Request for Proposals - Rampart Clinic for General Contractor Services

Tanana Chiefs Conference
Rampart Health Clinic
Rampart, Alaska
Final Construction Documents
For:
Tanana Chiefs Conference
122 First Avenue
Fairbanks, Alaska 99701
April 23, 2026

TANANA CHIEFS CONFERENCE SPECIFICATION INDEX
RAMPART HEALTH CLINIC
RAMPART, ALASKA
DIVISION 05 METALS
05 12 00 Structural Steel Framing
DIVISION 06 WOOD, PLASTICS, AND COMPOSITES
06 10 00 Rough Carpentry
06 17 53 Shop-Fabricated Wood Trusses
06 18 00 Glued-Laminated Construction
06 41 00 Architectural Wood Casework
DIVISION 07 THERMAL AND MOISTURE PROTECTION
07 21 00 Thermal Insulation
07 25 00 Building Envelope Barriers
07 41 13 Metal Roof Panels
07 42 13 Metal Wall Panels
07 84 00 Firestopping
DIVISION 08 OPENINGS
08 11 13 Hollow Metal Doors and Frames
08 14 16 Flush Wood Doors
08 33 23 Overhead Coiling Doors
08 54 13 Fiberglass Windows
08 71 00 Door Hardware
DIVISION 09 FINISHES
09 21 16 Gypsum Board Assemblies
09 51 00 Acoustical Ceilings
09 65 00 Resilient Flooring
09 68 13 Tile Carpeting
09 72 00 Wall Coverings
09 91 13 Exterior Painting
09 91 23 Interior Painting
DIVISION 10 SPECIALTIES
10 14 23 Panel Signage
10 28 00 Toilet, Bath, and Laundry Accessories
10 44 00 Fire Protection Specialties
DIVISION 12 FURNISHINGS
12 36 00 Countertops
Design Alaska, Inc. Index - 1

TANANA CHIEFS CONFERENCE SPECIFICATION INDEX
RAMPART HEALTH CLINIC
RAMPART, ALASKA
DIVISION 20 MECHANICAL
20 01 00 Operation and Maintenance for Mechanical
20 05 00 Common Work Results
20 05 11 Common Submittal Requirements for Mechanical
20 05 13 Common Motor Requirements for Mechanical
20 05 29 Hangers and Supports for Mechanical
20 05 48 Seismic Controls for Mechanical
20 05 53 Identification for Mechanical
20 07 00 Insulation for Mechanical
DIVISION 22 PLUMBING
22 05 00 Common Work Results for Plumbing
22 05 23 General Duty Valves for Plumbing
22 11 16 Domestic Water Piping
22 11 19 Domestic Water Specialties
22 13 16 Sanitary Waste and Vent Piping
22 13 19 Sanitary Waste Piping Specialties
22 33 36 Electric Domestic Water Heaters
22 42 13 Commercial Water Closets and Urinals
22 42 16 Commercial Lavatories and Sinks
22 42 19 Commercial Bathtubs
22 42 39 Commercial Faucets, Supplies, and Trim
DIVISION 23 HEATING, VENTILATING, AND AIR CONDITIONING
23 05 00 Common Work Results for HVAC
23 05 23 General Duty Valves for HVAC
23 05 93 Testing, Adjusting, and Balancing for HVAC
23 09 33 Standalone Control System for HVAC
23 09 93 Control Systems Sequence of Operation
23 11 13 Facility Fuel Oil Piping
23 13 23 Facility Aboveground Fuel Oil Storage Tanks
23 21 13 Hydronic Piping
23 21 16 Hydronic Piping Specialties
23 21 23 Hydronic Circulating Pumps
23 23 00 Refrigerant System Piping and Specialties
23 31 13 HVAC Ducts and Casings
23 33 11 Air Duct Accessories
23 33 13 Dampers
23 33 46 Flexible Ducts
23 37 13 Diffusers, Registers and Grilles
23 51 00 Breechings, Chimneys, and Stacks
23 52 23 Forced Draft Cast Iron Boilers
23 72 33 Air-to-Air Energy Recovery Equipment - Residential
Design Alaska, Inc. Index - 2

TANANA CHIEFS CONFERENCE SPECIFICATION INDEX
RAMPART HEALTH CLINIC
RAMPART, ALASKA
23 81 11 Ductless Air Conditioners
23 82 16 Air Coils
23 82 36 Finned Tube Radiation - Commercial
23 82 39 Unit Heaters
23 82 43 Cabinet Unit Heaters
DIVISION 26 ELECTRICAL
26 05 01 General Provisions
26 05 19 Wire Conductors and Cable
26 05 26 Grounding and Bonding
26 05 33 Raceways
26 05 34 Outlet Boxes
26 05 35 Pull and Junction Boxes
26 05 53 Identification
26 05 90 Fastening Hardware
26 24 18 Branch Circuit Panelboards
26 27 13 Service Entrance
26 27 26 Wiring Devices and Plates
26 27 30 Heating Cable
26 28 15 Disconnects
26 28 16 Overcurrent Protection Devices
26 29 01 Motor Starters
26 36 23 Automatic Transfer Switches
26 50 00 Lighting
26 51 02 Automatic Lighting Control Devices
DIVISION 27 COMMUNICATIONS
27 20 00 Telecommunications System
DIVISION 31 EARTHWORK
31 10 00 Site Clearing
31 20 00 Earth Moving
31 66 19 Refrigerated Foundations
DIVISION 33 UTILITIES
33 11 00 Water Utility Piping
33 31 00 Sanitary Utility Piping
Design Alaska, Inc. Index - 3

