20262047 EPD HQ Exterior Painting and Window Repair Addendum_01.pdf

Addendum No. 1 August 19, 2026

Project No. 51326

Addendum No. 1 page1

EPD HQ Exterior Painting and Window Repairs 300 Country Club Road Eugene, Oregon 97401

This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated July 31, 2026, as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.

Attachments to this Addendum are available through OneDrive. To obtain access, email eugene.facilities@eugene-or.gov.

GENERAL

1. The mandatory Pre-Bid Walkthrough occurred on August 5th at 9:00am. Attached is the sign-in sheet.

2. Bids will be opened virtually on Microsoft Teams. The meeting ID is 228 649 281 994 939.

Passcode: rc9te9hk.

3. The link to the Bid Opening included in the Bid Advertisement doesn’t work. Here is a corrected link:

COE ITB 20262047 EPD HQ Siding and Window Repairs | Meeting-Join | Microsoft Teams

4. Questions:

a. Q: Are general contractors going to install complete scaffolding around the building?

A: The means of accessing areas of work is Contractor’s option.

b. Q: Can we access the roof?

A: Roof access will be allowed. If access is through building, Level 2 + CJIS background check is required.

c. Q: Please clarify handrail painting scope.

A: Sheet A-4, Photo F points to the only handrails to be painted.

d. Q: Sheet A-4, Photo G calls for a new card reader, are there any specifications for this?

A: The card reader is to be temporarily removed and reinstalled. A new card reader is not needed.

e. Q: On the bid form there is a line item for completion time, what is the exact start date so we can fill in our completion date?

A: A Notice to Proceed will be issued immediately after the Contract is signed. Assume the Notice to Proceed date to be September 28, 2026 and provide date for Completion based on assumed Notice to Proceed date.

f. Q: Drawings A-1 & A-2, Note 5 says: Color 3, Lower Trim (Remove sheet metal (where occurs), patch as required and paint. The is not clear, are we removing the sheet metal and patching with all new sheet metal? Patch says as required? No details for this condition.

A: See revised elevations included in this addendum for clarification.

COE ITB 20262047 EPD HQ Siding and Window Repairs | Meeting-Join | Microsoft Teams

Addendum No. 1 August 19, 2026

Project No. 51326

Addendum No. 1 page 2

g. Q: Window trims appear to be an old style that is no longer available. Will alternatives be an option?

A: It appears window trim can be custom fabricated to match existing. See revised 08 80 00 Glazing Specification included in this addendum.

h. Q: Is the replacement of glazing units in the newer storefront windows included in Bid

Alternate 1?

A: No, this has been clarified on the revised elevations.

PROJECT MANUAL

5. SECTION 01 35 50 – SECURITY REQUIREMENTS: Sample Background Check Form is attached.

6. SECTION 01 35 53 – SECURITY PROCEDURES: Delete Paragraph 1.04

7. SECTION 08 80 00 – GLAZING: Replace Section with attached revised Section. Changes include:

a. Updates to Glazing types

b. Addition of preinstallation testing

c. Updates to Submittals required

d. Updates to Installation products and instructions

e. Clarification on window trims

8. SECTION 09 91 13 – EXTERIOR PAINTING: Paragraph 1.06 MOCK-UPS, Sentence B. Revise to read:

B. Provide panel 4 feet long by 4 feet wide illustrating paint colors, texture, and finish. Assume six (6) paint colors.

SHEET DRAWINGS

9. DRAWING A-1 – NORTH & EAST ELEVATIONS: Replace Drawing with revised Drawing attached.

Revisions include:

a. Clarification of the lower trim scope of work.

b. Clarification to storefront window systems not in scope.

c. Clarifications to locations of code required safety glazing.

10. DRAWING A-2 – SOUTH & WEST ELEVATIONS: Replace Drawing with revised attached Drawing.

Revisions include:

d. Clarification of the lower trim scope of work.

e. Clarification to storefront window systems not in scope.

f. Clarifications to locations of code required safety glazing.

11. DRAWING A-6 – SOFFIT DIMENIONS: Add new Drawing. Drawing clarifies soffit painting scope.

Fixtures and other ceiling mounted items are not shown.

