Addendum 2--RFP-KTHFS-2026-003--Chiloquin Fitness Ctr Expansion--2026-09-29.pdf

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 1

KLAMATH TRIBAL HEALTH & FAMILY SERVICES

3949 S. 6th St.

Klamath Falls, OR 97603

Addendum #2

Project: RFP-KTHFS-2026-003

CHILOQUIN FITNESS CENTER EXPANSION PROJECT

FINAL DATE FOR RFP QUESTIONS:

Thursday, October 1, 2026 @ 12:00 p.m.

SUBMISSION DEADLINE: Wednesday, October 7, 2026

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 2

Table of Contents

Summary…………………………………………………………………………………………………. 3

Addendum 2 Updates……………………………………………………………………………… 5

Toilet, Bath, and Custodial Accessories……………………………………………………. 9

G001 – Cover Sheet Plan Sheet……………………………………………………………….. 13

G003 – Code Plan Sheet………………………………………………………………………….. 14

G006 – Code Summary Plan Sheet………………………………………………………….. 15

AD101 – Demolition Plan and Reflected Ceiling Plan Sheet…………………….. 16

A110 – Dimension Plan Sheet…………………………………………………………………. 17

A111 – Floor Plan Sheet………………………………………………………………………….. 18

A120 – Reflected Ceiling Plan Sheet………………………………………………………… 19

A130 – Roof Plan Sheet…………………………………………………………………………… 20

A200 – Exterior Elevations Plan Sheet…………………………………………………….. 21

A400 – Enlarged Plans Sheet…………………………………………………………………… 22

A401 – Interior Elevations – Restrooms Plan Sheet…………………………………. 23

A500 – Wall Details Plan Sheet……………………………………………………………….. 24

A520 – Roof & Canopy Details Plan Sheet……………………………………………….. 25

S701 – Roof Framing Details Plan Sheet………………………………………………….. 26

M001 – Schedules and Notes Plan Sheet………………………………………………… 27

M100 – First Floor Plan Sheet…………………………………………………………………. 28

E101 – Lighting Plan Sheet……………………………………………………………………… 29

E201 – Power Plan Sheet………………………………………………………………………… 30

E203 – Enlarged Power Plans Sheet………………………………………………………… 31

E401 – Electrical Riser Diagram Plan Sheet……………………………………………… 32

E501 – Electrical Panel Schedules Plan Sheet………………………………………….. 33

C010 – Existing Conditions and Demolition Plan Sheet……………………………. 34

C101 – Erosion and Sediment Control Plan Sheet……………………………………. 35

C201 – Civil Plan Sheet…………………………………………………………………………….. 36

C301 – Grading, Drainage, and Stormwater Plan Sheet……………………………. 37

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 3

SUMMARY

1. PROJECT

1.1 Project Name: RFP-KTHFS-2026-003 – Chiloquin Fitness Center Expansion Project.

1.2 The project consists of the construction of a 20,000+ SF addition to the existing KTHFS

Fitness Center in Chiloquin, Oregon. The project consists of a community room, a workout room, teaching kitchen, a wellness center, a smoothie bar, and additional offices, restrooms, and showers.

2. DESCRIPTION OF ALTERATIONS WORK

2.1 KTHFS will remove the following items before the start of work:

2.1.1 Existing FFE and fitness equipment in existing rooms that are part of the scope of work.

3. WORK BY KTHFS

3.1 Items noted not in contract (NIC) will be supplied and installed by KTHFS before the date of substantial completion. Some items include:

3.1.1 Moveable cabinets.

3.1.2 Furnishings.

3.1.3 Small equipment

3.1.4 Rugs.

3.1.5 Plateware, silverware, glassware, cooking vessels, linens.

3.1.6 Copiers, office supplies

3.2 KTHFS will supply the following for installation by the supplier of the equipment

3.2.1 All furnishings, furniture, and moveable equipment

3.2.2 Exercise equipment, sauna, cold plunge, weights, red light therapy, tables.

3.2.3 Kitchen appliances, ice machine, commercial style dishwasher, coolers and freezers, ranges, etc.

3.2.4 Restroom accessories, dispensers (i.e., soap dispensers, towel dispensers, seat protection dispensers, feminine hygiene dispensers, toilet paper dispensers

3.2.5 Artwork or wall-mounted equipment

3.2.6 Health assessment equipment

3.2.7 If an item is not attached to the structure, KTHFS is providing unless noted otherwise.

4. OWNER OCCUPANCY

4.1 KTHFS intends to continue to occupy adjacent portions of the existing building during the entire construction period. Maintain all exits from the existing facility.

4.2 Cooperate with KTHFS to minimize conflict and to facilitate KTHFS operations.

5. CONTRACTOR USE OF SITE AND PREMISES

5.1 Construction operations: Limited to areas noted on drawings.

5.1.1 Locate and conduct construction activities in ways that limit disturbance to site.

5.2 Arrange use of site and premises to allow:

5.2.1 Owner occupancy.

5.2.2 Work by others.

5.2.3 Work by KTHFS.

5.3 Provide access to and from site as required by law and/or by KTHFS:

5.3.1 Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 4

5.3.2 Do not obstruct roadways, sidewalks, or other public ways.

5.4 Utility outages and shutdown:

5.4.1 Limit disruption of utility services to hours the site is unoccupied.

5.4.2 Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire alarm systems, without seven (7) business day notice to KTHFS and authorities having jurisdiction.

5.4.3 Prevent accidental disruption of utility services or other facilities.

6. WORK SEQUENCE

6.1 Coordinate construction schedule and operations with KTHFS Facilities/Security Director and KTHFS Health Project Manager.

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 5

ADDENDUM NO. 002

TO ALL PLAN HOLDERS:

This Addendum forms a part of the Contract Documents and modifies the original bidding documents released for bid preparation. Please notify everyone concerned as your sub-contractors and suppliers of the issuance and contents of this addendum prior to date of bid opening.

THE FINAL DATE RFP QUESTIONS WILL BE ACCEPTED IS THURSDAY, OCTOBER 1, 2026, AT 12:00 P.M.

QUESTIONS AND CLARIFICATIONS:

Q1: We still need to know if the ATS switch will be a 3-pole or 4-pole unit. Is the neutral switched or not?

A1: Three Pole.

Q2: Can you check with the electrical engineer if a closed transition ATS is needed? We typically only see these in data centers, I believe it may be a carryover specification.

A2: Open Transitions ATS.

Q3: The plans show 600kw, not 500kw. Are the plans going to be updated with an addendum, so everyone is quoting the correct unit?

A3: 600kw Unit.

Q4: It was discovered today that the existing CT/Meter shown to be reused for the new service on sheet E401 will not work because the equipment is only rated for 1,200 amps. The new service is scheduled to be 2,000 amps and cannot be passed through equipment only rated for 1,200 amps. Please review and update the sheet E401 so the gear manufacturers can quote the project.

A4: See revised Sheet E401.

