Attachment A Technical Specifications~22.pdf

Oregon Parks and Recreation

Department

TECHNICAL SPECIFICATIONS

For

Sitka Sedge State Natural Area Residence Renovation

Project Number: 037451 Contract Number: #10667-2

Date: July, 2024

Prepared by:

Oregon Parks and Recreation Department Engineering Section

725 Summer Street NE, Suite C Salem, Oregon 97301

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SITKA SEDGE STATE NATURAL AREA

RESIDENCE RENOVATION

i Table of Contents

TABLE OF CONTENTS

PAGE

SECTION 01010 – SUMMARY OF WORK

SECTION 01019 – CONTRACT CONSIDERATIONS……………………………………………………………………………11

SECTION 01025 – MEASUREMENT AND PAYMENT

SECTION 01028 – MODIFICATION PROCEDURES

SECTION 01062 – PERMITS

SECTION 01090 – REFERENCE STANDARDS

SECTION 01 2000 - UNIT PRICES

SECTION 01 2300 - ALTERNATES

SECTION 01300 – SUBMITTALS PROCEDURE

SECTION 01 3233 - PHOTOGRAPHIC DOCUMENTATION

SECTION 01350 – PROTECTION OF CULTURAL RESOURCES

SECTION 01 3591 - SPECIAL HISTORIC PROCEDURES

SECTION 01 4000 – QUALITY REQUIREMENTS

SECTION 01560 – ENIVRONMENTAL CONTROLS

SECTION 01 6116 – DELEGATED DESIGN REQUIREMENTS

SECTION 01 6119 – VOC CONTENT RESTRICTIONS

SECTION 01730 – OPERATING AND MAINTENANCE MANUALS

SECTION 02100 – SITE CLEARING

SECTION 02200 – EARTHWORK

SECTION 02220 – EARTHWORK FOR UTILITIES & VAULTS

SECTION 02240 – CONTROL OF WATER

SECTION 02250 – SHORING AND TRENCH SAFETY

SECTION 02321 – FOUNDATION STABILIZATION, PIPE ZONE AND BACKFILL

SECTION 02 4100 - SELECTIVE DEMOLITION

SECTION 02 4296 - HISTORIC REMOVAL AND DISMANTLING

SECTION 03 3000 - CAST-IN-PLACE CONCRETE

SECTION 06 0312 - HISTORIC WOOD REPAIR

SECTION 06 1000 - ROUGH CARPENTRY

SECTION 06 2000 - FINISH CARPENTRY

SECTION 06 4100 - ARCHITECTURAL WOOD CASEWORK

SECTION 07 2100 - THERMAL INSULATION

SECTION 07 2500 - WEATHER BARRIERS

SECTION 07 2600 - VAPOR RETARDERS

SECTION 07 4113 - METAL ROOF PANELS

SECTION 07 4624 - WOOD SHINGLE SIDING

SECTION 07 6200 - SHEET METAL FLASHING AND TRIM

SECTION 07 7113 - MANUFACTURED GUTTERS AND DOWNSPOUTS

SECTION 07 9200 - JOINT SEALERS

SECTION 08 1400 - WOOD DOORS

SECTION 08 5413 - FIBERGLASS WINDOWS

SECTION 08 5314.30 - FIBERGLASS CLAD WOOD WINDOWS

SECTION 08 7100 - DOOR HARDWARE

SECTION 09 2116 - GYPSUM BOARD ASSEMBLIES

SECTION 09 3000 - TILING

ii Table of Contents

SECTION 09 6400 - WOOD FLOORING

SECTION 09 9113 - EXTERIOR PAINTING

SECTION 09 9123 - INTERIOR PAINTING………………………………………………………………………………………… 233

SECTION 10 2800 - TOILET, BATH, AND LAUNDRY ACCESSORIES

SECTION 10 5723 - CLOSET AND UTILITY SHELVING

SECTION 12 3600 - COUNTERTOPS

SECTION 15010 – GENERAL MECHANICAL PROVISIONS

SECTION 15050 – BASIC MATERIALS AND METHODS

SECTION 15080 – MECHANICAL INSULATION

SECTION 15400 – PLUMBING

SECTION 16010 – GENERAL ELECTRICAL PROVISIONS

SECTION 16050 – BASIC ELECTRICAL MATERIALS & METHODS

SECTION 22 4000 - PLUMBING FIXTURES (DESIGN INTENT)

SECTION 23 3400 - HVAC FANS (DESIGN INTENT)

SECTION 23 8143 - AIR SOURCE UNITARY HEAT PUMP (DESIGN INTENT)

SECTION 26 5000 - LIGHTING FIXTURES (DESIGN INTENT)

Section 01010 - 1

SUMMARY OF WORK

SECTION 01010 – SUMMARY OF WORK

PART 1 – GENERAL

1.01 DESCRIPTION OF WORK

A. Requirements of the “State of Oregon General Conditions for Public Improvement Contracts” January 2012 edition as amended by ITB 10667 Exhibit 7, Supplemental General Conditions apply to the Technical Specifications and Plans for this Project.

B. The Work shall be as shown on the Plans and as specified herein at the following location(s):

1. Cape Lookout State Park

C. Contractor shall furnish all permits, labor, equipment, tools, supervision, materials and incidentals required to complete the Work in accordance with the Plans, Specifications and terms of the Contract. Also refer to the Invitation to Bid (“ITB”) and the Contract for additional requirements and information. Work includes, but is not limited to, the following:

1. Description: The Project consists of an addition to and renovation of an historic single-family residence. The addition is roughly 500 square feet and includes a primary bedroom, family room, mudroom, and dining area and involves the demolition of a small portion of the existing house. The renovation includes space reconfiguration involving the kitchen, an existing bathroom, the stair, and the secondary bedroom on the first floor. Included in these renovations, but not limited to them are: limited site work, selective demolition, concrete, framing and rough carpentry, finish carpentry and casework, weather resistive barriers and thermal insulation, roofing, siding, exterior openings, partitions and interior openings, and interior finishes.