END OF ADDENDUM NO. 1

Background Request – CJIS, Contractor Revised 03/2026

Background Request – CJIS Clearance This form should be used for a contractor/vendor that will need CJIS clearance based on the work performed. It can also be used for internal City purposes for individuals that have already completed a background check as part of their initial hire and they now require CJIS clearance due to access to CJIS information. Any questions related to CJIS clearance should be directed to the Eugene Police Department Record’s Supervisor.

Instructions:

Please type or print legibly. All information must be provided for the form to be considered complete.

Company/Vendor:

Please complete the company information in the top section and provide this form to your employee who will be completing work for the City of Eugene.

Employee of Contractor:

1. Please complete your personal information

2. Review and sign the Authorization and Release for Background Data.

Company Information Company Name:

Company Contact Name:

Contact’s Email:

Contact’s Phone:

City of Eugene Contract Manager/contact:

Employee Personal Information Name:

First Name Middle Name Last Name

Former Names or Aliases: _________________________________________

Phone Number:

It is important that we have current telephone number information from you should we have any questions.

Email:

Date of Birth:

Social Security Number:

Drivers License Number and State: __________________________________

Current Address:

Background Request – CJIS, Contractor Revised 03/2026

Please list all addresses for the last 5 years.

Previous Address:

AUTHORIZATION AND RELEASE FOR BACKGROUND INVESTIGATION DATA

Obtaining Information in Connection with Request for Employment:

I authorize the City of Eugene, its employees and agents, to obtain any criminal history reports and to keep and preserve records of such research. In connection with my request for employment, I voluntarily authorize all persons, businesses, current and former employers and supervisors, educational institutions, law enforcement agencies, motor vehicle departments, personal references, and/or other persons, city, state, county, and federal courts to release information they may have about me to the City of Eugene. This requested information may include, but is not limited to, background investigations, State Employment Division records, information about criminal convictions, driving record, civil court records, disciplinary records, reliability, and any instances of dishonesty, insubordination, threatening or intimidating behavior and unsafe or unlawful conduct. I further authorize the National Personnel Records Center, or any other custodian of my military records, to release information or photocopies from my military and related records to the City of Eugene.

I voluntarily release, indemnify, and hold harmless the City of Eugene, its employees, and agents, from any claims, liability or damages related to the background check it may conduct as a result of my application for employment. I further voluntarily release, indemnify, and hold harmless all parties complying with this request and furnish the information requested by the bearer of this authorization form from any claims, liability or damages.

Confidentiality of Obtained Information:

I release, indemnify and hold harmless the City of Eugene, now and in the future, from any claim or damages, for their refusal to make available to me, my heirs, agents, or assigns, any and all background investigation information obtained in connection with my request for employment, including but not limited to the identity of any person or organization who may have supplied information in the course of the investigation, as well as the substance of any such information supplied, even where such information has been the basis for my disqualification from further consideration.

I hereby waive any rights I may have to examine, review, or to otherwise discover the contents of this background investigation.

Acknowledgement:

I have carefully read and understand this Authorization and Release and voluntarily agree to its terms to assist the City of Eugene in meeting the business necessity of hiring honest, trustworthy, reliable, capable and nonviolent employees.

Print Full Name:

Signature: Date:

EPD HQ Exterior Painting and Window Repairs 08 80 00 - 1 Glazing

SECTION 08 80 00

GLAZING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Insulating glass units.

B. Glazing compounds.

1.02 REFERENCE STANDARDS

A. ASTM C864 - Standard Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers; 2005 (Reapproved 2026).

B. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018 (Reapproved 2024).

C. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2025.

D. ASTM C1521 - Standard Practice for Evaluating Adhesion of Installed Weatherproofing Sealant

Joints; 2019 (Reapproved 2025).

E. ASTM E1300 - Standard Practice for Determining Load Resistance of Glass in Buildings; 2024.

F. GANA (GM) - GANA Glazing Manual; 2022.

G. GANA (SM) - GANA Sealant Manual; 2008.

H. IGMA TM-3000 - North American Glazing Guidelines for Sealed Insulating Glass Units for

Commercial & Residential Use; 1990 (Reaffirmed 2016).