Q5: There is not a site demolition plan. Please provide one identifying removals and limits for existing pavement, sidewalks, curbs, utilities, landscaping, trees, irrigation, and other site improvements.

Identify items to remain, items to relocate, and required restoration.

A5: See civil sheet C010 for extent of work of project. Demolition of items to complete intent of the work. Trees are to be removed within the building footprint and 10’ away from building and exterior amenities.

Q6: Please confirm the base-bid excavation limits and depths, including the recommended 3-foot removal, 5-foot extension beyond the building, and geogrid requirements. How will additional unsuitable material removal or additional geogrid directed during construction be measured and paid?

Can excavated material remain onsite, or is offsite disposal required?

A6: This is in the exhibits; removed material will be on-site disposal. Coordinate with owner.

Q7: Please provide the required excavation and protection details where new work adjoins existing foundations. Clarify responsibility for additional shoring or underpinning if the existing foundation or reinforced fill pad differs from the assumed conditions.

A7: Means and Methods. Contractor’s responsibility to protect existing construction and area outside of scope of work

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 6

Q8: Please identify an approved discharge location for construction dewatering and any treatment or permitting requirements.

A8: Owner confirmed existing settling ponds can be used.

Q9: Please provide the governing Davis-Bacon wage determination and revision, and confirm whether Oregon BOLI rates will also apply. The contractors indicated this was in the documentation supplied by your firm A9: Davis-Bacon wage determination is published; refer to website. Utilize latest wage schedule at the time of bid.

Q10: Please provide a coordinated equipment schedule identifying who furnishes, unloads, installs, connects, and starts up each item. Resolve the overlapping owner-install and contractor-install requirements for kitchen equipment, exhaust hoods, sauna, cold plunge, and fitness equipment. This appears to be vague in the drawings.

A10: Contractor and/or Owner provided items clarified in specifications – 01 10 00 Summary Addendum #2 and 10 28 00 Toilet, Bath and Custodial Accessories Addendum #2. Provided new specification sections for Chiloquin and Beatty.

Q11: Please verify if R-15 or R-10 slab-edge insulation is required?

A11: R-10 vertical insulation.

Q12: Please provide the testing allowance amount referenced in the specifications and identify testing and inspections paid directly by the owner. We'd recommend this be pulled out and inspection company be hired directly by Owner.

A12: Owner will hire a third-party agency for special inspections and testing required during construction. Specification 01 40 00. Section 1.07 Part A. REMOVE: “Payment for cost services will be derived from allowance specified in Section 01 21 00; see Section 01 21 00 and applicable sections for description of services included in allowance.”

SPECIFICATIONS:

Reference: Description:

Section 01 10 00 Summary Addendum #2 (REPLACED) Section 10 28 00 Toilet, Bath and Custodial Accessories Addendum #2 (REPLACED)

DRAWINGS:

G001 Cover Sheet Drawing Index revised to show added Sheet E203.

G003 Code Plan Exit signage quantity and location coordinated with electrical lighting plan.

G006 Code Summary Slab vertical insulation R-value has been revised to be R-10.

Drinking Fountain/Bottle Filler provided quantity revised to coordinate with plumbing plans.

AD101 Demolition Plan and Reflected Ceiling Plan

Keynote 3 has been added.

A110 Dimension Plan Dimensions added for the entry canopy columns.

A111 Floor Plan Detail Bubble C2/A500 has been added.

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 7

A120 Reflected Ceiling Plan Keynotes 2-7 have been added into the legend and the plan.

Two Big Ass Fans have been added into the Main Workout Room.

Lighting fixtures have been added into the Main Workout Space and Mechanical room to coordinate with the electrical lighting plan.

Exterior wall sconces have been added to coordinate with the electrical lighting plan.

Metal soffit panels have been added at all roof overhangs and at the entry canopy.

Ceiling height in Health Assessment has been revised to be 9’-0”.

A130 Roof Plan Keynotes 2-6 have been added into the legend and the plan.

Locations of rooftop mechanical equipment has been added to coordinate with mechanical plans.

Addition of new TPO roofing membrane has been added for custom canopy at northern entrance.

A200 Exterior Elevations Keynote 12 has been added to call out pre-finished metal fascia at all roof eaves and rakes.

Elevation tags have been revised to clarify top of bearing heights for roof framing.

A400 Enlarged Plans Elevation tag references have been revised.

A401 Interior Elevations – Restrooms

All interior elevations have been revised to add in keynotes for plumbing fixtures and restroom accessories.

A500 Wall Details Details B2 and C2 have been added to show the seismic joint conditions.

Details D2 and D1 have been renumbered.

A520 Roof & Canopy Details Details A3 and B3 have been revised to call out the pre-finished metal fascias, the 1x furring at the metal panel soffits, and the sealant and backer rods.

Outlooker framing sizing has been revised to coordinate with structural.

S701 Roof Framing Details Outlooker framing size clarified in Detail 10.

M001 Schedules & Notes Added gym fans to schedule.

M100 First Floor Plan Added gym fans to floor plan.

E101 Lighting Plan Revised exit signage to coordinate with architectural life safety plan.

Revised teaching kitchen lighting to match architectural RCP.

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 8

E201 Power Plan Added power to gym fans.

Added enlarged plan callouts for teaching kitchen and smoothie kitchen.

Revised notes to reflect new 2000A rated CT cabinet.

E203 Enlarged Power Plans Added new sheet to show enlarged teaching kitchen and smoothie kitchen.

Rearranged power to best serve equipment listed on architectural plans.

E401 Electrical Riser Diagram Revised LRP:5 to be 300A and fed with 300A feeder.

Revised notes to reflect new 2000A rated CT cabinet.

E501 Electrical Panel Schedules Revised LRP:5 to be 300A and red from 300A breaker in DP.

Revised circuit descriptions and numbers to coordinate with updated floor plans.

C010 Existing Conditions and Demolition Plan

Small sidewalk patch north of existing building to be removed.

General note added to protect existing structures and sidewalk that is not called out to be removed.

C101 Erosion and Sediment Control Plan

Additional line of sediment fence added around existing pond area.

Note added for dewatering and returning existing pond area to pre-development conditions after project is completed.

Existing demo sidewalk removed from sheet.

C201 Civil Site Plan Roof outline and sidewalk updated to align with architect base files.

Existing sidewalk demo removed from sheet.

C301 Grading, Drainage, and Stormwater Plan

Existing demo sidewalk removed from sheet.

Grading updated to reflect updated site plan.

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 9

SECTION 102800 – TOILET, BATH, AND CUSTODIAL ACCESSORIES

1. PART 1 – GENERAL

1.1. Section includes:

1.1.1. Commercial toilet accessories.

1.1.1.1. Contractor provided, contractor installed.

1.1.1.2. KTHFS provided, supplier installed.

1.1.1.2.1. Contractor – Provide backing in walls and required to install accessories.

1.1.2. Under-lavatory pipe supply covers.

1.1.3. Accessories for toilet rooms, showers, and utility rooms.

1.1.4. Diaper changing stations.

1.1.5. Utility room accessories.

1.2. Related requirements

1.2.1. Section 06 1000 - Rough Carpentry: Concealed supports for accessories, including in-wall framing and plates.

1.2.2. Section 102113.19 - Plastic Toilet Compartments.

1.2.3. Section 224000 - Plumbing Fixtures: Under-lavatory pipe and supply covers.

1.3. Reference standards

1.3.1. ADA Standards - 2010 ADA Standards for Accessible Design; 2010.

1.3.2. ASTM A269/A269M - Standard Specification for Seamless and Welded Austenitic

Stainless-Steel Tubing for General Service; 2025.