2. Also included are the modifications to and extension of the plumbing system to accommodate the architectural revisions shown on the drawings, (including a new water heater, new kitchen and bathroom fixtures, and associated supply and waste piping, connection to existing septic and domestic water systems), a new, complete, mechanical equipment system to serve the whole building, and modifications and extensions to electrical, low-votage, and telecommunications systems at renovated and new spaces, including new LED lighting fixtures at renovated and new spaces.

These scopes are to be designed and permitted by the contractor based on the performance criteria identified in the specification and scoping information included in the drawings.

3. Scope Items:

A1 Permits and Mobilization

Section 01010 - 2

SUMMARY OF WORK

A2 Erosion Control, as required

A3 Traffic Control, as required

A4 General Excavation and Earthwork

A5 Backfill Rock

A6 Landscape - Seeding

B1 Building Demolition Work

B2 Building Construction and Improvements

B3 Building Plumbing

B4 Building Mechanical

B5 Building Electrical

D Project is for the Oregon Parks and Recreation Department, herein referred to as

Owner.

E. The Owner’s Authorized Representative, herein referred to as Project Manager is:

Jason Elkins Oregon Parks & Recreation Department 13000 Whiskey Cr Rd Tillamook, OR 97141

(503) 884-6195

F. The Design Professional, herein referred to as Architect is:

Christine Rumi FFA Architecture + Interiors 520 SW Yamhill, Suite 900 Portland, OR 97204 (503)475-0448

1.02 CONTRACTOR DESIGN WORK

A. Plumbing

B. HVAC

C. Electrical / Low Voltage (including smoke and carbon monoxide detection)

D. Firestopping

E. Due to potential cultural resources, which may exist at each of the project sites, Contractor shall schedule and coordinate all subsurface Work with an Owner provided archeological monitor to monitory the subsurface Work. See specification Section 01350 Protection of Cultural Resources.

Section 01010 - 3

1.03 CONSTRUCTION STAKEOUT AND LAYOUT

A. The Plans show approximate locations and dimensions of existing utilities and facilities adjacent to and in the proposed Work, as shown on the Plans, for the Contractor’s information. Final stakeout of the construction Work shall be provided by Contractor and approved by Project Manager. The Contractor will be solely responsible for locating all existing utilities within the Project sites. No additional stakeout will be provided by the Owner.

B. Contractor is responsible for properly laying out the Work and for lines and measurements for the Work. Contractor to verify the figures shown on the Plans before any construction takes place or products are ordered. Report errors or inaccuracies to the Project Manager for resolution before commencing Work.

Submit as-built plans after completion of the Project to record any changes that took place in accordance with Section 01300.

1.04 PROJECT RECORD DRAWINGS

A. Maintain at the site one complete set of full-sized original prints for recording installed conditions (As-Builts). Keep record drawings (As-Builts) clean, undamaged and up to date as Work progresses. Accurately indicate all deviations, additions and omissions from the original drawings in red ink.

B. The purpose of these record drawings is to provide the Project Manager with an easy to read, complete record of the installation so that at the end of the Project the Project Manager can revise the original Contract Plans to represent the actual installation. Color-coded and highlighted notes shall be used if these would make the record drawings easier to read.

C. At the completion of the Work, Contractor shall furnish the Project Manager this original set of marked-up drawings. Final payment to the Contractor will not be authorized until these drawings have been submitted to and accepted by the Project Manager.

1.05 OWNER OCCUPANCY

A. The Owner will not occupy the house during the renovation. Coordinate construction timeframe with the Project Manager.

B. The Owner and Owner’s other contractors and consultants will be on-site performing other work elsewhere on-site during construction. Coordinate fully with separate contractors so that work under other contracts may be carried out smoothly, without interfering with or delaying Work of this Contract.

1.06 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to construction areas around the Project site.

Section 01010 - 4

SUMMARY OF WORK

B. Contractor shall at all times conduct their operations to ensure the greatest public safety and least inconvenience to the public and adjacent land owners.

C. Contractor shall receive approval from the Project Manager as to the staging and stockpiling of the equipment and materials used on the Project.

D. Storage of material onsite is at Contractor’s own risk.

E. Hauling Restrictions: Comply with all legal load restrictions in the hauling of material. Load restrictions shall meet state load restrictions.

F. Parking: Contractor and Subcontractors shall park at approved locations, and as directed by the Project Manager.

G. Restrooms: Contractor shall provide temporary rest room facilities for its workers and Subcontractors as required.

1.07 CONSTRUCTION SCHEDULE

A. Refer to the Contract for construction schedule Substantial and Final Completion dates.

B. Contractor shall not begin any on-site Work of this Project before required permits have been obtained, a proposed construction schedule is submitted, along with required submittals in accordance with Section 01300, and the Project Manager has given written approval of the submittals and construction schedule provided by the Contractor.

1.08 SPECIFICATION LANGUAGE

A. Portions of the Specifications are written in imperative and streamlined form.

This imperative language is directed to the Contractor, unless specifically noted otherwise.

1. The words “shall be” shall be included by inference where a colon (:) is used within sentences or phrases. Example: Aggregate: ASTM C33.

Singular words will be interpreted as plural and plural words shall be interpreted as singular where applicable and where full context of the Contract Documents so indicates.

