c.ATT 1 - CombinedSpecPackage.pdf

USDA Forest Service Project Specification 00 01 15

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SECTION 00 01 15

TABLE OF CONTENTS – SPECIFICATIONS AND DRAWINGS

1. GENERAL

1.01 SUMMARY

A. This section lists the drawings and specifications for the project.

1.02 LIST OF PROJECT SPECIFICATIONS

Division 00 00 01 15 Table of Contents – Specifications and Drawings

Division 01 01 10 00 Summary 01 10 10 Design Requirements 01 10 12 Design After Award 01 23 00 Option Items 01 25 00 Substitution Procedures 01 26 00 Contract Modification Procedures 01 29 00 Schedule of Values 01 31 00 Project Management and Coordination 01 32 00 Construction Progress Documentation 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 42 00 References 01 50 00 Temporary Facilities and Controls 01 73 00 Execution 01 74 19 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents 01 81 13 Sustainable Design Requirements

Division 02 02 41 16 Structure Demolition

Division 03 03 30 53 Miscellaneous Cast-In-Place Concrete

Division 31 31 10 00 Site Clearing

USDA Forest Service Project Specification 00 01 15

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31 20 00 Earth Moving 31 23 19 Dewatering

Division 32 32 17 13 Parking Bumpers 32 17 26 Tactile Warning Surfaces 32 91 13 Soil Preparation 32 92 00 Turf and Grasses

1.03 LIST OF DRAWINGS

CI001 COVER SHEET & SHEET INDEX

CI002 GENERAL NOTES

CI003 ABBREVIATIONS & LEGEND

CS101 EXISTING SITE & DEMO PLAN

CS102 SITE IMPROVEMENT PLAN

CG101 GRADING PLAN

AE101 FLOOR PLAN

END OF SECTION 00 01 15

USDA Forest Service Project Specification 01 10 00

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SECTION 01 10 00

SUMMARY

1. GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section Includes:

1. Project Information

2. Background Information

3. Use of Premises.

4. Coordination with occupants.

5. Work restrictions.

6. Specification and Drawing conventions.

1.03 PROJECT INFORMATION

A. Project Identification: Emigrant Creek Ranger District Fire Operations Facility B. Project Location: 265 Highway 20 South, Hines, Oregon 97738

1.04 BACKGROUND INFORMATION

A. Existing, on-site facilities include two 1960’s era residential buildings converted for office use. The current buildings are too small for the number of employees, which creates a domino effect resulting in inadequate air circulation, electrical systems, lighting, and overburdened restroom facilities. There is a need to provide sufficient office space that meets the needs and provides for the health and safety of employees immediately and into the foreseeable future.

B. Intent of this project is to resolve the issue by replacing the existing converted residences with a 14,800 SF pre-manufactured or similar facility.

C. Scope of work includes the design a 14,800 sf building. This includes site demolition, grading, drainage, utilities, landscaping, and hardscaping.

1. The base bid for this project covers the construction and installation of the building section that includes the offices, huddle rooms, conference rooms, break room, rest rooms, and utility rooms.

2. Bid option items will include the construction and installation of the ready room/locker room, exercise room, and shower/changing room as well as the installation of multiple systems and equipment. See 01 23 00 Option Items for details.

1.05 USE OF PREMISES

A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

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B. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

C. A staging area and a location for temporary facilities will be designated. Its location will be coordinated with the Contracting Officer.

D. Driveways, Walkways and Entrances: Keep driveways, loading areas, and entrances serving premises clear and available to Government employees and visitors, and to emergency vehicles at all times. Do not use these areas for parking or for storage of materials.

1. Schedule deliveries to minimize use of driveways and entrances by construction operations.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

E. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period.

Repair damage caused by construction operations.

1.06 COORDINATION WITH OCCUPANTS

A. The Emigrant Creek Ranger District will be in full operation during entire construction period. Cooperate with the Government during construction operations to minimize conflicts and facilitate site operations. Perform the Work so as not to interfere with day-to-day operations. Maintain existing exits unless otherwise indicated.

1. Provide a proposed work schedule at the pre-work meeting complete with dates.

Update the schedule as needed and provide a minimum of 1 week notification of any changes.

2. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the Contracting Officer.

B. Government Limited Occupancy of Completed Areas of Construction: The Government reserves the right to occupy completed portions of the Work, prior to Substantial Completion of the Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work.

1. Contracting Officer will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied prior to Government acceptance of the completed Work.

2. Before occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. Final electrical inspection of the work by the AHJ shall be submitted prior to completion of the project.

3. On occupancy, the Government will assume responsibility for maintenance and custodial service for occupied portions of Work.

1.07 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of Authorities having Jurisdiction.

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B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 6 a.m. to 8 p.m., Monday through Friday, unless otherwise indicated.

1. Weekend Hours: Work on weekends between the hours of 6 a.m. to 8 p.m.

Coordinate with the Ranger or Contracting Officer.

2. Early Morning Hours: Work is not to commence until after 6 a.m.

C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to occupancy with the Contracting Officer.