1.3.3. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or

Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2025a.

1.3.4. ASTM A666/A666M - Standard Specification for Annealed or Cold-Worked Austenitic

Stainless-Steel Sheet, Strip, Plate, and Flat Bar; 2024.

1.3.5. ASTM B456 - Standard Specification for Electrodeposited Coatings of Copper Plus Nickel

Plus Chromium and Nickel Plus Chromium; 2017 (Reapproved 2022).

1.3.6. ASTM C1036 - Standard Specification for Flat Glass; 2025.

1.3.7. ASTM C1048 - Standard Specification for Heat-Strengthened and Fully Tempered Flat

Glass; 2025.

1.3.8. ASTM C1503 - Standard Specification for Silvered Flat Glass Mirror; 2024.

1.3.9. ASTM F2285 - Standard Consumer Safety Performance Specification for Diaper Changing

Tables for Commercial Use; 2022.

1.4. Administrative requirements

1.4.1. Coordinate the work with the placement of internal wall reinforcement, concealed ceiling supports, and reinforcement of toilet partitions to receive anchor attachments.

1.5. Submittals

1.5.1. See RFP-KTHFS-2026-003—Chiloquin Fitness Center Expansion RFP Packet, for submittal procedures.

1.5.2. Product Data: Submit data on accessories describing size, finish, details of function, and attachment methods.

1.5.3. Samples: Submit one sample of each accessory, illustrating color and finish.

1.5.4. Manufacturers’ Installation Instructions: Indicate special procedures and conditions requiring special attention.

2. PART 2 – PRODUCTS

2.1. Manufacturers

2.1.1. Basis of Design: Bobrick.

2.1.2. Basis of Design: Kimberly Clark - KTHFS supplier provided accessories.

2.1.3. Commercial Toilet, Shower, and Bath Accessories:

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 10

2.1.3.1. ASI - American Specialties, Inc: www.americanspecialties.com.

2.1.3.2. Bradley Corporation: www.bradleycorp.com.

2.1.4. Contractor Furnished / Contractor Installed Accessories:

2.1.4.1. Grab Bars

2.1.4.2. Mirrors

2.1.4.3. Towel Bars

2.1.4.4. Shower curtain Bar

2.1.4.5. Baby Changers

2.1.4.6. Hooks

2.1.4.7. Recessed Wastebasket

2.1.4.8. Provide products of each category type by single manufacturer.

2.1.5. KTHFS Furnished; Supplier Installed Accessories:

2.1.5.1. Toilet paper dispensers

2.1.5.2. Paper Towel Dispenser

2.1.5.3. Soap Dispensers

2.1.5.4. Toilet Seat Cover Dispensers

2.1.5.5. Feminine Hygiene Dispenser

2.2. Materials

2.2.1. Accessories – General: Shop assembled, free of dents and scratches and packaged complete with anchors and fittings, steel anchor plates, adapters, and anchor components for installation.

2.2.2. Keys: Provide three (3) keys for each accessory to Owner; master key lockable accessories.

2.2.3. Stainless Steel Sheet: ASTM A666/A666M, Type 304.

2.2.4. Stainless Steel Tubing: ASTM A269/A269M, Grade TP304 or TP316.

2.2.5. Galvanized Sheet Steel: Hot-dipped galvanized steel sheet, ASTM A653/A653M, with

G90/Z275 coating.

2.2.6. Mirror Glass: Tempered safety glass, ASTM C1048; and ASTM C1036 Type I, Class 1, Quality Q2, with silvering as required.

2.2.7. Adhesive: Contact type, waterproof.

2.2.8. Fasteners, Screws, and Bolts: Hot dip galvanized; tamper-proof; security type.

2.3. Finishes

2.3.1. Stainless Steel: Satin finish, unless otherwise noted.

2.3.2. Chrome/Nickel Plating: ASTM B456, SC 2, polished finish, unless otherwise noted.

2.3.3. Shop Primed Ferrous Metals: Pretreat and clean, spray apply one coat primer and bake.

2.3.4. Back paint components where contact is made with building finishes to prevent electrolysis.

2.4. Commercial Toilet Accessories

2.4.1. Waste Receptacle: Recessed, stainless steel, seamless lower door for access to container, with tumbler lock, reinforced panel full height of door, continuously welded bottom pan and seamless exposed flanges.

2.4.1.1. Liner: Removable seamless stainless-steel receptacle.

2.4.1.2. Minimum capacity: 12 gallons (45 liters).

2.4.1.3. Contractor provided, contractor installed.

2.4.1.4. Products:

2.4.1.4.1. Bobrink #B-3644

2.4.2. Mirrors: Stainless steel framed, 1/4 inch (6 mm) thick annealed float glass; ASTM C1036.

2.4.2.1. Tempered safety glass: Silvering, protective and physical characteristics in compliance with ASTM C1503.

2.4.2.2. Size: As indicated on drawings.

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 11

2.4.2.3. Frame: 0.05-inch (1.3 mm) channel shapes, with mitered and welded and ground corners, and tamperproof hanging system; No. 4 finish.

2.4.2.4. Backing: Full mirror sized, minimum 0.03 inch (0.8 mm) galvanized steel sheet and nonabsorptive filler material.

2.4.2.5. Shelf: Stainless steel gauge and finish to match mirror frame, turned down edges, welded to frame; 5 inches (125 mm) deep, full width of mirror.

2.4.2.6. Product: B-165 manufactured by Bobrick.

2.4.2.7. Contractor provided, contractor installed.

2.4.3. Grab Bars: Stainless steel, smooth surface.

2.4.3.1. Standard Duty Grab Bars

2.4.3.1.1. Push and Pull Point Load Minimum 250 lbf (1112N).

2.4.3.1.2. Dimensions: 1-1/2 inch (38 mm) outside diameter, minimum 18-gauge,

0.05 inch (1.02 mm) steel thickness, exposed flange mounting, 1-1/2 inch (38 mm) clearance between wall and inside of grab bar.

2.4.3.1.3. Finish: Satin

2.4.3.1.4. Length and Configuration: As indicated on drawings.

2.4.3.1.5. Contractor provided, contractor installed.

2.4.3.1.6. Products: B-5806 Series Grab Bar by Bobrick.

2.4.4. Sanitary Napkin Disposal Unit: Stainless steel surface-mounted, self-closing door, locking bottom panel with full length stainless steel piano-type hinge, removable receptacle.