4. The word provide or furnish means “furnish and install”.

1.09 PROJECT IDENTIFICATION SIGN

A. The Project identification sign, if used, will be by the Owner.

1.10 CUTTING

A. Perform or arrange and pay for required cutting of asphalt, concrete, masonry, wood, structural framing, etc. and obtain approval from the Project Manager prior

Section 01010 - 5

SUMMARY OF WORK

to cutting.

B. Cutting or channeling of underpinning or structural members shall not be permitted without prior permission of the Project Manager and Architect.

C. No weakening of structural parts is permitted and the Contractor will pay for and correct any Work impaired.

1.11 PATCHING

A. Where trenching is done through existing paving, walks, curbs, etc. (with prior approval from the Project Manager), the Contractor is responsible to patch and repair these structures to original condition.

B. Patch all openings in and through concrete and masonry with dry pack.

C. In new Work, patch and refinish all damaged finished surfaces that are a result of the Contractor’s activities to match the adjacent surface as approved by the

D. Where new electrical Work is installed in an existing building, patch and refinish surfaces damaged to match existing. Refinishing is to be as directed by the

END OF SECTION

Section 01010 - 6

Section 01019 - 1

CONTRACT CONSIDERATIONS

SECTION 01019 – CONTRACT CONSIDERATIONS

1.01 SPECIAL PROJECT REQUIREMENTS

A. Construction operations shall be restricted to the hours of 7AM – 5PM, Monday

– Friday unless otherwise arranged and approved in writing by the Project Manager and Park Manager.

B. No Work shall be performed on any legal holiday or weekends without prior written approval from the Project Manager.

C. If special circumstances or emergency conditions require Work beyond the hours as specified, the Contractor shall:

1. Notify the Project Manager 72 hours in advance of any proposed extended work hours for preauthorization. The Contractor’s written request shall specify the Work to be performed and the circumstances that warrant the request. The request shall include any additional measures to mitigate noise generated by this construction activity, if deemed necessary by the Project Manager.

2. If an emergency situation occurs that warrants extended hours, the

Contractor shall notify the Project Manager immediately upon determining the need for this Work.

D. Contractor shall notify the Project Manager in advance when Contractor, Subcontractor or any employees of such shall be on the project site.

E. Comply fully with manufacturer’s instructions and recommendations. Should manufacturer’s instructions conflict with Contract Documents, request clarification from Project Manager before proceeding.

F. Contractor shall furnish all planning, investigation, material, equipment, labor and permits to complete the Work in accordance with the Plans, Specifications and terms of this Contract, except as specified otherwise herein.

1.02 EXISTING UTILITIES

A. In general, the locations of existing utilities, whether above ground or underground or under the roof, are to be determined as needed by the Contractor. Work in some cases must be done in close proximity to said utilities and live electrical service lines, pipes, drains, and structures not shown, which may require a change in operations, cost and time.

B. Utilities damaged by Contractor’s activities shall be reestablished, to the satisfaction of the Project Manager. If the Contractor fails to repair the damaged utility, costs for repairing the utility shall be deducted from final payment.

C. Comply with Oregon Administrative Rules Division 952, Relating to Abandoned Underground Facilities. An “Abandoned Facility” means an underground facility

Section 01019 - 2

CONTRACT CONSIDERATIONS

that is no longer in service and is physically disconnected from the operating facility that is in service. In addition to notification requirements of this rule, notify Project Manager of any Abandoned Underground Facilities which are discovered during the course of the Project.

1.03 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish at all times. Maintain site in a clean and orderly condition. Provide legal debris disposal (or recycle waste materials if feasible) off-site for all debris generated while working on this Project.

B. Remove debris and rubbish from pipe chases and other closed or remote spaces on a daily basis.

C. Remove waste materials, debris and rubbish from the site immediately upon such materials becoming unfit for use in the Work. In the event this material is not removed, Project Manager will give one notification in writing as to the removal of such waste materials, debris and rubbish. If the Contractor does not clean up the waste materials, debris and rubbish within 24 hours as directed by the Project Manager, the Project Manager reserves the right, but does not have the duty, to have the material removed and the expense shall be deducted from payment to the Contractor. This debris shall be removed at the end of each workday.

D. Provide legal debris disposal off-site for all debris generated while working on this Project.

1.04 TEMPORARY UTILITIES

A. Connections to existing utilities (electric, water, sewer, telephone service) may be allowed as approved by the Project Manager. Contractor to make arrangements for connections. Contractor to pay for cost of connection and use. Exercise measures to conserve energy and water.

B. Provide toilet and wash-up facilities for the workforce at the site. Comply with applicable laws, ordinances and regulations pertaining to public health and sanitation.

PART 2 – MATERIALS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

Section 01025 - 1

MEASUREMENT AND PAYMENT

SECTION 01025 – MEASUREMENT AND PAYMENT

1.01 DESCRIPTION

A. All Payments shall be as provided in the State of Oregon General Conditions for Public Improvement Contracts. Specific Measurements for Work Items are detailed in this Specification Section 01025.

B. If no Item exists for a portion of the Work, include the costs in a related Item.

C. No separate payment will be made for any item that is not specifically set forth in the Solicitation, and all costs therefore shall be included in the prices named in the Solicitation for the various appurtenant items of Work.

D. Quantities listed in the Contract Document do not govern final payment.

Payments to the Contractor will be made only for actual quantities of Contract items performed in accordance with terms of the Contract and for items of Work actually performed under Change Orders.

E. Indirect costs, such as supervision and overhead, profit, and the General

Conditions specified in the Contract, all shall be allocated to each item as applicable for Work defined in the item. No separate payment will be made to the Contractor for these items.

