prior to contemplated or actual need in shop or at site, and earlier where more time may be required for review.

D. Provide product data with cross-reference to Specifications Section of Project Manual to facilitate review.

E. Submit number of copies which Contractor requires, plus two copies which will be retained by Contracting Officer.

F. After review, distribute to the Contracting Officer and provide copies for Record Documents described in Section 01 7839 - Record Documents.

G. Product data and cut sheets shall be submitted in electronic pdf format.

1.04 SAMPLES

A. Physical examples to illustrate materials, equipment or workmanship and to establish standards by which completed work is judged.

B. Office Samples: Of sufficient size and quantity to clearly illustrate:

1. Functional characteristics of product or material, with integrally related parts and attachment devices.

2. Full range of color samples.

3. After review, samples may be used in construction of Project.

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

5. Submit samples in ample time for review or selection, as applicable, so as to not delay Work.

6. Take into account delivery time of all manufactured items when submitting samples.

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C. Submit samples of size and quantity specified, or, if not spec ified, of sufficient size and quantity to illustrate functional and aesthetic char acteristics of Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

D. Submit samples of finishes from full range of manufacturers' standard colors, or in specified custom colors, textures, and patterns, for Contracting Officer's selection.

E. Field Samples:

1. Construct each sample complete, incl uding work of all trades required in finished Work.

2. After acceptance, where appropria te and upon Contracting Officer's written approval, field samples may be incorporated into Project.

3. When directed, remove field samples not incorporated into Project from site.

1.05 MANUFACTURER'S INSTRUCTIONS

A. When specified in individual specificati on Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data.

B. Identify conflicts between manufacturers' instructions and Contract Documents.

1.06 MANUFACTURER'S CERTIFICATES

A. When specified in individual specification Se ctions, submit manufacturers' certificate to

Contracting Officer for review, in quantities specified for Product Data.

B. Indicate material or product conforms to or exceeds specified r equirements. Submit supporting reference date, affidavits, and certifications as appropriate.

C. Certificates may be recent or previous te st results on material or Product, but must be acceptable to Contracting Officer.

1.07 REQUIRED SUBMITTAL QUANTITIES TO CONTRACTING OFFICER AND GOVERNMENT

A. Construction Schedule – Provide electronic pdf copies and bond copies on paper no larger than 11x17 inches. Provide two copies each to the Contracting Officer. Construction Schedule shall be updated and submitted with each Application for Payment.

B. Shop Drawings – Provide bond copies on paper no larger than 11x17 inches, unless specific section for scope of work requires fu ll size documents. Submit to Contracting Officer the number of copies required by the contractor plus two additional copies for the Contracting Officer – unless additional copies are requested by the Contracting Officer.

C. Product Data – Provide original catalog data or bond copies on paper no larger than 8 ½ x

11. Submit to Contracting Officer the number of copies required by the contractor plus two additional copies for the Contracting Office r – unless additional copies are requested by the Contracting Officer.

D. Office Samples – See specific section covering product or material.

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E. Field Samples – See section covering specific system.

1.08 CONTRACTOR RESPONSIBILITIES

A. Contractor shall review and verify s hop drawings, product data and samples prior to submission to Contracting Officer. Submi ttals will be returned unopened if Contractor has not reviewed and stamped.

B. Verify:

1. Field measurements.

2. Field Construction criteria.

3. Catalog numbers and similar data.

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

D. Contractor's responsibility for errors and omissions in submittals is not relieved by

Contracting Officer's review.

E. Contractor's responsibility for deviations in submittals from requirements of Contract

Documents is not relieved by Contracting Officer's review of submittals.

F. Notify the Government and Contracting Offi cer, in writing at time of submission, of deviations in submittals from requirements of Contract Documents.

G. Begin no work which requires submittals until re turn of submittals with Contracting Officer's stamp and initials or signature indicating review.

H. After Contracting Officer's review, distribute copies.

1.09 SUBMITTAL REQUIREMENTS

A. Make all submittals far enough in advance of scheduled dates for installation to provide all required time for review, for securing nec essary approvals, for possible revision and resubmittals and for placing orders and securing delivery. Submission of all shop drawings shall be through the Contractor.

B. Submit number of samples specified in each specification section.

C. Unless otherwise specifically permitted by the Contracting Offi cer, make all submittals in groups containing all associated items. Partial submittals will be rejected.