1. Notify Contracting Officer not less than 1 week in advance of proposed disruptive operations. Update the Contracting Officer as soon as possible if changes need to be made within that 1 week window.

2. Obtain Contracting Officer’s written permission before proceeding with disruptive operations.

D. Utility Interruptions and Noise Restrictions:

1. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by the Government or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

a. Notify Contracting Officer not less than 1 week in advance of proposed utility interruptions. Update the Contracting Officer as soon as possible if changes need to be made within that 1week window.

b. Obtain Contracting Officer’s written permission before proceeding with utility interruptions.

E. Employee Identification: Provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

1.08 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the

Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications.

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2. PRODUCTS (NOT USED)

3. EXECUTION (NOT USED)

END OF SECTION 011000

USDA Forest Service Project Specification 01 10 10

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SECTION 01 10 10

BUILDING DESIGN REQUIREMENTS

1. 1 - GENERAL

1.01 DESIGN SUBMITTAL REQUIREMENTS.

A. Design Standards. Equipment, hardware, and materials shall be standard manufactured items unless otherwise specified. Replacement parts shall be standard and readily available through commercial means. Discontinued products will not be accepted unless approved by the Contracting Officer.

B. Codes. The design, materials, equipment, and installation shall be in accordance with the requirements of the listed codes and design manuals, with the requirements of this section, and with the listed specifications.

C. Drawings. Attached drawings are included for general information on the site and utility layouts and may be used as a reference in the design of the project. The building design illustrated in the drawings is not intended to be a final or a recommended solution. All drawings are available in electronic format.

D. Field Information. The utility and as-built information provided in the drawings is the best information available. It is provided to assist the Contractor during the design of this project. The Contractor is responsible for field verifying all information given.

The Contractor is also responsible for obtaining all information necessary to properly design and install all work. Gathering information during design shall be coordinated through the Contracting Officer. Any survey required to provide utility locations, manhole inverts, verification of existing features, etc., shall be the responsibility of the Contractor and shall tie into the project datum. Offerors may rely upon the information provided herein for the purposes of bidding, but are responsible to confirm existing conditions after award and identify any deviations to the Contracting Officer at the earliest feasible opportunity.

E. Design Details and Standards. The Contractor shall provide a design and construction package which uses the design details given or referenced in this RFP. Additional details shall be created by the Contractor as required, but shall conform to the requirements of this RFP and are subject to approval by Government.

F. Specifications. The Contractor shall provide a design and construction package which utilizes the CSI specifications format. Specification Sections for items not identified in the construction specifications provided with this solicitation shall be written by the Contractor. The Contractor shall edit any additional specifications, but edits shall conform to the specific minimum standard requirements of this RFP and are subject to approval by the Government.

G. Delegated Design. Design of all project components not explicitly included in the Civil construction documents is delegated to the successful bidder (the “Contractor”).

The Contractor is responsible to provide a complete, functional, and serviceable facility meeting the requirements of the Solicitation, whether or not any particular feature is explicitly listed, if the need for that feature is reasonably understood as being an essential component for a complete building.

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2. 2 - CIVIL

2.01 GENERAL

A. Civil portions of this project consist of construction of the site and utility features required for the new Emigrant Creek Fire Modular Office Building facility, to be executed per the Construction Documents provided in this Solicitation. Features include:

1. Rough grading,

2. Vehicle circulation,

3. Surface preparation,

4. Parking surface preparation,

5. Site utilities,

6. Finish grading,

7. Landscaping,

8. Hardscape, and

9. Surface water disposal features.

B. Final grading and horizontal control of site features is delegated to the Contractor based on the final building design.

C. The Government’s intent is that the Contractor execute the Civil work as defined in the construction documents portion of this package, and coordinate such execution with Contractor’s final design for the new building, such that the completed project forms a single, complete, coordinated, and functional whole, meeting all of the operational and performance requirements defined in this Solicitation.

2.02 BUILDING SITE

A. The building site generally encompasses the area currently occupied by the two existing, converted residential buildings, and extends to encompass adjacent parking, vehicle circulation, landscape, and utility features.

2.03 CONSTRUCTION ACCESS.

A. The contractor's access/haul route shall be as negotiated with the Government after award. For the purposes of bidding, assume access will be provided through the existing gate located on Lotter Lane, immediately across the parking area south from the building site.

2.04 PROJECT SITE SURVEY.

A. Site data from the Government-performed site survey is included in this Solicitation.

Electronic site survey data will also be provided to the Contractor after award.

Contractor is responsible to confirm elevation points, grades, and existing site features as a part of the construction staking process, and make a timely report of any discrepancies to the Contracting Officer. The Contractor is to coordinate design of the new building with the grades as defined in the Construction Documents, to adjust the grade design as approved by the Government to coordinate with the new building construction, and implement the complete and coordinated design.

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2.05 SITE DEMOLITION.