F. Payments shall include full compensation for all labor, equipment, materials, and incidentals (including disposals fees) necessary to perform the specified Work.

G. Partial payments to be made under the Contract shall be based on the percent of

Work complete as approved by the Project Manager according to the State of Oregon General Conditions for Public Improvement Contracts.

1.02 BID ITEMS, MEASUREMENT AND PAYMENT

(NOTE: See the ITB Pricing Submittal Form. Payment shall include full compensation for all labor, equipment, materials and incidentals needed to accomplish the Work as shown and described in the Contract Documents.

A. BID ITEMS - SITE RELATED:

A1 Permits and Mobilization:

a. Measurement and payment for this bid item shall be made on a lump sum basis. The amount to be allowed for Mobilization in the partial payment to be made under the Contract will be as follows:

b. When 5% of the total original Contract amount is earned from other items, not including advances on materials, 50% of the

Section 01025 - 2

MEASUREMENT AND PAYMENT

amount bid for Mobilization, or 2.5% of the original Contract amount, whichever is the least will be paid.

c. When 10% of the total original Contract amount is earned from other items, not including advances on materials, 100% of the amount bid for Mobilization, or 5% of the original Contract amount, whichever is the least will be paid.

d. If 100% of the amount bid for Mobilization has not been paid as outlined in section "c", then upon completion of all Work on the Project, payment of any amount bid for Mobilization in excess of 5% of the total original Contract amount will be paid.

e. The above schedule of progress payments for Mobilization shall not limit or preclude progress payments otherwise provided by the Contract.

A2 Erosion Control:

lump sum basis.

b. The Contractor shall provide all erosion control measures necessary to comply with the requirements of Section 01560, all applicable permits, and all local, state and federal requirements.

A3 Traffic Control:

lump sum basis. The lump sum payment shall include all on highway signage, materials, equipment, and labor necessary to perform the Work as specified.

b. Payment shall be provided on a pro-rated basis allowing an amount equivalent to the percentage of the original Contract amount approved for each payment request.

A4 General Excavation and Earthwork:

cubic yard in place basis for all material moved or removed to the lines and grades shown on the Contract Documents and as directed by the Project Manager.

b. Payment shall include full compensation for all excavation and earthwork required to repair or construct paths, equipment or building pads, building foundations and all other structures as shown in the Contract Documents. No payment will be made for over-excavation except as directed by the Project Manager.

Payment includes compensation for hauling and legal disposal of

Section 01025 - 3

MEASUREMENT AND PAYMENT

excess material.

c. Geotextile fabric, where indicated by the Contract Documents, shall be incidental to this Work.

d. Rock excavation, if encountered, shall be paid under the Rock

Excavation bid item.

A5 Backfill Rock:

per ton basis. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. Work includes providing the labor, equipment, materials and incidentals needed to furnish and install the Backfill Rock in conformance with the Contract.

A6 Landscape - Seeding:

a. Measurement and payment for this bid item will be made on a square foot basis.

b. Payment shall be full compensation for all materials, labor and equipment necessary to complete the Work specified, including placing and grading existing topsoil stockpiled during site clearing operations, mixing and adding any required amendments, seeding and mulching.

b. Work under this item may, with the Owner's concurrence, be delayed until the appropriate planting season.

B. BID ITEMS – BUILDING:

B1 Building Demolition Work:

b. Payment shall include full compensation for all labor, equipment, materials and incidentals needed to accomplish the Work as shown and described in the Contract Documents.

B2 Building Construction and Improvements:

Section 01025 - 4

MEASUREMENT AND PAYMENT

a. Measurement and payment for this bid item shall be made on

b. Payment shall include full compensation for all labor, equipment, materials and incidentals required to accomplish the Work as shown and described in the Contract Documents.

B3 Building Plumbing (See Section 01 6116 Delegated Design):

materials and incidentals required to accomplish the Work (both alterations and additions to the existing system) as shown and described in the Contract Documents to achieve a complete system. This includes the necessary connections to supply and waste lines serving the building.

B4 Building Mechanical (See Section 01 6116 Delegated Design):

materials and incidentals required to accomplish the Work as intent shown and described in the Contract Documents.

B5 Building Electrical (See Section 01 6116 Delegated Design):

materials and incidentals required to accomplish the Work (both alterations and additions to the existing system) as shown and described in the Contract Documents to achieve a complete system.

PART 2 – MATERIALS (not applicable)

PART 3 – EXECUTION (not applicable)

Section 01028 - 1

MODIFICATION PROCEDURES

SECTION 01028 – MODIFICATION PROCEDURES

1.01 SUMMARY

A. Section includes the administrative requirements for Requests for Information (“RFI”) and Proposal Requests (“PR”).

B. Prior to execution of a Change Order (“CO”), the following documents shall be submitted as indicated.

1.02 REQUEST FOR INFORMATION

A. General:

1. RFI's are requests for information originated, prepared and submitted by the Contractor to the Project Manager only when the Contractor is unable to determine from the Contract Documents, the material, process, system or Work to be installed. Endeavor to keep the number of RFI’s to a minimum. For critical or emergency items, contact Project Manager at once.

2. If Project Manager clarification results in additional cost or time, do not proceed with the Work indicated by the RFI until the Project Manager provides an approved copy of the RFI or until a PR is fully-executed. A CO will be processed to include this type of change.

3. Submit RFI’s on form provided by Project Manager.

4. Number RFI's sequentially; include date submitted.

5. Identify Project, pertinent Plan sheet, detail number, and Specification

Section.

6. Specifically identify time response information as required to avoid impact on construction schedule or cost. Project Manager will endeavor to respond to proper RFI’s within 7-Days, if possible.