I. NFRC 100 - Procedure for Determining Fenestration Product U-factors; 2023.

J. NFRC 200 - Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and

Visible Transmittance at Normal Incidence; 2023.

K. NFRC 300 - Test Method for Determining the Solar Optical Properties of Glazing Materials and

Systems; 2026.

L. NGA (LGRM) - Laminated Glazing Reference Manual; 2019.

1.03 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements for submittal procedures.

B. Product Data on Insulating Glass Unit Glazing Types: Provide structural, physical and environmental characteristics, size limitations, special handling and installation requirements.

C. Product Data on Glazing Compounds and Accessories: Provide chemical, functional, and environmental characteristics, limitations, special application requirements, and identify available colors.

D. Samples: Submit two samples 12 by 12 inch (305 by 305 mm) in size of each glass unit.

E. Shop Drawings: Indicate glazing types and safety glazng locations on exterior elevations.

F. Certificate: Certify that products of this section meet or exceed specified requirements.

G. Manufacturer's qualification statement.

H. Installer's qualification statement.

I. Warranty Documentation: Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer.

J. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.

1. See Section 01 60 00 - Product Requirements, for additional provisions.

2. Extra Insulating Glass Units: Two of each glass size and each glass type.

K. Special Procedures Submittals: Submit preinstallation field adhesion test plan and installation plan minimum 2 weeks before start of installation.

Window Repairs 08 80 00 - 2 Glazing

1.04 QUALITY ASSURANCE

A. Perform work in accordance with GANA (GM), GANA (SM), IGMA TM-3000, and NGA (LGRM) for glazing installation methods.

B. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with minimum 3 years of documented experience.

C. Installer Qualifications: Company specializing in performing work of type specified, with minimum 3 years of documented experience.

D. Preinstallation Field Adhesion Testing: Test for adhesion in accordance with ASTM C1521, Destructive Method. Test one sample of each combination of sealant and substrate.

1. Notify Architect of test date and time minimum 7 days in advance.

2. Arrange for presence of sealant manufacturer's technical representative during tests.

3. If sample fails, review products and installation procedures, consult manufacturer, or take other measures to ensure adhesion, then retest in different location. If unable to obtain adhesion, report to Architect.

4. After test completion, remove remaining sample material and prepare joints for new sealant installation.

5. Preinstallation Field Adhesion Test Plan: Include the following for each sample:

a. Testing agency identification.

b. Names of sealant manufacturer's field representatives.

c. Preinstallation Field Adhesion Test Log: Include the following data fields, with known information filled out:

1) Substrate Material: If one joint touches more than one substrate, provide two entries on form for testing each sealant and substrate combination separately.

2) Test date and method.

3) Joint location.

4) Sealant name and stated movement capability.

5) Date of field sample installation.

6) Copy of test method documents.

7) Age of sealant upon date of testing.

8) Test results following sample form in test method document.

9) Use of photographic records.

1.05 FIELD CONDITIONS

A. Do not install glazing when ambient temperature is less than 55 degrees F (13 degrees C).

B. Do not remove glazing units when weather conditions threaten the integrity of the building contents or intended continued occupancy.

1.06 WARRANTY

A. See Section 01 78 00 - Closeout Submittals for additional warranty requirements.

B. Insulating Glass Units: Provide a ten (10) year manufacturer warranty to include coverage for seal failure, interpane dusting or misting, including providing products to replace failed units.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Float Glass Manufacturers:

1. Cardinal Glass Industries: www.cardinalcorp.com/#sle.

2. Pilkington North America Inc: www.pilkington.com/na/#sle.

3. Saint Gobain North America: www.saint-gobain.com/#sle.

4. Vitro Architectural Glass (formerly PPG Glass): www.vitroglazings.com/#sle.

5. Substitutions: See Section 01 60 00 - Product Requirements.

B. Mirrored Glass Manufacturers:

1. Pilkington North America Inc: www.pilkington.com/na/#sle.

Window Repairs 08 80 00 - 3 Glazing

2. Vitro Architectural Glass (formerly PPG Glass): www.vitroglazings.com/#sle.

3. Substitutions: See Section 01 60 00 - Product Requirements.

2.02 PERFORMANCE REQUIREMENTS - EXTERIOR GLAZING ASSEMBLIES

A. Provide type and thickness of exterior glazing assemblies to support assembly dead loads, and to withstand live loads caused by positive and negative wind pressure acting normal to plane of glass.