A. Demolition of existing structures and improvements is required as shown in the Site

Demolition Plan in the Contract documents. Holes or depressions in the ground resulting from demolition operations shall be filled with satisfactory materials, compacted, and graded in accordance with Earthwork specifications. Trees shall be removed only as shown on plan. Items to remain that are damaged by the contractor during the construction process, shall be replaced/repaired in kind at the Contractor’s expense. Rubble and debris resulting from demolition shall be removed from the compound and disposed in a site approved by the Contracting Officer.

2.06 SITE ACCESS DURING DEMOLITION AND CONSTRUCTION.

A. During project design, the successful Contractor shall submit for review, with the drawing package, the plan to be utilized to keep the Compound open during construction.

B. The plan shall include at a minimum: road closures, road rerouting, temporary road construction, traffic control and signage, duration of closures, and similar.

2.07 WASTE DISPOSAL AREA

A. Demolition and construction waste from the project shall be disposed of outside the

Compound at a location approved by the Contracting Officer.

2.08 SITE DEVELOPMENT

A. Site development shall include complete construction of the site improvements defined in the contract and all associated features required for a complete and functional installation.

2.09 VEHICLE PARKING AREA

A. The existing vehicle parking area(s) will remain intact, except as impacted by work defined in this contract. New work includes selective re-grading for drainage channels, site preparation for new construction, utility trenches and backfill, and restoration of remaining areas to conditions appropriate for vehicle parking, similar to existing conditions, where these areas have been disrupted by the work of this project.

2.10 PAVEMENT MARKINGS.

A. Mark paved, accessible stalls per ABA standards, including on-pavement striping and symbols, and with ABA-compliant, pole-mounted signs.

2.11 PARKING AND ROAD SIGNAGE.

A. Parking signage shall be provided for handicapped parking spaces in accordance with ABA. Road signage shall be provided for the project as required and in accordance with the MUTCD. Retroreflective sheeting materials for signs shall be type IV in accordance with SDDCTEA Pamphlet 5514.

2.12 SIDEWALKS

A. Concrete (PCC) sidewalks shall be provided for the facility as shown in the contract documents. All sidewalks shall be accessible in accordance with ABA standards. Curb and gutter will not be used on this project.

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2.13 ABA ACCESSIBILITY

A. The new Fire Operations facility shall be fully accessible per ABA standards.

Walks/ramps shall be provided as required for wheel chair access from the accessible parking area to the new facility entrance(s).

2.14 CONTRACTOR'S STORAGE YARD

A. The contractor's storage and staging area shall be located within the limits determined at the Pre-Construction Conference. The final limits of the contractor’s storage and staging area shall be approved by the Contracting Officer. A temporary security fence shall be provided at the storage yard boundaries.

2.15 GRADING

A. Contractor is responsible for final grading design. This includes modifications required to fully integrate the final building design.

2.16 BENCHMARKS

A. Benchmark data will be as shown in the Contract Documents. Electronic data related to benchmarks and other survey monuments shall be provided to the Contractor after award.

2.17 BORROW AREA

A. Borrow for the project shall be obtained by the contractor from an off-site borrow source.

2.18 STORM RUNOFF AND DRAINAGE.

A. Storm Drain System. In general, existing overland drainage patterns at the site shall be maintained. Supplemental subsurface elements will be added to convey runoff from new building downspouts to new and existing swales.

B. Roof Drainage. Roof Drainage. Runoff from the roof shall be conveyed to the storm drain system via downspouts as shown in the RFP and the Contract Documents.

Downspouts will generally connect to subsurface storm drain piping.

2.19 UTILITIES.

A. Existing Utilities. Some existing utilities in the vicinity of the project are shown in the

Contract Documents on the Existing Site and Demo Plan. This information does not constitute a complete utility survey. It is the Contractor’s responsibility to confirm the location of all existing utilities and to perform any and all additional investigations or subsurface explorations required to accommodate new service laterals and protect existing utilities lines to remain.

B. Domestic Water. Contractor shall connect to existing domestic water lines. Existing lines shall be modified, extended, or abandoned as required to accommodate final building design while maintaining adequate supply to all other existing fixtures, appurtenances, and service locations. Abandoned supply lines shall be removed entirely or capped and sealed.

C. Water Meters. Meters shall be installed as required by the local water authority.

Contractor shall be responsible for all associated permitting and connection fees.

D. Sanitary Sewer. Contractor shall connect to existing sanitary sewer lines shown in the Contract Documents.

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E. Cleanouts. A double cleanout shall be provided on the sanitary sewer lateral(s) on the exterior of each building where it exits the building.

2.20 LANDSCAPING (BID OPTION #32).

A. Landscaping shall consist of new turf and grasses to be installed per specifications and drawings. If construction activities result in any disturbance to landscaping to remain, the damaged areas shall be repaired/replaced by the contractor to pre-project condition or better, as determined by the Contracting Officer.

B. Irrigation System. The contractor shall design and install an irrigation system to water all grass areas immediately adjacent to the new building, including existing grass areas to remain. The irrigation system shall provide 100% coverage of sprinklers (also known as double coverage or head-to-head coverage.)