B. RFI’s shall include written and graphic solutions proposed by Contractor. Project Manager will determine if Contractor’s proposal is in accordance with Contract Documents and design intent of Project.

1. Contractor's failure to make a reasonable effort to propose realistic solution may result in RFI's being returned with no action.

2. RFI's that request information that is clearly shown in the Contract

Documents will be considered frivolous/improper and will be returned with no action.

Section 01028 - 2

MODIFICATION PROCEDURES

C. Maintain current and accurate RFI Log.

1.03 PROPOSAL REQUEST

1. Provide quotations for extra Work or changes in Work when requested by the Project Manager, on a PR form to be provided by the Project Manager.

2. Provide a detailed itemization of the costs to the degree necessary for evaluation by the Project Manager. Indicate if a change to the Contract Period is warranted.

B. Maintain current and accurate Proposal Request log.

C. Issuance of a PR is not an authorization to proceed with extra or changed Work until fully executed by Owner and Contractor. Do not proceed with the Work indicated in the PR until the Project Manager provides a fully-executed copy. A CO will be processed to include approved Proposal Requests.

Section 01062 - 1

PERMITS

SECTION 01062 – PERMITS

A. The Contractor shall be responsible to abide by permitting requirements as stated in the State of Oregon General Conditions for Public Improvement Contracts

1.02 PERMITS

A. See Supplemental General Conditions for Public Improvement Contract “Exhibit 7” of the Contract for additional permit requirements.

Section 01062 - 2

PERMITS

Section 01090 - 1

REFERENCE STANDARDS

SECTION 01090 – REFERENCE STANDARDS

PART 1 – GENERAL

1.01 REFERENCED STANDARDS:

All Work shall conform to the issue of following referenced standards which is current at the time of Contract execution. Whenever the following abbreviations are used in these Contract Documents, they are to be construed the same as follows:

AA Aluminum Association AASHTO American Association of State Highway and Transportation

Officials ABAA Air Barrier Association of America ABAAS Architectural Barriers Act Accessibility Standards ADA Americans with Disabilities Act AMAA American Architectural Manufacturers Association ACI American Concrete Institute ACM American Construction Manual AISC American Institute of Steel Construction ALSC American Lumber Standard Committee ANSI American National Standards Institute AHA American Hardboard Association APA American Plywood Association APWA American Public Works Association ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating and Air-Conditioning

Engineers ASTM American Society for Testing and Materials AWPA American Wood Preservers' Association AWS American Welding Society AWWA American Water Works Association BHMA Builders Hardware Manufacturers Association CDPH California Department of Public Health CRSI Concrete Reinforcing Steel Institute CSA CSA Group CSSB Cedar Shake and Shingle Bureau DHA Decorative Hardwood Association FM Factory Mutual FS Federal Specifications (“FS”) GA Gypsum Association GS Green Seal ICC International Code Council ICEA Insulated Cable Engineers Association ICPA International Compliance Professionals Association ICRI International Concrete Repair Institute IEEE Institute of Electrical and Electronic Engineers JIC Joint Industrial Council MIL Military Standards MPI Master Painters Institute

Section 01090 - 2

REFERENCE STANDARDS

NAAWS North American Architectural Woodwork Standards NEC National Electric Code (Oregon Amended) NECA National Electrical Contractors Association NEMA National Electrical Manufacturers Association NESC National Electrical Safety Code NFPA National Fire Protection Association NWFA National Wood Floor Association ODOT Oregon Standard Specifications for Highway Construction by the

Oregon Department of Transportation ODOT/APWA Oregon Standard Specifications for Construction by the Oregon

Department of Transportation and Oregon Chapter of APWA OSSC Oregon Structural Specialty Code OSHA Occupational Safety and Health Administration QPL Qualified Products Listing by the Oregon Department of

Transportation, Materials and Research Section PCI MNL Pre-stressed Concrete Institute SAMA. Scientific Apparatus Manufactures Association SMACNA Sheet Metal and Air Conditioning Contractors' National Association TCNA Tile Council of North America UBC Uniform Building Code State of Oregon, Structural Specialty Code

Amended UFC Uniform Fire Code with State and Local Amendments UL Underwriters Laboratories UPC Uniform Plumbing Code State of Oregon, Plumbing Specialty Code USDC United States Department of Commerce WCLIB West Coast Lumber Inspection Bureau WDMA Window and Door Manufacturer’s Association WFCM Wood Frame Construction Manual WWPA Western Wood Products Association

Section 01 2200 - 1

UNIT PRICES

SECTION 01 2200 – UNIT PRICES

A. PART 1 - GENERAL

1.01 SECTION INCLUDES

A. List of items and units of measure to be used to calculate payment for additional work required due to conditions encountered during construction that differ from the conditions described in the plans and specifications.

B. Measurement and payment criteria applicable to Work performed under a unit price payment method.

1.02 RELATED REQUIREMENTS

A. Exhibit 1: Bid Pricing Form

B. Section 01025 – Measurement and Payment: Procedures for determining measurement and costs for scopes of work.

C. Section 01028 – Modification Procedures: Contract modification procedures, including Proposal Requests.

1.03 COSTS INCLUDED

A. Unit Prices included in the Contract shall include full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit.

1.04 MEASUREMENT OF QUANTITIES

A. Measurement methods are delineated in Section 01025 – Measurement and Payment.

B. Perform surveys required to determine quantities, including control surveys to establish measurement reference lines. Notify Project Manager prior to starting work.

C. Sign surveyor's field notes or keep duplicate field notes, calculate and certify quantities for payment purposes.

1.05 PAYMENT

A. Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities of Work that is incorporated in or made necessary by the Work as described in an executed Change Order to the Contract.