D. Accompany submittals with transmittal letter, in duplicate, containing:

1. Date

2. Project title and number

3. Contractor's name and address

4. The number of each shop drawing, product data and sample submitted.

5. Notification of deviations from Contract Documents.

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E. Submittals shall include a separate cover sheet attached to each copy containing the following information:

1. Date and revision dates

2. Project title and number

3. The name of:

a. Contracting Officer

b. Contractor

c. Subcontractor

d. Supplier

e. Manufacturer

f. Separate detailer when pertinent

4. Identification of product or material

5. Relation to adjacent structure or materials

6. Field dimensions, clearly identified as such

7. Specifications section number

8. Applicable standards, such as ASTM number or Federal Specification

9. A blank space, for Contracting Officer review stamp

10. Identification of deviations form Contract Documents

11. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with Contract Documents.

1.10 RESUBMITTAL REQUIREMENTS

A. Shop Drawings:

1. Revise initial drawings as required and resubmit as specified for initial submittal.

2. Indicate on drawings any c hanges which have been made other than those requested by Contracting Officer.

3. Product data and samples: Submit new data and samples as required for initial submittal.

B. Resubmittals shall be submitted to the Contracting Officer no later than 15 days prior to Contemplated or actual need in the shop or at the site.

1.11 CONTRACTING OFFICER'S DUTIES

A. Review submittals with reasonable prom ptness as mutually agreeable among the various parties.

B. Review for:

1. Design concept of project.

2. Information given in Contract Documents.

C. Review of separate item does not constitute review of an assembly in which item functions.

D. Affix stamp and initials or signatures certifying the review of submittal.

E. Return submittals to Contractor for distribution.

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F. The Contracting Officer or Government may immediately reject any item without further review if it is not:

1. Accompanied by a transmittal letter containing the required information.

2. Submitted as a reproducible.

3. Stamped "approved" by the Contractor.

G. The review will be for conformance to the design concept and compliance with information given in the Contract Document s. The Contracting Officer w ill make notations directly on the reproducible.

H. The review is intended to foresee unacc eptable products and to avoid the possibility of their rejection at the site. The review shall not be construed as:

1. Permitting a departure from the Contract Documents, unless specifically so noted.

2. Relieving the Contractor of the responsibility for errors or omissions.

3. Acceptance of an assembly in which an approved item is a part.

4. Approval of variations from previously approved items.

5. Approval of dimensions.

I. The Contracting Officer will review all sa mples. Such review will be for appearance only.

Compliance with all other requirements is the responsibility of the Contractor.

J. Where the Contract Docum ents require the design of struct ural, mechanical or electrical systems or components of systems by a supplier, or where a Contractor initiates a change in the design of a system or component thereof, such systems or components shall be designed by a registered professional engineer and all calculations submitted to the Contracting Officer for his records, prior to st arting fabrication or installation of the Work.

The Contracting Officer will not be responsible for the designs of such other professional engineers.

1.12 VARIATIONS FROM CONTRACT DOCUMENTS

A. If the Contractor fails to mention variations from the Contract Documents, he will not be relieved of the responsibility for executing t he Work in accordance with the Contract Documents.

B. When a variation from the Contract Docum ents is permitted and such variation involves corresponding adjustment in an adjacent or re lated item, the responsibility for making and paying all costs for such adjustment rests wi th the Contractor requesting the original variation.

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Material & Shop Drawing Submittals

The requirements for the submittal of Construction Materials and Shop Drawings is described in the Project Manual under Section 01 3300 – Shop Drawings, Product Data & Submittals, as well as specific requirements in each section. The schedule for the Material and Shop Drawing Submittal is determined by the General Contractor and is based on the project construction schedule, material procurement time and when a material or product is required to be on site. The following items require Material and/or Shop Drawing submittal to the Architect and Engineer for review and approval:

Section 03 3000 – Cast-in-Place Concrete Section 03 4500 – Pre-Cast Architectural Concrete Section 04 2000 – Unit Masonry Assemblies Section 04 4313 – Stone Masonry Veneer Section 05 5000 – Metal Fabrications Section 05 5300 – Gratings Section 06 1000 – Rough Carpentry Section 06 1600 – Sheathing Section 06 1800 – Glued-Laminated Construction Section 06 2013 – Exterior Finish Carpentry Section 06 2023 – Interior Finish Carpentry Section 06 4020 – Interior Architectural Woodwork Section 07 1900 – Water Repellants Section 07 2100 – Building Insulation Section 07 3113 – Asphalt Shingles Section 07 6200 – Sheet Metal Flashings & Trim Section 07 9200 – Joint Sealants Section 08 1416 – Flush Wood Doors Section 08 3113 – Access Doors & Frames Section 08 5210 – Wood Windows Section 08 6200 – Unit Skylights Section 08 7100 – Door Hardware Section 08 8000 – Glazing Section 09 2900 – Gypsum Board Section 09 5113 – Acoustical Panel Ceilings Section 09 6400 – Reclaimed Wood Flooring Section 09 6513 – Resilient Wall Base & Accessories Section 09 6543 – Linoleum Composition Flooring Section 09 6813 – Carpet Tile Section 09 9000 – Painting Section 10 1400 – Signage Section 10 2800 – Toilet & Bath Accessories Section 10 4413 – Fire Extinguisher Cabinets Section 10 4416 – Fire Extinguishers Section 10 7500 – Flagpoles

SECTION 01 3300

SHOP DRAWINGS, PRODUCT DATA, AND SUBMITTALS

01 3300

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July 17, 2014

Section 10 7600 – Concrete Vault Toilet Section 11 3100 – Residential Appliances Section 12 2113 – Horizontal Louver Blinds Section 21 1300 – Fire Suppression Sprinkler System Section 22 0500 – Common Plumbing Materials & Methods Section 22 0700 – Plumbing Insulation Section 22 1000 – Plumbing Piping & Pumps Section 22 1113 – Facility Water Distribution Piping Section 22 1313 – Facility Sanitary Sewer Section 22 1353 – Facility Septic Tanks Section 22 4000 – Plumbing Fixtures Section 23 0500 – Common HVAC Materials & Methods Section 23 0590 – Testing, Adjusting & Balancing Section 23 0700 – HVAC Insulation Section 23 2300 – Refrigerant Piping System Section 23 3000 – Air Distribution Section 23 3400 – HVAC Fans Section 23 7400 – Packaged HVAC Units Section 26 0010 – General Technical Provisions Section 26 0050 – Basic Materials & Methods Section 26 0225 – Electric Vehicle Charging Station Section 26 0519 – Electrical Power Conductors & Cables Section 26 0526 – Grounding & Bonding for Electrical Systems Section 26 0529 – Hangers & Supports for Electrical Systems Section 26 0533 – Raceway & Boxes for Electrical Systems Section 26 0553 – Identification for Electrical Systems Section 26 0923 – Lighting Control Devices Section 26 0942 – Low Voltage Lighting Control Panels Section 26 2000 – Service Entrance Section 26 2416 – Panel Boards Section 26 2726 – Wiring Devices Section 26 2800 – Circuit Protective Devices Section 26 4313 – Surge Protective Devices Section 26 5000 – Lighting Section 27 0000 – Telecommunications Wiring Systems Section 27 0001 – Wall Mount Equipment Rack & UPS Section 28 0100 – Intrusion Detection System Section 28 1300 – Access Control System Section 28 3100 – Fire Alarm & Detection System Section 31 2000 – Earth Moving Section 31 3116 – Termite Control Section 32 1216 – Asphalt Paving Section 32 1313 – Concrete Paving Section 32 8400 – Planting Irrigation Section 32 9050 – Contract Growing Section 32 9300 – Planting

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Section 32 9400 – Boulders Section 33 2100 – Water Supply Wells

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01 3300

SECTION 01 4000 01 4000-1

QUALITY CONTROL

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1.01 SUMMARY

A. Section Includes:

1. Quality assurance and control of installation.

2. References.

3. Field samples.

4. Mock-up.

5. Inspection and testing laboratory services.

6. Contractor's inspection and testing responsibilities.

7. Testing laboratory responsibility.

8. Government's responsibility.

9. Manufacturers' field services and reports.

B. Related Sections:

1. Section 01 3300 – Shop Drawings, Product Data and Submittals.

2. Section 01 6150 - Delivery, Storage and Handling.

1.02 QUALITY ASSURANCE / CONTROL OF INSTALLATION

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

B. Comply fully with manufacturer’s instructions, including each step in sequence.

C. Should manufacturer’s instructions conflict with Contract Documents, request clarification from

Contracting Officer before proceeding.

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

E. Perform work by persons qualified to produce workmanship of specified quality.

F. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement.

1.03 REFERENCES

A. Conform to reference standard by date of issue current on date of Contract Documents.

B. Obtain copies of standards when required by Contract Documents.

C. Should specified reference standards conflict with Contract Documents, request clarification for

Contracting Officer before proceeding.