C. Landscape and Irrigation Maintenance. The Contractor shall provide a 1-yr warranty for the project. Warranty shall cover all material, workmanship and labor.

Warranty period begins upon date of acceptance by Contracting Officer that Project is substantially complete. Warranty shall include filling and/or repairing depressions, replacing turf or other plantings due to settlement of irrigation trenches or irrigation system components, and adjustment of valve boxes, sprinkler heads and all other irrigation components which have settled from proper finish grade.

2.21 STORM WATER POLLUTION PLAN.

A. The Contractor shall prepare a storm water pollution prevention plan in accordance with Oregon Department of Environmental Quality (DEQ) and National Pollutant Discharge Elimination System (NPDES) requirements.

2.22 PERMITS.

A. The Contractor is responsible for obtaining all necessary Federal, State, County, and local permits and paying all fees required to complete the construction of this project.

The contractor must obtain the following (but not limited to) permits and/or fees prior to construction of this project.

1. Storm Water Pollution Prevention Plan (SWPPP) and Notice of Intent (NOI).

2. Drainage (Sewer) and Water (Plumbing) Fixture Unit connection fees.

B. All required fees shall be verified and paid by the Contractor.

3. 3 - GEOTECHNICAL DESIGN

3.01 INTRODUCTION

A. Geotechnical requirements for the project include, but are not limited to: pertinent subsurface investigation, foundation design, pavement design, construction specifications, and drawings for the project including plans, sections, and details.

B. The Contractor shall submit the names, addresses and qualifications of the geotechnical firms, drilling firms, and material testing laboratories intended for subcontracting, for review and approval by the Contracting Officer.

1. The materials testing laboratory and the personnel performing testing, shall meet all applicable requirements of ASTM C 1077, ASTM D 3740, and ASTM E 329.

The laboratory shall possess a certificate of accreditation by a nationally recognized authority described in ASTM C 1077, ASTM D 3740, and ASTM E 329.

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C. The Contractor maintains responsibility for the Foundation Design Analysis and the adequacy of geotechnical specifications, sections, details and all pertinent foundation drawings, and related geotechnical portions of the project.

D. The Contractor is responsible for obtaining all permits and performing all correlation and calibration testing.

3.02 TECHNICAL CRITERIA

A. The geotechnical specifications, sections, details, and pertinent foundation drawings, and related geotechnical portions of the project shall comply with, but not be limited to, the referenced material and criteria in Section 01 42 00 References.

3.03 SUBSURFACE EXPLORATIONS

A. Subsequent to award, a subsurface investigation and analysis shall be completed. The

Contractor shall submit his proposed exploration plan to the Contracting Officer for approval two weeks prior to mobilization of drill rig(s) and start of drilling. The subsurface investigation shall consist of a minimum of 2 borings. One boring shall be located within the footprint of each wing of the proposed structure and shall be drilled to a minimum of 25 feet below ground surface. Additional borings to deeper depths may be proposed to better characterize the site, if the initial discoveries warrant further investigation.

B. If man-made fill materials are encountered during drilling, the Contracting Officer should be notified immediately. All subsurface investigation samples shall be tested at a qualified laboratory-testing facility.

C. The Contractor is responsible for all applicable drilling and testing costs and acquisition of all clearances and permits. The Contractor is also responsible for the protection of all underground utilities from damage by the field investigations. The site shall be returned to its original state after drilling.

3.04 BORROW AREAS

A. There are no approved borrow sites on site. The Contractor shall be responsible for locating, testing and providing required data to the Government for approval of all proposed off site borrow sources. The borrow material must meet all specification requirements and shall not be used prior to approval.

3.05 FOUNDATION DESIGN ANALYSIS

A. The Contractor shall prepare a Foundation Design Analysis (FDA). Foundations shall be constructed of steel reinforced concrete. Selection of foundation system shall be based upon structure function and soil conditions at the site. Foundation designs and recommendations for features such as retaining walls, perimeter walls, etc., are the Contractor's responsibility and will be included as part of the FDA. Therefore, design of any foundation system to support any structure(s) is also required.

B. The design of any foundation system shall include, but not be limited to, presentation of allowable bearing capacity; soil parameters; settlement or consolidation; collapse potential and other applicable soil properties (i.e., permeability, shear strength, friction angles, etc.); and all associated calculations.

C. The FDA shall describe, evaluate, and present all boring locations, boring logs, subsurface profiles, a plasticity chart, gradation curves, moisture content/liquid limit/plastic limit versus depth chart, moisture content/dry density versus depth chart, standard penetration blow count versus depth chart, unconfined compression test

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D. The FDA narrative and data presentation shall be submitted as an individual document to the Contracting Officer for review and approval. Analysis for design shall be prepared separately from the design narrative and data presentation. Additionally, the FDA shall describe, evaluate, and present, as applicable, the following:

1. Site location(s)

2. Boring locations

3. Logs of Boring

4. Subsurface profiles including location of water table, fill, or other conditions that may affect design or construction.