B. Payment will not be made for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

SITKA SEDGE RESIDENCE RENOVATION

CAPE LOOKOUT STATE PARK

Section 01 2200 - 2

UNIT PRICES

2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from the transporting vehicle.

4. Products placed beyond the lines and levels of the required Work.

5. Products remaining on hand after completion of the Work.

6. Loading, hauling, and disposing of rejected Products.

1.06 SCHEDULE OF UNIT PRICES

A. ITEM #1: GENERAL EXCAVATION AND EARTHWORK: Section 02200 – Earthwork (Unit price is for overexcavation beyond the grades required on the drawings and specifications to mitigate unforeseen unsuitable material.)

1. Base Bid: 35 cu-yd.

2. Units: Per cubic yard of in-place undisturbed material.

B. ITEM #2: ROCK EXCAVATION: Section 02200 – Earth Moving (Unit price is for removal of large boulders, as defined in Section 02200, encountered during excavation).

1. Base Bid: 1 cu-yd

2. Units: Per cubic yard of in-place undisturbed material.

C. ITEM #3: BACKFILL: Section 02327 – Foundation Stabilization, Pipe Zone, and Backfill (Unit price is for additional backfill as needed for deferred submittal scopes, such as plumbing.)

1. Base Bid: 5 cu-yd.

2. Units: Per cubic yard of in-place undisturbed material.

D. ITEM #4: LANDSCAPE – SEEDING: Section 01560 – Environmental Controls (Unit price is for additional seeding for areas of disturbance due to delegated design scopes and unanticipated excavation.)

1. Base Bid: 500 sq. feet.

2. Units: Per square foot of turf restoration as noted in specification.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

Section 01 2300 - 1

ALTERNATES

SECTION 01 2300 - ALTERNATES

PART 1 - GENERAL

1.07 SECTION INCLUDES

A. Description of Alternates.

B. Administrative Procedures

1.08 RELATED REQUIREMENTS

A. Pricing Submittal Form

B. State of Oregon Public Improvement Agreement

C. General Conditions for Public Improvement Contracts

1.09 SCHEDULE OF ALTERNATES

A. Alternate No. 1: Replace Metal Roofing on Existing Building

A. Base Bid: Existing metal roofing, gutters, and downspouts to remain where not indicated to be demolished. Provide support for existing chimney exhaust.

B. Alternate: Replace metal roofing, gutters, and downspouts with specified products and associated membranes, trims, and flashings. Include the removal of the existing 1x4 purlins, the addition of ½” plywood sheathing and ventilation.

B. Alternate No. 2: Accessible exterior walkway to Door 112

A. Base Bid: Exterior concrete landing at Door 112, as indicated on Drawings.

B. Alternate: 4-foot-wide concrete walkway meeting running slope of less than 5% and cross slope of less than 2% from the driveway to Door 112. Expansion joints at 30’ on center, control joints at 5’ on center. Contractor shall provide topographic survey of this area to Project Manager to layout walkway for construction. Starting and ending points identified on Drawings.

C. Alternate No. 3: Tub and shower surrounds

A. Base Bid: Tile surrounds, as indicated in Drawings and Technical Specifications.

B. Alternate: Fiberglass tub and surround modified to allow for window. Fiberglass shower surround, modified to allow for window.

D. Alternate No. 4: Painted wood casework.

A. Base Bid: Wood veneer cabinets, per Section 06 4100.

B. Alternate: Shop-painted wood casework, per Section 06 4100.

Section 01 2300 - 2

ALTERNATES

E. Alternate No. 5: Plastic laminate countertops and splashes.

A. Base Bid: Quartz countertops and splashes, per Section 12 3600.

B. Alternate: Plastic laminate countertops and splashes, per Section 06 4100.

F. Alternate No. 6: Tankless Water Heater. See Section 15400.

1. Base Bid: 50 gallon, electric water heater.

2. Alternate: 5 gpm, electric, tankless water heater.

G. Alternate No. 7: Heat pump with ductless mini-split system. See Section 23 8143.

1. Base Bid: Heat pump with air handlers, ducted.

2. Alternate: Heat pump with ductless mini-split cassettes. Piping and cassettes shall be concealed in chases, ceilings, and below floor.

1.10 ADMINISTRATIVE PROCEDURES

A. Work Adjustments for Selected Alternates:

A. Adjust work for each Alternate selected by Owner to achieve the desired result as indicated on Drawings and specified in related technical sections.

B. Include changes in material, equipment, fabrication, erection, installation, and finishing.

B. Contractor’s Requirements:

A. Alternate Work is defined in this Section.

B. Minor adjustments to exposed finished surfaces, or concealed work by incorporation of selected Alternates may not be indicated on Drawings or specified in referenced work-related Sections.

C. Include adjustments in work as required to achieve the indicated result, consistent with requirements in Contract Documents.

D. Coordinate work modified by incorporation of selected Alternates.

PART 2 - PRODUCTS (not applicable)

PART 3 - EXECUTION (not applicable)

END OF SECTION 01 2300

Section 01300 - 1

SUBMITTALS PROCEDURE

SECTION 01300 – SUBMITTALS PROCEDURE

A. This section specifies procedures for the technical submittals required in the Plans and Specifications.

1. The Contractor is responsible for making technical submittals as called for in the Plans and individual Specification Sections. The Contractor shall develop a submittal list within 14 Days after being issued the Notice To Proceed for Owner to review and approve. Contractor shall modify the submittal list as requested by Owner until approved.

2. During construction, if the Contractor installs products or materials which are not in conformance with the Plans and Specifications, that are not approved by the Owner through the submittal process, the Contractor will be required to remove such products or materials and replace with the specified product or material at no additional cost to the Owner.