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D. Contractual relationship of parties to Contract shall not be altered from Contract Documents by mention or inference otherwise in any reference document.

E. All references to name brand items are for reference only and are not mandatory. “Or equal” items will be considered for any name brand item in the technical evaluation process.

1.04 FIELD SAMPLES

A. Install field samples at site as required by individual specifications Sections for review.

B. Acceptable samples represent acceptable quality level for Work.

C. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Contracting Officer.

1.05 MOCK-UP

A. Tests will be performed under provisions identified in this section and individual product sections.

B. Assemble and erect specified items, with specified attachment and anchorage devices, flashings, seals, and finishes.

C. Where mock-up is specified in individual Sections to be removed, clear area after mock-up has been accepted by Contracting Officer unless directed otherwise.

1.06 INSPECTION AND TESTING LABORATORY SERVICES

A. General Contractor will appoint, employ, and pay for services of independent firm to perform all inspections and testing required by the Building Code, Government and all testing required for products, product installation or product performance outlined in individual Specification Sections.

1.07 CONTRACTOR'S INSPECTION AND TESTING RESPONSIBILITIES

A. Cooperate with independent firm:

1. Furnish samples of materials, design mix, equipment, tools, storage and assistance as requested.

2. Provide access to work and manufacturer's operations.

3. Notify Contracting Officer and independent firm 24 hours prior to expected time for operations requiring services.

4. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use.

5. Furnish copies of mill test reports.

6. Furnish casual labor and facilities.

a. To provide access to work to be tested.

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b. To obtain and handle samples at site.

c. To facilitate inspections and tests.

d. For laboratory's exclusive use for storage and curing of test samples.

7. Arrange with laboratory and pay for additional samples and tests required for

Contractor's convenience.

B. Re-testing:

1. Re-testing required because of non-conformance to specified requirements shall be performed by same independent firm on instructions by Contracting Officer.

2. Should initial tests indicate non-compliance with Contract Documents, costs for subsequent re-testing occasioned by non-compliance, and all other related costs, including additional Contracting Officer's services made necessary by such failure will be charged to Contractor by deducting such costs from Contract Sum/Price.

C. Notification: Contractor shall notify Testing Lab, Government and Contracting Officer a minimum of 24 hours in advance of any operations scheduled for inspection and/or testing specified herein, to allow for laboratory assignment of personnel and scheduling of test. Work requiring inspections and testing by testing laboratory will not be performed without their qualified technician on the job site. If, after giving notice to the testing lab, the work requiring inspection and/or testing is not performed and the testing lab must make a second trip to the job site, the Contractor shall reimburse the Testing Laboratory for technician’s time and travel expense. Where tests are required prior to Contractor starting work, Contractor shall arrange for testing far enough in advance so as not to delay the project or cause inconvenience to the testing lab.

D. Contractor's Responsibility: The Government reserves the right to contract with an independent

Testing Laboratory to conduct its own testing. The testing laboratory service provided by the Government shall not relieve the Contractor of his responsibility for compliance with the requirements of the Contract Documents. Testing laboratory services are provided for the sole and exclusive benefit of the Government in monitoring the quality and performance of the Contractor's work. Results of tests made by the Government's testing laboratory will be made available to the Contractor and shall be a basis for rejection of non-conforming or defective work. Additional tests/inspections required by the Government shall not be the basis for any claim by the Contractor for additional compensation.

1.08 TESTING LABORATORY RESPONSIBILITY

A. General: Testing laboratory shall inspect, test and document work performed on this project as described hereinbefore.

B. Test Reports: Promptly furnish test reports of materials and work tested to the Government, Contracting Officer, Contractor, and Building Department. Test reports shall include the name of the project, General Contractor, applicable Subcontractor, and Testing Laboratory, the locations, dates, and time samples were taken and tested, type of test, identification of sample, location in which the work sample was taken, record of weather conditions, evaluation of test results, conformance or non-conformance of test results with Contract Documents, name and signature of technician taking sample and performing tests, and any other information required by Contracting Officer.

C. Inspection Reports: Furnish inspection reports for each site visit documenting activities, observations, and inspections of work; include observations on weather conditions, time and

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WELCOME STATION Page 4 of 5 date, conditions and/or status of the work being inspected, actions taken, and recommendations or evaluation of the work. In addition to written reports, immediately notify Contracting Officer and Contractor of any portions of the work found to be in nonconformance with the Contract Documents.

D. Codes: Conform to the requirements of the International Building Code (latest edition), all applicable sections and the International Building Code…