5. Plasticity chart

6. Gradation curves

7. Moisture content/liquid limit/plastic limit versus depth chart

8. Moisture content/dry density versus depth chart

9. Standard penetration blow count versus depth chart

10. Unconfined compression test results

11. Direct shear test results

12. California Bearing Ratio (CBR) for design of flexible pavements

13. Modulus of subgrade value for design of rigid pavements

14. One dimensional swell or collapse

15. Soil resistivity and water-soluble sulfate contents

16. Foundation design and recommendations for buildings

17. Foundation design and recommendations for deformation sensitive areas (include associated soil parameters)

18. Foundation designs and recommendations for features such as retaining walls, perimeter walls, etc.

19. Lateral earth pressures

20. Unusual features such as above ground and/or underground structures (i.e., pits, manholes, retaining walls, etc.)

21. Construction specifications

3.06 SUBGRADE PREPARATION

A. The FDA shall include fill and compaction requirements for subgrade preparation within the building footprint and five feet beyond the edge of exterior foundations;

including but not limited to, excavation of unsuitable materials, replacement with satisfactory, non-expansive fill (as defined in subsequent paragraphs), capillary water barrier and vapor retarder requirements, and moisture and compaction recommendations for non-expansive fill and subgrade soils. The degree of compaction for subgrade of structures shall be expressed as a percentage of the maximum density obtained by the modified Proctor test presented in ASTM D 1557 and performed in accordance with the procedure appropriate for material being tested.

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3.07 EARTHWORK

A. Excavation and embankment for areas other than within the limits of the buildings shall conform to applicable Specifications, and the following requirements:

B. Prior to construction of on-grade structures, existing material shall be removed to a minimum depth of 6 inches or greater as determined from design, from all areas to be bearing construction above.

3.08 EXCAVATION, FILLING, AND BACKFILLING FOR BUILDINGS

A. Excavation, filling, and backfilling for buildings shall conform to applicable

Specifications, and the following requirements:

1. Satisfactory fill material shall extend a minimum of 5 feet beyond the outside edge of the exterior footings and to a minimum depth equal to twice the width of the exterior footing.

3.09 CAPILLARY WATER BARRIER

A. Provide capillary water barrier of clean, poorly graded crushed rock or crushed gravel.

Gradation of capillary water barrier shall meet gradation requirements of ASTM C 33 coarse aggregate Size 67 and washed so that none to at most only trace quantities pass the No 200 sieve.

4. 4 - ARCHITECTURAL DESIGN

4.01 GENERAL SUMMARY

A. The Government anticipates that standard, stick-built construction will not be the most cost effective alternative in this location. Therefore, the Contractor is encouraged to offer alternatives to traditional construction techniques which offer advantages in regards to time and cost of construction. Any such system must be capable of meeting all performance requirements embodied in this specification and referenced codes and standards.

B. Approaches may include, but are not limited to: Pre-engineered metal building, pre-engineered timber building, various modular construction techniques, and off-site pre-fabricated components. The Government encourages proposers to explore creative solutions to providing the required facility.

4.02 CONCEPTUAL DESIGN

A. A concept floor plan and various supporting documentation are provided for reference.

These illustrate the essential features required for a full and operational facility.

However, proposers should not assume this is the only solution or building form that can or will meet the requirement. The new facility must fit within the space available.

The Contractor is responsible to provide all additional, delegated design and construction required to integrate the Contractor’s final building design into the Government-provided site design.

4.03 BUILDING DESIGN

A. New building shall fit within the local community context while still presenting the

Forest Service as a natural resource agency. Natural materials shall be incorporated into the building entry and other locations as possible. All exterior and interior design components shall meet Architectural Barriers Act (ABA) requirements.

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4.04 SUSTAINABLE DESIGN REQUIREMENTS.

A. Sustainable Design guidelines will be based on the Federal Guidelines for Sustainable

Buildings. See included Specifications Section 018113 – Sustainable Design Requirements, for information and requirements.

4.05 SPECIFICATIONS AND CONSTRUCTION DOCUMENT STANDARDS

A. Code and Performance Related. The occupancy of this facility is classified as Group

B per the IBC, which includes non-combustible construction, building area, height limitations, and required fire rated separations. The building will comply with the latest edition of NFPA 101 Life Safety Code for egress requirements.

B. Life Safety. Design shall conform to Life Safety requirements indicated in the International Building Code.

C. Fire Safety. Provide fire extinguishers and fire alarm system. Provide fire sprinklers if required by code.

D. Physical Security. Building is to meet the standards shown in the Regional Building Physical Security Requirements document, attached.

E. Barrier Free Design. This facility shall meet ABA requirements.

4.06 ENERGY CONSCIOUS DESIGN

A. Insulation. The building shall incorporate a continuous layer of rigid insulation in the building envelope. The effective assembly insulation values shall be in accordance with the Mechanical section of this RFP. No loose or granular fill insulation will be permitted.

4.07 FUNCTIONAL AND PROGRAMMATIC REQUIREMENTS.

A. Hours of Operation. Standard hours of operation for this facility will be 8-5 M-F during off-season operations, 24/7 during fire season.