TANANA CHIEFS CONFERENCE SECTION 05 12 00
RAMPART HEALTH CLINIC STRUCTURAL STEEL FRAMING
RAMPART, ALASKA
PART 1 GENERAL
1.1 SCOPE: SECTION 05 12 00 - STRUCTURAL STEEL FRAMING
A. Section Includes:
1. Structural steel.
2. Entry way decks, stairs, and ramps.
1.2 SUBMITTALS
A. Product Data: For the following, as applicable:
1. Primer
2. Paint
B. Shop Drawings: Show fabrication of structural-steel components.
1. Include details of cuts, connections, splices, camber, holes, and other pertinent
data.
2. Indicate welds by standard AWS symbols, distinguishing between shop and field
welds, and show size, length, and type of each weld. Show backing bars that are
to be removed and supplemental fillet welds where backing bars are to remain.
3. Indicate type, size, and length of bolts, distinguishing between shop and field
bolts. Identify pretensioned and slip-critical high-strength bolted connections.
1.3 QUALITY ASSURANCE
A. Installer Qualifications: Engage an experienced Installer who has completed structural
steel work similar in material, design, and extent to that indicated for this Project and
with a record of successful in-service performance.
B. Fabricator Qualifications: Engage a firm experienced in fabricating structural steel similar
to that indicated for this Project and with a record of successful in-service performance,
as well as sufficient production capacity to fabricate structural steel without delaying the
Work.
C. Inspector Qualifications: Tests and Inspections shall be performed by an AWS Certified
Weld Inspector (CWI) with the proper AWS certifications to be able to conduct such tests
and inspections.
Design Alaska, Inc. 05 12 00 - 1

TANANA CHIEFS CONFERENCE SECTION 05 12 00
RAMPART HEALTH CLINIC STRUCTURAL STEEL FRAMING
RAMPART, ALASKA
D. Comply with applicable provisions of the following specifications and documents:
1. AISC's "Specification for Structural Steel Buildings--Allowable Stress Design and
Plastic Design."
2. AISC's "Load and Resistance Factor Design (LFRD) Specification for Structural Steel
Buildings."
3. ASTM A 6 "Specification for General Requirements for Rolled Steel Plates, Shapes,
Sheet Piling, and Bars for Structural Use."
4. Research Council on Structural Connections' (RCSC) "Specification for Structural
Joints Using ASTM A 325 or A 490 Bolts."
5. Research Council on Structural Connections' (RCSC) "Load and Resistance Factor
Design Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."
E. Welding Standards: Comply with applicable provisions of AWS D1.1 "Structural Welding
Code--Steel."
1. Present evidence that each welder has satisfactorily passed AWS qualification
tests for welding processes involved and, if pertinent, has undergone
rectification.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Deliver structural steel to Project site in such quantities and at such times to ensure
continuity of installation.
B. Store materials to permit easy access for inspection and identification. Keep steel
members off ground and spaced by using pallets, dunnage, or other supports and spacers.
Protect steel members and packaged materials from corrosion and deterioration.
1. Do not store materials on structure in a manner that might cause distortion,
damage, or overload to members or supporting structures. Repair or replace
damaged materials or structures as directed.
C. Store fasteners in a protected place in sealed containers with manufacturer's labels intact.
1. Fasteners may be repackaged provided Owner's testing and inspecting agency
observes repackaging and seals containers.
2. Clean and relubricate bolts and nuts that become dry or rusty before use.
3. Comply with manufacturers' written recommendations for cleaning and
lubricating ASTM F 1852 fasteners and for retesting fasteners after lubrication.
Design Alaska, Inc. 05 12 00 - 2