1. Design Pressure: Calculated in accordance with applicable codes.

2. Comply with ASTM E1300 for design load resistance of glass type, thickness, dimensions, and maximum lateral deflection of supported glass.

3. Provide glass edge support system sufficiently stiff to limit the lateral deflection of supported glass edges to less than 1/175 of their lengths under specified design load.

4. Glass thicknesses listed are minimum.

B. Weather-Resistive Barrier Seals: Provide completed assemblies that maintain continuity of building enclosure water-resistive barrier, vapor retarder, and/or air barrier.

1. Utilize inner pane of multiple pane insulating glass units for continuity of vapor retarder and/or air barrier seal.

C. Thermal and Optical Performance: Provide exterior glazing products with performance properties as indicated. Performance properties are in accordance with manufacturer's published data as determined with the following procedures and/or test methods:

1. Center of Glass U-Factor: Comply with NFRC 100 using Lawrence Berkeley National

Laboratory (LBNL) WINDOW 7 computer program.

2. Center of Glass Solar Heat Gain Coefficient (SHGC): Comply with NFRC 200 using

Lawrence Berkeley National Laboratory (LBNL) WINDOW 7 computer program.

3. Solar Optical Properties: Comply with NFRC 300 test method.

2.03 INSULATING GLASS UNITS

A. Manufacturers:

1. Any of the manufacturers specified for float glass.

2. Substitutions: See Section 01 60 00 - Product Requirements.

B. Fabricator: Certified by glass manufacturer for type of glass, coating, and treatment involved and capable of providing specified warranty.

C. Insulating Glass Units - Type A:

1. Double Glazed Low E Coated, Reflective Insulating Glass Units.

a. Conformance: ASTM E 2190

b. Outdoor Lite: Bronze Tinted Reflective Float Glass.

1) Coating:

(a) Vitro Solarcool (#1 surface) on 6mm Solarbronze, or approved.

2) Conformance: ASTM C 1036, Type 1, Class 2.

3) Heat-Treatment:

(a) Heat-strengthened, ASTM C 1048

(b) Tempered, ASTM C 1048 at Hazardous locations per 2022 Oregon

Structural Specialty Code.

c. Interspace: Content: 1/4" (12.7mm), Air 10%, Argon 90% minimum.

d. Indoor Lite: Low-E Coated Clear float glass

1) Coating:

(a) Vitro Solarban 60 (#3 surface) on 6mm clear.

2) Conformance: ASTM C 1036, Type 1, Class

3) Heat-Treatment:

(a) Heat-strengthened, ASTM C 1048

(b) Tempered, ASTM C 1048 at Hazardous locations per 2022 Oregon

Structural Specialty Code.

4) Thickness: 6mm (1/4")

Window Repairs 08 80 00 - 4 Glazing

e. Performance Requirements:

1) Visible Light Transmittance: 16 percent minimum

2) Winter Nighttime U-Factor: 0.24 (Btu/hr*ft^2*degrees F) Maximum.

3) Summer daytime U-Factor: 0.22 (Btu/hr*ft^2*degrees F) Maximum.

4) Solar Heat Gain Coefficient: 0.17 Maximum.

5) Outdoor Visible Light Reflectance: 37 percent maximum.

6) Indoor Visible Light Reflectance: 14 percent maximum.

2. Insulating Glass Units - Type B:

a. Double Glazed Low E Coated, Reflective Insulating Glass Units. Contractor to match existing, verify in field.

1) Conformance: ASTM E 2190

2) Outdoor Lite: Bronze Tinted Reflective Float Glass.

(a) Coating:

(1) Vitro Solarcool (#1 surface) on 6mm Solarbronze, or approved.

(b) Conformance: ASTM C 1036, Type 1, Class 2.