B. Space Allocations. The following table summarizes the functional spaces and approximate square footage requirements for this facility:

Space Quantity Programmed

Programmed Square Footage*

Open Office Space/Filing 1 4,350 Private Office 3 300 Huddle Room 5 500 Small Conference Room 5 750 Main Conference Room 1 1,200 Break Room 1 500 Exercise Room 1 850 Ready Room/Locker Room 1 1,700 Shower/ Changing Room 4 400 Men's Toilet 1 230 Women's Toilet 1 230 Janitor's Closet 1 60

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IT room 1 200 Electrical Room 1 125 Mechanical Room 1 195 Entry 1 60 Circulation 3,146 Total SF 14,796

4.08 SPACE CHARACTERISTICS.

A. The following paragraphs describe spaces within the new facility. For detailed information refer to the Room Data Sheets in Section J.

1. Entry/Vestibule: This will serve as the main entry for the building. Exterior shall have exposed timber accents.

2. Private Offices: Each office will serve one employee. Room shall have an exterior window that is operable. Offices shall be in close proximity to the Entry and Copy/Supply. Door shall be secured by a lock with secured hard keys.

3. Large Open Office/Filing: Room shall be in close proximity to Entry, Private Offices, Employee Restrooms, and Conference Rooms. A mix of operable and fixed windows to be provided for ventilation. Natural light to be maximized within space. Space will accommodate the following:

a. 67 – 36 sf cubicles

b. 11 – 24 sf cubicles or a 24” deep countertop that provides space for 11 employees.

c. 200 sf for filing. Line filing space along one side of the main thoroughfare.

d. 100 sf for copiers and supplies. Include space for a high load shelving system. Provide necessary data and electrical for two copiers and fax machine.

e. Shared and circulation space.

f. Exterior door to be provided for egress.

4. Huddle Rooms: Rooms are required to be adjacent to Open Office. Windows are not required within space but desirable when possible.

5. Small Conference Rooms: Each Conference room to have a window. Rooms to be in close proximity to the Break Room and Open office.

6. Main Conference Room: Lockable storage with double doors for tables and chairs to be provided within space. Room shall be capable of being divided in half using a high quality partition with a minimum STC of 45. Room to be in close proximity to the Entry and Break Room. Exterior doors shall be provided for egress. Provide a separate entry for each section of the room. Door to have a window lite. Audio visual equipment to be provided on both sides of the partition. Room does not require natural light. Refer to Room Data Sheets for additional information.

7. Break Room: Room must be in close proximity to the Conference Rooms.

Provide space for tables and chairs. Equipment in room to include vending machines, refrigerators, microwaves, coffee makers, dish washer, and range.

Additional outlets to be provided for small kitchen appliances along counter.

Provide a double basin stainless steel sink. Millwork to include countertop, base

January 2020 Emigrant Creek Inter-Agency Fire Facility Page 11 of 49 cabinets, upper cabinets, and upper cabinets capable of storing a microwave.

Outlet to be provided in cabinet housing microwaves.

8. Exercise Room: Room shall be in close proximity with Shower/Changing Rooms. Provide exterior door and necessary outlets for 2 exercise bikes, 2 elipticals, and 2 treadmills.

9. Locker Room: Space shall be provided for 62 double tier lockers (124 lockers total) provided by Government. Individual locker size to be 15” x 18” x 3’. Refer to concept plan for proposed location. Speed racks will not be utilized. Open wall space on three walls to be reserved for future government provided heavy duty shelves and storage lockers. A space for laundry is to be provided within the room. Space to include 2 industrial size washers, 2 industrial size dryers, laundry sink, counter top for folding clothes with upper and lower cabinets provided for storage.

10. Shower/Changing Rooms: A minimum of 4 unisex showers to be provided.

Each room to have towel hooks, wall mounted bench, and additional floor drainage outside shower. Each room to be ABA compliant.

11. Restrooms: Each restroom shall be fully accessible with a minimum of one ABA compliant stall. Arrange doors for privacy at entry. See conceptual plan for suggested layout. Urinals to utilize privacy partitions.

12. IT Room: Room is to be located away from exterior walls and secured. Space will be secured with a high security lockset separately keyed from all other building doors. This door lock shall not be part of the master key system.

13. Hallways: All hallways must be 5’-0” wide minimum and provide for disabled access throughout office.

14. Janitor Room: Room shall include a service sink and storage area with shelves for cleaning supplies. Location should be near public restrooms.

4.09 BUILDING SYSTEMS, MATERIALS, AND EQUIPMENT.

A. Metals. Anodized aluminum finishes shall be AA-M12 C22 A42, minimum 0.7 mils, Class I, per Aluminum Association Designation System. All miscellaneous prefabricated components, such as fire extinguisher cabinets, shall be specified to have factory applied finishes, in colors to coordinate with the facility. All other miscellaneous metal items, exposed to view, which do not have a factory finish, shall be painted with urethane gloss enamel. Louvers shall have bird or insect screens, as appropriate.