2.4.4.1. Product: B-254 manufactured by Bobrick.

2.4.4.2. Provide one in each restroom stall.

2.4.4.3. Contractor provided, contractor installed.

2.5. Shower Accessories

2.5.1. Shower Curtain Rod: Stainless steel tube, 1 inch (25 mm) outside diameter, 0.04 inch

(1.0 mm) wall thickness, satin finished, with 3 inch (75 mm) outside diameter, minimum

0.04 inch (1.0 mm) thick satin-finished stainless steel flanges, for installation with exposed fasteners.

2.5.1.1. Product: B-6107 x 36 manufactured by Bobrick.

2.5.1.2. Contractor provided, contractor installed.

2.5.2. Shower Curtain: Material – Manufacturer standard, machine washable, stain and mildew-resistant, with mesh band at ceiling, NFPA 701 Compliant.

2.5.2.1. Size: No less than 10% wider than track length.

2.5.2.1.1. Finish bottom hem no less than 10 inches above the floor length.

2.5.2.2. Grommets: Stainless steel; pierced through top hem on 6 inch (150 mm) centers.

2.5.2.3. Color: As selected from manufacturer’s standard colors.

2.5.2.4. Shower Curtain Hoods: Chrome-plated or stainless steel spring wire designed for snap closure.

2.5.2.5. Contractor provided, contractor installed.

2.5.3. Folding Shower Seat: Wall-mounted surface; welded tubular seat frame, structural support members, swing-down legs, hinges, and mechanical fasteners of Type 304 stainless steel, L-shaped right-hand seat.

2.5.3.1. Seat: Phenolic or polymeric composite one-piece seat or seat slats, of white color.

2.5.3.2. Size: ADA Standards compliant.

2.5.3.3. Basis of Design Product: B-918116 manufactured by Bobrick.

2.5.3.4. Contractor provided, contractor installed.

2.5.4. Towel Bar: Stainless steel, 1 inch (2.5 mm) round tubular bar; brackets, concealed attachment, satin finish.

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 12

2.5.4.1. Length: 24 inches (610 mm).

2.5.4.2. Provide one per shower room

2.5.4.3. Products: B-530 Series by Bobrick

2.5.4.4. Contractor provided, contractor installed.

2.5.5. Robe Hook: Heavy-duty stainless steel, single-prong, rectangular-shaped bracket and backplate for concealed attachment, satin finish.

2.5.5.1. Product: B-671 manufactured by Bobrick.

2.5.5.2. Provide two (2) per shower room.

2.5.5.3. Contractor provided, contractor installed.

2.6. Under-Lavatory Pipe and Supply Covers

2.6.1. Specified in 224000 - Plumbing Fixtures.

2.7. Diaper Changing Stations

2.7.1. Diaper Changing Station: Wall-mounted folding diaper changing station for use in commercial toilet facilities, meeting or exceeding ASTM F2285.

2.7.1.1. Material: Stainless steel.

2.7.1.2. Mounting: Recessed.

2.7.1.3. Interior Color: Gray.

2.7.1.4. Minimum Rated Load: 50 pounds (22.6 kg).

2.7.1.5. Products: Bobrick, Koala Kare: KB310-SSWM

2.7.1.6. Contractor provided, contractor installed.

2.8. Utility Room Accessories

2.8.1. Mop and Broom Holder: 0.05 inch (1.3 mm) thick stainless steel, Type 304, hat-shaped channel.

2.8.1.1. Holders: Three spring-loaded rubber cam holders.

2.8.1.2. Length: 24 inches (609.6 mm) .

2.8.1.3. Product: B-233 x 24 manufactured by Bobrick.

2.8.1.4. Contractor provided, contractor installed.

3. PART 3 – EXECUTION

3.1. Examination

3.1.1. Verify existing conditions before starting work.

3.1.2. Verify exact location of accessories for installation.

3.1.3. Verify that field measurements are as indicated on drawings.

3.2. Preparation

3.2.1. Deliver inserts and rough-in frames to site for timely installation.

3.2.2. Provide templates and rough-in measurements as required.

3.3. Installation

3.3.1. Install accessories in accordance with manufacturers' instructions in locations indicated on drawings.

3.3.2. Install plumb and level, securely and rigidly anchored to substrate.

3.3.3. Mounting Heights: As required by accessibility regulations, unless otherwise indicated.

3.4. Protection

3.4.1. Protect installed accessories from damage due to subsequent construction operations.

AHJ STAMP COPYRIGHT 2026

STEELE ASSOCIATES ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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ADDITION

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GENERAL

G001 COVER SHEET

G002 GENERAL NOTES LEGENDS ABBREVIATIONS

G003 CODE PLAN

G004 ADA REQUIREMENTS

G005 ADA REQUIREMENTS

G006 CODE SUMMARY

CIVIL

C001 GENERAL CIVIL NOTES AND LEGEND

C010 EXISTING CONDITIONS AND DEMOLITION PLAN

C101 PRELIMINARY EROSION AND SEDIMENT CONTROL PLAN

C201 PRILIMINARY CIVIL SITE PLAN

C301 PRELIMINARY GRADING, DRAINAGE AND STORMWATER PLAN

C401 DETAILS

C402 DETAILS

ARCHITECTURE

AS101 ARCHITECTURAL SITE PLAN

AD101 DEMOLITION PLAN AND REFLECT CEILING PLAN

A010 ASSEMBLY TYPES

A110 DIMENSION PLAN

A111 FLOOR PLAN

A120 REFLECTED CEILING PLAN

A130 ROOF PLAN

A200 EXTERIOR ELEVATIONS

A300 BUILDING SECTIONS

A310 WALL SECTIONS

A311 WALL SECTIONS

A312 WALL SECTIONS

A400 ENLARGED PLANS

A401 INTERIOR ELEVATIONS - RESTROOMS

A410 INTERIOR ELEVATIONS

A500 WALL DETAILS

A520 ROOF & CANOPY DETAILS

A530 CEILING DETAILS

A580 DOOR DETAILS

A590 WINDOW DETAILS

A601 DOOR AND WINDOW SCHEDULE & LEGEND

INTERIOR DESIGN

ID101 FINISH SCHEDULE

ID102 LEVEL 1 - FINISH PLAN

STRUCTURAL

S000 COVER SHEET

S001 GENERAL STRUCTURAL NOTES

S002 GENERAL STRUCTURAL NOTES

S003 SPECIAL INSPECTION

S004 SCHEDULES

S101 FOUNDATION PLAN

S140 ROOF FRAMING PLAN

S501 FOUNDATION DETAILS

S502 FOUNDATION DETAILS

S701 ROOF FRAMING DETAILS

S702 ROOF FRAMING DETAILS

S801 STANDARD SHEAR WALL

PLUMBING

P001 SCHEDULES & NOTES

P100 FIRST FLOOR PLAN - SANITARY

P200 FIRST FLOOR PLAN - DOMESTIC

MECHANICAL

M001 SCHEDULES & NOTES

M100 FIRST FLOOR PLAN

M101 ROOF PLAN

ELECTRICAL

E001 ELECTRICAL LEGEND AND SCHEDULES

E101 LIGHTING PLAN

E201 POWER PLAN

E202 ROOF POWER PLAN

E203 ENLARGED POWER PLANS

E301 SYSTEMS PLAN

E401 ELECTRICAL RISER DIAGRAM

E501 ELECTRICAL PANEL SCHEDULES

E601 ELECTRICAL DETAILS

E602 ELECTRICAL DETAILS

DRAWING INDEX

Contact:

Phone:

Email:

Architect Steele Associates Architects, LLC

Chris Thome

(503) 363-9867 cthome@steele-arch.com

2738 NW Potts Court, Suite 110 Bend, OR 97703

Contact:

Phone:

Email:

Client Klamath Tribal Health

Jerry Mellentine

(541) 882-1487 gamellentine@klamathtribalhealth.org

3949 South Sixth Street Klamath Falls, OR 97603

Contact:

Phone:

Email:

Civil Engineer AKS Engineering & Forestry, LLC

Jon Page

(541) 317-8429 pagej@aks-eng.com

2777 NW Lolo Dr., Ste 150 Bend, OR 97703

VICINITY MAP

PROJECT RENDERING

PROJECT DESCRIPTION:

DELEGATED DESIGN:

TAX MAP LOCATION/DESCRIPTION: Klamth County Tax Map 340734CC / Tax Lot 200

LOT SIZE: 8.22 ACRES

GROSS AREA: 35,471 SF (20,319 SF ADDITION TO A 15,152 SF EXISTING BUILDING)

SINGLE STORY - B / A3 OCCUPANCY FITNESS CENTER

FIRE SPRINKLER & ALARM

REDBUILT TRUSS DESIGN

LANDSCAPE AND IRRIGATION

Contact:

Phone:

Email:

Structural Engineer Froelich Engineers

Michael Peterson

(541) 383-1828 mpeterson@froelich-engineers.com

745 NW Mt. Washington Drive, Suite 204 Bend, OR 97703

Contact:

Phone:

Email:

Mechanical Engineer CEA Consulting Engineers

Ethan Mansfield

(541) 318-0404 ethanm@cea-engineering.com

1345 NW Wall, Suite 101 Bend, OR 97701

Contact:

Phone:

Email:

Electrical Engineer CEA Consulting Engineers

Kennedy Davidson

(541) 318-0404 kennedy@cea-engineering.com

1345 NW Wall, Suite 101 Bend, OR, 97701

PROJECT TEAM

PROJECT LOCATION

Contact:

Phone:

Email:

Plumbing Engineer CEA Consulting Engineers

Ethan Mansfield

(541) 318-0404 ethanm@cea-engineering.com

1345 NW Wall, Suite 101 Bend, OR, 97701

Contact:

Phone:

Email:

Geotechnical Engineer Wallace Group, Inc.

Adam Larson

(541) 280-5439 alarson@wallacegroup-inc.com

62915 NE 18th Street, Suite 1 Bend, OR, 97701

REV. DATE DESCRIPTION

1 09/25/2026 BIDDING ADDENDUM #2

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 13

AREA LEGEND

ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM

ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED

BUSINESS AREAS

EXERCISE ROOM

161 SF

B. OCC.

2 OCC.

HEALTH ASSESS.

76 SF

ACCESSORY

1 OCC.

KITCHEN STORAGE

92 SF

B. OCC.

1 OCC.

RED LIGHT

115 SF

B. OCC.

1 OCC.

MASSAGE

116 SF

B. OCC.

1 OCC.

CHIRO OFFICE

814 SF

B. OCC.

6 OCC.

TEACHING KITCHEN

174 SF

B. OCC.

2 OCC.

SMOOTHIE CAFE

84 SF

B. OCC.

1 OCC.

SHOWER

83 SF

B. OCC.

1 OCC.

SHOWER

68 SF

B. OCC.

1 OCC.

ADA RR

66 SF

B. OCC.

1 OCC.

ADA RR

65 SF

B. OCC.

1 OCC.

ADA RR

67 SF

B. OCC.

1 OCC.

ADA RR

201 SF

B. OCC.

2 OCC.

SAUNA / COLD PLUNGE

82 SF

ACCESSORY

1 OCC.

STORAGE

184 SF

B. OCC.

2 OCC.

PHYSICAL THERAPY

447 SF

4 OCC.

LOUNGE

103 SF

B. OCC.

1 OCC.

REGISTERED DIETITIAN OFFICE

99 SF

B. OCC.

1 OCC.

OFFICE

99 SF

B. OCC.

1 OCC.

OFFICE

97 SF

B. OCC.

1 OCC.

OFFICE

291 SF

ACCESSORY

1 OCC.

STUDIO STORAGE

1,154 SF

A-3

24 OCC.

FITNESS STUDIO

544 SF

ACCESSORY

2 OCC.

COMMUNITY ROOM STORAGE

4,421 SF

A-3

89 OCC.

MAIN WORKOUT SPACE

250 SF

B. OCC.

2 OCC.

TRAINERS

4,625 SF

A-3, UNCONCENTRATED

309 OCC.

COMMUNITY ROOM

248 SF

B. OCC.

2 OCC.

VESTIBULE

444 SF

ACCESSORY

2 OCC.

FITNESS STORAGE

693 SF

B OCC.

5 OCC.

LOBBY

212 SF

B OCC.

2 OCC.

WOMEN'S RR

214 SF

B OCC.

2 OCC.

MEN'S RR

477 SF

ACCESSORY

2 OCC.

MECH

427 SF

B. OCC.

3 OCC.

HALL

192 SF

ACCESSORY

2 OCC.

FACILITY STORAGE

94 SF

B. OCC.

1 OCC.

FACILITY MANAGER OFFICE

95 SF

B. OCC.

1 OCC.

I.T. OFFICE

134 SF

B. OCC.

1 OCC.

I.T.

357 SF

B. OCC.

3 OCC.

WELLNESS

1,270 SF

B. OCC.

9 OCC.

HALL

BU

IL

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L

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: 2

' 8

EXIT SEPAR

ATIO

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T.D. = 194' 10"

T.

D

6'

1"

T.D. = 74' 8"

T.

D

' 1

GENERAL NOTES:

A.

B.

C.

D.

SEE SHEET G002 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.

SEE TITLE SHEET FOR DRAWING INDEX.

DO NOT SCALE DRAWINGS.

CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

CONDITIONS BEFORE BEGINNING WORK, AND SHALL REPORT TO THE

ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS BEFORE

BEGINNING WORK. SEE GENERAL NOTES AND SPECIFICATIONS.