(c) Heat-Treatment:

(1) Heat-strengthened, ASTM C 1048

(2) Tempered, ASTM C 1048 at Hazardous locations per 2022 Oregon

Structural Specialty Code.

3) Interspace: Content: 1/4" (12.7mm), Air 10%, Argon 90% minimum.

4) Indoor Lite: Clear float glass

(a) Conformance: ASTM C 1036, Type 1, Class

(b) Heat-Treatment:

(1) Heat-strengthened, ASTM C 1048

(2) Tempered, ASTM C 1048 at Hazardous locations per 2022 Oregon

Structural Specialty Code.

(c) Thickness: 6mm (1/4")

5) Performance Requirements:

(a) Visible Light Transmittance: 16 percent minimum

(b) Winter Nighttime U-Factor: 0.24 (Btu/hr*ft^2*degrees F) Maximum.

(c) Summer daytime U-Factor: 0.22 (Btu/hr*ft^2*degrees F) Maximum.

(d) Solar Heat Gain Coefficient: 0.17 Maximum.

(e) Outdoor Visible Light Reflectance: 37 percent maximum.

(f) Indoor Visible Light Reflectance: 14 percent maximum.

3. Spacer Color: Black.

4. Edge Seal:

a. Color: Black.

5. Purge interpane space with dry air, hermetically sealed.

6. Vacuum Insulated Glazing Units: Provide narrow gap glazing units with microscopic pillars to maintain structural integrity and seals.

2.04 GLAZING COMPOUNDS

A. Silicone Sealant: Single component; neutral curing; capable of water immersion without loss of properties; nonbleeding, nonstaining; ASTM C920 Type S, Grade NS, Class 25, Uses M, A, and G; with cured Shore A hardness range of 15 to 25; color as selected.

B. Manufacturers:

1. Dow; DOWSIL 995 Silicone Structural Sealant : www.dow.com/#sle.

2. Tremco Commercial Sealants & Waterproofing; Proglaze SSG:

www.tremcosealants.com/#sle.

3. Substitutions: See Section 01 60 00 - Product Requirements.

2.05 ACCESSORIES

A. Setting Blocks: Silicone, with 80 to 90 Shore A durometer hardness; ASTM C864 Option II.

Length of 0.1 inch for each square foot (25 mm for each square meter) of glazing or minimum

Window Repairs 08 80 00 - 5 Glazing

4 inch (100 mm) by width of glazing rabbet space minus 1/16 inch (1.5 mm) by height to suit glazing method and pane weight and area.

B. Spacer Shims: Neoprene, 50 to 60 Shore A durometer hardness; ASTM C864 Option II.

Minimum 3 inch (75 mm) long by one half the height of the glazing stop by thickness to suit application, self adhesive on one face.

C. Glazing Covers/Clips: Metal covers custom formed to match existing shape, material, and finish, or approved.

PART 3 EXECUTION

3.01 VERIFICATION OF CONDITIONS

A. Verify that openings for glazing are correctly sized and within tolerances, including those for size, squareness, and offsets at corners.

B. Verify that the minimum required face and edge clearances are being provided.

C. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may impede moisture movement, weeps are clear, and support framing is ready to receive glazing system.

D. Proceed with glazing system installation only after unsatisfactory conditions have been corrected.

3.02 PREPARATION

A. Clean contact surfaces with appropriate solvent and wipe dry within maximum of 24 hours before glazing. Remove coatings that are not tightly bonded to substrates.

B. Seal porous glazing channels or recesses with substrate compatible primer or sealer.

C. Prime surfaces scheduled to receive sealant where required for proper sealant adhesion.

D. Install selanings in accordance with ASTM C1193, FGMA Sealant Manual, and manufacturer's instructions.

3.03 HEAT TREATED GLASS

A. Heat strengthen glazing exposed to high temperatures caused by reflection and/or absorption of solar heat, and/or when recommended by the glazing manufacturer, and/or when required by other items of this specification section.

B. Heat temper glazed when requried by other items of this specifications section, and/or the drawings, and/or the building code.