B. Finish woodwork. Finish woodwork shall be specified to conform to the following allowable options: Exterior: No exposed wood materials on exterior of building.

Interior: Doors (if wood) – clear finish, trim – paint, exposed structure – paint or clear finish, cabinetwork – clear finish.

C. Roofing.

1. Standing seam metal roof, sealed lap joints to allow 2:12 slope per Code. Include snow guards as an integral component of roof system.

a. Roof Warranties. Provide 20 year warranty.

b. Roof Penetrations. Flash as appropriate to prevent leakages.

2. Snow bars. Provide snow bars the length of the roof approximately 1 foot above the gutters.

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3. Roof drains. Provide gutters and downspouts.

D. Doors

1. Hollow Metal Doors and Frames. Exterior doors to meet Energy Star Requirements. All doors to be a minimum of 3’-0” wide. Refer to Room and Data Sheets and concept plan for door type (solid, narrow lite, etc.) information.

Provide hollow metal frames for interior and exterior doors. Hollow metal doors and frames to be painted with semi gloss alkyd enamel paint.

2. Interior Doors. All doors to be a minimum of 3’-0” wide. See Room Data sheets for rooms that require a door lite. Interior doors to be wood solid core with plastic laminate finish.

3. Door Hardware. Exterior doors to utilize access control systems and lock cylinders. As funds allow, provide an automatic door opener at the front entrance and at employee entrances. Employee entrances are located on the conceptual floor plan near the Breakroom, on the South West side near the Locker rooms and on the North East in the Open Office area facing North.

4. Door Accessories. Provide kickplates on push side of interior doors.

5. Access control door hardware (Base Bid). Push button combination locks that meet BHMA A156.36, cylindrical, Grade 1, with the ability to change PIN numbers shall be installed at all doors that would be controlled under the ePACS system. It is preferred that door locksets and latchsets be ePACS system compliant so that the access control system can easily be upgraded at a later date.

6. Access control door hardware (Bid Option #28C). Provide access control door hardware at all doors that require access control card readers and access.

Include door strikes, or retracting bolts, REX sensors, Door magnetic DPDT switches, Card readers, interface to automatic door openers if used.

7. Keying. A master key system shall be used for the high security locks for building entries or interior doors. The system shall include all doors that will have card readers.

a. Conduct a keying meeting to determine the key schedule. The project shall be master keyed as determined by the Contracting Officer. Permanent cores and cut keys shall be delivered to the Contracting Officer.

b. 20 master keys shall be supplied to the Government and 6 keysets for each group of locksets. All supplied keys shall have an alpha-numeric code to designate building/door and be consecutively numbered (Example: MA 1 for master key 1)

c. Provide a secure key storage cabinet at the exterior of the building that emergency services can access for the purpose of obtaining building keys.

Knox Box model 3275 or approved equal.

E. Windows. Windows are to meet Energy Star Requirements. Windows will be a mix of operable and non-operable. Operable windows will be sliding windows with insect screens.

1. Exterior Window Glazing. Windows placed within the Shower/Changing rooms or Restrooms will have obscure glass for privacy.

2. Blinds (Bid Option #12). All windows without obscure glazing will have window blinds.

January 2020 Emigrant Creek Inter-Agency Fire Facility Page 13 of 49

F. Finishes. The typical (and minimum acceptable) floor, wall and ceiling finishes for the various types of spaces are summarized in the Room Data Sheets provided.

1. Ceramic Porcelain Tile. For tiles larger than 2”x2” cut tile to slope to drain as needed. Recess floor and mud-set tile in restrooms and shower areas.

2. Grout. Grout color to be determined by government.

3. Paint. Provide epoxy paint in rooms where moisture is present. Provide and eggshell latex paint in all other rooms. Color to be determined by government.

4. Porcelain Tile. All transitions between gypsum board and tile to utilize bullnose trim. Tile to be finished to 5’-6” unless noted otherwise. At areas where mirrors are present, drop the wall tile down or raise tile up to provide a flat surface for mirror to mount to.

5. Wall Base. At wet areas with sheet vinyl, cove base up wall 6”. Rooms with tile floors to have coved base tile. Remaining areas to utilize rubber cove base with a minimum height of 4”. Government to determine finishes.

6. Gypsum Board. Ceiling to be painted with a latex paint. At areas where moisture is present use epoxy paint over moisture resistant gypsum board.

7. Suspended Acoustic Ceiling Tile System. Provide 24” x 48” acoustical panels.

Layout grid in room so cut tiles at perimeter are no less than 9” wide.

8. Exposed Structural. Paint or otherwise provide a fully finished appearance on all interior exposed structural components, except in mechanical, electrical, and IT rooms, where shop priming will be acceptable.

4.10 SPECIALTIES.

A. Restroom Accessories and Partitions. Toilet accessories such as towel dispensers, soap dispensers and waste receptacles shall be contractor provided, contractor installed.