2 HR FIREWALL

TRAVEL DISTANCE

AHJ STAMP COPYRIGHT 2026

STEELE ASSOCIATES ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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1/8" = 1'-0"E6 LEVEL 1 - OCCUPANCY DIAGRAM

LEGEND:

SCALE : 1/8" = 1'-0"

0' 4' 8' 16' 24'2'

OCCUPANCY CALCULATION

NUMBER NAME FUNCTION OF SPACE AREA

FLOOR AREA

SF PER

OCCUPANT OCCUPANTS

ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM

116 KITCHEN

STORAGE

ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM

76 SF 300 SF 1

114 STORAGE ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM

82 SF 300 SF 1

133 STUDIO

STORAGE

ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM

291 SF 300 SF 1

129 COMMUNITY

ROOM

STORAGE

ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM

544 SF 300 SF 2

102 FITNESS

STORAGE

ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM

444 SF 300 SF 2

105 MECH ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM

477 SF 300 SF 2

133 FACILITY

STORAGE

ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM

192 SF 300 SF 1

ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED

108 COMMUNITY

ROOM

ASSEMBLY W/O FIXED

SEATS -

UNCONCENTRATED

4,625 SF 15 SF 309

BUSINESS AREAS

120 HEALTH

ASSESS.

BUSINESS AREAS 161 SF 150 SF 2

113 RED LIGHT BUSINESS AREAS 92 SF 150 SF 1

110 MASSAGE BUSINESS AREAS 115 SF 150 SF 1

109 CHIRO OFFICE BUSINESS AREAS 116 SF 150 SF 1

119 TEACHING

KITCHEN

BUSINESS AREAS 814 SF 150 SF 6

125 SMOOTHIE

CAFE

BUSINESS AREAS 174 SF 150 SF 2

126 SHOWER BUSINESS AREAS 84 SF 150 SF 1

127 SHOWER BUSINESS AREAS 83 SF 150 SF 1

122 ADA RR BUSINESS AREAS 68 SF 150 SF 1

121 ADA RR BUSINESS AREAS 66 SF 150 SF 1

117 ADA RR BUSINESS AREAS 65 SF 150 SF 1

118 ADA RR BUSINESS AREAS 67 SF 150 SF 1

115 SAUNA / COLD

PLUNGE

BUSINESS AREAS 201 SF 150 SF 2

112 PHYSICAL

THERAPY

BUSINESS AREAS 184 SF 150 SF 2

124 LOUNGE BUSINESS AREAS 447 SF 150 SF 3

128 REGISTERED

DIETITIAN

OFFICE

BUSINESS AREAS 103 SF 150 SF 1

112 OFFICE BUSINESS AREAS 99 SF 150 SF 1

131 OFFICE BUSINESS AREAS 99 SF 150 SF 1

132 OFFICE BUSINESS AREAS 97 SF 150 SF 1

106 TRAINERS BUSINESS AREAS 250 SF 150 SF 2

101 VESTIBULE BUSINESS AREAS 248 SF 150 SF 2

100 LOBBY BUSINESS AREAS 693 SF 150 SF 5

103 WOMEN'S RR BUSINESS AREAS 212 SF 150 SF 2

104 MEN'S RR BUSINESS AREAS 214 SF 150 SF 2

169 HALL BUSINESS AREAS 427 SF 150 SF 3

134 FACILITY

MANAGER

OFFICE

BUSINESS AREAS 94 SF 150 SF 1

136 I.T. OFFICE BUSINESS AREAS 95 SF 150 SF 1

137 I.T. BUSINESS AREAS 134 SF 150 SF 1

111 WELLNESS BUSINESS AREAS 357 SF 150 SF 3

123 HALL BUSINESS AREAS 1,270 SF 150 SF 9

EXERCISE ROOM

130 FITNESS

STUDIO

EXERCISE ROOM 1,154 SF 50 SF 24

107 MAIN

WORKOUT

SPACE

EXERCISE ROOM 4,421 SF 50 SF 89

REV. DATE DESCRIPTION

1 09/25/2026 BIDDING ADDENDUM #2

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 14

USE

OCCUPANCY

MLOAD M RATIO

WATER CLOSETS LAVATORIES FOUNTAIN

F RATIO F

SUBTOTAL

PROVIDED

MRATIO F

3.34 2.652.65

REQUIRED 4 6 3

RATIO

STORAGE/

MECH/EQUIP 11 6 5 1/100 0.06

2 + 2

BOTTLE

FILLERS

-1/100 -0.6

5+ 2cd 7c 5c5c

1/100 a.

b.

c.

d.

ONE WATER CLOSET REQUIRED PER 25 OCCUPANTS FOR THE FIRST 50 OCCUPANTS.

ONE LAVATORY REQUIRED PER 40 OCCUPANTS FOR THE FIRST 80 OCCUPANTS.

SOME RESTROOMS ARE GENDER NEUTRAL. THOSE QUANTITIES DIVIDED EQUALLY FOR GENDER COUNTS.

WHERE SEPARATE FACILITIES ARE PROVIDED BY GENDER, URINALS MAY BE SUBSTITUTED FOR UP TO 67% OF

THE REQUIRED WATER CLOSETS FOR MALES IN EACH MALE BATHROOM OR TOILET ROOM.

0.05 1/100 0.5

5.03

RATIO TOTAL

SHOWER

2 ADA

TOTAL

ASSEMBLY 460 230 230 1/125 1.84 11/200 1/

FLOOR1.151/65 3.54 1/200 1.15 -

BUSINESS 72 36 36 1/25a

1/50 1.44 -1/40b

1/80 -0.901/25a

1/50 1.44 1/40b

1/80 0.90 -

AHJ STAMP COPYRIGHT 2026

STEELE ASSOCIATES ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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Applicable Codes:

2025 Oregon Structural Specialty Code (OSSC) 2025 Oregon Mechanical Specialty Code (OSMC) 2023 Oregon Electrical Specialty Code (OESC) 2023 Oregon Plumbing Specialty Code (OPSC) 2017 ICC A117.1 Accessible and Usable Buildings and Facilities 2025 Oregon Fire Code 2024 Oregon Energy Efficiency Specialty Code (ASHRAE 90.01-2022)

Summary:

Occupancy Group: B (BUSINESS) and A-3 (Community Room and Fitness Center) Construction Type: V-B Risk Category: III Sprinklers: Yes Fire Alarm: Yes

Project Description:

20,319 SF Addition to a 15,152 SF fitness center. Total SF: 35,471 SF

Chapter 3 Occupancy Classification Section 304 - Business, Group B Section 303.4 - Assembly, Group A-3

Chapter 5 General Building Heights & Areas Table 504.3 - Allowable Building Height above grade plane

Occupancy Classification B - VB Construction - Sprinklered - max 60 feet in height Occupancy Classification A-3 - VB Construction - Sprinklered - max 60 feet in height

Table 504.4 - Allowable Number of Stories above grade plane Occupany Classification B - VB Constuction - Sprinklered - max 3 stories Occupany Classification A-3 - VB Constuction - Sprinklered - max 2 stories

Table 506.2 - Allowable Area Occupancy Classification B - VB Construction - Sprinklered max. 36,000 SF Occupancy Classification A-3 - VB Construction - Sprinklered max. 24,000 SF

506.3 - Frontage increase: Every building shall adjoin or have access to a public way to receive an area factor increase based on frontage. Area factor increase shall be determined in accordance with Sections 506.3.1 through 506.3.3.