B. Submittals shall contain information that will enable the Project Manager to assess whether the Contractor’s proposed materials, equipment or methods of work are in general conformance to the design intent and in compliance with the Plans and Specifications. The information may consist of drawings, specifications, descriptive data, certificates, samples, test results and/or other information, as required in the individual Specification Sections and Plans.

1.02 CONTRACTOR RESPONSIBILITIES

A. Prior to submittal transmittal to the Project Manager,

1. Ensure the accuracy and completeness of the information contained in each submittal and that the material, equipment or method of work is as described in the submittal.

2. Ensure information is legible by the Owner. Faxed submittals are NOT acceptable.

3. Ensure that the information is transmitted and approved by Owner and as follows:

a. Prior to purchasing/leasing/ordering/installing

b. Early enough to allow a 7-day review period by the Owner, and to meet the construction schedule.

4. Verify the material and equipment described in each submittal conforms to the requirements of the Specifications and Plans.

5. Ensure there is no conflict with other submittals.

Section 01300 - 2

6. Notify the Project Manager in each case where such submittal may affect the Work of another contractor or Owner.

B. Substitutions may be considered provided they are submitted within the time period allowed stated in the ITB and the substitution complies with the Specifications herein. Obtain written approval from the Project Manager, prior to bidding, by submitting the Substitution Request Form to the Project Manager (located at the end of this section).

C. Refer to the Contract and State of Oregon General Conditions for additional information regarding submittals and substitutions

PART 2 – PRODUCTS (not applicable)

PART 3 – EXECUTION

3.01 TRANSMITTAL PROCEDURE

1. For each required submittal, submit two (2) copies of all required information not less than fourteen (14) Days prior to purchase or installation (if previously purchased). One copy will be returned to the Contractor. Individual sheets shall not exceed 22 inches x 34 inches.

NOTE: SUBMITTALS MAY BE MADE ELECTRONICALLY VIA EMAIL WITH

PDF ATTACHMENT(S) AS APPROVED BY PROJECT MANAGER.

2. Use a Submittal/Transmittal Form for material and equipment submittals.

Use a separate form for items specified in separate, discrete sections for which the submittal is required. Use a single form for submittals for various items when the items taken together constitute a manufacturer’s package, or are related such that expediency indicates review of the package as a whole.

3. Note the unique sequentially assigned number that will accompany each item submitted, on the transmittal form. Original submittal numbers shall have the format: “XXX”; where “XXX” is the sequential number assigned by the Contractor. Resubmittals shall have the format: “XXX-Y”; where “XXX” is the originally assigned submittal number and “Y” is a sequential letter assigned for resubmittals, i.e., A, B or C being the 1st, 2nd and 3rd resubmittals, respectively.

B. Deviation from Contract: Submit a request for substitution for deviations from the Specifications or Plans. Include the reason for the deviation and cost differential for the deviation. Deviations from the Contract shall be authorized by Change Order only.

Section 01300 - 3

C. Submittal Completeness: submittals that do not have all the information required to be submitted are not acceptable and will be returned without review.

D. Project Manager reserves the right to ask for submittals not referenced in this document.

3.02 REVIEW PROCEDURE

A. The Project Manager will review the submittal and return it to the Contractor.

The returned material will consist of one (1) marked-up copy of the submittal.

The returned submittal will indicate one of the following actions:

1. If the review indicates the material, equipment or work method is in general conformance with the Plans/Specifications, the submittal copies shall be marked “Approved.” In this event, the Contractor may begin to incorporate the material/equipment/work method covered in the submittal.

2. If the review indicates the submittal is insufficient or that limited corrections are required, the submittal copies may be marked “Approved as Noted.” The Contractor may begin to implement the work method or incorporate materials/comments covered in the submittal in accordance with the corrections/comments noted.

3. If the review reveals the submittal is insufficient or contains incorrect data and the comments require revision and resubmittal, the submittal copies shall be marked “Not Approved, Resubmit.” In this case, the Contractor shall not undertake Work covered by this submittal until the submittal has been revised, resubmitted and returned to the Contractor with a marking of “Approved” or “Approved as Noted.”

4. If the review reveals the material, equipment, or Work does not require submittal, then the submitted copies shall be marked “Review Not Required Per Contract Documents.” In this event, the Contractor may begin to incorporate the material/equipment/Work covered by the submittal and no further action is required.

3.03 EFFECT OF REVIEW OF CONTRACTOR’S SUBMITTALS

A. Submittal review of what the Contractor proposes to provide shall not relieve the Contractor of his responsibility for errors therein, nor shall it be regarded as an assumption of risks or liability by the Owner, or by any officer or employee of the Owner. Contractor shall have no claim under the Contract on account of the failure, or partial failure, of the method of work, material or equipment so reviewed. A mark of “Approved” or “Approved as Noted” shall mean the Project Manager has no objection to the Contractor, upon the Contractor’s own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed.

Section 01300 - 4

SUBSTITUTION REQUEST FORM

TO _________________________________________________________________________________

PROJECT ___________________________________________________________________________

We hereby submit for your consideration the following product instead of the specified item for the above Project

Section _________________ Paragraph ____________________ Specified Item ___________________

Proposed Substitution:

Attach complete technical data, including laboratory tests, if applicable. Include complete information on changes to Plans and Specifications that proposed substitution will require for proper installation. Fill in Blanks Below:

A. Does the substitution affect dimensions shown on Plans? Yes____No____. If yes, clearly indicate changes. _____________________________________________________________________________________

B. Will the undersigned pay for changes to the building design, including architectural, engineering and detailing costs caused by the requested substitution? Yes______ No_______.