Also provide a toilet seat cover dispenser in each stall and a sanitary napkin dispenser in each women’s room. Mop rack/shelf combinations shall be provided in janitor closets containing a mop sink. Toilet partitions shall be baked enamel on steel or solid plastic partitions.

B. TV Screen Support. Provide TV supports and appropriate wall blocking in rooms where flat screen TVs will be provided. Supports shall accommodate 50-inch (minimum) flat panel monitors.

C. Equipment. Equipment requirements are indicated in the Room Data sheets. Listed equipment will be furnished by the user, but shall be coordinated during the design phase to provide necessary power, data, or structural support.

D. Furnishings. Systems furniture and other furnishings to be provided by government unless noted otherwise in room descriptions or Room Data Sheets.

E. Cabinets. Cabinets to be constructed of nominally ¾” thick MDF. Cabinets to have plastic laminate (plam) finish. Semi-exposed interior parts to be white fused melamine on ¾” nominally thick MDF. Interior shelves to be white melamine. Exterior shelves to match cabinet plam. Toe kicks to match cabinet plam finish. Government to select plastic laminate finish.

F. Cabinet Hardware. Provide staple pulls for drawers and doors. Hinges to be 120 degree self-closing concealed hinges. Drawer slides to have full extensions slides. At areas with adjustable shelving, provide 5mm L-shape pins with bright nickel finish and system holes drilled at 32mm on center.

January 2020 Emigrant Creek Inter-Agency Fire Facility Page 14 of 49

G. Countertops. Countertops to be plastic laminate finish. Provide marine grade plywood at areas with sinks.

H. Plastic Laminate. Countertops to utilize integral back and side splashes at sink areas (Restrooms, Locker Room, and Break Room). Provide 1 ½” bullnose edge or eased edge with 3mm edge banding to match plam face.

I. Solid Surface Material Countertops. Solid surface countertops tops shall be resinous materials, exposed outside corners shall be filleted, chamfered, or radius profiles.

These are required for restroom vanities, and are preferred at all other casework locations.

5. 5 - STRUCTURAL DESIGN

5.01 GENERAL.

A. The Structural Engineer shall be responsible for the design of a complete structural building system for a new Inter-Agency Fire Facility. The contractor shall hire a licensed structural engineer to prepare the necessary construction documents for this project. A complete structural system for the buildings shall include foundations, walls, roof framing, roof diaphragms, lateral load stability, framing and connection of any architectural features, and the support of mechanical and electrical equipment. In addition, the Structural Engineer is responsible for the design of all lesser related structures such as utility vaults, pits, etc.

B. Structural design of the buildings shall be compatible with the architectural design.

Structural design shall be in accordance with the criteria, requirements, and guidance provided in the IBC and the Oregon Building Code. All construction shall comply with the requirements for and shall be inspected per “Special Inspections and Tests” as described in IBC, Chapter 17.

C. The Government is not responsible for inspections and testing. The General Contractor shall provide specials inspection services and testing through a certified testing agency in accordance with the international building code. This structure is designated as Occupancy Category B per the International Building Code.

D. The structural work consists of design and construction of, but not necessarily limited to, the following items:

1. The Engineer of Record (EoR) shall determine the type of foundation system to be used based on the geotechnical data and the contractor’s approved Final Geotechnical Report. The EoR shall stamp final structural calculations and final structural drawings.

2. Structural System.

3. Framing System, including roof diaphragms.

4. Connection details of structural members.

5. Special Conditions, such as expansion, construction and contraction joints, changes in floor levels, and catwalks if needed.

6. Attachment provisions for architectural, mechanical, and electrical elements.

7. Interior and exterior equipment pads.

January 2020 Emigrant Creek Inter-Agency Fire Facility Page 15 of 49

5.02 DESIGN LOADS.

A. The design drawings shall contain structural notes which shall contain loading criteria, a list of the strengths of the engineering materials used, the design soil values, and any other data that would be pertinent to this building.

B. Gravity Load Requirements: Structural designs shall be per the International Building Code, ASCE 7, and the Oregon Building Code. In the event of conflict, the most stringent criteria shall apply.

C. Wind Load Requirements: Per IBC and ASCE for the required site Wind Speed, Exposure, and Risk Category.

D. Seismic Load Requirements: Per IBC and ASCE for the required site Spectral Response Coefficients, Building Importance Factor, and Soil Site Class. 6.6 Building Structure and Design

5.03 STRUCTURAL SYSTEMS

A. A minimum safety factor of 1.5 shall be provided against uplift, sliding, overturning, or flotation.

B. Vertical Structure: The EoR and contractor shall select materials for the structure that will be compatible with the architectural, environmental, and code-specific requirements for a building of this size and type, and located at this specific site. These materials may include, but not be limited to CMU, Concrete, Steel Frame, Cold-formed Steel, Wood, Pre-engineered steel buildings, etc. If a steel frame is provided, the fabricating plant furnishing the structural steel shall be certified under the AISC Certification Program for Conventional Steel Structures.

C. Lateral Force Resisting System: The EoR shall select a lateral…