TANANA CHIEFS CONFERENCE SECTION 05 12 00
RAMPART HEALTH CLINIC STRUCTURAL STEEL FRAMING
RAMPART, ALASKA
1.5 COORDINATION
A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with
paint and coating manufacturers' recommendations to ensure that shop primers and
topcoats are compatible with one another.
B. Coordinate installation of anchorage items to be embedded in or attached to other
construction without delaying the Work. Provide setting diagrams, sheet metal
templates, instructions, and directions for installation.
PART 2 PRODUCTS
2.1 STRUCTURAL-STEEL MATERIALS
A. Angles and Plates: ASTM A 572 Grade 50.
B. Channels: ASTM A 992.
C. Square/Rectangular and round HSS: ASTM A 500 Grade C.
D. Steel Pipe: ASTM A 53, Type E or S, Grade B.
1. Weight Class: Standard unless noted otherwise on drawings.
E. Welding Electrodes: Comply with AWS requirements.
2.2 BOLTS, CONNECTORS, AND ANCHORS
A. High-Strength Bolts, Nuts, and Washers: ASTM A 325, Type 1, heavy-hex steel structural
bolts; ASTM A 563, Grade C, heavy-hex carbon-steel nuts; and ASTM F 436, Type 1,
hardened carbon-steel washers; all with plain finish.
2.3 PRIMER
A. Primer: Steel shall be delivered shop primed, except for surfaces to be galvanized or field
welded.
2.4 FABRICATION
A. Member Splices are not permitted without prior approval by Engineer, except at locations
noted in drawings.
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TANANA CHIEFS CONFERENCE SECTION 05 12 00
RAMPART HEALTH CLINIC STRUCTURAL STEEL FRAMING
RAMPART, ALASKA
B. Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricate
according to AISC's "Code of Standard Practice for Steel Buildings and Bridges" and
AISC 360.
1. Identify high-strength structural steel according to ASTM A 6/A 6M and maintain
markings until structural steel has been erected.
2. Mark and match-mark materials for field assembly.
3. Complete structural-steel assemblies, including welding of units, before starting
shop-priming operations.
C. Thermal Cutting: Perform thermal cutting by machine to greatest extent possible.
1. Plane thermally cut edges to be welded to comply with requirements in
AWS D1.1/D1.1M.
D. Bolt Holes: Cut, drill, or punch standard bolt holes perpendicular to metal surfaces.
E. Finishing: Accurately finish ends of columns and other members transmitting bearing
loads.
F. Holes: Provide holes required for securing other work to structural steel and for other
work to pass through steel framing members.
1. Cut, drill, or punch holes perpendicular to steel surfaces. Do not thermally cut
bolt holes or enlarge holes by burning.
2. Baseplate Holes: Cut, drill, or punch holes perpendicular to steel surfaces.
3. Weld threaded nuts to framing and other specialty items indicated to receive
other work.
2.5 SHOP CONNECTIONS
A. Weld Connections: Comply with AWS D1.1/D1.1M for tolerances, appearances, welding
procedure specifications, weld quality, and methods used in correcting welding work.
2.6 SHOP PRIMING
A. Shop prime steel surfaces except the following:
1. Surfaces to be field welded.
2. Galvanized surfaces.
B. Shop Primer: Epoxy primer, MPI #108
1. Basis of Design: Sherwin-Williams; Macropoxy 646, fast cure epoxy mastic.
Design Alaska, Inc. 05 12 00 - 4

TANANA CHIEFS CONFERENCE SECTION 05 12 00
RAMPART HEALTH CLINIC STRUCTURAL STEEL FRAMING
RAMPART, ALASKA
C. Surface Preparation: Clean surfaces to be painted. Remove loose rust and mill scale and
spatter, slag, or flux deposits. Prepare surfaces according to the coating manufacturer's
requirements but not less than following specifications and standards:
1. SSPC-SP 3, "Power Tool Cleaning."
D. Priming: Immediately after surface preparation, apply primer according to
manufacturer's written instructions and at rate recommended by SSPC to provide a
minimum dry film thickness of 1.5 mils. Use priming methods that result in full coverage
of joints, corners, edges, and exposed surfaces.
1. Apply 1 coat of shop primer unless noted otherwise.
2. Apply two coats of shop paint to surfaces that are inaccessible after assembly or
erection. Change color of second coat to distinguish it from first.
2.7 FIELD PAINTING
A. Apply finish coating to structural steel to be painted following erection.
B. Field paint the following structural steel:
1. Stair and ramp framing
2. Deck framing, including roof support columns.
C. Shop Primer: Polyurethane, Two-Component
1. Basis of Design: Sherwin-Williams Acrolon 218 HS, B65-650 Series.
2. Color per architectural material schedule.
D. Touchup Priming: Immediately after erection, clean exposed areas where primer is
damaged or missing and paint with the same material as used for shop priming to comply
with SSPC-PA 1 for touching up shop-painted surfaces.
1. Clean and prepare surfaces by SSPC-SP 2 hand-tool cleaning or SSPC-SP 3 power-
tool cleaning.
E. Protect adjacent surfaces and materials not receiving coating from spatter and overspray;
mask if necessary to provide adequate protection.
F. Apply finish paint coatings in accordance with manufacturer's written instructions.
G. Clean surfaces immediately of overspray, splatter, and excess material.
Design Alaska, Inc. 05 12 00 - 5