C. Heat treating process should minimize Roller Wave Distortion. Limit roll wave to maximum of

0.005 inch peak-to-valley measured by calibrated industry accepted equipment. Maximum center-kink of 0.001 inch when measured over the surface of the glass perpendicular to the direction of travel through the tempering furnace. Masimum localized bow (warp) per lite shall be 1/32 inch per lineal foot, one-half of ASTM C1048 allowance, and maximum overall bow (warp) per lite shall also be one-half of teh ASTM C1048 allowance.

D. Orient the glass in the heat treating oven so that the roller waves are parallel to the ground or plane of the building.

3.04 INSTALLATION, GENERAL

A. Install glazing in compliance with written instructions of glass, gaskets, and other glazing material manufacturers, unless more stringent requirements are indicated, including those in glazing referenced standards.

B. Install glazing sealants in accordance with ASTM C1193, GANA (SM), and manufacturer's instructions.

C. Do not exceed edge pressures around perimeter of glass lites as stipulated by glass manufacturer.

D. Set glass lites in proper orientation so that coatings face exterior or interior as indicated.

Window Repairs 08 80 00 - 6 Glazing

E. Prevent glass from contact with any contaminating substances that may be the result of construction operations such as, and not limited to the following; weld splatter, fire-safing, plastering, mortar droppings, and paint.

3.05 INSTALLATION - STRUCTURAL SILICONE GLAZING

A. Application - Field Glazed: Follow basic guidelines of structural silicone glazing for glazing application.

1. Four-Sided Structural: Glass with four sides structurally adhered to horizontal and vertical metal back-up mullion.

B. Provide design review of the glazing system and project details, adhesion testing, quality assurance checks, proper surface preparation, training and a quality service program.

C. Provide only structural silicone sealant, tested and manufactured for structural glazing.

3.06 FIELD QUALITY CONTROL

A. Glass and Glazing product manufacturers to provide field surveillance of the installation of their products.

B. Monitor and report installation procedures and unacceptable conditions.

3.07 CLEANING

A. Remove excess glazing materials from finish surfaces immediately after application using solvents or cleaners recommended by manufacturers.

B. Remove nonpermanent labels immediately after glazing installation is complete.

C. Clean glass on both exposed surfaces and adjacent surfaces after sealants are fully cured.

3.08 SCHEDULES

A. Base Bid:

1. First Floor Insulated Glass Unit Type B

2. Second Floor Insulated Glass Unit Type A

B. Alternate 1:

1. First Floor Insulated Glass Unit Type A

2. First Floor Insulated Glass Unit Type Type A

END OF SECTION

4' 9 1/2" +/-

3' -3

NORTH ELEVATION

1"=20'

EAST ELEVATION

1"=20'

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PAINTING SCHEDULE

1 _____________________

SIDING

2 _____________________

STAIRWELLS

3 _____________________

SOUTH EXTERIOR STAIRWELL DOORS

4 _____________________

UPPER METAL & WOOD TRIM

5 _____________________

LOWER TRIM

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LOWER WALLS

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(REMOVE SHEET METAL, PATCH HOLES AND PAINT

GENERAL NOTES:

A. SEE DETAILS SHEETS FOR ADDITIONAL WORK

NOT SHOWN HERE.

B. COVER AND PROTECT ADJACENT

LANDSCAPE AND PLANTS.

EXISTING FLASHING TO REMAIN

D

(BASE BID)

C. REMOVE & REPLACE ALL LOOSE WINDOW STOPS, SEE A-5.

REMOVE SIGN, SLAVAGE

TO OWNER (BOTH SIDES)

F. INSPECT SIDING MEMBERS FOR DEFICIENCIES PRIOR TO

PAINTING, REPORT ALL UNSOUND & DEFICIENT MATERIALS

TO THE OWNER IMMEDIATELY.

D. EXISTING CURVED WINDOWS ARE NOT INCLUDED IN THIS PROJECT.

INCLUDING ADJACENT COLUMN

G. CONTRACTOR TO PROVIDE SAFETY GLAZING AT

HAZARDOUS LOCATIONS PER 2022 OSSC.