Area Frontage Calculations:

Total building perimeter (Expansion & Existing) = 403 Linear Feet Percentage of building perimeter having min 20' public way or open space = 100% Frontage Increase Factor (75%-100% of building perimeter is 30'+ distance) = 0.75 Allowable Area = 36,000 SF + (9,000 x 0.75= 6,750 SF) = 42,750 SF (B Occupancy)

24,000 SF + (6,000 x 0.75= 4,500 SF) = 28,500 SF (A-3/A-4 Occupancy)

Existing Building GSF (15,152 SF) + Proposed Expansion GSF (20,319 SF)

508.3.3 - Allowable building area, height, and number of stories: The allowable building area, height, and number of stories of the building shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building.

Table 508.4 - Required Separation of Occupancies A-3 Occupancy to B Occupancy = 2 Hour (w/Fire Sprinklers)

Addition + Existing B Occupancy = 11,109 SF (Addition) and 4,944 (Existing) A-3 Occupancy = 9,210 SF (Addition) A-4 Occupancy = 10,208 (Existing)

Separated Occupancies: Total Building

B Occupancy: 16,053 SF / 42,750 SF = 0.38 A-3/A-4 Occupancy: 19,418 SF / 28,500 = 0.68

0.38 + 0.68 = 1.06 > 1 (2 Hour Fire Wall Spearation required)

Chapter 6 Types of Construction -

602.5 - Construction Type V-B: any materials, non-rated assemblies Table 601 - Fire-Resistance Rating Requirements for Building Elements

Structural frame - 0-hr Bearing walls, exterior - 0-hr Bearing walls, interior - 0-hr Non-bearing walls and partitions, interior - 0-hr Floor construction and secondary members - 0-hr Roof construction - 0-hr

Chapter 7 Fire and Smoke Protection Features

705.2 Minimum Distance of Projections

FSD (feet) Minimum Distance from FSD line 0 to less than 2 Projections not permitted 2 to less than 3 24" 3 to less than 5 24" + 8" for every foot of FSD beyond 3' or fraction thereof 5 or greater 40"

The building is greater than 10'-0" from the FSD line. All projections are more than 40" away from the FSD line.

Table 705.5 - Fire-Resistance Rating for Exterior Walls based on FSD B/ A3 Occupancy Separation < 5' 2-hr Separation >5' and <10' 1-hr Separation >10' and < 30' 0-hr All walls are >10' and <30' from property boundary, no rating required.

705.8 Openings

West Facade - >30' FSD East Facade - >30' FSD North Facade - >10' FSD South Facade - >10' FSD

706 Fire Walls

706.4 Fire Resistance Rating

A-3 to B/A-4: 3 Hours *In Type II and Type V Construction, walls shall be permitted to have a 2 hour fire resistance rating.

706.5 Horizontal Continuity

Exception:

2. Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing, exterior siding or other noncombustible exterior finishes provided that the sheathing, siding or other exterior noncombustible finish extends a horizontal distance of not less than

4 feet (1220 mm) on both sides of the fire wall.

706.6 Vertical Continuity

Exception:

4. In buildings of Types III, IV and V construction, walls shall be permitted to terminate at the underside of combustible roof sheathing or decks, provided that all of the following requirements are met:

4.1. Roof openings are not less than 4 feet (1220 mm) from the fire wall.

4.2. The roof is covered with a minimum Class B roof covering.

4.3. The roof sheathing or deck is constructed of fire-retardant-treated wood for a distance of 4 feet (1220 mm) on both sides of the wall or the roof is protected with 5/g-inch (15.9 mm) Type X gypsum board directly beneath the underside of the roof sheathing or deck, supported by not less than 2-inch (51mm) nominal ledgers attached to the sides of the roof framing members for a distance of not less than 4 feet (1220 mm) on both sides of the fire wall.

716 - Opening Protectives 2 hour fire wall shall have door protectinos of 90 min. (Table 716.1) Foor vision panel size - 100 sq. in.

Window frames and glazing shall have 120 minute rating (Table 716.1(3))

718.2 - Fireblocking

718.2.2. - Fireblocking shall be provided in concealed spaces of stud walls, horizontally at intervals not exceeding 10 feet.

1010 - Doors

1010.1.1.1 - Projections into clear width. There shall not be projections into the required clear width lower than 34 inches above the floor or ground. Projections into the clear opening width between 34 inches and 80 inches above the floor or ground shall not exceed 4 inches.

1010.1.3 - The opening force for interior side-swing doors without closers shall not exceed a 5 lb force.

For other side-swing, sliding and folding doors, the door latch shall release when subjected to a 15 lb force. The door shall be set in motion when subjected to a 30 lb force. The door shall swing to a full-open position when subjected to a 15 lb force. Forces shall be applied to the latch side.

1010.1.5 - Level landings are required on both sides of all doors. Such floor or landing shall be at the same elevations on each side of the door. Exterior landings may slope 0.25:12 (1/4” per foot).

1010.1.6 - Landings at doors. Landings shall have a width not less than the width of the stairway or the door, whichever is greater. Doors in the fully open position shall not reduce a required dimension by more than 7 inches.

1010.1.7 - Thresholds. Thresholds at door ways shall not exceed… 0.5 inch… Raised thresholds and floor level changes greater than 0.25 inch at doorways shall be beveled with a slope not greater than one unit vertical in 2 units horizontal.

1008 - Means of Egress Illumination

1008.2.1 - not less than 1-foot-candle at floor at all times the building is occupied.

1008.3.2 - In the event of power supply failure in building that require two or more means of egress, an emergency electrical system shall automatically illuminate: Exit Passageways, Vestibule and areas on the level of discharged used for exit dicharge

1013 - Exit Signs

1013.1 - Where required. …Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants.

1013.3 - Illumination. Exit signs shall be internally or externally illuminated. Tactile signs need not be illuminated.

1013.4 - Tactile exit signs. …complying with ICC A117.1 shall be provided adjacent to each door to … the exit discharge.

1013.5 - Internally illuminated exit signs. …Installed in accordance with the manufacturer's instructions and Section 2702. Exit signs shall be illuminated at all times.

1016 - Exit Access

1016.2 - Exit through intervening spaces:

Egress from a room or space shall not be through adjoining or intervening rooms or areas, except where such adjoining rooms or areas are accessory to the area served; are not a high-hazard occupancy and provide a discernable path of egress travel to an exit…An exit access shall not pass through a room that can be locked to prevent egress.

1017 - Exit access travel distance Table 1017.2 Exit travel distance:

A-3 Occupancy 250 feet (sprinklered)

1020 - Corridors

1020.4 - Dead ends not permitted over 50 feet

Chapter 8: Interior Finishes Table 803.13 Interior Wall and Ceiling Finish Requirements

Group A-3 & B occupancy, Sprinklered:

Exit Passageways B Corridors C Rooms and enclosed spaces C

806.6 Interior trim material shall have a minimum Class C flame spread and smoke-developed index when testing in accordance with ASTM E 84 or UL 723. Combustible trim shall not exceed 10 percent of the specific wall or ceiling area in which it is attached.