C. What effect does substitution have on other trades?

D. What effect does substitution have on construction schedule?

E. Differences between proposed substitution and specified item?

F. Manufacturer's guarantees of the proposed and specified items are:

______ Same _______ Different (explain on attachment)

The undersigned states that the function, appearance and quality are equivalent or superior to the specified item.

Submitted by:

Signature________________________________Title_________________________________________

Firm______________________________, By____________________________ Date_______________

Telephone_____________________________ E-mail:________________________________________

___ACCEPTED, ___NOT ACCEPTED, ___RECEIVED TOO LATE

Section 01350 - 1

PROTECTION OF CULTURAL RESOURCES

SECTION 01 3233 - PHOTOGRAPHIC DOCUMENTATION

PART 1 - GENERAL

1.01 SUMMARY

A. This Section includes administrative and procedural requirements for the following:

1. Preconstruction photographs.

2. Additional Photographs

3. Related Sections include the following:

a. Section 02 4296 - Historic Removal and Dismantling

1.02 SUBMITTALS

A. Construction Photographs: Submit one digital copy of each photographic view within seven days of taking photographs.

1. Minimum Format: JPEG file format. Minimum 240 kilobyte, 1024x768 pixels minimum. No maximum size specified.

a. Preferred: Provide images in uncompressed TIFF format if available (JPEG is acceptable), produced by a digital camera with minimum sensor size of 8.0 megapixels, and at an image resolution of not less than 1024 by 768 pixels.

2. Identification: Sort photos into file folders titled to describe subject matter. Include text document that describes:

b. Name of Project.

c. Name of Contractor.

d. Date photograph was taken if not date stamped by camera.

e. Area of Project and work being performed.

PART 2 - PRODUCTS PART 3 -

EXECUTION

3.01 CONSTRUCTION PHOTOGRAPHS

A. General: Take photographs using the maximum range of depth of field, and that are in focus, to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted.

1. Maintain key plan with each set of construction photographs that identifies each photographic location.

a. Digital Images: Submit digital images exactly as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image- editing software.

1) Date and Time: Include date and time in filename for each image if not recorded in file data by camera.

Section 01350 - 2

2. Preconstruction Photographs:

1. Before commencement of demolition/deconstruction and starting construction, take color, digital photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points, as directed by Project Manager.

3. Additional Photographs:

1. Project Manager may issue requests for additional photographs, in addition to periodic photographs specified.

Section 01350 - 1

SECTION 01350 – PROTECTION OF CULTURAL RESOURCES

A. This section along with Attachment C -Inadvertent Discovery Plan details the requirements for protecting cultural resources.

1.02 DEFINITIONS

A. Cultural Resources: Includes both archaeological (at or below-ground) and historical (at or above-ground) sites, features and artifacts.

B. High Probability Areas: Areas that contain potentially significant cultural resources as determined by the Owner.

C. Low Probability Areas: Areas that have a low likelihood of containing potentially significant cultural resources as determined by the Owner.

D. Archaeological Monitor: Representative of the Owner designated to record and collect archaeological resources for compliance with Agency regulations to protect archaeological resources.

E. Tribal Monitor: Designated cultural resource representative from the federally-recognized tribes in Oregon, who may contact the Owner to be notified and present onsite when a specific Work task occurs.

1.03 REFERENCES

A. Oregon Revised Statute ORS 97.740

B. Oregon Revised Statute ORS 358.905

C. Oregon Revised Statute ORS 390.235

1.04 SUBMITTALS

A. As specified in Section 01300.

B. At least two weeks before start of ground-disturbing or other types of construction Work, submit for approval a Work Plan, detailing construction Work in High Probability Areas.

Key schedule to Plans and include the following information:

1. Start and end dates of the Work.

2. Locations and types of temporary facilities, such as barriers, field offices, staging areas, sanitary facilities, borrow pits, and haul and access roads.

Section 01350 - 2

3. Types of Work, such as clearing, topsoil stripping, earthwork, structure or trench excavation, demolition, building construction, landscaping, and post construction clean-up, etc.

4. Methods and equipment used for each type of construction.

5. Plan for relocating Work in the event of temporary Work stoppages at each High

Probability Area.

1.05 QUALITY ASSURANCE

A.. At least one week before on-site Work begins, Contractor shall meet with Owner’s Project Manager and Archeological Monitor to discuss the Work Plan and equipment and special methods to be used in High Probability Areas. Contractor shall ensure that approved Work Plan is followed throughout the Project.

PART 2 - MATERIALS (Not Used)

PART 3 - EXECUTION

3.01 TEMPORARY FACILITIES

A. Furnish and install/construct temporary facilities per approved Work Plan.

3.02 OBSERVATION

A. Archeological Monitor will observe all ground-disturbing Work, including construction of temporary facilities, at all High Probability Areas, from a safe location mutually agreed on by Contractor and Archaeological Monitor. As new ground is broken, Archaeological Monitor will examine excavated materials, using construction layout centerline and perimeter staking as a reference point to record locations of findings.

3.03 DISCOVERY OF RESOURCES

A. If potential cultural resources are discovered, immediate relocation of the Work to a non-sensitive area may be required.

B. If potential cultural resources are discovered while Archeological Monitor is absent, stop Work immediately and report the discovery to the Park Manager and Owner’s Project Manager.

C. If potential cultural resources are discovered during the Work, the following procedures will be instituted:

1. Project Manager will issue a verbal Work suspension directing the Contractor to cease all construction operations at the location of a potential cultural resources discovery. Project Manager will contact a qualified archaeologist to evaluate the significance of the find.