COLOR 1

COLOR 2

COLOR 4

PREFINISHED SHEET METAL

COLOR 3

COLOR 3

MATCH (E)

COLOR 5

COLOR 3

(SEE A-2 FOR NOTES)

E. STOREFRONT DOOR & WINDOW ASSEMBLIES

ARE NOT INCLUDED IN THIS PROJECT.

SF

SF

SF

SF

SF

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SFSF

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(PATCH AS NEEDED & PAINT) METAL TRIM - SEE

WOOD TRIM

SHEET METAL IS LOCATED ON

THE WEST ELEVATION, AND ON THE SOUTH AND NORTH

ELEVATIONS WEST OF THE STAIR TOWERS.

SGSG SG

SG SG

SAFETY GLAZING SHOWN AS SG & SG

SG

SG SGSG SG

SF

SF

SF

SF

SF

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PHOTO A

SEE PHOTO A FOR SHEET METAL LOCATIONS)

PHOTO A

(IDENTIFIED WITH "SF" MARKINGS)

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3' -3

SOUTH ELEVATION

1"=20'

WEST ELEVATION

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4 _____________________

UPPER METAL & WOOD TRIM

6 _____________________

LOWER WALLS

HANDRAILS

SOFFITS

PREVIOUSLY PAINTED CONCRETE

(REMOVE & REPLACE SHEET METAL SEE A-5

D

COLOR 1

COLOR 2

COLOR 4

PREFINISHED SHEET METAL

COLOR 3

MATCH (E)

COLOR 5

COLOR 3

+NORTH EXTERIOR STAIRWELL DOORS & FRAME

SF SF SF SF SF SF

8-

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5 _____________________

LOWER TRIM (REMOVE SHEET METAL, PATCH HOLES AND PAINT

COLOR 3

(PATCH AS NEEDED & PAINT) METAL TRIM - SEE

WOOD TRIM

SHEET METAL IS LOCATED ON

THE WEST ELEVATION, AND ON THE SOUTH AND NORTH

ELEVATIONS WEST OF THE STAIR TOWERS.

GENERAL NOTES:

A. SEE DETAILS SHEETS FOR ADDITIONAL WORK

NOT SHOWN HERE.

B. COVER AND PROTECT ADJACENT

LANDSCAPE AND PLANTS.

C. REMOVE & REPLACE ALL LOOSE WINDOW STOPS, SEE A-5.

F. INSPECT SIDING MEMBERS FOR DEFICIENCIES PRIOR TO

PAINTING, REPORT ALL UNSOUND & DEFICIENT MATERIALS

TO THE OWNER IMMEDIATELY.

D. EXISTING CURVED WINDOWS ARE NOT INCLUDED IN THIS PROJECT.

G. CONTRACTOR TO PROVIDE SAFETY GLAZING AT

HAZARDOUS LOCATIONS PER 2022 OSSC.

SAFETY GLAZING SHOWN AS SG & SG

SG

SGSG

SG

SG

SG

SG

SG SG SG

SEE PHOTO A FOR SHEET METAL LOCATIONS)

PHOTO A

SG

SG

E. STOREFRONT DOOR & WINDOW ASSEMBLIES

ARE NOT INCLUDED IN THIS PROJECT.

(IDENTIFIED WITH "SF" MARKINGS)

5' -9

/4

TY

P) 256'

4'

-5

/4

24'-3"

' 3

31'

1' -7

DR

W

N:

DA

TE

GJ

N:

CH

KD

RE

V:

BL

DG

N O.

CI

TY

O F

EU

G

EN

E

FA

CI

LI

TY

M

AN

AG

EM

EN

T

CH

ES

HI

RE

A

VE

NU

E

EU

GE

NE

, O

RE

GO

N

SO

FF

IT

D

IM

EN

SI

ON

S

CO

UN

TR

Y

CL

UB

R

OA

D

EU

GE

NE

, O

RE

GO

N

A-6

W

AM

JR

EU

GE

NE

P

OL

IC

E

HE

AD

QU

AR

TE

RS

8-

-2

EX

TE

RI

OR

P

AI

NT

IN

G

W

IN

DO

W

R

EP

AI

RS

SOFFIT DIMENSIONS

1"=20'

SOUTH STAIRWELL

MAIN ENTRANCE

NORTH STAIRWELL