Chapter 9 Fire Protection and Life Safety Systems

Sprinklers are provided on this project.

905 - Standpipes: Not required per 905.3.1 thru 905.3.7 906 - Portable Fire extinguishers: Shall be provided … as required by the Oregon fire Code, Section 906, and as directed by the Fire Marshal.

907 - Fire Alarm & Detection Systems

907.2.2 Group A-3 - A manual fire alarm system is required for an occupant load of 300 or more.

Chapter 10 Means of Egress 1004 - Occupant Load:

From Table 1004.5 Business – 150 GSF / Occupant Exercise rooms - 50 gross / Occupant Accessory storage/equipment room - 300 gross / Occupant Assembly (Unconcentrated) - 15 net / Occupant

Occupant Load (See G003 Occupancy Floor Plan for occupant load calculations) TOTAL: 493 Occupants

1005 - Egress Width:

1005.3 - Minimum Width: shall be not less than the total occupant load served by the means of egress multiplied by 0.3 inches per occupant for stairways and by 0.2 inches per occupant for other egress components.

Total Occupants 493 Required exit width per occupant (inches) 0.2 Total Exit Width Required (inches) 99 Total Exit Width Provided (inches) - 3 exits = 144

1005.7.1 - Door encroachment:

Doors when fully open shall not reduce the required means of egress width by more than 7 inches. Doors in any position shall not reduce the required width by more than one-half.

1008 - Means of Egress Illumination

1008.2.1 - not less than 1-foot-candle at floor at all times the building is occupied.

1008.3.2 - In the event of power supply failure in building that require two or more means of egress, an emergency electrical system shall automatically illuminate: Exit Passageways, Vestibule and areas on the level of discharged used for exit dicharge

Chapter 11: Accessibility 1104 - Accessible Route:

1104.1 - Accessible routes within the site shall be provided from public transportation stops, accessible parking, accessible passenger loading zones and public streets or sidewalks to the accessible building entrance…

1106 - Parking:

1106.1 - Where parking is provided, accessible parking spaces shall be provided in compliance with Table 1106.1, except as required by Sections 1106.2 through 1106.4. Where more than one parking facility is provided on a site, the number of parking spaces required to be accessible shall be calculated separately for each parking facility.

1106.6 - Accessible parking spaces shall be located on the shortest practical accessible route to an accessible building entry.

1109 - Other Features and Facilities:

1109.2.3 Where lavatories are provided, at least 5 percent, but not less than 1 shall be accessible.

1111 Signage:

1111.1 - Signs. International symbol of access shall be provided at the following locations:

Accessible parking spaces Accessible passenger drop-off and loading zones Toilet facilities when not all are accessible Public entries when not all are accessible Where provided, permanent signs that identify rooms and spaces shall comply with 1111.1.

Signs that provide direction to or information about the building or portion of a building shall comply with 1111.2.

Chapter 12: Interior Environment 1210 Toilet and Bathroom Requirements

1210.2.1 - Floors: toilet room floors shall have a smooth, hard, nonabsorbent surface that extends upward onto the wall at least 4 inches

1210.2.2 - Walls: Walls within 2 feet of urinals and water closets shall have a hard, smooth, nonabsorbent surface to a height of 4 feet above the floor, and shall be of a type that is not adversely affected by moisture.

Chapter 13: Energy Conservation Code Section 5. BUILDING ENVELOPE - This facility will be constructed in Climate Zone 5-B.

5.4.3.4 Vestibules and

5.4.3.4.3 Vestibule Envelope. The exterior surfaces of both conditioned vestibules and unconditioned vestibules shall comply with the continuous air barrier requirements.

Exceptions to 5.4.3.4.3:

1. Doors not intended to be used as a building entrance.

Table 5.5-5 Building Envelope Requirements for Climate Zone 5

REQUIRED PROVIDED

Roof – Insulation above deck R-30 c.i. R-30 c.i.

Walls, Above Grade, Wood Framed R-13+R-7.5 c.i. or R-19 + R-5 c.i. R-21+R-10 Slab on Grade Floors, Unheated R-10 for 24 inches R-10 Opaque Doors Swinging U-0.370 Max. U-.36

Nonswinging U-0.310 Max. U-.13 Fenestration Fixed U-0.36 Max. U-.28

Chapter 15: Roof Assemblies Table 1505.1 - Minimum Roof Covering Classification for Types of Construction

Construction Type - V-B. Minimum roof classification - C.

1507.4.1 Deck Requirements. Metal roof panel roof coverings shall be applied to a solid or closely fitted deck, except where the roof covering is specifically designed to be applied to spaced supports.

1507.4.2 Metal Roof Panels - Deck Slope. Minimum slopes for metal roof panels shall comply with the following:

2. The minimum slope for lapped, nonsoldered seam metal roofs with applied lap sealant shall be one-half unit vertical in 12 units horizontal (4-percent slope). Lap sealant shall be applied in accordance with the manufacturer's installation instructions.

3. The minimum slope for standing seam roof systems shall be one-quarter unit vertical in 12 units horizontal (2-percent slope)

Chapter 23: Wood

2304.12.1.2 Wood framing members, including wood sheathing, that rest on exterior foundation walls and are less than 8 inches from exposed earth shall be of naturally durable or preservative-treated wood.

2304.12.1.5 Clearance between wood siding and earth on the exterior of a building shall not be less than 6 inches or less than 2 inches vertical from concrete steps, porch slabs, patio slabs and similar horizontal surfaces exposed to the weather except where siding, sheathing and wall framing are of naturally durable or preservative treated wood.

Chapter 29: Plumbing Table 2902.1 - Minimum Number of Required Plumbing Fixtures

REV. DATE DESCRIPTION

1 09/25/2026 BIDDING ADDENDUM #2

RFP-KTHFS-2026-003 – ADDENDUM #2 – Chiloquin Fitness Center Expansion Project Page 15

GENERAL NOTES:

A.

B.

C.

D.

SEE SHEET G002 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.

SEE TITLE SHEET FOR DRAWING INDEX.

DO NOT SCALE DRAWINGS.

CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

CONDITIONS BEFORE BEGINNING WORK, AND SHALL REPORT TO THE

ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS BEFORE

BEGINNING WORK. SEE GENERAL NOTES AND SPECIFICATIONS.

A A

D D

F F

G G

10 11

4 6

B B

C C

6' -2

9'

-6

/2

6' -2

9'

-6

/2

A A

D D

F F

G G

10 11

4 6

B B

C C

7 TYP.

KEYED NOTES:

1 DEMOLISH EXISTING DOOR.

2 DEMOLISH EXISTING WINDOW AND FRAME.

3 DEMOLISH PORTION OF WALL TO CREATE NEW WALL OPENING.

DEMOLISH UP TO 8'-0" A.F.F.

4 REMOVE EXISTING FLOOR FINISH IN THE ENTIRE ROOM BACK TO

UNDERLAYMENT.